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Home My WebLink About610, 614, 618, 622, 626, 630 Merry Brook Cir 16-2209; NEW TOWNHOMES014, 6 I'/ '] CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION i D Application No: I r`;r Z-2oq Documented Construction Value: $ Z I;L4 332 . 20 Job Address: b 1 Q MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 21-19-30-57-0000-0b 1 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 1 LOT NUMBER : L Plan Review Contact Person: Daphne Clark Title: tr1T_fiybMd1314.ZI Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT I TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction '14 in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. N FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:.5'" Edition (2014) Florida Building Code to- 11410J- / P i 5 p 1. . Revised lunc 30, 201 S CA1 crtmt App scat on NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compli nce with all applicable laws regulating construction nd zoning. 7 s_1__2_n'& Signature of O er/Agent Date Signature X omractor/Agent Date TAYLOR MORRISON OF C JOHN ASA WRIGHT Print Owner/Agent's Name Print Contracto s ame Signature of Notaryto of Florida DateO ,Z019 Signature of Notary -State of Fl tt queue1G 1 g Owner/ Agent is YF& Personally Kfltb,n to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building E Electrical E Mechanical d Plumbingd Gas[] Roof Construction Type: 113 Total Sq Ft of Bldg: 2 6 23 Occupancy Use: R 3 Flood Zone: `X- 5 dZ A T TA-r-Hel') Min. Occupancy Load: 1 L4 # of Stories: 2 New Construction: Electric - # of Amps ksp Plumbing - # of Fixtures ZO Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 8 (b 1b UTILITIES: ENGINEERING: w&iC. " FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 1:z: 1- I1-16 COMMENTS: Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application r P %) City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 610 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-5TT-0000-0640 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 16.2209 Reviewed by: Michael Cash, CFM Date: August 18, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $^04 Job Address: 610 MERRY BROOK CIRCLE Historic District: Yes No Parcel ED: 21-19-30-5TT-0000-U' 6 1 0 Residential Q Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 1 LOT NUMBER a Aa-A Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Bonding Company: N/A Address: State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compli nce with all applicable laws regulating construction nd zoning. Signature of er/Agent Date Signature of ontracior/Agent Date TAYLOR MORRISON OF JOHN ASA WRIGHT Print Owner/Agent's Name Print Contracto 's ame` mot$. •.SS Et12 Signature of Notary*ffte of Florida Date tt, - 10 0 Q rcS'a'N Owner/Agent is YFS Personally K%16n to Me or Produced ID N/A Type of ID of Notary -State of Fll"Uo erATE eF ` Contractor/ Agent is YES Personally Known to Me or Produced ID -NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No a C '/ APPROVALS: ZONING: UTILITIES: v ' WASTEWATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application kCity of Sanford n Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2209 610 Merry Brook Cir Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE SQUARE 1-001-AGE OF GARAGE ONLY: Lot 64 2165 1 square feet 458 s uare feet SQUARE FOOTAGE OF GARAGI? AND RESIDENCE: I 2623 s uare feet Dollar Valuation of Work: $264,332.20 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 81.25 1,890.33 25.00 793.00 2,789.58 Permit #: 16- 2209 Address: 610 Merry Brook Cir Lot 64 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2623 Plumbing Fixtures: 20 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 Plumbing Fixture Calculation 16-2209, 16-2214 (Willow Model) 610 & 630 Merry Brook Cir (Lots 64 & 69) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs 1 Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 20 REQUIRED INSPECTION SEQUENCE Permit # 16-2209; 16-2210; 16-221 l; 16-2212; 16-2213; 16-2214 Address: 610, 614, 618, 622, 626, 630 MERRY BROOK CIRCLE LOTS 64-69) BUILDING PERMIT Min Max Inspect on Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLlJ1V1BING_PERMITv.__"v Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 of 6 i SUBDIVISION. rt LOT t AU6 2 9 20i; CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 16 —aD0 Documented Construction Value: S Job Address: Q e.rU d1L C Ave _ Historic District: Vcs No Parcel [D- C: A 1/QS Residential Sf Commercial I'ype of work: New g Addition Alteration Repair Demo Change of Usc Move Description of NNIorl:: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Name Street, Fax: Title: Email: Property Owner Information Phone Resident of property? : City, State Zip: Contractor Information Natue NORTHWEST PLUMBING OF ORLANDO Pltune. (770) 941-5421 x 2044 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Gip: MABLETON, GA 30126 Architect/Engineer Information Nante- Street. City, St, Zip: Bouding Company. Address: Fax: 177011941-9522 State License No.: CFC1426562 Phone: Fax: E- mail: Mortgage Lender: Address. WARNING TO ONV\FR: YOLIIL FAl1.liR1: 1'O RECORD A NOTICE OF CONIVIENCEMENT NIA\' RFSIII..T N' POUR 1' A1'ING TWICE I -OR JIM ROVL-ME.NTS TO I OtIR PROPERTY. A NOTICE OF COININIENCENIFNT MUST BE RECORDED AND POS'f(iD ON "I'HE .JOB SITE BEFORE TIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CO\SI;1:1' Wl'"I YOIIll I,ENDFR OR AN ATTORNE ' BEFORE RECORDING YOUR N0"1'ICF. Of CONUNIENCENIENT. Application is hereby made to obtain a hermit to do the work and installations as indicated. I certify that no work or installation has commenced prtol to the issuance of a permit and that all \York will be performed to meet standards of all laws regulating construction in this.lulisdiction I undersland that a separate permit must Ile secured for electrical work, p1u nl ing, signs, Wells, pools, furlinces, boilers, heaters, tacks, and air conditioners, etc. 1' 11C 105.3 Shall be inscribed with the date of application and t c curie in effect as of tl m date: 511 Edition (2014) Florida Building Code Revrsed . luxe .ill. '2o 13 Penn t Applic:uion F % 6 NOTICE: In addition to the requirements of this pcunit_ there may be additional restrictions applicable to this property that may be tiuind in the public records ofthis cuunry, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or tederal agencies. Acceptance of permit is yet ification that I gill notify the owner tit the propel ly or the requirements of Florida Lien Law, I'S 713 The City ol'Sanfitrd requires payment ofa plan review Ice at the time ol'permit submittal A copy ol'the executed contract is required in order to calculate a plan review charge and will be considered the estimated Construction value of the job at the time of submittal The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the peimit is issued, in accordance with local ordinance. Should calculated charges figured oll'the executed contract excccd the actual construction value, credit will be applied to your pernut Ices When the peunn Is Issued OWNER'S AFFIDAVIT: 1 certify that -Al of the foregoing infortnatiou is accurate and that all work will he done in compliance with all aPPlicable laws regulating const"uction and zoning. a ngnatuie bateConracuxhAgent natc Signauue ofOtxi/Agn I( 1 'F 0N Print OencrA\gent'~ Name Print Cumracto 'Agcot's Name C 01 Signatwe nI Notaiv-~tale of Flollda Date Owner/ Agent is Personally Known to Me or Produced 11) Type of 11) Ignatuic tW Nunu)•-State ul' I IunJa EXPIRES c GEORGIA JUNE S. 2020 Contractor/ Agent is Personally Known to Produced ID Type of II) BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plutbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: IN'lin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads fire Alarm Permit: Yes Nu APPROVALS ZONING: ENGINEERING C0iMMEN` I'S Revised lure }Q ?nl5 UTILITIES. I- I RE - WASTE, WATER BUILDING: Pei mit Application f . Is NORTHWEST PLUMBING 810 DA rE June 6. 2011 REVISED Ma+cn 23. 2015 BUILDER TAYLOR r,10RRIS0M1 HOUSE TYPE WILLOW SUBDIVISION DISCOVERY SPEC LEVEL TOTAL CONTRACT 5 68 FIXTURE TYPE COLOR N COST 4IASI ER BATH: rue MII A s0 00 TUB VALVE MIA 0.00 WASTE AND OVERFLOW MIA so.00 TEMPERING VALVE N!A 000 SHOWER ROYAL 6042SHOWER BASF WHITE I 525200 SHOWER VALVE MOEN BRANTFORD 2152C C I S89 32 EXTRA SHOWER VALVE NIA 50.00 WATER CLOSET STERLING WINDHAMELONGArE01.28 WIIITE 1 8771 LAV GC UNOERMOUNT 2 5000 LAV FAUCEI M0EDIBRANTFOR06610C C 2 515641 POWDER ROOM TUB NIA so.00 rue VALVE NIA 5000 WASTE AND OVERFLOW WA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87 71 LAV STERLING SACRAMENTO PEDESTAL WHITE I S88 33 LAV FAUCET MOEN CHATEAU 6.925 C I S6803 BATH rue 5 WHITE STEEL rue WHITE I 5136.62 TUB VALVE MOEV CHATEAU rL 183 C I S91 07 WAS rEAND OVERFLOW CHROME C I 5000 WATER CLOSE S I ERLING W IMOHAM ELONGA rE0128 WHITE I 58;.71 LAV SrcFILING V•190ROP1-1 2 55568 LAV FAUCET MOEMI CHAT EAU 64925 C 2 s 136 OG BATH TUB NiA SO o0 TUB VALVE VIA 5000 WASTE AND OVERFLOW VIA 000 WA rER CLOSE T NIA s0.00 LAV NIA SO 00 LAVFAUCEr MIA 0. 00 KITCHEN: SINK GC UNOERMOUNT SS 1 0.00 FAUCET lJOEN CAMERIST 75.15C C 1 S172 12 DISPOSAL BADGER V 1:2 HP I 578.00 BAR SINK SINK VIA 50. 00 FAUCET NIA soo0 WATER HEATER 50 GALLON RHEEIl ELECTRIC ELEC 1 282.96 HEATER PAM1 YES 1 5000 LAUNDRY ROO&I: SINK VIA s0 00 SINK FAUCET WA SO o0 WASH MACH ROUGH ONLY I 0.00 WM PAN YES 1 S50 00 SEINER AND WATER 1 333500 BACKFLOW S THERMAL EXPX4SION TANK I S3000 CHASE PIPE 1 S4000 HAMMER ARRESTERS 1 6000 CAMERA SMMAKE SEWE° N A 3000 HUB TRAIN NA WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100004 BUILDING APPLICATION #: 16-10000430 BUILDING PERMIT NUMBER: 16-10000430 I l A 0 9 DATE: August 09, 2016 UNIT ADDRESS: MERRY BROOK CIR 610 21-19-30-STT-0000-0640 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #206 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 610 MERRY BROOK CIR LOT 64/ THORNBROOKE PH 1 / TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* .00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 2,883.00 STATEMENT i& RECEIVED BY: 1 SIGNATURE: PLEASE PRINT NAME) X p I n DATE: 0 lS NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** p PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL n ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING WRITTEN f1: A REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Parcel 11) Number: 21 1- I N-30-5'I-F-01100- M Prepared li% Kiilt carter and Taylor Nlorrison I lolnes Reoo•n I'o : 2600 Lake Lucien I)rive, Sidle 350 Nlaidand. I -I_ 32751 NnTICI OI., COMINILNC1-ME'NT. i 1TV r 1/10;:?`_:;( State of Florida. Cottnly ofSeminole. The onder,igned hereby gives notice that improvements will be made it) certain real property, and ill accordance with Chapter 713, Florida Statutes, the following inforntatiitn is provided in this Notice of Commencement. I. Ilescription of property : LOT Legal 171lescriplion : TlmruArnc Phase I, according Ill the plat thereof; as recorded in Plat Book 79, Page 3-7, of the public records of'Seminole Comity. 1'lol•ida Addresses : _ _ %(,l' __/ (.(. _—_- Sanford 1-1. V 2. a Jeoeral descripliou of improvements New Town I•lome Unit 3. l")lvncr iuGlruwtinu : Name Taylor Nlorrison of'Florida Inc. Address 2600 Lake Lucien I)rive Suite 350. Maitland. 171, 32751 d. I'cc Simple Thle 1-folder : N.A. i. Contractor uaule and address : Name Taylor N•lorrison of Florida Inc. Address 2600 Lake Lucien I)rive Suite 350. Nlaitland. VL 3275 1 6. Surety : N.A. 7 Leader: N.A. R. Persons within the Slate of Florida designated by the Owner upon whom notices ur other documents Iey he served as provides by 713.13(1)(a)7.. 1'lorida Statutes: N.A. In addition to himself, ntvner designates dtc lilllowing to receive it copy ol'the Lienor's Notice as in 713.13(I 01). Florida Slatttles. N.A. o; III. I:spnaliotl (late (lI tlolice of,cotlttttencement: One year from the date ol'recording. '. ,•tt3= "ems WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT o N ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN - RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE o z O RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSgJT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE Of COMMENCEMENT. i 3 ag a a tr W 11. hale Signed i Sigimwre of Owner's Agent : _ / c - --xa o e 0 c John Asa Wri-ht / J A Taylor Morrison c-I'loridit Inc tiu o sworn to and subscribed before me this by John Asa Wright who is personally known to me. Not:uy Public VI.• commission expires: 6/27/19 OF tiat' 1, serial No. FF'211910R Votary Sigualure:Natt} ti OW - .#0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 2y L4 H 1 S• zl f Job Address: {j' y MERRY BROOK CIRCLE , Historic District: Yes No Parcel ID: 21-19-30-5TT -0000-aj 0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 1 LOT NUMBER : 4 S' Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: re.eIT, 7n'- II P '- II MII • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT I TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code ' effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 t /`/ ^ I 14 3 1 S Permit Application S Ins" 40 In NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured'based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of er/Agent Date Signature of Con for/Agent Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of Notary -State of F a __ .., Date R OF P Owner/Agent is yf Personally Known to Me or Produced ID N/A Type of ID JOHN ASA WRIGHT Print Contractor/Agent's Signature of N tF of Florida D. a MARkiate MY CoMmISSION 1 FF MOB EXPIRES: June V. 2019 Sto9dPaBudgetNdwySenka f« Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [f Electrical 9 Mechanical & Plumbing[ Gas[] Roof Construction Type: fi g Occupancy Use: R3 Flood Zone: )(- -5 C-6 A'T'TACKE—D Total Sq Ft of Bldg: 2 2 Zv Min. Occupancy Load: 1 'L- # of Stories: 2- New Construction: Electric - # of Amps 15o Plumbing - # of Fixtures 1191 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: e//0/1& UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: hAIC 06"\SA`,0 FIRE: BUILDING: W f' /7• /i Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application s City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 614 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-5TT-0000-0650 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 16-2210 Reviewed by: Michael Cash, CFM Date: August 18, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S b %, 3 OS• 0 B Job Address: 619 MERRY BROOK CIRCLE Historic District: Yes No Parcel ED: 21-19-30-57-0000-0410 Residential [) Commercial Type of Work: New O Addition Alteration Repair Demo Change of Use Move Description of Work: -NEW TOWNHOUSE UNIT - THORNEBROOK Phase 1 LOT NUMBER - 4 S- Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257-6940 City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured'based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of O er/Agent bate Signature of Con ctor/Agent V Date TAYLOR MORRISON OF FLORIDA INC JOHN ASA WRIGHT Print Owner/Agent's Name '141 1 Print Contractor/Agent's Na /f ate Signature of NApj/ tFpf Florida p A MARPte tv CAVAISS0 V 20ig * * MY COMMISSION t FF 209108 1RES patty 8`" EXPIRES: June 27. 501199 Wde" 'roots Boded AntEud9r o" Owner/Agent is YFS Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID A11A— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: a,VC WASTEWATER: FIRE: BUILDING: Revised: June 30. 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2210 614 Merry Brook Cir Type of Construction: V13 SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 65 2071 Isquare feet 249 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 2320 s uare feet Dollar Valuation of Work: $244,415.29 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 75.27 1,750.91 25.00 733.25 2,584.43 Permit #: 16- 2210 Address: 614 Merry Brook Cir Lot 65 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2320 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 12 Plumbing Fixture Calculation 16-2210 & 16-2213 (Redwood Model) 614 & 626 Merry Brook Cir (Lots 65 & 68) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16-2209; 16-2210; 16-2211; 16-2212; 16-2213; 16-2214 Address: 610, 614, 618, 622, 626, 630 MERRY BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 20 Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathin — Roof 30 40 40 Firewall Screw Roof Dry In 40 40 50 70 Final Window Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence unnnit r Mrl F tl.nTQ fd-691 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT T' Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SUBDIVISION:O`t CITY OF SANFORD sLT' ;'`,, BUILDING & FIRE PREVENTION PERMIT APPLICATION AUG 2 9 2016 Application No: ID Documented Construction Value: S 5LP'bZ) Job Address: WIH 7—UOlC C-% rot, Historic District: Yes [I No Parcel ID: IS -e- AtuLf'cs Residential Ef Commercial Type of Work: New E9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Name Property Owner Information Phone: Title: Street: Resident of property? : City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2044 Street: 6310 MABLETON PARKWAY SUITE 1000 Fax: (770) 941-9522 City, State Gip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Nance: Phone: Street: Fax City, St, Zip: Bonding Company: Address: E-mail: _ Mortgage Leader: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NIAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF 1'OU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A17ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 54h Edition (2013) Florida Building Code Revised: June 30. 2015 Permit Application I NORTHWEST PLUMBING BID DATE June 6.2014 REVISED March 23.2015 BUILDER TAYLOR MORRISON HOUSE TYPE BIRCH SUBDIVISION DISCOVERY SPEC LEVEL TOTAL CONTRACT 55.344 FIXTURE TYPE COLOR 8 COST MASTER BATH: TUB NIA 0.00 TUB VALVE WA 0.00 WASTE AND OVERFLOW WA 0.00 TEMPERING VALVE WA 0.00 SHOWER ROYAL 6042 SHOWER BASE WHITE I 5252.00 SHOWER VALVE MOEN BRANTFORD 2152C C 1 89.32 EXTRA SHOWER VALVE WA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 S87.71 LAV GC UNDERMOUNT 2 0.00 LAV FAUCET MOEN BRANTFORO66IOC C 2 156.43 POW DER ROOM: TUB WA 0.00 TUB VALVE WA 0.00 WASTE AND OVERFLOW WA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE I 587.71 LAV STERLING SACRAMENTO PEDESTAL WHITE I 586.33 LAV FAUCET MOEN CHATEAU $4925 C 1 SU.03 BATH: TUB 5 WHITE STEEL TUB WHITE 1 3136.62 TUB VALVE MOEN CHATEAU TL•183 C 1 91.07 WASTE AND OVERFLOW CHROME C 1 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.20 WHITE 1 87.71 LAV STERLING V• 19 DROP IN I 527.84 LAV FAUCET MOEN CHATEAU 64925 C 1 68.03 BATH: TUB WA 0.00 TUB VALVE WA 0.00 WASTE AND OVERFLOW NIA 0.00 WATER CLOSET WA S0.00 LAV WA 0.00 LAV FAUCET WA 50.00 KITCHEN: SINK OC UNDERMOUNT SS 1 0.00 FAUCET MOEN CAMERIST 7545C C 1 172.12 DISPOSAL BADGER V 112 HP 1 78.00 BAR SINK SINK WA 0.00 FAUCET WA 0.00 WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC 1 282.96 HEATER PAN YES 1 50.00 LAUNDRY ROOM: SINK WA 0.00 SINK FAUCET WA 0.00 WASH MACH ROUGH ONLY I SO.00 WMPAN YES I 50.00 SEWER AND WATER I 335.00 BACKFLOW S THERMAL EXPANSION TANK I 530.00 CHASE PIPE I 60.00 HAMMER ARRESTERS I 60.00 CAMERA I SNAKE SEW EF WA 0.00 HUB ORAIN WA WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review f'ee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ction and z ning. 6i Signature ofOwner/Agent Date lulntractodngent note Print Owter/Agent's Name Signature of Notary-Stute of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 11) Contractor/Agent is Personally Known to Me or Produced In Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No[] UTILITIES: FIRE: WASTE WATER: BUILDING: Revkcd: June 30. 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100004 BUILDING APPLICATION #: 16-10000433 BUILDING PERMIT NUMBER: 16-10000433 F"' DATE: August 09, 2016// UNIT ADDRESS: MERRY BROOK CIR 614 21-19-30-STT-0000-0650 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUP: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #206 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 614 M RRY BROOK CIR LOT 65/ THORNBROOKE PH 1 TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A FICondominium* N/A • 00 1.000 dwl unit .00 LIBRARY CO -WIDE ORD 00 Condominium* 54.00 1.000 dwl unit 54.00SCHOOL$ CO -WIDE ORD P Muultifamily N/A 2,450.00 1.000 dwl unit 2,450.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: 'r NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT ` 2-FINANCE 4-LAND MANAGEMENT `1,1 NOTE** PERSONS ARE ADVISED THAT Tt{IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ^ ISSUANCE OF A BUILDING PERMIT. v PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICAEST FOR REVIEW UST MEETEETTHE RULES GOVERNING OFTHEPPEALS COUNTYUNYEOFOCCUPANCYOROCCUPANCY. TH DEQ PICKED DEVELOPMENT CODE. REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRS'T STRET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE %P LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. I'arcel II) Nrnnher: ' I -0000- bkS O Prepared Ity Kim Carter and Taylor Morrison Homes Return fo : 2600 I-ake Lucien Drive, Suite 350 Maitland, 171- 327i1 N0TlCl': OF COMM ENCE,N9ENT. Some of Florida. County of Seminole. I'Ite uncicrsigned hereby gives notice that improvements will be made to certain real property, aid in accardance id, Chapter 713. Florida Statutes, the Gtllowing information k provided in tltis Notice of Commencement. I . Description ul' properly : LOT 'S Leal Description : 'I'hornhrooke I'hase I, according to the plat thereol. as recorded in Plat Book 70, pay 3-7, ufthe public records of Seminole County, Florida./ Addresses: 4-1 (( S.mlbrd FI. encrnl description of improvements : New'I'o%vn I•Iome Una Owner information : Name Taylor Morrison of Florida Inc. Address 2600 I-ake Lucien Drive Suite 350. Maitland, FL 3275 1 1. Fee Simple'I'ille 1•lolder : N.A. i. Comraclor came and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 3ill, Mail land, FI. 3275 1 o. Surety: N.A. 7. Lender: N.A. 8 Persons %viIItiit the State of I-lorida desiumued by the Owner upon wham notices ur wher documents maN r.attihe ,erved as provides by I13.13(I)(a)7., Florida Statutes: N.A. 5- •0w'e'o In addition In himself, Owner designates the lollowing to receive a copy ol'lhe Lienor', Notice as I ncEv Cfe N. in 713.13(I )(h), Florida Statutes. N.A. Ile. Expiration date ofnutice ul commencement: One year ti•om the dale ofrecording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTA""" ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN uo RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 12 RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSUL z YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ` rr a? 9 v 11. 11ale Signed k,/i6 Sigmtlure of Owner's Agent : W ar 0 .lohn Asa Wright 4 W o K o Taylor Morrison fGl'Izrrida Inc.cc 2 e CI VN tiworn to and subscribed befibre me this by John Asa Wright who is personally known to me. Notary Public2, vucr>c «Iy p S p.. My commission expires: 6/27/19 t e er• Serial No. VV211/108 otary Signature: rNlolary seal: I CITY OF SANFORD BUILDING & FIRE PREVENTION R ,„; PERMIT APPLICATION fXIG2013 Application No: Zall Documented Construction Value: $ 23 9G 2 • o$ Job Address: {j l MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 21-19-30-57-0000-666 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 1 LOT NUMBER : 6 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphnei2Perm4tsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 NO State License No.: CBC1257462 Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. n TV FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 V 1 ` J Permit Application at NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. gy. & In. Signature of Own / gent Date Signature of on ctor/Ag e ISS 2019 es. %00V Owner/Agent is yM Personally Known to Me or Produced ID N/A Type of ID Pl l vAt ik NoWY Sm eat Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 1 Electrical d Mechanical Y Plumbingd Gas[-] Roof Construction Type: Total Sq Ft of Bldg: 1113 Z25'1 Occupancy Use: Min. Occupancy Load: R3 2 Flood Zone: X -5 t-Z hTTE4GHc of Stories: ?— New Construction: Electric - # of Amps 1 15'O Plumbing - # of Fixtures 14T Fire Sprinkler Permit: Yes(] No # of Heads APPROVALS: ZONING: (16 UTILITIES: COMMENTS: ENGINEERING: `+'A`L fb-190A(P FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 9-- • Q' iG Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application AW. - 1, City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 618 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-5TT-0000-0660 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: NSA FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 16-2211 Reviewed by: Michael Cash, CFM Date: August 18, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: JI u o Documented Construction Value: S 1, 0 0. 66 Job Address: 6 l 0 MERRY BROOK CIRCLE Historic District: Yes No Parcel ED: 21-19-30-57-00004 66 0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da hhnn&PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. V &- Jok l Signature of Own/gent Date Signature of donclorlAglli_jto JOAO S. Soo TO t a FJtoa EX 1 70 etto27u v 9' eaA Owner/ Agent is YF0 Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: fc./3 S'o WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford D Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2211 618 Merry Brook Cir Type of Construction: I VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: SQUARE FOOTAGE OF GARAGE AND RESIDENCE: Dollar Valuation of Work: State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: Lot 66 1992 s uare feet 259 s uare feet 2251 Isquare feet 235,962.08 72.74 1,691.74 25.00 707.89 2,49737 Permit #: 16- 2211 Address: 618 Merry Brook Cir Lot 66 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2251 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 12 Plumbing Fixture Calculation 16-2211 & 16-2212 (Birch Model) 618 & 622 Merry Brook Cir (Lots 66 & 67) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16-2209; 16-2210; 16-2211; 16-2212; 16-2213; 16-2214 Address: 610. 614. 618, 622, 626, 630 MERRY BROOK CIRCLE LOTS 64-69 BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SUBDIVISION:/ • %/ LOT J D r- yam- . . a i AUG 29 91 Application No: I (n ^ ,I,L I 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: S 5(0 s Job Address: / 1— 1 G Historic District: Ves No Parcel ID: S 41 01AYCS Residential Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Name Fax: Email: Property Owner Information Phone Street: Resident of property? : City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2044 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: YARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE: OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE. RECORDING YOUR NOTICE OF CONI M EN CEM ENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws rcgulati ng construction in this jurisdiction. I understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, (auks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code in effect ns of that date: St° Edition (2014) Florida Building Code Revised: June 30. 2013 Permit Application P,->t rrc+,, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required tom other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verificatiun that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature urOwner/Agent Date Print 0%%mcr/Agent's Name Signature of Notary -state of Flu(ida Date Owner/Agent is Personally Known to Me or Produced In Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Requited: Building Electrical Mechanical Plumbing[) Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Hcads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application NORTHWEST PLUMBING BID GATE Juno 6.2014 REVISED March 23. 2015 BUILDER TAYLOR MORRISON HOUSE TYPE WILLOW SUBDIVISION DISCOVERY SPEC LEVEL TOTAL CONTRACT 5.66 FIXTURE TYPE COLD: MASTER BATH: TUB NIA TUB VALVE WA WASTE AND OVERFLOW NIA TEMPERING VALVE WA SHOWER ROYAL 6042 SHOWER BASE WHITE SHOWER VALVE MOEN BRANTFORD 2152C C EXTRA SHOWER VALVE WA WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE LAV GC UNDERMOUNT LAV FAUCET MOEN 13RANTFORD 6610C C POWDER ROOM: TUB WA TUB VALVE WA WASTE AND OVERFLOW WA WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE LAV STERLING SACRAMENTO PEDESTAL WHITE LAV FAUCET MOEN CHATEAU 64925 C BATH: TUB V WHITE STEEL TUB WHITI TUB VALVE MOEN CHATEAU TL•183 C WASTE AND OVERFLOW CHROME C WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITI LAV STERLING V• 19 DROP IN LAV FAUCET MOEN CHATEAU 64925 C BATH: TUB WA TUB VALVE WA WASTE AND OVERFLOW WA WATER CLOSET WA LAV WA LAV FAUCET WA KITCHEN: SINK GC UNOERMOUNT SS FAUCET MOEN CAMERIST 7545C C DISPOSAL BADGER V 112 HP BAR SINK SINK WA FAUCET WA WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC HEATER PAN YES LAUNDRY ROOM: SINK WA SINK FAUCET WA WASH MACH ROUGH ONLY WMPAN YES SEWER AND WATER BACKFLOW S THERMAL EXPANSION TANK CHASE PIPE HAMMER ARRESTERS CAMERA / SNAKE SE W EF NIA HUB GRAIN NIA WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA 8 COST 0.00 0.00 0.00 S0.00 1 $252.00 1 S89.32 0.00 1 $87.71 2 $0.00 2 S156.43 0.00 0.00 0.00 1 $67.71 1 S88.33 t $68.03 1 $136.62 1 $91.07 1 $0.00 I S87.71 2 $55.68 2 S136.06 0.00 0.00 0.00 50.00 S0.00 0.00 1 $0.00 I $172.12 1 S78.00 0.00 S0.00 1 S282.96 I $50.00 0.00 S0.00 1 $0.00 I S50.00 5335.00 1 S30.00 1 $60.00 I $60.00 0.00 a? COUNTY OF SEMINOLE IMPACT FEE STATEMENT C+ J 07J STATEMENT NUMBER: 16100004 DATE: August 09, 2016 BUILDING APPLICATION #: 16-10000431 BUILDING PERMIT NUMBER: 16-10000431 c UNIT ADDRESS: MERRY BROOK CIR 618 21-19-30-5TT-0000-0660 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #266 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 618 MERRY BROOK CIR LOT 66/ THORNBROOKE PH 1 / TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* .00 1.000 dwl unit 00 FIRE N/ARESCUE. 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATRECEIVED BY: ICJ SIGNATURE: PLEASE PRINT NAME) a-L2 . IDATE: LL I NOTE TO RECEIVING SIGNATORYLAPPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDIk PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THh REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERAND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Parcel 11.) Number: 21-I9-311 i'I"1'-001111-Qbb 0 I'Irpa rod Ily Kim Carter old Taylor Morrison I•lomes Iteturn I o : 2660 Lake Lucien Drive, Suite 330 Maitland. FL 32731 NO•I'lCr OF COMR'IIiNCE.ME.N'I'. Stale of hlorida. Corinty of Seminole. CLERI "E I'llc llnller-siglled hereby gives llotice that improveiticius will lie made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following inlonnation is provided in this Notice ol'Commencemem. I. Oe.scription of property : LOT /YJ 6 Legal Description : Tltonowoohe Phase I, according to the plat thereof, as recorded in Plat Book 79, Page 3-7, ol•tlte public records ol'Seminole County. 1'Irn•ida. / / r QQ // Addresses : — _ 2_I dJ l J i•e ,U _ _ Samford II- cncrul description of improvements New'I'mvn Nome Unit 3. ( hvncr iofornullion : Name Taylor Morrison of Florida Inc. Address 2000 Lake Lucien Drive Suite 330, klaitland. 17L 3275 1 1. Fce Simple 'Title Holder : N.A. i. Contractor came and address : Name Taylur Ivtorrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 330, Maitland. 1:1. 32131 6. Surety : N.A. 7. Lender: N.A. It. I'crs,m, within the State of I''Im•ida IICSigllalted by dte Owner upon whom polices or other documents may lie served as provides by 713. I3(I )(a)7., l7Ioricla Statutes: N.A. v. In addilion to himself, Owner designates the li Ilowing to receive a copy of the I.ienor', Notice as pro S `% ol1yin713.13(I )(b). Fli rida Statutes. N.A. 10. lixpirauiott dale 01'11olice ofcommencement: mencement: One year from the date of recording. Qt rr`4i V WARNINGTOOWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEh1&j sip<fl_ ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSUbf YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 00 11. Date Signed Siguawre of O%vuer's Agent : %j7+- John Asa Wright u, xTaylor Morrison-I'lilridu Inc. o LL 0 !1 400 Sworn to and suhscrihed helclre me this by .lohn Asa Wright who is personally known to plc. jp-' ,. a Notary 1 u%xhlic to1Nly commission expires: 6/27/19 !i • ,` d Scriall No. 171-'209108 Notary Signature: vola`ry seal: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION AUG q ZTt^,) 1p -d)IN z s4 2-oe 1ApplicationNo: J Documented Construction Value: $ • 00 b JobAddress: iz MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 21-19-30-5TT -0000- n6.70 Residential [) Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 1 LOT NUMBER : 0 Plan Review Contact Person: Daphne Clark Title: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 7 II k 11 M'-111 su 407- 629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E- mail: Mortgage Lender: N/A Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 ` - ` Permit Application 15 U- 0 a A , NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. AAA Signature o er/Agent Date Signature ofC ntractor/Agent Print Owner/Agent Signature of Notaryeta o Florida r Iry pES. ON, SOW Owner/ Agent is yFS Personally Known to Me or Produced ID N/A Type of ID Print Contrada(/Aiem's Name a MY COMMISSION 209108 EXPIRES: June 27, 2019 r Bonded ft Budget Noury Semis Contractor/ Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 1 Electrical 311" Mechanical E( Plumbingd Gas[] Roof Construction Type: Jg Total Sq Ft of Bldg: 22S I Occupancy Use: Q 3 Flood Zone: Z - E2. Eb Min. Occupancy Load: l Z # of Stories: ?- New Construction: Electric - # of Amps 15'0 Plumbing - # of Fixtures Iq Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: t' *1(o UTILITIES: ENGINEERING: WrC, %44(* FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF • COMMENT Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application a . . A% City of Sanford Planning and Development Services 18774—Z Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 622 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-5TT-0000-0670 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway K The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 16-2212 Reviewed by: Michael Cash, CFM Date: August 18, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION AUG C"i r,r Application No: Documented Construction Value: S _ 1% ! % fz6r, 00 Job Address: MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 21-19-30-5TT -0000- oPo Residential [) Commercial Type of Work: New O Addition Alteration Repair Demo Change of Use Move Description of Work: VIEW TOWNHOUSE UNIT - THORNEBROOK Phase 1 LOT NUMBER : 67 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: U=1Me MIT-T0810 11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 NO Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR, PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. i Signature o er/Agent Date Signature of C ntractor/Agent Print Contradlo(At(ent's Name fin' 2019 a MY COMMISSIOAff 209108 EXPIRES: June 27, 2019 Bonded Ttw Budget Notify Senita Owner/Agent is YFS Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID NIA-- Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 0 a. dam - WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park AvelipSanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2212 622 Merry Brook Cir Type of Construction: I VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 67 1992 s uare feet 259 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 1 2251 Isquare feet Dollar Valuation of Work: $235,962.08 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 72.74 1,691.74 25.00 707.89 2,49737 Permit #: Address: 16- 2212 622 Merry Brook Cir Lot 67 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2251 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 12 Plumbing Fixture Calculation 16-2211 & 16-2212 (Birch Model) 618 & 622 Merry Brook Cir (Lots 66 & 67) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16-2209; 16-2210; 16-2211; 16-2212; 16-2213; 16-2214 Address: 610.614.618.622.626.630 MERRY BROOK CIRCLE LOTS 64-69 BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 r i N:—) iam TM' g 7016 CITY OF SANFORD AUG 2 9 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION AppIclationNo: Ro Documented Construction Value: S C;(.,o n Job Address: o Historic District: Yes No Parcel ID: 157Fi xi2.l-reS ResidentialEt Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Cl Description of Norte: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2044 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/ Engineer Information Nance: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE .IOR SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructionin this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the dale of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Permit Application Revised: June 30. 2013 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review tee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit lees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of tale foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. acol Date Si ature o ontractur/Agent Date Signature of O tnerlAgent g" Print th%mcr/Agent's Name Signature of Notary -State of Florida pate Print Conirnctor/Agent's Name EXPIRES of Notary -State of Flur ida Dates V% GEORGI A, JUNE Ell L Owner/Agent is Personally Known to Me or Produced In "Type of In Contractor/Agent is Personally Known to Produced ID) Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Pcrmit: Yes No[] APPROVALS: "ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2013 Permit Application NORTHWEST PLUMBING 810 DATE Juno 6.2014 REVISED Match 23. 20 15 BUILDER TAYLOR MORRISON HOUSE TYPE REDWOOD SUBDIVISION DISCOVERY SPEC LEVEL TOTAL CONTRACT SS.68 FIXTURE TYPE COLOI MASTER BATH: TUB WA TUB VALVE NIA WASTE AND OVERFLOW WA TEMPERING VALVE NIA SHOWER ROYAL 6042 SHOWER BASE WHITE SHOWER VALVE MOEN BRANTFORD 2152C C EXTRA SHOWER VALVE N/A WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE LAN GC UNDERMOUNT LAV FAUCET MOEN BRANTFORD 6610C C POWOER ROOM: TUB WA TUB VALVE NIA WASTE AND OVERFLOW NIA WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITI LAV STERLING SACRAMENTO PEDESTAL WHITI LAV FAUCET MOEN CHATEAU 64925 C BATH: TUB 5' WHITE STEEL TUB WHITI TUB VALVE MOEN CHATEAU TL.183 C WASTE AND OVERFLOW CHROME C WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITI LAV STERLING V-19 DROP IN LAV FAUCET MOEN CHATEAU 64925 C BATH: TUB WA TUB VALVE NIA WASTE AND OVERFLOW NIA WATER CLOSET NIA LAV NIA LAV FAUCET N/A KITCHEN: SINK GC UNDERMOUNT SS FAUCET MOEN CAMERIST 7545C C DISPOSAL BADGER V 112 HP BAR SINK SINK WA FAUCET WA WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC HEATER PAN YES LAUNDRY ROOM: SINK WA SINK FAUCET WA WASH MACH ROUGH ONLY WM PAN YES SEWER AND WATER BACKFLOWS THERMAL EXPANSION TANK CHASE PIPE HAMMER ARRESTERS CAMERA I SNAKE SEWE: WA HUB ORAIN NIA WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA 0 COST 0.00 0.00 0.00 0.00 1 S252.00 I S89.32 S0.00 I S87.71 2 S0.00 2 $156.43 0.00 0.00 0.00 1 S87.71 I SW.33 1 S68.03 I S 136.62 1 $91.07 1 $0.00 I $87.71 2 555.68 2 S136.06 0.00 0.00 0.00 0.00 0.00 S0.00 1 $0.00 1 $172.12 1 $78.00 S0.00 0.00 1 $282.96 I S50.00 0.00 0.00 1 $0.00 1 $50.00 S335.00 I S30.00 t $60.00 1 S60.00 0.00 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100004 DATE: August 09, 2016 1 BUILDING APPLICATION #: 16-10000434 BUILDING PERMIT NUMBER: 16-10000434 UNIT ADDRESS: MERRY BROOK CIR 622 21-19-30-STT-0000-0670 • I TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., 206 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 622 M RRY BROOK CIR LOT 67/ THORNBROOKE PH 1 TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 1.000 dwl unit 00 FIRE RESCUE. 00 N/A LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT ^ RECEIVED BY:e)0_a(46K SIGNATURE: PLEASE PRINT NAME) / DATE: NOTE TO RECEIVING SIGNATORY[APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT NOTE** 2-FINANCE 4-LAND MANAGEMENT PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. V PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW COPIESEETOF RULESEGOVERNIINNIGrSAPPEALS F THE MAY BE PIICKEDEUPLOOREREREQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER c AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. intlrl'fal tad at ccIII) Number: 21-19-30-51fT -0000- O b 10 Prepared Ily Kilo Clkt'tcr and Taylor Morrisun I•lomes I(Cuu•n 10 261)(1 Lake Lucien Drive, Suite 350 N4ailland, I'L 32751 N()•I'ICE, (IR MIVIN91-sNCE-NI NT. Stale 411• Florida. Couldy of Seminole. Ile undersigned hereby gives notice that improvements will he trade to certain real property, and iu accordance with ('hapter 713. I'lorida Statutes, the following inlirm;uioo is provided in this Notice ofCommeocemem. I I)cscriptilm of property : LOT V Legal Description : Thornl raoke Phase 1, according a) die plat thereof; its recorded in Plat (look 79. Page 3-7, oflhe public records ol'Sentinole County. Plot•id;l. f / J ' / Addressee Stmliad l'I. J 2. (leneral description of improvements : New Town I•lome Unit Ott uer iufuruwlion : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 351). iviahland. 1'11- 327.51 1. hcc Simple Tille H(Ilder : N.A. i, ConU•actor name and address : Name Taylor N9orrisun of Florida Inc. Address 2600 Lake Lucien Drive Suite 3511• Maitland. PI.32751 6. Surely • N.A. 7. Lender: N.A. 8. Persons within the State of Plorida designated by (lie Owner upon whom notices or other docutltents may,cti'A:e,' he served as provides by 713.13(1)(a)7.• Florida Statues: N.A. . 1 O In addition to himself • Owner designates the IbIlowing to receive a copy of the Lienor', Notice its provi in 713.13(1 1(b), I'lorida Statutes. N.A.. 1'• IU. Iapit;ttion date of notice ufcununencentent: One year Isom the date of recording. CID WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 0 RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. a a V d ce. `11 1 c: t 1. Date tiigued a' Siguuutrc of Owner's Agcut : _ N- _ `---W , 11 1 John Asa kVright Taylor Morrison-Nlnrida Inc. • S1%or11 to and subscribed heliore me this by John Asa Wright who is personally known to me. ID... Pam"" t,t'graEt9 Vwary Ihthlic o t vNsk,p'c' M) commission expires: 6/27/11) 4i Q OA Serial No. 1'F209108 Votary Siguauuc: +aeeoAfolary soul: r \ s CITY OF SANFORD AM, BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 0 Documented Construction Value: $ LA L-k L-4 t 5 • 2-Ict Job Address: 6 26 MERRY BROOK CIRCLE Historic District: Yes No Parcel I:D: 21-19-30-5TT -0000- 41& 0 Residential R Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 1 LOT NUMBER : 6Y Plan Review Contact Person: Daphne Clark Title: 1 •'11 o.stl-(1'' II k7 a P '-tll lL Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property?: NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect //as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 1 7 Permit Application am NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. IA_0_Z2,___ O; / 4 J" g ! Signature of/wrier/Agent We Signature of Co tractor/ ent DateJ TAYLOR MORRISON OF FLORIDA INC Print Owner/Age ID. P`if 2 19 Signature of -State of Florida • JOHN ASA WO &T Print Contrac; 7L: me_ Signature of Notary -State of Florida t P' rue4 oAtSs1 g ,Lp19 MA "A04 c of *'; Owner/Agent is y & Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [3"' Electrical 2'0' Mechanical [j Plumbing[ Gas[] Roof Construction Type: ./ d Occupancy Use: P_ 3 Flood Zone: k -S A'tcgcHED Total Sq Ft of Bldg: Z3 ZO Min. Occupancy Load: t'Z- # of Stories: 2 New Construction: Electric - # of Amps t5_0 Plumbing - # of Fixtures 14 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:,L 4"P "6 UTILITIES: WASTE WATER: RNGINEERING: M7G 6AS-1% FIRE: BUILDING: 40r 9.1?- t& Ok to construct townhome with setbacks and impervious area shown. COMMENTS: _ No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application 1%- * o City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 626 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-5TT-0000-0680 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: 6P# 16-2213 Reviewed by: Michael Cash, CFM Date: August 18, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 0 ' WY3 Documented Construction Value: S. Job Address: 2 MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 21-19-30-57 -0000- C R 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move III I1 I i 1 / • 1 • 1 •1 :•• mot. - • 1 ll Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da hnela7PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property?: NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257-6940 City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A E-mail: Mortgage Lender: N/A Address: Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 022 / 1 s' Signature of er/Agent a Signature of Co tractor/ ent Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Age ' ID,9FF19 Signature of -State of Florida * ,T JOHN ASA WI&HT Print Contractor/ erne WK Signature of Notary -State of Florida • t10b AMr t6o4' Owner/ Agent is yM Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID N/n_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: Wh6' 'k WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division D 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2213 626 Merry Brook Cir Type of Construction: N VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE SQUARE FOOTAGE OF GARAGE ONLY: Lot 68 2071 Isquare feet 249 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2320 s uare feet Dollar Valuation of Work: $244,415.29 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 75.27 1,750.91 25.00 733.25 2,584.43 Permit #: 16- 2213 Address: 626 Merry Brook Cir Lot 68 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2320 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 12 Plumbing Fixture Calculation 16-2210 & 16-2213 (Redwood Model) 614 & 626 Merry Brook Cir (Lots 65 & 68) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 Totol Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16-2209; 16-2210; 16-2211; 16-2212; 16-2213; 16-2214 Address: 610, 614, 618, 622, 626, 630 MERRY BROOK CIRCLE (LOTS 64-69) BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric UndergTound 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERM.IT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 D• /• /T0 CITY OF SANFORD AUG 2 9 M6 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job AddressloaQ (Cl e—, Historic District: Yes No Parcel ID: 1 5 ]n Art'S Residential 9 Commercial Type of Work: New Sf Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Pcrson: Phone: Fax: Name Street: City, State Zip: Title: Email: Property Owner Information Phone: Resident of property? Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2044 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Leader: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, (auks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date or application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE": In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will ,be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees %vhen the permit is issued. OWNER'S AFFIDAVIT: I certify (lint all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1 Signature of 0%%mcr/Agent Date Signature of Con etor/Agent ate SO Print Owier/Agent's Name Print Contractor \gent's Name ;y EXFnREs c = GEORGIA Signature of Notary -Butte of Florida Date Signature of Notary -Store of Florida Date s JUNE 8, 2020 1G y'QRo11toJ Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Alin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No[] APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Rcviscd: June 30. 2015 Permit Applicatinn NORTHWEST PLUMBING 810 DATE Juno 6.2014 REVISED March 23.2015 BUILDER TAYLOR MORRISON HOUSE TYPE REOWO00 SUBDIVISION DISCOVERY SPEC LEVEL TOTAL CONTRACT 55.68 FIXTURE TYPE COLOR 0 COST MASTER BATH: TUB NIA 0.00 TUB VALVE NIA 50.00 WASTE AND OVERFLOW WA 0.00 TEMPERING VALVE WA 50.00 SHOWER ROYAL 6042 SHOWER BASE WHITE 1 252.00 SHOWER VALVE MOEN BRANTFORO 2152C C 1 89.32 EXTRA SHOWER VALVE WA 0.00 WATER CLOSET STERLING WINOHAM ELONGATED 1.28 WHITE 1 87.71 LAV GC UNOERMOUNT 2 50.00 LAV FAUCET MOEN BRANTFOR06610C C 2 5156.43 POWDER ROOM: TUB WA 0.00 TUB VALVE NIA 0.00 WASTE AND OVERFLOW NIA 0.00 WATER CLOSET STERLING WINOHAMELONGATED 1.28 WHITE 1 587.71 LAV STERLING SACRAMENTO PEDESTAL WHITE I S88 33 LAV FAUCET MOEN CHATEAU 64925 C 1 68.03 BATH: TUB S'WHITE STEEL TUB WHITE I 5136.62 TUB VALVE MOEN CHATEAU TL• 183 C 1 91.07 WASTE AND OVERFLOW CHROME C I 50.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV STERLING V•19 DROP IN 2 55.68 LAV FAUCET MOEN CHATEAU 64925 C 2 136.06 BATH: TUB NIA 0.00 TUB VALVE NIA 0.00 WASTE AND OVERFLOW NIA 0.00 WATER CLOSET NIA 0.00 LAV NIA 0.00 LAV FAUCET NIA 0.00 KITCHEN: SINK GC UNOERMOUNT SS 1 0.00 FAUCET MOEN CAMERIST 7545C C 1 172.12 DISPOSAL BADGER V 112 HP 1 S78.00 BAR SINK SINK WA 0.00 FAUCET NIA 0.00 WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC 1 282.96 HEATER PAN YES I 50.00 LAUNDRY ROOM: SINK WA 0 00 SINK FAUCET WA 0.00 WASH MACH ROUGH ONLY 1 OAO WMPAN YES I 550.00 SEWER AND WATER 1 5335.00 SACKFLOW S THERMAL EXPANSION TANK 1 30.00 CHASE PIPE I 560.00 HAMMER ARRESTERS I 560.00 CAMERA/ SNAKE SEWEF WA 50.00 HUB ORAIN NIA WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA COUNTY OF SEMINOLE IMPACT FEE STATEMENT a/3 STATEMENT NUMBER: 16100004 BUILDING APPLICATION #: 16-10000435 BUILDING PERMIT NUMBER: 16-10000435 DATE: August 09, 2016 7 ' I UNIT ADDRESS: MERRY BROOK CIR 626 21-19-30-STT-0000-06803 a b TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #206 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 626 MERRY BROOK CIR LOT 68/ THORNBROOKE PH 1 / TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 1.000 dwl unit 00 FIRE RESCUE. 00 N/A LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: L^/ )k- LA/ 1t_ SIGNATURE: X PLEASE PRINT NAME) 2( DATE: _ll NOTE TO RECEIVING SIGNATORYOPPLICANT: FAILURE TO NOTIFY O R AND ENSURE TIMELY PAYMENT MAY REESUIT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 1n 2-FINANCE 4-LAND MANAGEMENT 1 V1 NOTE** PERSONS ARE ADVISED U,LIBTARD/EATHE SOLEOUNTYROADRE/RSCELIBRARY AND/OR ISSUANCE OF A BUILDING PERMIT. " I PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, O TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE. BUT NOT LATER THAN COPIES OF RULES eOVERNINGrAPPEALS RAF BE FICKEb-UP--OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-66S-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Parcel II) Number: 21-19-30-51T-0000- Dill) 0 Prepared Iiy Kint cartel. - -- and 'Taylor h4orrison I•lomes Itclurm 'I'o • 2600 Lake Lucien Drive, Suite 350 Nlaidand, Fl- 32751 IN, n•r1cl- OF U)MMI.NcEIV11.NT. State 411, Florida. couuly of Seminole. 111111 H111 Ilea 4I;1111m 11a; 'I ; im LIL ' r Ai I 61.19T.,t: ; Pike undersigned hereby gives notice that improvemcmu will be made to certain real property, and in accordance wuh Chapter 713. I-lorida Slaimes, the following informatien is provided im this Notice ofConmmencenrnl. I. Ilcscriplioo of propero : LOT 8 Legal Description : fhornbrool:c Phase I. according to (lie plat thercol, as recorded in Plat Hook 79, Page 3-7. ol'the public records ol'Scminole County. Florida. QQ addressee ' -- - --6 G 6 . 41 l 6G L.e. Sanliord FLy 2. Ccneral description of improvements : New Town I tome Unit 3. Owner inl'orualion : Name 'Taylor Nlorrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FI. 32751 4. Fcc Simple'1'itle 1•lulder : N.A. S. conU•actor 11a11le and address : Name Taylor Nlorrisoo of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, klaidand. FI. 3275 1 6. Surely : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by like Owner upon whom notices or other documents he served as provides by 713.13(1)(a)7.. Florida Statutes: N.A. 9 In addition to himself, Owner designates the Following to receive,% copy ofthe Lienor'a Notice as pair' *s in 713.13(1)(1)). I7lurida Statutes. N.A. i, e; S 10. I:xpiralion date ofnotice of commencement: One year from the date ofrecording. 4ti s WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN % s' RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 00 RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULTz YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. z C Vt 1 oVC J \ 8 W 11. 1).mc Signed :<f Y A Sigoatore of0%vner's Agent : _ _ /f7- _ _ 8 o 19 John Asa Wrwhi F Y a Taylor Morrison-Nlorhda Inc. Sworn lu attd subscribed helore me this by John Asa Wright who is personally known to me. wu, \1A 0`4iri... Nolary 1111hlic Nly commission expires: 6/27/19 Scrial Nei. VI 2119109 I Notary SigutlUu c: Nolary scal: co O N 0 CZA Ar M] CITY OF SANFORD BUILDING & FIRE PREVENTION I M3 PERMIT APPLICATION Application No: Documented Construction Value: S 2-4 N 3 3 Z- ZO Job Address: b 3 d MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 21-19-30-57-0000-Q l o Residential R Commercial Type of Work: New O Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 1 LOT NUMBER: 69 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daohne(DPermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR \` PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF G, COMMENCEMENT. (lam Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application F. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. J/ , /-, , O 6 Signature of er/Agent V hate Signature o Contracto I Da TAYLOR MORRISON 0 LORIDA INC JOHN ASA W HT Print Owner/Agent's Name Print Con Name ah% Signature of Notaryloriadase WC toll2p19Signawreootary `tao f FIoMQr IA S 21, I 4reofcos Owner/ Agent is yE& Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID -NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [f Electrical [f Mechanical L( Plumbing[ Gas[] Roof Construction Type: %4Q Occupancy Use: (Z Flood Zone: )(• Sc"t Total Sq Ft of Bldg: Z(623 Min. Occupancy Load: % `A # of Stories: 'I - New Construction: Electric - # of Amps 150 Plumbing - # of Fixtures ZO Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: (lo UTILITIES: COMMENTS: ENGINEERING: IX-M VkV('P FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F 8' 1?' lL Ok to construct townhome with setbacks and impervious area shown. Revised: June 30, 2015 Permit Application r. P11 O 4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 630 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-5TT-0000-0690 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 16-2214 Reviewed by: Michael cash, CFM Date: August 18, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION r,..: PERMIT APPLICATION ALIS Application No: I o 2'Z Documented Construction Value: S 17 C 9YT 0 Job Address: b 3 V MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 21-19-30-5TT-0000-0 6d10 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move MIRE R.M. TIVIT.Wk Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Irs -111- O O 11 -- 11 M- 11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-257-6940 Fax: State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Fax: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 516 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 6 Signature of weer/Agent V Date Signature o Contracto t Da TAYLOR MORRISON OFeELORIDA INC JOHN ASA W GHT Print Owner/Agent's Name Print Contract Name 06 1pe SOOT Signature of Notary-9fifo-drFlorida WMwl # QA SSN NS V4Signatureo otary Ctet4$#IMQ A S g2 , ins 1aEerPQ° Owner/ Agent is YFS Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID Produced ID MIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 'g' WASTEWATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30. 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2214 630 Merry Brook Cir Type of Construction: I VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 69 2165 s uare feet 458 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2623 s uare feet Dollar Valuation of Work: $264,332.20 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 81.25 1,89033 25.00 793.00 2,789.58 Permit #: 16- 2214 Address: 630 Merry Brook Cir Lot 69 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2623 Plumbing Fixtures: 20 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 Plumbing Fixture Calculation 16-2209, 16-2214 (Willow Model) 610 & 630 Merry Brook Cir (Lots 64 & 69) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs 1 Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 20 REQUIRED INSPECTION SEQUENCE Permit # 16-2209; 16-2210; 16-2211; 16-2212; 16-2213; 16-2214 Address: 610.614, 618, 622, 626, 630 MERRY BROOK CIRCLE LOTS 64-69 BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 I• QJ ti4'U' AiQ AUG 2 9 2015 J A Application No: 16 - S ( ! `i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ VS (A-6 Job Address: (V3o Oyvok CI e—cie Historic District: Yes No Parcel ID: /C5 —FI X'ii kVel'S Residential Commercial type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Natue NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2044 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE. OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOB SITE BEFORE THE FIRST INSPEC'"ON. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsrcgulatingconstructionin this jurisdiction. I understand that it separate permit must be secured for electrical work, plumbing!, signs, wells, Pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall he inscribed with the date of application and the code in effect as of that date:.5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pemiit Application WI1low NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be taund in the public records of this county, and there may be additional permits required tom other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofO%ener/Agent Date ox,, - A 41acp f Signature of ntraetur/Agen Date Print Ott'nedAgent's Name Print CuntracterIAgent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID S/L /A& ? J' EXPIRES Signature of Notary -State of Florida Datof fQ GEORGIA JUNE 8, 2020 Contractor/Agent is Personally Known to Produced ID) Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof[] Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [I No APPROVALS: ZONING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Recited: June 30. 2015 Permit Application NORTHWEST PLUMBING 810 DATE June 6.2014 REVISED Mmeh 23. 2015 BUILDER TAYLOR MORRISON HOUSE TYPE BIRCH SUBDIVISION DISCOVERY SPEC LEVEL TOTAL CONTRACT 95.344 FIXTURE TYPE COLOR 0 COST MASTER BATH: TUB WA 0.00 TUB VALVE NIA 50.00 WASTE AND OVERFLOW NIA 0.00 TEMPERING VALVE NIA 0.00 SHOWER ROYAL 6042SHOWER BASE WHITE I 5252.00 SHOWER VALVE MOEN BRANTFORD 2152C C 1 89.32 EXTRA SHOWER VALVE NIA 50.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV GC UNOERMOUNT 2 50.00 LAV FAUCET MOEN BRANTFORD 6610C C 2 5156.43 POWDER ROOM: TUB NIA 0.00 TUB VALVE NIA 0.00 WASTE AND OVERFLOW NIA 0.00 WATER CLOSET STERLING WINDHAMELONGATED 1.28 WHITE 1 587.71 LAV STERLING SACRAMENTO PEDESTAL WHITE 1 88.33 LAV FAUCET MOEN CHATEAU 64925 C 1 68.03 BATH: TUB S' WHITE STEEL TUB WHITE 1 136.62 TUB VALVE MOEN CHATEAU TL.183 C 1 591.07 WASTE AND OVERFLOW CHROME C 1 50.00 WATER CLOSET STERLING WINDHAMELONGATED 1.28 WHITE 1 W7.71 LAV STERLING V- IS DROP IN 1 27.84 LAV FAUCET MOEN CHATEAU 64925 C 1 68.03 BATH: TUB NIA 0. 00 TUB VALVE NIA 0.00 WASTE AND OVERFLOW NIA 0.00 WATER CLOSET WA O 00 LAV NIA 50. 00 LAV FAUCET WA 50.00 KITCHEN: SINK GC UNOERMOUNT SS 1 0.00 FAUCET MOEN CAMERIST 7545C C 1 172.12 DISPOSAL BADGER V 112 HP 1 78.00 BAR SINK SINK WA 0. 00 FAUCET WA 0. 00 WATER HEATER 50GALLON RHEEM ELECTRIC ELEC 1 282.96 HEATER PAN YES 1 550.00 LAUNDRY ROOM: SINK WA 0. 00 SINK FAUCET WA 0.00 WASH MACH ROUGH ONLY I 50.00 WMPAN YES I 550.00 SEWER AND WATER I 335.00 BACKFLOWS THERMAL EXPANSION TANK I 530.00 CHASE PIPE 1 560.00 HAMMER ARRESTERS 1 560.00 CAMERA I SNAKE SEW EF NIA 0.00 HUB ORAIN NIA WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA COUNTY OF SEMINOLE IMPACT FEE STATEMENT 44 STATEMENT NUMBER: 16100004 DATE: Aug ust 09, 2016 BUILDING APPLICATION #: 16-10000436 BUILDING PERMIT NUMBER: 16-10000436 UNIT ADDRESS: MERRY BROOK CIR 630 21-19-30-5TT-0000-0690 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #206 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 630 MERRY BROOK CIR LOT 69/ THORNBROOKE PH 1 / TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A 00 1.000 dwl unit 00FICondoSCUEum* N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 4 STATEMENTP %%6 6P< RECEIVED BY: l/. SIGNATURE: PLEASE PRINT NAME) ZDATE: Q NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** W DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT W n 2-FINANCE 4-LAND MANAGEMENT A. NOTE * * I{ UNDER THEACOUITYIROADTHFIRE/RESCUE,, SEMINOLENS LIBRARYYAAND/OREEDUCATIO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THL REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERAND SHOULD REFERENCE L THE COUNTY BUILDING PERMIT NUMBER AT THE 'LOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Parcel II) Number: 21.19-30-51"1"41( 10-&J 0 Prepared By Kim Carter and 'I'aylor N4o1risnn I-looles Return I'o : 2600 Lake Lucien Drive, Suite 350 Nlaidand. FL 32751 NOTICE Or COMMENCEMENT. tilalc of Florida. Chaney (it,sentinolc. MIN II III1011!q:f.!!:`1" 'aitsat I 1ItioflfitILLkI:'S 9 'IJLb14f I'he underNigned hereby gives notice thal improvements will be Illade W cel'taill refill property, and in accordance with Chapter 713. Florida Statues, the following infnrnlation is provided in this Notice ofConmlencemeol. I . Iescription of property : LOW Legal Description : " I'hornbrooke Phase I, according to (Ile plat IllereoC as recorded in Plat Book 79, Page 3-7. ofthe public records ol'Scminole County. 1=lorid• . Q Addresses: 2. (.' cacral description of improvemeols : New "Town Home Unit 3. Owner inl'ornlation : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Orive Suite 350. Nlaitand. FL 32751 I. hce Simple "I'itle I•lolder : N.A. 5. Contractor name and address : Name "faylor 1vlorrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, \,laidand, FL 32751 G. Surely : N.A. 7. Leader: N.A. K. Persons within the Seale of Florida des ignaled by IIIc Owner upon whorl Ilotices of other doctIments ji s he served as provides by 713.13(1)(a)7., Florida Statutes: N.A. l. In addilion m himself, Owner designates the lihllowing to receive it copy of the I.ienrn', Notice as prli pe 4 in 713. 13(I)(bl. Florida Statutes. N.A. I I. Fxpir doll dale of notice of commencement: One year from file date of recording. o n 1: 0 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT o z O ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN W r cV RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 2 re RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSUL $ O YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. a C qC 0 / 1] Q J p w,- Q 11. 11: I1e Signed O i Signature of 0wuer's Ageal : _ jj7•- __ aFc W z John Asa \\ 11*1011 Taylor Morrison - Plhrlwl Inc worn to and subscribed hefrlre me this by John Asa Wright who is personally known to me. wc^o 9\5 10 Artie Notary Public A9y commission expires: 6/27/19 Serial No. F"PI-091118 Notary Sign:Uore: EONotary seal: DESCRIPTION AS FURNISHED: Lot 64, 65, 66, 67, 68, and 69, THORNEBROOK PHASE 1, as recorded in Plot Book 79, Pages 3 through 7 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. a O Fj rRAcr e to O O h 4i 0) Co ON— LINE 1 TRACT 6 99 ?_Q' 99 nn' S 00009' 03" E 99 nn, 99 nn, TRACT B 99 nn, 99 O?' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' ac Ac ON 01 JNE 7.2' 20.0 c 3, 9 c 7' 3 Mo. 7.2' LIA LANAI LANAI LANAI LAWV Ok sets ON JIVE 7.2' 7.2' Ol ILIALOT69 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64 "7 PAVER PAVER ENTRY Y.".PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED E Y2.0 PROPOSED w 2.0' ATTACHED ATTACHED ATTACHED ATTACHED ATTACHED ATTACHED 2.0RESIDENCEWRESIDENCEWRESIDENCEWRESIDENCEWRESIDENCEWRESIDENCE b30 onto i0zz e18 y IsILA h. 010 F.F.E - 25.9' c F.F.E = 25.9' o o F.F.E. = 25 9' c cc f.F.E = 25.9' c c F.F.E = 25.9' CO a I°D m°' a'oO1 Qom3 WALLOW 2 REDWOOD 2 2 Z REDWOOD = WILLOW 3 LL PAVER ENTRY PAVER EMRY PAVER ENTRY PAVER CIL, 7' 3.7, ry' 34.7' O F 9 10.0' 9 91 10.0' K 916' 16' PAVER PAVER PAVER PAVER PAVER PAVER DRIVE OR V PAVER PAVER ORNE ORNE PAVER AVER ORNE DRIVE WALK WALK WALK WALK 5.00' 00' 25 ' 2 .00' 25. 25. ti PC) tiayb M1k ZZ. d i ZZ. UU zz. UU zz 0U J IVALLKK ZZ -00 ZNZ. 33' d oleiy CURB 6.8.) S 00 09' 03" E PROPOSED = FINISHED SPOT GRAD£ ELEVATION PER DRAINAGE PLANS PROP'0.SED CC PER PLANS 25 9' MERRY BROOK CIRCLE (40' R/W) TRACT A 8P Ito - T2 00 LA LOT 65 OR 68 NOTE PAYER ARE NOTPEINCLUDEDINWPERVRVIIOUSAREA I rt. i _; . 8 I to (l ti E to construct townhome with Jacks and impervious area shown. ON LOT AREA GALCU LOT - Z090 LIVING - 894 GARAGE = 249 PAVER ENTRY - 36 LANs 102 BREEZEWAY= N/A noNs: SO.FT. SO.FT. SOYT. SO.FT. SOFT. SO.fT E No additional impervious PAVER DRIVEWAY= 225 SOFT. A/C PAD = 9 SO.FT. Permitted beyond initial PAVER WALKWAY - 48 IMPERVIOUS 60.0 SOFT. X construction. 1.254 SOD a 597 SOFT. SOFT w Uri' EV1 AIYtA GULAIIUNb: R/W = 175 SO.FT. PLOT PLAN ONLY' APRON = 30 SOXT. SIDEWALK - 110 SOFT. b NOT A SURVEY) SOD = 36 SO.Fr. O m PROPOSED INFORMAnON SHOWN TOTAL AREAS. AREABASEDONSUPPLIEDPLAN Z266 SO.FT. h AND/oR INSTRUC17ONS PER DRIVEWAY - 255 SOXT. CUENT(NOT FlELO VERIFIED SIDEWALK - 158 SO.Fr. SOD - 563 SO.FT. 1CO LOT 64 OR 69 LOT 66 OR 67 NOTE PAVER RIMS ARE NOT NOTE PAYER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA INCLUDED IN IMPERVIOUS AREA ON LINE I ON LOT ARFA CALCULATIONS AN I nT ARFA rA# rl n ATPnMc- LVI - z.121 Sl7.rT. LIVING - 770 SOFT. GARAGE - 458 SOFT. PAVER ENTRY - 9 SQ.FT. LANAI = 93 SOFT. BREEZEWAY = N/A SOFT PAVER DRIVE 4Y 400 SOFT. A/C PAD = 9 SOFT. PAVER WALKWAY - 6 SOFT. IMPERVIOUS = 62.7 R 1.330 SOXT. SOD = 376 SOFT. OFF LOT AREA U S: R/W - 179 SOFT. APRON - 51 SOXT. SIDEWALK = 112 SOFT. SOD - is SOFT AHCA 2.300 SOFT. DRIVEWAY 451 SOFT. SIDEWALK t t8 SO.FT. 500 392 so.FT. 5400 E. COLONIAL OR 407)-277-3232 SOVE P - 20'- UTILITY LY ACCESS R/W GRUSE.MHLTYER AS'COTT ASSOC,, INC. - LAND SURVEYORS TMPAL. P®fT OI LD[ e . /ISOOG SETMOf LOE D IELTA NOTES PLAT •RL Pm®1 Or IiVO!!t QRVAII/RM O.iG • CIMN lDK TDQ CM WARDS 1. PC (008t GIFD ODES MEJ;EW C0WV ANT IM SL4W MIS PC A&MM 1WRI AI SIAIOUM 47 MM Or F FUI.I = POINT W tow 1O awA vivC • WN FOCC UTILITY ME FIORlOA DOM OF FROFESS0MY. LAND SL4r&V0M4 W CNNP7ER Sd-17 OF THE P AMM ALM IPOWITC Coo[ tV. 0am1 I PAZ1{tR1L, W1AL W C/I • COOTIE Vj= Pt • PmR W uI,I, IDCNWM MIX l6 RING L (CUM f1 SM WTH SLWM* S SLIL. A6 SURVEY 4 WT 1WD NO 6 PRESUM FW WVRU47XWL FORPOSM Mr. P= COOLIE Il7RKJNT P17G POIPOINT TAMMYP.T. • OC R W TN CYIEVC. • WS16®iml NLD NAI MSKMAD. A IL9t 1 M6 SVAVEY WL5 PREPARED FROM 11R£ OFi]RUCTION 1lA Mta TO 11¢ StOM R ME7LE WY BE OMM RESTWFIOP6 W1 LN. . VE' LL ED ASI6 RKIOC. . AQOVOtED CALL . CALLIRA Ff. T W COMOREIOrtCONOCID POWAOR w7umCE IORIPLMT T009m Flint ELLVATmI R • RAM L •ARC tEJSIR VINEOPT. RISIDINT TG>t10RCpREpLpQ OR EASEMUOS ANT AFFECT 7765 PRWW7Y. A W WRi7tOtgAD DtQROYOLOiIS HIVE BEII/ LOOATED lDRt55 OI7Li/11D5E 51101M. HP • t7T1Ess raw NOR1N 5. M6 SLW4Y 6 FRETARW FOR Art SOLE EG]4iW OF THOX CDUWIW WAND SNOLW MOr BE RUM ~ Or ANY IRS BUIIDDIG 6. rgt THE LOF OIPROIeDOM Mf1 M sm" Wr 8E um To /iEL Q16/R11CT Li01R01RY LiNa Ca" MED 61. . /PRawER Y oOiS MDT LIE 1171FCH 7. WAIT M ARE aaW ASSIAIED GAIM AND ON ME LOX SAWN AS SW WARM Wj IW (STAOMM 100 YEAR FL" PLANE AS PER 'iLW 6 EIEMIAOW,, 6 910NR Air BLSED ON MOM OBWETLC VERTK'AL OITUI U, Ism 1104655 OTION15E NO= TOY LL mwsd4KEyck RLS 14714 44AIM W. SCOTT. R.LS 14801 ZONE IT PAMM / 121117C OOW F a cl7TIVRAIE OF A TINORMAWN Mu 4M LUI - Z.090 JV.r I. LIVING - 824 SQ.FT. GARAGE - 259 SO.FT. PAVER ENTRY - 68 SOFT. LANAI = 102 SQ.FT. PAVER ORNEWAY- 261 SO.FT. DRIVEWAY - 251 SOFT. A/ C PAD - 9 SOFT. PAVER WALKWAY = 25 SO.FT. IMPERVIOUS = 57.1 x 1. 194 SOFT. SOD = Sa9 SO FT R/ W 176 SOFT. APRON 30 SOFT. SIDEWALK 110 SOFT. SOD 36 SOFT. AREA Z256 SO.FT. ORNEWAY 291 SQ.FT. SIDEWALK 135 SOFT. ORLANDO. FL 32807 FAX ( 407)-658-1436 OR4W BY: ••• ORM Na ED PLOT PLAN,(ADDW SO. FT. CALLS) 08-49-1l ED PLOT PLAN (MKS) w-10-16 ED PLOT PLAN (PAVERS) 08-15-16 D PLOr PLAN (F.F. 13iV. PER MEW PLANS) 08-18-16 T011114311 I C E'Z Ef.eatti,ud esEzvieEs,ne. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN 2059 2 1 1 1 Willow Townhome SOFT GENERAL LIGHTING X 3 VA PER SO FT 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA LAUNDRY CIRCUIT AT RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN WATER HEATER DISHWASHER CLOTHES DRYER DISPOSAL (1/3 HP) MICROWAVE CIRCUIT SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT 100% REMAINDER OF GENERAL LOAD AT 40% 21377 VA x . 4 TOTAL NET GENERAL LOAD 3 TON HEAT PUMP #1 TON HEAT PUMP #2 5 KW ELECTRIC HEAT KW ELECTRIC HEAT 21 AMP X 240 VA = AMP X 240 VA = AT 65% AT 65% 6177 VA 3000 VA 1500 VA 8000 VA 4500 VA 1200 VA 5000 VA 500 VA 1500 VA VA 31377 VA 10000 VA 8551 VA 18551 VA 5040 VA 0 VA 3250 VA 0 VA NET GENERAL LOAD 18551 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26841 VA CALCULATED LOAD FOR SERVICE 26841 VA / 240 V= 111.84 AMP ISO AMP SERVICE 16-2209 p p LECE'LCLQL C, E2VLGE IZC. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Redwood Townhome 1943 2 1 1 1 1 1 1 1 SOFT GENERAL LIGHTING X 3 VA PER SO FT 5829 VA 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA LAUNDRY CIRCUIT AT 1500 VA RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA CLOTHES DRYER 5000 VA DISPOSAL (1/3 HP) 500 VA MICROWAVE CIRCUIT 1500 VA VA SUBTOTAL OF GENERAL LOAD 31029 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 21029 VA x . 4 8412 VA TOTAL NET GENERAL LOAD 18412 VA 3 TON HEAT PUMP #1 21 AMP X 240 VA = 5040 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18412 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26702 VA CALCULATED LOAD FOR SERVICE 26702 VA / 240 V= 111.26 AMP 150 AMP SERVICE 16-2210 eui'0,ti01 SANFOh,O a QgRTW1Ec I LECt2LCLtL C,E'LVICE IZC. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Birch Townhome 1832 SOFT GENERAL LIGHTING X 3 VA PER SO FT 5496 VA 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA 1 WATER HEATER 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 5000 VA 1 DISPOSAL (1/3 HP) 500 VA 1 MICROWAVE CIRCUIT 1500 VA VA SUBTOTAL OF GENERAL LOAD 30696 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 20696 VA x . 4 8278 VA TOTAL NET GENERAL LOAD 18278 VA 3 TON HEAT PUMP #1 21 AMP X 240 VA = 5040 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18278 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26568 VA CALCULATED LOAD FOR SERVICE 26568 VA 1240 V= 110.70 AMP ISO AMP SERVICE 16 -221 1 r LEI pC+ ff" rt G' L'ZCC'QL G E2VLL'E 1ZG'. 2153 Premier Row Orlando, FL 32809 407- 812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Birch Townhome 1832 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 5496 VA 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA 1 WATER HEATER 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 5000 VA 1 DISPOSAL (1/3 HP) 500 VA 1 MICROWAVE CIRCUIT 1500 VA VA SUBTOTAL OF GENERAL LOAD 30696 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 20696 VA x . 4 8278 VA TOTAL NET GENERAL LOAD 18278 VA 3 TON HEAT PUMP #1 21 AMP X 240 VA = 5040 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18278 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26568 VA CALCULATED LOAD FOR SERVICE 26568 VA / 240 V= 110.70 AMP 150 AMP SERVICE 16- 2212 G Z1 ;; 5 ::: ' DiiE2VLLE.IZ L'. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Redwood Townhome 1943 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 5829 VA 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA 1 WATER HEATER 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 5000 VA 1 DISPOSAL (1/3 HP) 500 VA 1 MICROWAVE CIRCUIT 1500 VA VA SUBTOTAL OF GENERAL LOAD 31029 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 21029 VA x . 4 8412 VA TOTAL NET GENERAL LOAD 18412 VA 3 TON HEAT PUMP #1 21 AMP X 240 VA = 5040 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18412 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26702 VA CALCULATED LOAD FOR SERVICE 26702 VA / 240 V= 111.26 AMP ISO AMP SERVICE 16-2213 p%LD Nc SANFORD LEa(. {.19 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Willow Townhome 2059 2 1 1 1 1 1 1 1 SOFT GENERAL LIGHTING X 3 VA PER SO FT 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA LAUNDRY CIRCUIT AT RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN WATER HEATER DISHWASHER CLOTHES DRYER DISPOSAL (1/3 HP) MICROWAVE CIRCUIT SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT 100% REMAINDER OF GENERAL LOAD AT 40% 21377 VA x . 4 TOTAL NET GENERAL LOAD 3 TON HEAT PUMP #1 21 AMP X 240 VA = TON HEAT PUMP #2 AMP X 240 VA = 5 KW ELECTRIC HEAT AT 65% KW ELECTRIC HEAT AT 65% 6177 VA 3000 VA 1500 VA 8000 VA 4500 VA 1200 VA 5000 VA 500 VA 1500 VA VA 31377 VA 10000 VA 8551 VA 18551 VA 5040 VA 0 VA 3250 VA 0 VA NET GENERAL LOAD 18551 VA NET TOTAL HEAT 8290 VA TOTALLOAD 26841 VA CALCULATED LOAD FOR SERVICE 26841 VA 124o V= 111.84 AMP # 16 _ 2 2 1 4 ISO AMP SERVICE 0Lo,N6 SANFORD 1 F OA RTC+' Lumber destdh V4(sJes are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 64-69 - Site Information: Customer Info: Taylor Morrison Lot/Block: 64-69 Address: City: Sanford RECORD COPY Project Name: TB64-69 Model: 6PIex Subdivision: Thornebrook State: Florida MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 139 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 137 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name 1 T9093730 C01 7/20/0183 T9093752 F17 2 T9093731 CO3 7/20/0164 T9093753 F18 3 T9093732 C04 7/20/0185 T9093754 F19 4 T9093733 C05 7/20/0166 T9093755 F20 5 T9093734 C06 7/20/0187 T9093756 F21 6 T9093735 C07 7/20/0168 T9093757 F22 7 T9093736 C08 7/20/0169 T9093758 F23 8 T9093737 F01 7/20/0160 T9093759 F24 9 T9093738 F02 7/20/0161 T9093760 F25 10 T9093739 F03 7/20/0162 T9093761 F26 11 T9093740 F04 7/20/0163 T9093762 F30 12 T9093741 F05 7/20/0164 T9093763 F31 13 T9093742 F06 7/20/0185 T9093764 F32 14 T9093743 F07 7/20/0166 T9093765 F41 15 T9093744 F08 7/20/0167 T9093766 HR01 16 T9093745 F09 7/20/0168 T9093767 HR02 17 T9093746 F10 7/20/0169 T9093768 HR03 18 T9093747 F12 7/20/0160 T9093769 J01 19 T9093748 F13 7/20/0161 T9093770 J02 20 T9093749 F14 7/20/0162 T9093771 J03 21 T9093750 F15 7/20/0163 T9093772 J04 22 T9093751 F16 7/20/0164 T9093773 J05 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Date 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 7/20/016 16-2209 16-2210 16-221 16-2212 16-2213 16-2214 ILD SANFORD OVA P'( ER P, CARTN No 22 o : c- 9 STATE OF Z 00. Wafter P. Rnn PE No.22839 MiTek Usk Inc. Ft. Cart 6634 6904 Parke East Blvd. Tampa R . 33610 Oate: July 20,2016 Finn, Walter 1 of 2 RE: 64-69 - Site Information: Customer Info: Taylor Morrison Project Name: TB64-69 Model: 6PIex Lot/Block: 64-69 Subdivision: Thornebrook Address:* City: Sanford State: Florida No. Seal# Truss Name Date No. Seal# Truss Name Date 45 T9093774 J06 7/20/01602 T9093831 R37 7/20/016 46 T9093775 J07 7/20/01603 T9093832 R38 7/20/016 47 T9093776 J08 7/20/01604 T9093833 R38A 7/20/016 48 T9093777 J09 7/20/01605 T9093834 R39 7/20/016 49 T9093778 J 10 7/20/01606 T9093835 R40 7/20/016 50 T9093779 J11 7/20/01607 T9093836 R41 7/20/016 51 T9093780 J 12 7/20/01608 T9093837 R42 7/20/016 52 T9093781 J 13 7/20/01609 T9093838 R43 7/20/016 53 T9093782 J 14 7/20/01610 T9093839 R44 7/20/016 54 T9093783 J 15 7/20/01611 T9093840 R45 7/20/016 55 T9093784 J 16 7/20/01612 T9093841 R46 7/20/016 56 T9093785 J 17 7/20/01613 T9093842 R47 7/20/016 57 T9093786 J 18 7/20/01614 T9093843 R48 7/20/016 58 T9093787 J19 7/20/01615 T9093844 R50 7/20/016 59 T9093788 J20 7/20/01616 T9093845 R51 7/20/016 60 T9093789 J21 7/20/01617 T9093846 R52 7/20/016 61 T9093790 P01 7/20/01618 T9093847 R53 7/20/016 62 T9093791 P02 7/20/01619 T9093848 R54 7/20/016 63 T9093792 P03 7/20/01620 T9093849 R55 7/20/016 64 T9093793 R01 7/20/01621 T9093850 R56 7/20/016 65 T9093794 R02 7/20/01622 T9093851 RF01 7/20/016 66 T9093795 R03 7/20/01623 T9093852 RF02 7/20/016 67 T9093796 R04 7/20/01624 T9093853 RF03 7/20/016 68 T9093797 R05 7/20/01625 T9093854 RF04 7/20/016 69 T9093798 R06 7/20/01626 T9093855 V01 7/20/016 70 T9093799 R07 7/20/01627 T9093856 V02 7/20/016 71 T9093800 R08 7/20/01628 T9093857 V03 7/20/016 72 T9093801 R09 7/20/01629 T9093858 VO4 7/20/016 73 T9093802 R 10 7/20/01630 T9093859 V05 7/20/016 74 T9093803 R 11 7/20/01631 T9093860 V06 7/20/016 75 T9093804 R 12 7/20/01632 T9093861 V07 7/20/016 76 T9093805 R 13 7/20/01633 T9093862 V08 7/20/016 77 T9093806 R 14 7/20/01634 T9093863 V09 7/20/016 78 T9093807 R 15 7/20/01635 T9093864 V 10 7/20/016 79 T9093808 R 16 7/20/01636 T9093865 V 11 7/20/016 80 T9093809 R 17 7/20/01637 T9093866 V 12 7/20/016 81 T9093810 R 18 7/20/016 82 T9093811 R 19 7/20/016 83 T9093812 R20 7/20/016 84 T9093813 R21 7/20/016 85 T9093814 R22 7/20/016 86 T9093815 R23 7/20/016 87 T9093816 R24 7/20/016 88 T9093817 R25 7/20/016 89 T9093818 R26 7/20/016 90 T9093819 R27 7/20/016 91 T9093820 R28 7/20/016 92 T9093821 R29 7/20/016 93 T9093822 R30 7/20/016 94 T9093823 R30A 7/20/016 95 T9093824 R31 7/20/016 96 T9093825 R31A 7/20/016 97 T9093826 R32 7/20/016 98 T9093827 R33 7/20/016 99 T9093828 R34 7/20/016 100 T9093829 R35 7/20/016 101 T9093830 R36 7/20/016 2of2 oruss truss type ty ply T9093730 64-0 1'.01 GABLE 2 t Job Reference(optional) ope s ryn , raye I0:fEueaKU2YSR9i4BZZilYSCzElxD-sM?rzI4o71YTvKeVgvw9JGv)WlwcOLf47a1 BWyw91b o-e Scale - 1:37.3 30 = 3x6 FP= 30 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 44 39l 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 = 30 = 36 FP= 3x4 = 41 q 4 1.4-0 2.8-0 4-0.0 5.4-0 6.8-0 8-0-0 ttd-0 , 10.8-0 12-0-0 13.4-0 14-8-0 16-0-0 17-4-0 18.8-0 40 _O 214-0 2-0-1 1.4-0 1.4-0 1d-0 1d-0 1." ld-0 1d-0 ld-0 1-4-0 1.4-0 ld-0 1d-0 1d-0 1d-0 1d-0 1d-0 a_1LV Plate Offsets (ICY)-- f6:0-1-8.Edael, f12:0-i•8.Edael, f29:0.1-8.Edgel. f32:0-1-8.Edael LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 29 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 101 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except BOT CHORD 2x4 SP No.2(Ilat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 6-0-0 oc bracing: 31-32.30-31.29-30. REACTIONS. All bearings 22-0-12. lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 38, 37, 36. 35, 34. 33, 32, 31, 30, 29, 28, 26. 25, 24, 23, 22, 21 FORCES. (lb) . Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) All plates are 1 5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1.4.0 oc. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vertly design Paramerere and READ NOTES ON rmiS AND INCLUDED MIrEK REFERANCE PAGE MIF7473 rev. 100MIS BEFORE USE. Design valkl for use only wllh Klek® connectors. rhis doslyrt is basecl only uion parameters shown, aril Is for an Incll"Kil NAding component, not a Was syslom. Before rise. Ito Ix/ldrlg (le*jmx must verily 0to al)tllk:ablilty, o1 closign rY.11alrretOrs CNVJ propOdy h C0(p0rate this design Into the overall txlldhtg doftn. 14acing Indicated Is to prevenl txtekting of InclNklucll Inas web ary:Uot chord mombers orgy. AUUllkxol tarnl"ary artcJ Mananenl txctcing MiTek' is always togs/reel for stability and to lxevent collaim with possAAe petsonal In"y and Ixoperry damage. for general guidance regardrlg the klbrkalbn, storage. dolfvery, erection artd txacmg of htmos and truss systems soeANSUTPI I Quality CrIledo, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcAalxe hom truss Rate InsllNle, 218 N. lee Street. Sidle 312. Alecarxlrkl VA 22314. Tampa, FL 33610 Job fuss ruse Type Uty ply 64-60 C.03 GABLE 4 1 Job Reference (optional) T909373t ouuaarc rucrauu¢e, ramps, rwm .uy, rrmrao .auoo 0}(e 30 = 1 2 31 3 4 5 32 6 7 r — c npr 1. — ro — r erc rnuucurea, rrrc. v w am " --.1 cv ro I.Y. r ID:IEueaKU2YSR9r4BZZ11YSCzElxD-KYZOBN4RtLhKXU9hOcROSUS9Hifgbf DMEPXkyyw9la 0148 Scale - 1:28.8 a 33 9 34 10 11 12 35 13 1, 30 9 4 28 27 26 25 24 23 22 21 20 19 16 17 16 15 3x4 = 3x4 = 3x4 = 1.4-0 2J3-0 4-0-0 5.4-0 6.8-0 a-0-0 9.4-0 10.8.0 1 12-0-0 i 13.4-0 14.8-0 16-0-0 16.11-e LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) Wait Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(rL) rVa rVa 999 BCLL 0.0 Rep Stress Incr YES WO 0.05 HorZ(TL) 0.00 15 We n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 78 lb FT = 200*F, 11IsE LUMBER- BRACING - TOP CHORD 20 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 16.11.8. lb) - Max Grav All reactions 250lb or less at Joints) 28, 15, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) All plates are 1.5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3.1Od (0.13V X X) nails. S(rongbacks to be attached to walls at (heir outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down at 2.0-4, 77 lb down at 4-0.4, 77 lb down at 6-0.4. 77 lb down at 8-0-4, 77 lb down at 10-0-4, 77 lb down at 11-6-12, and 77 lb down at 13.6.12, and 77 lb down at 15-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15.28_ 10, 1.14=-100 Concentrated Loads (lb) Vert: 1=-84=-77(8) 7=-77(B) 11=-77(B) 31=-77(B) 32— 77(B) 33=-77(B) 34=-77(8) 35=-77(B) Q WARNMO • verify design Panrrlotors end READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE M11.7473 rev. 1403,2015 BEFORE USE. Design valkt lot use only with MIIek9 connoctoes. Ihfs design Is txssod only upon paanelefs shown. and Is rot an frxAvidtKO bolding component. nor a nitro syslurn. Before use. the building designer rnttsl verily the cfpolooblity of design p warnalofs crKl ptopody hcortxrale M design Into t1e overall IxAdhg design. Bracing Indicated Is to pxovent b uciding of IndW KO truss wob and/ot chord fnembots only. Additional tornportxy cmd permanent txacing MiTek' is always required tof slabllly, and to prevent collgxe Win pxlssbtlo personal hilny and property, danage. For gonefal guldanco roomchg rho labilcatlo x storage. delivery, otoction and tracing of trusses c"t tnas systems. seeANSI/TPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Perk* East Blvd. Salary Information avcAaltlo from lrtss Plato IruOl to, 218 N. lee Street. Srlle 312. Alexmdria. VA 22314. Tampa, FL 33610 Job russ Truss Type oty Fly T9093732 64-69 C04 GABLE 2 t Job Referents(optional) op 1 2 3 4 I DJEueaKLIVSR91482Z11YSCzE1 xD-pk7c0j 53eep88e,ktyKydOh?L_6b4U FSNbu85GPywBIZ Scale . 1:I sA 5 3x4 = 6 7 a 9 24 4Y I 20 19 to 17 16 15 14 13 12 3%4 = LOADING(psf) SPACING- 2-0-0 CSI. OEFL. In (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Verl(LL) rVa n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.03 Horz(TL) 0.00 15 n/a NA BCDL 5.0 Code FBC20141TPI2007 (Matrix) Weight: 56lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 oc pudins, except BOT CHORD 2x4 SP No.2(flat) and verticals. WEBS 2x4 SP No.3(llat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2x4 SP No.3(I1at) REACTIONS. All bearings 12-0.12. Ib) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19. 18, 17, 16.15. 14, 13.12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) All plates are 1.5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1.4-0 oc. 5) 'Semi -rigid pitchbreaks with fixed heels` Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at (heir outer ends or restrained by other means. 7) -This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily dedgn p"metere and REAO NOTES ON THIS AND INCLUDED /4r7EK REFERANCE PAGE M0.7473 rev. 10,02 OIS BEFORE USF_ DadM vaild lot use orgy with MltekO Connectors. R* desW Is Ixaed only upon rxuarnetersshown. and is nor an hdlvickrd hAdtrV component, not wt atrusssyslotn. Botao use, Ile tAMdrvj doslgrxa Intel vodfy tho appflcalAilly, or dosl(r "ciinoters and rxoporly Incotporale this desl(In Into Be overall btidrvj doslgn. Bracing Indicated is to prevent bucld ft of kwA4d xf truss web uW101 chord membois only. Additional lem"cay and potmanenl Ixacktp M iTe k' B dways reclJrod lot stabBily aril to txovent collgno with pesraxe personal k1Ray axJ Ixoleny danape. Fa g—at guidance topadrtg trio Ictirkolbn, shape. dellvery, etectiorl rind LxaCktg of lnases tend miss systonls, SWANSI/1PI1 Quality Criteria, DSB•69 and SCSI Building Component 6904 Parke East 81vd. Safety Intormallon av<iattlo kom truss Plale kullktle, 218 N. too Street. St/to 312. Alexcax1k7, VA 22314 Tanpe. FL 33610 Job russ Truss Type ly Ply r 1 T9093733 64-69 Cos GABLE 2 1 Job Rate,.. (optional) Budders FhsiSource, Tampa, Plant City. Fbnda 33566 7 640 s Apt 19 2016 MTek Industries, Inc. Wed Jul 20 14 43:38 2016 Page 1 I D:f EueaKU2YSR914BZZilYSCzEI xD•pk7cOj53eepB8eklyKydOh7Lv6bjU F3Nbu85GPyw91 Z 1 1--1 12 11 10 9 a 7 3x4 = 3x6 = 1.4-0 2.8-0 4-" 6 4-0 5.9.8 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCDL 10.0 Lumber DOL 1.00 BC 0.03 BCLL 0.0 Rep Stress Incr YES W B 0.04 BCDL 5.0 Code FBC2014/TP12007 Matrix) DEFL. in (loc) Well L/d PLATES GRIP Ven(LL) n/a n/a 999 MT20 244/190 Ven(TL) n/a n/a 999 Horz(TL) 0.00 7 n/a n/a Weight: 29 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(Ilat) WEBS 2x4 SP No.3(flat) BOT CHORD OTHERS 2x4 SP No.3(ffat) REACTIONS. All bearings 5.9-8. Qb) - Max Grav All reactions 250lb or less at joint(s) 11, 7, 10, 9, 8 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5.9.8 oc puffins. except end venicals. Rigid cellIng directly applied or 10-0-0 oc bracing. NOTES- (9) 1) All plates are 1.5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1.4.0 oc. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nalls. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down at 0-2-4, and 25 lb down at 2.0-4. and 25 lb down at 4-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component lot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7.11=-10, 1-6=-100 Concentrated Loads (lb) Ven: 1=-45(B) 4=-25(B) 14=-25(8) Q WARNING - Verify design penunetere and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M/F7473 rev. 1=24016 BEFORE USE Doslgn valkl for ttso only Win Ml lek®confxrolais. IMs desk n b Ixtsod only upon ixttanolors shown. and Is for <n indivicAxJl t-A* hng canponenl. nor a lam systorn. Beloio uso. the txdldhng doslgnot mist vodfy Iles crf4ftc"Ify of cosign poranolem =1 Ixoriedy Incotrwrulo 0nh design Into Irw ovorW l Ixadng design. Bracing Indicotod Is to Ix IdN of hx0vklrxd buss web and/or chord rnombets only. AddlbrKl ornpotay and permanornt txachng M iTe k' prevent is always tech/rod lot sklAlly and to ixovenl cotlatxre with IxxsRAe Ixnsorxil Injury and Ixolxrrfy damage. For gener<6 gtdclanco fegadrlg Ro kAxIcation, slaiogo. <tellvery. etoctlon cncl txcoing of far=<nd Inns systems, soeANSI/tP1I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Tempe. FL 33610SafetyInformationavdal>to train Inm Rate Insilario. 218 N. t oe Street. Sulo 312. AoxaxMa. VA 22314. Jobruss truss type Ply 1 T9o93734 64.69 C06 GABLE tty t Job Reference(optional) tsullaem restsource, tamps, rtam I.;dy, alone JJ666 7.6406 Apt I V 2016 ran t eK Ifu11141nee. Inc. W b JUI ZO 14:43::1a Ze16 re94 1 10: fEueaKU2YS R914BZZII YSCzElxD-pk7cOj53eepB8ektyKydOh?Jr6a6U EvNbu85GPyw91Z 0-1-8 H f-04 S5a 1.2-0 13x4 = 25 2 24I 23I 22 21 3x4 = 30 = 3x4 = Scale. 1 21.3 1.4.0 011.4 I-OrO 4.00 S•4-0 6•&0 B40 0.4.0 1P60 12.0-0 t2.114 O114 2 1-0 1-0 1.1-0 1.1-0 1-0 1.4.0 1-4-0 1.4-0 0.114 Plate Offsets (XY)_- 7:0-1-8.Edge). (17:0.1-8.Edoel,121:0-1-8.Edgel LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.22 Ven(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber OOL 1.00 BC 0.07 Ven(TL) We - n/a 999 BCLL 0.0 Rep Stress Incr NO we 0.11 Horz(TL) -0.00 12 We Na BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 62 lb FT = 200SF. 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 oc purilns. except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 12-0.0. pb) - Max Uplift All uplift 100 lb or less at joint(s) except 16=-221(LC 3) Max Grav All reactions 250 lb or less at joint(s) 12. 20, 19, 18, 16. 15, 14. 13 except 21=488(LC 1). 17=408(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.25=0/291, 2.25=0/291, 2-3=0/291, 3.4=0/291, 4.5=0/291, 5.6=0/291, 6.7-0/291 BOT CHORD 20.21 _ 291/0, 19.20- 291/0, 18.19=-291/0, 17.18=-291/0 WEBS 1-21=-423/0, 7-17=-392/0 NOTES- (10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise Indicated. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 16. 6) Non Standard bearing condition. Review required. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. 10) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 12.22=-10, 1.11=-100 Concentrated Loads (lb) Vert: 1_ 272 Q WARNING . Verify deelpn pemmemm and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M/14473 rev. 1&032015 BEFORE USE. Design valld tot use only wt1A Mlfek* connectors. [his ck'tkT Is based only upon ryaamolers shown, a cl Is for a1 WJtvldtxf butoft compawnt. not a Inns system. Befoto use. live txAdhg deslgref nxrsl vedly the alxAlcat Alty of do*in Ixxanotom axl ixopedy heoglotcite this design Into the ovolWl IxACAng doslggn. BraehU RxJlcotod Is to prevent bucafng of kxllvklual (russ web and/ot chord mombets only. Adcflional lernporary and Ix-Irnanenl txacing MiTek' is always sogWed lot stoMily cnd to Ixovent collatze vAlh possUe personal "and property, damage. for General guidance tegarding the IatxIC0IIM atolage, ddNaly, election clrxt txachg of litasos and tam syslams, souANSI/TPI I Quality Cdterla. OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intarmatlon avcllc"o from trim Plato Institute. 218 N. tee Street. SUto 312. Atexa sift VA 22314. Tampa. FL 33610 Job TfUSS russ I ype Plytoty T9093M 6"9 Co? I Floot Supponed Gable t 1 Job Reference (optional) ouuaanr rrtcrow.., enpa, rww a.uy, rw wu ,a.>aoo DF1,(e 1 2] 20 3x4 2 3 ID:IEueaKU2YSR9ABZZiIYSCzEIxD-HuMI_e26hPyx& 4V17sxvXWnWxDDrPWpYueoryw9IY h-I- Scale . 1:19.6 4 5 6 7 a 19 to 17 16 15 14 13 12 11 3x4 11-78 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) n/a rVa 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(fL) n/a We 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 rVa We BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 53lb FT = 201V, I I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3(ffal) REACTIONS. All bearings 11.7.8. lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15. 14. 13, 12 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) All plates are 1.5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and lastened to each truss with 3.1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) *This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vedily doWgn Parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE MA7473 rov. ION2B016 BEFORE USE Design vclkl lot use only wllh Mllek®Cotlneclols, flth design b basod only upon patamotea shown. and It fa an IrKOW-lu l "dkV Component not a Russ Worn. 801010 uso, tiro txltdklg <kedgrwt must vedty Ito app0catAlty, of desityl pxamnoters and pxopedy Incogwtato ihh <kmlgn Into tto owmal Itldlcated Is to buckiing Incllvkluel Iruss wob and/or chord rnombets orgy. AdcMlonol temporary cnU p eunarlont txacing MiTek' txdc ing doslgn. Brocing ptoveni of Is anvays tocls/ted lot slatAlly and to pxovent collapse wllh posA)Ie personal Miley a1d plotorly damage, rot gonetai guldatce regarding the k0ricotkm. slotago. clellvoty, orecllon and bnablg o1 musses and truss sysloms. woANSI/Tpl I Quality Cdterla, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Irltotmatlon <rvclloOlo Ban Iness Plate Instiluto, 218 N. Iou Skeet. Sillo 312. Aloxondfkx VA 22314. Tampa, FL 33610 russ Truss Type ty ply I Teoe3736jJob64-69 COB Floor Supported Gable1 1 Job Reference(optional) Butldets FcalSoutce, Tarrpa. Plant Cay, Florida 33566 12 10 7.640 s Apr 19 2016 MiTak Industries. Inc. Wed Jul 20 14:43.39 2016 Page 1 ID:fEueaKU2YSR9i4BZZilYSCzElxD•Hwh_c26hPyx2mol4V 1TsxvXW IW xDDiOWpYueoryw91Y LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) We rVa 999 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a Tire 999 BCLL 0.0 Rep Stress Incr YES W B 0.03 Hot2(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 6-3.8. lb) - Max Grav All reactions 250 lb or less at joint(s) 12. 7, 11, 10, 9, 8 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale: V- V PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) All plates are 1.50 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131- X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING - Vortry design parametora and READ NOTES ON THIS AND WCLUDEO MITEK REFERANCE PAGE M9-7473 rev. Ian MIS BEFORE USE Design Vafta lot use only wllh Mllek® conneclors, this de-Jg n is based only upon pxeamotors Yawx and is for an Individual Ixdkllng component, n01 a buss system. Belao use. the building designer must verity tho app licat llty of d—Ain pr-aanetets and ptopxMy I ncepxralo it* design Into Ira overall building design. tlra eing IrKllcaled Is 10 prevent buckling of IrKf1vkkuA truth web a ndlof Chord members only. Nkilllonal to nrotay and potmaenl bracing MiTek' Is always required for Stability and to prevent collaixe with plonlible personal"and property damage. Fot General guidance iegadho tiro ktbrlcollon, steago. delivery, eroCtkrn and gracing of flumes and Inter systems, seeANSI/IPl1 Quality Criteria, DSB-69 anci SCSI Building Component 6904 Parke East Blvd. Safety Information a vallablo from Inca Rate Institute. 218 N. Log Street, StAle 312. Alexandria. VA W314. Tampa. FL 33610 Job uns fuss Type Qty ply c T9093737 64. 9 1,-Irl Floor 12 1 Job Reference(optional) o..... ....,......,... ...,...,.r. ti„.. moo. 0.1.8 H 1 1-5-12 i I.SX3 II 1.5x3 = I.SX3 = I.SX3 If I.SX3 II 1 2 3 4 5 296 J 27 126 v+v • ray. ,v cv.v ..... vc ,,,wc,..v., „rv. .. vv vv, cv .'.+r+v cv.v vyv . I D:fEueaKU2YSR9r48ZZ.1 YSCzEIxO-17 FMpO7JAG3vOylG31 5T64 W Tvr8gyNg2CdBK Hyw91 X f 2-0-0 3x6 = I.SX3 II 3x6 FP= 7 8 9 10 11 1 e . 1:38.3 l.Sx3 II I.SX3 = 12 13 14 3x6 FP= 3x6 = I.SX3 II 3x6 = 3x6 = 28 q Y LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.23 17.18 >758 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Ven(rL) 0.35 17.18 >495 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 HOfz(TL) 0.03 15 We We BCDL 5.0 Code FBC2014frPI2007 Matrix) Weight: 114 lb FT = 2045F, 1145E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except 1.11: 2x4 SP No.I (flat) end verticals. BOT CHORD 2x4 SP No.2(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 15-21: 20 SP M 31(flat) 6-0.0 oc bracing: 22.23. WEBS 2x4 SP No.3(Ilat) REACTIONS. (lb/size) 22=1287/0.8.0, 25=338/0-8.0, 15=761/0.3.0 Max Grav22=1287(LC 1). 25=378(LC 10). 15=772(LC 7) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-525/0, 3.4=-525/0, 4-5=-525/0, 5.29=0/437, 6-29=0/437, 6.7=0/437, 7-8=-1278/0, 8.9=-2043/0, 9.10— 2043/0, 10.11= 2160/0, 11-12=-2160/0, 12-13=-1409/0 BOT CHORD 24-25=0/358, 23.24=0/525, 22.23=-127/295, 21-22=0/660, 20.21=0/660, 19.20=0/2043, 18.19=0/2043, 17.18=0/2286, 16-17=0/1934, 15-16=0/870 WEBS 2.25_ 473/0, 5.22=-600/0, 13-15=-1127/0, 13-16--Ol728, 12-16=-708/0, 12.17=0/305, 10-18=-430/60, 7-22=-1130/0, 7-20=0/863, 8-20=•1065/0, 8-19=0/311, 5-23=0/441 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0.131' X 3') nalls. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) -This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWG - verify deslpn parameters and READ NOTES ON THIS AND INCLUDEO MrTEK REFERANCE PAGE M11.7413 rev. M01.2016 BEFORE USE. Design wild for uto orgy w11h Muck® Conneclors Iftls design h Ixaed only tgxxt Ixaamefers shown. aril Is for an trxlMdmil bulk ing component. not a muss sysforn. Boloce tno. Irto btilding ck-Jgnor rnusl vedtvllto <ggxlecrbllty of doslgn M(Kfioters cwKl piolxerly hcotporcllo g* cfosign Into lho ovorcgI btBdtrtg doslgn. Brochg Irxllcated Is to ptevont bmIdIr g of frOlvklual truce web arxl/or chord motnt"s orgy. AdcJllor0 lemlxxmr aril potrrartont tracing MiTek' Is always rorytaod for stability and to )xevent collgbso wllh possible riotsond kytsy and txoperty damage. For general gUdcnce regarding the tctbricotkxt, slocarjo. doltv". etoallon aril bracing or (asses crud tncss systoms. seeANSI/IPl1 Quallty, Cdterla. OSB-69 and SCSI Sullding Component 6904 Packs East Blvd Safety Information ovdlatxo horn Truss Roto Inslltuto. 218 N. too Street. StAle 312. moxanc)da. VA V314. Tompa. FL 33610 Job T rus Truss Type Uty ply T9o93738 64.69 F02 Floor 24 1 Job Reference(optional) ouuaere r 1 um., ,unyw, '.." wy. rwmua - 0.1-e H tf— —4-0-1 1 25 4x6 = 2 ID:fEueaKU2YSR9t4BZZdYSCzEIxD-OJoktkSxxZBm?6SSdSWK6K;iW4 PShRGpHSNltkyw9lW F1 i-2--0-0-f 3x6 = 3x4 = 3x4 = 4x6 = 3 4 5 6 7 a Seal 1:37.2 4x6 = 3x6 FP = 3x6 = 06 = 9 10 11 12 13 3x6 = 4x6 = 3x12 MT20HS FP = 4x6 = 4x6 = 3x6 = 06 = 3x6 = 3x6 = 1.5)(3 SP= 3x4 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Udefl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.48 18-19 >539 360 TCOL 10.0 Lumber DOL 1.00 BC 0.95 Ven(rL) -0.75 18-19 >346 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(rL) 0.11 14 rVa rVa BCDL 5.0 Code FBC2014/rP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP M 31(flat) 'Except' TOP CHORD 10.13: 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(ffat) 'Except' BOT CHORD 14.21: 2x4 SP M 31(flat) WEBS 20 SP No.3(llal) REACTIONS. (lb/size) 14=1190/0-3.0.24=1196/0-8-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2327/0, 34=4039/0, 4.5=-4039/0, 5.6=-5011/0, 6-7=-5328/0, 7.8=-5207/0, 8-9=-5207/0, 9.10=-3986/0, 10-11= 3986/0, 11-12— 2383/0 BOT CHORD 23-24=0/1325, 22.23=0/3297, 21-22=0/4662, 20-21-0/4662, 19.20=0/5337, 18-19=0/5207, 17.18--0/5207, 16.17=0/4650, 15-16=0/3347, 14-15=0/1374 WEBS 12.14_ 1782/0, 12-15=0/1362, 11.15=-1300/0, 11.16=0/863, 9-16=-896/0, 9.17=0/1004, 8-17=-412/0, 2-24=-1752/0, 2-23--0/1363, 3-23— 1309/0, 3-22=0/982, 5.22=-823/0, 5-20=0/472, 6-20=-440/0, 6.19=-248/364, 7-19=-335/622, 7.18=-516/116 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 113lb FT = 20%F, I I%E Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 2.2.0 oc bracing: 17-18. NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 21 = 11 % 5) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3.1Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) -This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING- Verily dedpn Parametan and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Na71" rev. ldVZWIS BEFORE USE rNy*p valkf for use only Win MlfekS connoctots. Rios do'stgn Is based only upon rxaarnefers shown. and is lot an IndlvkJua1 L Lddbyj Component. not a larss systorn. Before, toe. the Ixildng (10*jnot tnusl verily the a ppllcabOly of design "arnek--rs and Ixoporly tooq>walo this design Into IM overall Ixda9rvj design. Iftackng kdlcoled Is to txtcldkV of IrxrMdttal truss web and/or chord rnernbots only. Addllbrxd lengotary and Iwtrnarenh txaCing AMiIxovent Is always tocitbred for slablllly and to Ixevonl colkpso with 13>ss9Ae potsonal knpay and Ixoperry damage. For general gUdo nco regarding the ek' 6904 Parke East Blvdfabrication, storage, delivery, erection and tracing of trues and Inrss syslems. s00ANS1/11Pl I GuoutV Criteria, OSB-89 and SCSI Sullding Component Tampa. FL 33610SafetyInformationavailable, Dom Inm Plato Instiluta, 218 N. Lee Street. Stile 312 Alexandria. VA 22314. Job russ Truss Type oty Ply t T9093739 64.69 F03 Floor 2 t Job Reference(optional) 0.1.8 H 14--0—i 1 1 241 y. r-.— — N —W. I D:fEueaKU2YSR9i4BZZ11YSCzElxD-OJok t k8xxZBm?6SSdSW KOKcjAJOGhR6pHsNlt"I W 4x6 = 3x4 = 30 = 3x6 FP= 30 = 2 3 4 S 6 7 1 -" 5x6 = 8 9 Seats . 1:31.3 4x6 — 34 II 5x6 If 10 11 12 13 30 = 4x6 = 3x6 = 3x4 = US MT20HS FP = 4x6 = Sx8 = 1.Sx3 SP = Sx6 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Ven(LL) -0.35 17-18 >609 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 1.00 Ven(rL) -0.54 17-18 >391 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 1 Horl(rL) 0.04 13 rVa rVa BCDL 5.0 Code FBC2014/rP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) 'Except' TOP CHORD 6-13: 20 SP M 31(flat) BOT CHORD 20 SP M 31(flat) 'Except' BOT CHORD 19.23: 2x4 SP No.2(flal) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 23=971/0-8.0, 13=971/0.3.8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23— 1820/0, 3.4=3024/0, 4.5=-3024/0, 5.6=-3494/0, 6-7=-3494/0, 7-8=-3254/0, 8-9=-2895/0, 9-f0=-2895/0, 10-11=-1031/0, 11.12=-1033/0, 12.13=-1031/0 BOT CHORD 22-23=0/1065, 21-22=0/2541, 20-21=0/3381, 19-20=0/3585, 18-19=0/3585, 17.18=0/2895, 16-17=0/2895, 15-16=0/1871 WEBS 13.15=0/1342, 10-15=-1111/0. 10.16=0/1382, 9.16=-577/0, 2-23=-1409/0, 2-22=0(1018, 3-22=-974/0, 3-21=0/638, 5.21=-472/0, 7.18— 523/44, 8-le=0/1058, 8.17=-816/0 2 Weight: 96 lb FT = 20°LF. 11%E Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 1-4-12 oc bracing. NOTES- (9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 1.5x3 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 19 = 11% 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at f 0.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8) CAUTION, Do not erect truss backwards. 9) 'This manufactured product Is designed as an Individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verity design paramefers and REAO NOTES ON THIS AND WCLUOED MrTEK REFERANCE PAGE M9.7473 rev. 160=16 BEFORE USE. Oesigin valid for use only wllh MI lek®Conrectels. Ihls design Is bused only upon parameters shovm. and Is for an indlNd al IxtI1ding celnlxxent. fat a truss system. Beloro use, the txldhng doslgrtet must verify the cgl IcabIlly of design pmarnalors and prolxrly Incorpelate this design Into One ovotall Ix/dihng dodUn. Bracing Indicated Is to proven) tx,caing of Ind Molttal truss web arW/or chord members only. Additional temporary and permanent Ixocing Mire k' Is aawa ys to%diod for stability and to Ixevent cdlatxo with possible Imsoral k*ny and polxAy damage. Fa genotal guidance regasdktg Ito ktxlcatkxn, storage. dolivoty. election and bxaci np of tnrsses and Inas systems, saoANSI/TPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Park& East Blvd. Safety Information avallatxo from truss Plato trnstlaito, 218 N. Leo Street, &Ile 312. Alexandria, VA 22314. Tarrtpa. FL 33610 Job Truss Type oty ply r T9o937,0 64.69I Ir. ss F04 floor Ginter 2 Job Reference (optional) Buditm FuaSource. Tanya. Plant Cay, Flonda 33566 7.640 a Apt 19 2016 WTak Induelnes. Inc. Wed Jul 20 14 43-42 2016 Pager I 3x4 = ID:IEueaKU2YSR9i48ZZilYSCzElxD-hVM6E48LUddF1eBA1ZZX9rtjtd0_pzWW61PAyw91V 1.4-0 0.11-0 11 5x3 II 2 8 3 3x4 = 10 4 1.50 II Scale . 1:8.2 30 = 30 = LOADING (psf) SPACING- 2.0.0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2014/fP12007 LUMBER - TOP CHORD 2x4 SP No. 1(flat) BOT CHORD 2x4 SP No.2(Ilat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 8=759/Mechanical, 5=1136/0.4.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.87 Vert(LL) -0.01 6 >999 360 MT20 244/190 BC 0.42 Ven(fL) -0.02 6 >999 240 WB 0.31 Horz(TL) 0.01 5 IVA We Matrix) Weight: 22lb FT=20%F, II%E BRACING - TOP CHORD Structural wood sheathing directly applied or 4.1-0 oC puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-409/0, 2-9=-1093/0, 3-9=-1093/0 BOT CHORD 7.8=0/1093, 6.7=0/1093, 5-6=0/1093 WEBS 2-8=-1307/0, 3.5=-1307/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 slrongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss With 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 5-8= 10, 1-4=-100 Concentrated Loads (lb) Vert: 9=-871 10=-590 0 WARNING - Vortry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF747J rev. IMMIS BEFORE USE Design vdkl lot use only wllh Ml lekO COn Victors. Ihh design Is based only upon parameters shown. and Is (at on Individual building component, ant o truss system. Before use. that building designer must verily the atpplica billy of design parameters tail ptopody flconpotolo this design Into the overall building design. SrocIng Indlcolod is to buckling of Individual truss web and/or chord members only. AUalllorel IempotdaY and puma enl bracing MiTek' ptovent S always toMiltad fort stability and to Ixovent collapse Win possible personal "" and properly damage• ra general guidance regarding lute fabrication, statogo. delivery, erection and bracing of tn2sm coal truss systotns, seoANSI/nnl Quality Criteria, DSB-69 and SCSI Bulldkug Component 6904 Parka East Blvd. safelyInformadon available from truss Nate nsliktte. 218 N. Leo Street, Sulle 312. Aloxordit VA 22314. Tempe. FL 33610 Job uss Iruss ype ty y 1 T909374t 64-6964.69 Fes Floor 102 l Job Reference (optional BUllders FIrsISOUMG, Tampa. Plant Oay. Florida 33566 0.1.8 H1 1.40 1.Sx3 11 1.5x3 = 1.Sx3 = Sx8 = 1 27 2 926 i 2s 4x8 = 1.b4U a A r WZ ZU1G Ml l ex 1rlauzir*3. inc. woo Jul Lu wa. JJ [-la rage 1 ID:fEueaKU2YSR9148ZZilYSCZ Ix0-NOFOP31GY2GasiFFI88a21SThadHia9KytkneVyw7bY 1I-0.12 i 1 2-0-0 4- 1.3.0 Scale =1:33.0 1.Sx3 11 1.5x3 11 34 11 4x6 11 8 9 10 11 12 13 IQ 4 08 II Sx8 = 06 = 3x8 = 16x3 II 1.0.0 0.11r .0-70I 3.5.12 7.3.9 1 t15-0 18•10.12 19.2.12 0.114 0.7.0 1.1072 3-9.12 4•l•9 7.5.12 4• rl .0 Plate Offsets (X.Y)— 15:0-1-8.EdgeL[13:0-3-0.Edgel. (16:0.1.8,Edga] 117:0-1.8.Edoel.119:0-1-8.Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Ven(LL) -0.17 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Ven(rL) -0.26 17-18 >729 240 BCLL 0.0 Rep Stress Incr NO W B 0.62 Horz(rL) 0.01 13 Na rda BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 105lb FT=20%, F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flal) TOP CHORD Structural wood sheathing directly applied of 6-0-0 oc puffins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. REACTIONS. All bearings 0-3.8 except Qt=length) 21=2.4-8, 22=2.4.8 lb) - Max Uplift All uplift 100 lb or less at joint(S) 23 except 22=-1263(LC 4) Max Grav All reactions 250 lb or less at joint(s) 23 except 13=690(LC 4), 21=2733(LC 4). 22=365(LC 3) FORCES. Qb) -Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 24.25_ 408/0, 25-26=-408/0, 1.26=-408/0, 2-3=0/2265, 3.4--0/2265, 4-5=0/328, 5.6=-593/0, 6-7=-1488/0, 7.8=-1709/0, 8-9=-1709/0, 9.10=-1709/0, 10-11=-727/0, 11-12=-727/0, 12.13=-727/0 BOT CHORD 23.24_ 516/0, 22-23=-516/0, 21.22=-516/0, 20-21=-1103/0, 19.20=0/593, 18-19--Wl l57, 17.18=0/1756, 16-17=0/1709. 15-16=0/1228 WEBS 13.15--M46, 10.15=-663/0, 10-16-0/684, 9-16= 329/0, 4.21_ 1517/0, 4-20=0/1093, 5-20=-1095/0, 6.19=-755/0, 6-18=0/455, 7-18=.372/0, 2-24=0/671, 2-21=-2549/0, 2-22=-390/1307, 5.19=0/506 NOTES- (9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joints) 23 except Qt=lb) 22=1263. 4) 'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) This truss has large uplift reaction(s) from gravity load case(s). Proper connection Is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions Indicated at joint 22. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3.1Od (0.131' X 3') nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. 9) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven: 14.24=-10, 1.13_ 100 Concentrated Loads (lb) Vert: 1=-347 Q WARNING • Vaffy design penrtroren and READ NOTES ON THIS AND INCLUDED N/TEK REFERANCE PAGE MD-7473 rev. ODOM15 BEFORE USE. Deslllrn valid for use only with Mlfek® connoclors. this design Is based only t4bon 1xiiarrlotors shown. and Is lot an hdlokkral tAddhg cofnlxxnent, rot a truss systarn. 9ofoto use. the txtliding designer must verify Ito aplriMab lify of design puranoters and lxopoiry Dlcoilxxato this design Into the overall txddklg design. Bracing Indicated Is to IxfcMing of Individual Russ web and/of chord rnembots only. Addilkbnui temporary aril pannananl bracing MiTek' lxovenl 6 always trxp5fed lot stoblilry and to lxavent collafbso with possible poisoner DM11Y and properly damage. For genefal guidance regarding the tabtk;atkxn, stotago. dolNery, erection and bracing of tttrssos and Inter systerns. seeANSI/TPI1 Quality Criteria, 058-69 and SCSI Building Component 6904 Parke East Blvd. Safety information avaoatle Dom frtm Rate Institute. 218 N. lee Street. Stdlo 312. Alexandria. VA 22314. Tampa, FL 33610 o ruse truss type oty Pry r TB093742 64-69 F06 Floor 4 t1 Job Reference(optional) ou„oe,. ns,.x,u,c.. ,u„ru, mow,,, .r. • u o..v 0.1 H 11-- -4-0—i 1.Sx3 It 1.Sx3 = 1.Sx3 = 4x6 = 1.Sx3 II 1 2 3 4 5 6 23 22 10:fEueaKU2YSR9t4BZZilYSCzE1xD•duUdmAgEUZKsZB I la31 eyEEDXTSupefzgbPU2yw81T 22412 —1 3x6 FP = 1.50 11 1.Sx3 II 4x6 = a 9 10 11 3x6 = 4x6 = 3x6 = 4x6 = 4x6 = 3x6 FP = 1 to • 1:33.2 24 4e LOADING (psi) SPACING- 2-0.0 CSI. OEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.67 Ven(LL) -0.31 16-17 >625 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.71 Vert(fL) -0.43 16-17 >443 240 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(fL) 0.04 13 n/a rVa BCOL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 101 lb FT = 20%F, 11*SE LUMBER- BRACING - TOP CHORD 20 SP M 31(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except 1-8: 20 SP No.2(flat) end verticals. BOT CHORD 20 SP M 31(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 18.21: 2x4 SP No.2(flat) WEBS 2x4 SP No.3((lat) REACTIONS. (lb/size) 13=785/0.3-8, 20=1632/0.8.0 Max Grav 13=850(LC 4). 20=1632(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 21-22=-408/0, 22-23=-408/0, 1.23=•408/0, 13.24=-818/0, 12-24=-817/0, 2-3=0/1163, 3-4=837/819, 4.5=-2007/257, 5.6_ 2007/257, 6.7=-2678/0, 7-8=-2437/0, 8.9=-2437/0, 9-10= 2437/0, 10-11=-2437/0, 11-12=-842/0 BOT CHORD 20-21=-482/0, 19-20— 1163/0, 18.19=-520/1447, 17.18= 46/2475, 16-17=0/2772, 15-16=0/2437, 14.15=0/1678 WEBS 2.21=0/638, 2.20= 893/0, 12.14=0/1058, 11-14=-1128/0, 11-15=0/1098, 10.15=-493/0, 3.19=0/1275, 4-19=-1188/0, 4-18=0/844, 6-18=-716/0, 6.17=0/360, 7.17=-313/0, 7.16=-557/305, 3-20=-1063/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise Indicated. 3) 'Semi -rigid plichbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any panlcular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 1.12=-100, 13-21=-10 Concentrated Loads (lb) Vert: 1=-347 Q WARNWO • Verily, design panuriefen and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE 11,19-74" rev. 1aOMIS BEFORE USE. Deskyl valld too use only vAtl Nil lek8 connectors. rnls cWll;n Is based only upon pcsanetets Yawn. and b lot an Individual Mildho component. not a tnas systom. 9oloto trsc. Iho btBalrg deslpinot mtrst vority fW argAicctbttily of dosklrt poromotors and rxopcHly incorpeato 0tls cfcsslgn Inlo 1ho overall bWdklgdosign. IftocingIncfkalodIstorxovontbuckling ofIrKlMdualIruss web arxl/orchord inemWosonly. Addltbnaltemporary and pennancnitxaclrvj MiTek' Is always rograod for stability and to ixevent collaize vnth p osssxe personal Injury and properly damage. For peraral oUdalco toWdAfg me latAcatlon, stoicgo, deiNery, oroction and Ixaci g of trusses and tam sySlens. SWANSI/IPI I Quality Criteria, OSS-69 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 safety information avtllalxehamRussRatekuOMe. 216 N. too Street. StAte 312, Alexandria. VA 22314. Job uss Truss Typely Ply I f T9093743 6449 IF07 Floor 6 1 Job Reference tional Budders FestSoutca, Taupe. Plant City. Flondo 33566 0.1.6 H 1F -4-0 -I 24 23 7.$40 s Apt 19 2016 MrTek Industries. Inc. Wed Jul 20 14:43:44 2016 Page 1 ID:fEueaKU2YSR9i4BZZilYSCzElxD.duUtfniAgEUZKsZB 11a31 eyESSXOUuo7FzgbPU2yw91T 2F Salo • 1:33.2 I.Sx3 = 4x6 = 1.6x3 = 1.Sx3 II 4x6 = I.Sx3 II 3x6 FP, = 1.6)3 II 4x6 = 1.Sx3 = 1 2 3 4 5 6 7 8 9 10 11 12 1.5x3 II 3x6 = 4x6 = 3x6 = 3x6 bR20HS FP = 4x6 = 4x6 = 1.0-0 0-114 10-2.4 0-114 18.24 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 TCDL 10.0 Lumber DOL 1.00 BC 0.90 BCLL 0.0 Rep Stress Incr NO W B 0.64 BCDL 5.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP M 31(flat) *Except* 1-7: 2x4 SP No.2(flat) SOT CHORD 20 SP M 31(flat) WEBS 20 SP No.3(flal) DEFL. In (loc) Well Ud PLATES GRIP Vert(LL) -0.4016-18 >518 360 MT20 244/190 Vert(rL) -0.6116-18 >343 240 MT20HS 187/143 Horz(rL) 0.05 13 n/a n/a Weight: 101 lb FT = 20%F, 11%E BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudirts, except end verticals. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing, Except: 6.0.0 oc bracing: 20.21. REACTIONS. (Ib/size) 13=91610-3.8.21=1501/0.8.0 Max Grav 13=942(LC 4), 21=1501(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13.25=-901/0, 12.25_ 899/0, 1.2=0/492, 2.3--0/492, 3.4=-1673/0, 4.5=-2859/0, 5-6=-2859/0, 6.7=-3373/0, 7.8=-3373/0, 8.9=4861/0, 9.10=-2861/0, 10.11=-2861/0, 11-12=-937/0 BOT CHORD 20.21=- 192/924, 19.20=0/2388, 18-19_-V3240, 17.18=0/3368, 16-17=0/3368, 15-16=0/2861, 14-15=0/1888 WEBS 1.21=-639/0, 12.14=0(1177, 11.14=-1284/0, 11-15=0/1345, 10.15=-582/0, 3-21=-1410/0, 3-20=0/1050, 4.20=-1006/0, 4.19=0/663, 6.19_ 543/0, 8-16=-782/101, 9-16=-79/286 NOTES- (9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 30 MT20 unless otherwise Indicated. 4) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss With 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 347lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 13.22— 10, 1.12=-100 Concentrated Loads (lb) Van: 1=-347(F) Q WARNING - Vedfy design Pen unetwe and REAO NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE Aff -7473 rev. 10AU 0f6 BEFORE USE. DesW v olkl for use only YAM 141ok® conneclots. Ills design Is unseat only upon lxnanotois shown, and Is Not an Individual btAdhng compononl. not a Inrss syslotn. 80fof0 uso, lhu IXAd 1r1U doslUnot must verity the cg7pllccAAIIV of design paanetors and ptoporty Incortxxat0 this design Into the overall txBtlhng doslgn. @acing IrxBcateu Is to prevent buckthng of Individualul truss web and/ot cnad moinbets only. Additional tem"city and rxntnanent tracing WOW Is otways tecl lted lof stability and to ptevenl edlaxo wllh possUe poisoned hpay and property danogo. rot genotal guidance togamng Me fa bdcatlom slotage. delivery, erection and bracing of trusses and Inca systems se0AN51/Ml I Quality Criteria, DSB-89 and SCSI Building Component 6204 Parke East Blvd. Safety Information arvdklblo from In its Plato Institute. 218 N. Lee Shoot. Suile 317- Alexandrilm VA 22314. Tampa.Ft. 33610 Jobuse TfUSS Typety Ply t reo937„ 64.69 FOB Floor 6 1 Job Reference (optional) Buddate FeetSource. Tampa. Plant City. Florida 33566 0.1-B 3x4 = 7.640 a Apt 19 2016 Wait k10Ustnes. IOC. W *a JUI 20 14 43 45 2016 P09e 1 ID:f EueaKU2YSR9i4BZZIlYSC2ElxD-542Fs6BS?ohSUimDslaGAAnXRxzFdPW PCULyOVyw91S P-A.Sx3 II 1.4.0 2 0.10-0 3 30 = 4 1.5x3 II 3x6 = 30 = 4.1 •B 4-1-B Seale . 1:9.5 Plate Offsets(KY)_(2:0-1-8.Edge1.(3:0-1-8.Edge1 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.13 Vert(LL) 0.00 7 999 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 0.10 Ven(rL) 0.01 7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(rL) 0.00 5 n/a rVa BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 25lb FT = 20%F. I IOoE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except SOT CHORD 2x4 SP No.2(Ilat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib1size) 8=210/0-3-0, 5=217/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING . VWW doWfin panmotom rind READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE MIF7473 rev. 16W)2015 BEFORE USE. Design vakl la use, only wim 1,011101d9 con neclors. fibs dc*p Is bw"J only t4xxn paiamoters stwwm, and Is for art IndIvkltial lxddlrng component. rlol a utter system. Boloto wo, lho btddng closlUm" roust verily Ilto cylplleatAlty og design putanolois and Ixopely Incorp xofo this ckrkjn Into fro ovorall IxdcWtg design. Bfackng Indicated Is to txrckling of IndIvklual Inns web and/or chord members only. Addillorwl tornporay and poemcumnt txacfrng M iTek' rxevenl Is always fegWod got stablllty and to lxevenl collopso with possible petsonal fytay and ixolxrty damage. Fot general guidance rogradrtg the 6904 Pork* East Blvd. faixkatbn. stotago. delivery. (traction and txackV of tntsesand Imra systems. sooANSI/TPI I Quality Criteria, OSS-69 and SCSI Building Component Tampa. FL 33610SafelyInformationavailablefromtrussRatefrulllute. 216 N. Leo Street, Stfllo 312. Alexandria, VA 72314. russ Truss Type ty ply T9oe3745 64.60 Fos Floor 4 Job Reference Donal Buddere FadSource, Tarrpa, PUuri City. Florida 33566 0-1.8 H 1F— 4-0—I 1 2W 21 30 = 4x6 = 3x6 = 7 640 s Apr 19 2016 MTak Industries, Inc. Wed Jul20 14:43AS 2016 Page 1 I D:f EueaKU2YSR9148ZZilYSCzEI xD-542Fs6BS?ohBUim DslaGAAnNxxn4dFl PCULy0Vyw91 S 2F 11 3x6 = 30 = 3x4 = 3x6 FP = 6 7 a 9 10 11 1 Scat -I . 1:39.0 30 = 06 = 12 13 14 3x6 = 4x6 = 3x12 MT20HS FP = 30 = 3x4 = 3x6 = 30 = 06 = 3x6 = 3x8 = 100 Ott-4 23.0.12 O- - 22012 ' LOADING(psf) SPACING- 2.0.0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 TCDL 10.0 Lumber DOL 1.00 BC 0.88 BCLL 0.0 Rep Stress Incr NO WS 0.65 SCOL 5.0 Code FBC20141TPI2007 Matrix) DEFL. In (loc) I/dell Ud PLATES GRIP Vert(LL)-0.4619.20 >555 360 MT20 244/190 Vert(TL) -0.7019.20 >364 240 MT20HS 187/143 Horz(rL) 0.10 15 IVA n/a LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) 'Except' TOP CHORD 1-10: 2x4 SP M 31((let) BOT CHORD 2x4 SP No. I(flat) 'Except' BOT CHORD 15-21. 20 SP M 31(flat) WEBS 20 SP No.3(flal) REACTIONS. (lb/size) 24=1708/0-8-0.15=1136/0.3.0 Max Grav 24 = 1 708(LC 1), 15=1157(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/492, 2-3=0/492, 3.4=-2147/0, 4-5=-3817/0, 5.6=-3817/0, 6.7=-4769/0, 7.8=-4966/0, 8.9=-4966/0, 9.10=-4966/0, 10-11=-4966/0, 11.12_ 3840/0, 12-13— 2306/0 BOT CHORD 23-24=-133/1166, 22.23=0/3098, 21.22=0/4433, 20-21=0/4433, 19-20=0/5034, 18-19=0/4966, 17-18=0/4457, 16-17=0/3236, 15.16=0/1333 WEBS 1-24=-639/0, 13-15=-1729/0, 13.16=0/1313,12-16=-1255/0, 12.17=0/815,11-17=-832/0, 11-18=0/961, 9-18=439/0, 3-24=-1720/0, 3-23=0/1356, 4.23=-1317/0, 4-22=0/984, 6-22=-846/0, 6.20=0/481, 7-20=-451/0, 7-19=-427/525, 8.19=-256/137 28 q a Weight: 118 lb FT = 20%F, 11°oE Structural wood sheathing directly applied or 5.1.10 oc pudins, except end verticals. Rlgld ceiling directly applied or 10-0.0 oc bracing, Except: 6.0-0 oc bracing: 23.24. NOTES- (9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 1.5x3 MT20 unless otherwise Indicated. 4) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.1Off (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 347 lb down at 0.2.4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +- Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 15-25=-10,1.14=-100 Concentrated Loads (lb) Vert: 1=-347(F) Q WARNWO - Verity daarpn parermtere and READ NOTES ON THIS AND tNCLu0E0 MrTEx REFERANCE PAGE M1F7473 rev. I0,1112016 BEFORE USE OosiVn vaid lot «se only vAlh Milek®conneclors. ttds deslgll B txts0d only upon parcameten stlown. and is re an trxlMd it t:uldUlg component, rat a truss system. Before use. tla txltc&Q doslgnot must verity Me "Icobllty, of deslWl Tievalnele8 and rroperly Ulceprxato this design Into Iho ovedl Ixldng design. (lacing Inulcaled Is to budging or Individual truss web and/oi chord members only. Addillorlcd lomporary and ponnanenl lxacUlg M iTek' rxeveni is always ie%drod lot stability and to Ixovent collapse Win possible p oisonal k*ffy and properly damage. Fa general guld nce regatding Me 6904 Parka East Blvd. k"Ic-c Ilm stotago. doliveM erection and bracing or trusses and truss systems. 500ANSI/TPI I Quality Criteria, 058-89 and SCSI Building Component marion Tampa. FL 33610SafetyavcflablefromIrtasPlateIrutiluto, 218 N. boo Street. Sulto 312. Aloxanclda, VA 22314. Job uss runs ypeoty Fly T9083746 64.69 1,-:o floor 14 t Job Reference(optional) uuaaara ruataource. lamps. rmm txy. 1-1orras sa000 r.o+u a Aw it dui o mt i ea mausures, rnc. rraa wur " r esrso [a w raps r ID:IEueaKU2YSR914BZZ11YSCzElxD-eHcd4SB4m6p261LOO*)5VINKIhKJ4MoW Y084W Yxyw91R 0.1•e 1A4 9 Axg — 1.4.0 3-.j.5x3 11 9Y 1.50 II 30 = Scale . 1:9.6 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) 0.00 5 . 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Ven(rL) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr NO WS 0.26 HOf2(TL) 0.00 4 Na n1a BCDL 5.0 Code FBC2014JTP12007 Matrix) Weight: 19 lb Fr = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(Ilal) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (Ib/size) 4_ 269/Mechanical, 5=912/0.8.0 Max Uplifl4=-321(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6.7=-390/0. 7-8=-390/0, 1-8=-390/0 BOT CHORD 5-6=-395/0, 4-5=-395/0 WEBS 2-6=0/554, 2.4=0/513, 2.5=-884/0 Structural wood sheathing directly applied or 2-11-4 oc purlins, except end vertleals. Rigid ceiling directly applied or 6-0.0 oc bracing. NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 4. 4) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven: 4-6=-10, 1.3=-100 Concentrated Loads (Ib) Von: 1=-347 Q WARNING • verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev. 1002W 15 BEFORE USE. Doslrpt valki for use orgy wlm btllok®connoclors. Irgs cleslign It based orgy upon rxxamelors shown. and Is lot an Gtt9vidual tAddb g comlenonl, rt01 a truss system. Before use, Ihu txdldhg deslgrxx must verify Itx-, aprAlcabll fy of design "ametors anti ptoparty heotporato atb dosign Into the ovotall building design. f3iacing fndlcalod is to rxevenl buCMlnp of Individual Inns web and/or chord members orgy. Adclllorttl lernWcny and Ixxmanent txaclrtll MiTe k' Is always rociuired for stability aW to prevent edlgsso with p ss6tle personal May and Ixoperty damage. For genetal guidance regarding Iho fNxication. slaage, delivery. orocaon aid bracho of musses and muss systems. socANWM I Quality Criteria, OSS-69 and SCSI Bulldtng Component 6904 Parka East Blvd. Safety Information available horn Was Hate bulllute. 218 N. taro Strool. St/le 312. Alexarndda. VA 22314. Tatrpo. FL 33610 Job SS NSSypeoty, Fly T9093747 64- 69 1"-12 Flaw Girder 2 1 Job Reference (optional) Builders FirstSource. Tempe. Pam City. Florida 33566 7.640 a Apr 19 2016 tAiek Industries. Inc. Wed Jul 20 14:43:46 2016 Pepe 1 ID: IEueaKU2YSR9i4BZZdYSCzElxD.aHcd4SB4m6p261LQO?SVINKcYKSpMIfYO84W Yxyw91R 1. 4.0 0.11.E 3x6 II Scale . 1:13.0 6xB = 3x6 II 3x6 II m 6xa = 12 3x6 II 31t8 = 3x8 = 6. 9.8 6. 9-8 Plate Offsets (KY)-- 4:0.3-0.0-0-01,18:0-1-8.Edge), 19:0-1-8.Ed11el LOADING ( psf) SPACING- 2.0-0 CSL DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Ven(LL) -0.05 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Ven(TL) -0.07 8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.03 7 We n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) I Weight: 43 lb FT = 2011oF, 11OSE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(ffat) BOT CHORD REACTIONS. ( Ib/size) 10=1433/0.5-0, 7=1822/0.4.0 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-337/0, 2-11=-3203/0, 3.11=-3203/0, 3-4=-3203/0, 4-5=-3203/0 BOT CHORD 9-10=0/2151, 8.9--0/3203, 7-8=0/2286 WEBS 2-10=-2556/0, 2-9=0/1268, 3-9=-650/0, 5-7=-2717/0. 5-8=0/1089, 4-8=-584/0 Structural wood sheathing directly applied or 6.0-0 oc purlirls,' except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- ( 4) 1) Unbalanced floor live loads have been considered for this design. 2) ' Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-IOd (0.131' X 3') nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 4) ' This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-10, 1-6=-100 Concentrated Loads (lb) Vert: 4=-841 11=-841 12=-841 Q WARNING - Verily deelpn parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MQ7473 rev. faMMOIS BEFORE USE. Design vdkl lot use only wllh Mliek®conrwclors. this design Is Ixssed only upon rwfarwters shown. anti Is fa an Irldlviclu d Ixgdlrty cornponunt. not o huss syslern. 8olote use. the txllding closlgnot must verify the gxAICM41fy of design rxncrnolots and properly Itleogxxato Oils design Into Iho ovorcdl txfldng clesign. Bracing Indicated Is to rxevonl txtckling of kx9vidud truss web and/ot chord metntwts only. Acklltlotxi tompoaay cnd potrncvrenl txocOV MiTek' Is clways tocFdtod for s"Ally, and to ixovenl cottelx a with posslAo potsond tyfry and txopenY damage. for genetd gtldalco fogacirlg the fdxlcallom stomoo. cl llvoty, erection oral txcsckV of trusses aril tatss systems weANSI/Ml I Quality Criteria. OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety Information ovcOalAo from Inter Hate hullkde. 216 N. too Street. SUfe 312. Alosaxsfla. VA 22314. Tarspa. FL 33610 Job ruSS runs ypeoty, ply T9093748 64. 68 13 . IF, fla0r 10 1 Job Reference banal WHOM rtraawrrce, rarrpa, rmm r,rry, rwaaa aaaoo 0. 1.8 H 1F—4-0022 r." v a Apr it zuio mires rnaucrrws, inc. wea dui zu t4-4s.4r zwo rage i ID: fEue9KU2YSRgi4BZZilYSCzElxD•2TA?HoCiXPxvj 1 w czjjpd kG bshHkTd5A0ifog34Nyw910 1 1f— f- 1 Scala. 1:31.2 t.Sx3 II 1.Sx3 = 34 = 30 = 1.Sx3 II 3x4 = 30 = 3x4 = 30 = 3x6 II Sx6 11 1 2 3 4 5 6 7 a 9 10 11 3x6 = 3x6 = 3x6 = 3x8 MT20HS FP = 1 Sx3 11 1.Sx3 11 30 = SxB = 1.Sx3 II 30 = 17. 3. E 17.7,E Plate Offsets ( X.Y)-- 16:0.1-8,Edgel.17:0.1.8,Edoel.111:0.3-O.Edge LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 40. 0 Plate,Grip DOL 1.00 TC 0.94 Vert(LL) 0.29 16-17 710 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.00 BC 0.88 Vert(TL) 0.45 16-17 457 240 MT20HS 187/143 BCLL 0. 0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.02 11 rVA Na BCOL 5. 0 Code FBC2014/rP12007 Matrix) Weight: 93 lb FT = 20%.F, 11°5E LUMBER- BRACING - TOP CHORD 20 SP No.2(flaq TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2(tlat) 'Except' end verticals. 12.18: 2x4 SP M 31(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/ size) 21=934/0-3-0.11=941/0-3.8 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1787/0, 3-4=-2893/0, 4-5=-2893/0, 5-6=-3281/0, 6-7— 3120/0, 7-8=-2384/0, 8.9=- 1019/0, 9-10=-1003/0, 10-11=-1019/0 BOTCHORD 20. 21-0/1071, 19.20=0/2467, 18.19=0/3265, 17.18=0/3265, 16.17=0/3120, 15.16=0/3120, 14.15- 0/3120, 13.14=0/1809 WEBS 11- 13=0/1326, 2.21_ I388/0, 2-20=01967, 3.20-917/0, 3-19=0/564, 5.19— 492/0, 6-17— 212/412, 6-16=-365/26, 8-13=-1045/0. 8-14=W777, 7-14=-1020/0, 7-15=0/397 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) 'Semi - rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-1 Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. 7)'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily darden penmerere and READ NOTES ON rKiS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 16413,201S BEFORE USE De*p talk] for use only wpm MIMk®connLc; xs. Ihls desitp Is based orgy upon tWamolors sown, aril Is for to hKnvkAxtl buldhlta component, not a lass systom. Before uso, lbw txAd ng doslprwt roust vodty the c"Alc tbllly of daslDn p samelcus end ptopody heorPoralo N* design Into the overall MAc&V ckrslgn. Brochtg hldlcatod Is to prevenl bucldlrV of IrKllvkhtal truss wob and/or chard rnernbers only. AdalllorKll totnpaory cod potmanenl Ixachlg MiTek' Is always togtlrod for stability and to pxovenl collapse wllh possible petsoral hyrey aril Ixoperty danage. For go"cd gull nee tegacang the lalxlcotlon, sfotclgu, dollvuty, erochon and btaclrlg of bassos and lnrss syslerns, soeANSI/TPII Quality Criteria, OSS-89 and SCSI Building Component 6904 Parks Cast Blvd. Safety Information avalable from Ituss Hate hullMe. 218 N. Loa Street, Sr410 312. AlexarKlria. VA 22314. Tampa, FL 33610 Jobfuss Truss ype ty Ply T90p37ap 6a-6p fta Floot 6 t Job Reference Lionel numem reeraource. rempu. rom ". rrorrea - 0.1.8 H 1 1-" J21 ID:fEueaKU2YSR9i4BZZtIYSCzElxD-2TA?HoCixPxvj lwczjdkGbskTkSGSCBrfog34Nyw910 i 2-0-8 1 te . 1:30.4 1.54 II 1.Sx3 II 1.5x3 = 3x4 = I Sx3 II 3x4 = 3x6 FP = 30 = t.Sx3 ll 4x6 = 1.5x3 = 1 2 3 4 5 6 7 a 9 10 11 1 t 19 le 17 16 15 14 13 3x8 MT20HS FP = 1.5x3 II 06 = 30 = 22 I" LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.74 BC 0.90 W B 0.49 Matrix) DEFL. in (loc) Well Ud Vert(LL) -0.30 15-16 >697 360 Ven(rL) -0.46 15-16 >450 240 Hor2(TL) 0.06 12 n/a tVa PLATES MT20 MT20HS Weight: 91 lb GRIP 244/190 187/143 FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc puffins, except 6.11: 2x4 SP M 31(flat) end verticals. BOT CHORD 20 SP No.2(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12.17: 20 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 20=947/0.3.0, 12=947/0-3.8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1816/0, 3-4— 2949/0, 4-5=-2949/0, 5.6=-3358/0, 6.7=-3358/0, 7-8=-3194/0, 8-9=-3194/0, 9.10— 178210 BOT CHORD 19-20=0/1086, 18-19=0/2509, 17.18=0/3343, 16.17=0/3343, 15-16=0/3194, 14.15=0/3194, 13-14=0/2520, 12-13=0/1081 WEBS 2-20=-1407/0, 2-19=0/986, 3.19=-936/0, 3-18=0/582, 5.18— 520/0, 7-16=-212/402, 7.15=-300/2, 10-12— 1402/0, 10.13=0(946, 9.13_ 995/0, 9.14=0/1035, e-14=-427/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 3x6 MT20 unless otherwise Indicated. 4) 'Semi -rigid plichbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify daafpn pantnefere and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MIIF7473 Lev. 1416V 0t6 BEFORE USE. DoslM valkt lot use only wpm Ml ell0 connectots. R* deslgt Is based only upon pmornetem Yawn, art<J Is tot an hc9NdxA buldhg component, not a truss system. Before use. the bllcling designer roust voriry the apiAlcul-Ally of dusign rxaamoters are ptolxsriy heorrotate Mis design Into One overall txld ing design, Bracing kxticaled Is to buclding of hdMauxd truss web anal/ot chard mombers orgy. AtkAllonal lempotaty and pormonemt txocirsg M iTek' prevent It ctways required for stability and to prevent collapse vAlh tosdsle personal hkay and properly damage. ror general gu ldasce tegmdhg Ile fablicatlon, storage. dollvory. erection cvxi Lxcrchg of trusses and bass systems, souANSI/111I1 Quality Criteria, OSS-69 and BCS1 Building Component 6904 Packs East Blvd. safety Information avaAablo from tog Rate institute. 216 N. Loa Streol, StAto 312. Aloxanctrla. VA 22314. Tampa, FL 33610 Job ss russ ype Teoe37so 64-69 1,-:-s Floor Girder 2 t Job Reference(optional) Builders FeatSoures, Terms. Plenl Cay. Florida 33S66 7,640 a APr la 2016 a6IeK Irldtlslrlse, rnC. wee Ju120 14 43'46 2016 rage I 3x4 = ID:fEueaKU2YSR9i4BZZilYSCzElxD-WfkOV7DKlj3mLSUoXOBzooPuN8uigi6ruSZcdgywglP 1.4-0 0.11.8 1 1.Sx3 11 2 9 3 30 = 4 1.Sx3 II Scale . 1:8.2 3x4 = 30 = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCOL 5.0 SPACING- 2.0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014lrP12007 CSI. TC 0.79 BC 0.57 W B 0.26 Matrix) OEFL. in Ven(LL) -0.02 Ven(rL) -0 03 Horz(rL) 0.01 loc) I/dell L/d 7-8 >999 360 7.8 >999 240 5 We n/a PLATES GRIP MT20 244/190 Weight: 22lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.l(flat) TOP CHORD Structural wood sheathing directly applied or 4.1.8 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 20 SP No.3(ffat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 8=684/Mechanical, 5=597/0-6-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.9=-912/0, 3-9=-9i2/0 BOT CHORD 7.8=0/912, 6-7=0/912, 5.6=0/912 WEBS 2-8=-1092/0, 3.5=-1092/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3.1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 5.8_ 10, 1-4=-100 Concentrated Loads (lb) Vert: 9=-841 0 WARNING - Verify design Peremefen and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MF7473 fay. IMMOIS BEFORE USE. Desllpl vall l for use only, wlm Atlek® connectors. lnls design Is based only upon lxsrameters shown. arxf Is fa an IndIvldttU txACN1g component, rot a Irtm systorn. Bofero use. the balding dalsfgnot must vodry the cypica billy of deskp pararraters amal rxoperly Incorperate Itds design Into the overall Racing hCacated is to txscafrlg trxRAdudd Ism web anal/or chord members only. Add illoW lempoasry and "marIent txacinG WOWbuildingdesldn. Ixovent of Is sways required lot stability and to nrovent colla ine wllh possible Iwrsorlcd klfuay, and Ixoperty damcgo. for oorwtal gt/dalta togadrlg Ow tcdxlcollom slercoo, dollvW erecilon celcf txcicUlg of trusses and Ism systems. woANSI/IPI I Quality Criteria, OSS-89 and SCSI Bulldtng Component 6904 Parke East Blvd. Safety Information avUfable from Ism Pluto Irtsllfrrio, 218 N. Lee Street. Sulto 312. AloKclydda, VA 22314. Tampa, FL 33610 Job ns ruse ype I'l Ply T909375t 69 1,--16 FlaorGedar 2 t Job Reference (optional) ounaan rnuawm., wnpu, ram a y, r, — aaaoo 0.1-8 H tf -4-0 t Sx3 II 1.Sx3 = 4x6 = 4x6 = I.Sx3 II 30 = 1 2 3 4 5 27 s np' , ray. ID:fEueaKU2YSR9i482ZIlYSCzE1x0-W IkOV7DKg3mL8UoX08zooPu28pkgY9ruSZcdtryw9lP 1I11-0 —I 3x4 = 30 = 6 7 o- Scale . 1:39.1 30 = l.6x3 II 1.Sz3 II 3x6 FP= Sys = 7.Sx3 = a 9 10 11 12 13 M M 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6 = 3x12 MT20HS FP = 4x6 11 Sx8 = 06 = 1.5x3 SP = 4x6 = 21.7-0 Plate Offsets (XY)-- 16-.0.1-8.Edgg r0.1 ..8.Edgel. 114:Edge 0.1-8 (19:0.3-0.0 0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.45 19 574 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) 0.70 19 365 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.11 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 122 lb FT = 20%F, 110'*E LUMBER- BRACING - TOP CHORD 20 SP M 31(flat)'ExcepY TOP CHORD 9.13: 2x4 SP No.2(flat) SOT CHORD 20 SP M 31(flal) *Except* BOT CHORD 17-22: 2x4 SP No. I(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 26=1280/0.3-0, 14=1638/0.3-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2585/0, 3.4=4458/0, 4-5=-4458/0, 5-6=-5797/0, 6-7=-6472/0, 7-8=-6268/0, 8.9=-5405/0, 9.10=-5405/0, 10.11=-5405/0, 11.12=-3411/0 BOT CHORD 25-26=0/1488, 24-25=0/3635, 23.24=0/5260, 22.23=0/5260, 21-22=0/5258, 20.21=0/6472, 19-20--W6472, 18-19=0/6472, 17-18=0/5984, 16-17=0/5985, 15-16=0/4850, 14-15=0/1920 WEBS 2-26=-1930/0, 2-25=0/1481, 3-25=-1417/0, 3-24=0/1088, 5-24=-1061/0, 5.21=01783, 6.21=-1158/0,6.20=-1/554, 12-14=-2490/0, 12.15=0/2012, 11.15=-1943/0, 11.16=0l734, 8-16=-767/0, 8.18=0/427, 7-18=-512/270, 7.19=-364/197 Structural wood sheathing directly applied or 4-5-2 oc purtins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 23 = 11% 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 664 lb down at 17-5.12 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (8) 9) -This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 14.26=-10, 1.13=-100 Concentrated Loads (lb) Van: 11=-584(8) Q WARNING - Vorlry dsalyn Permwtan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M47473 rev. IWOMI6 BEFORE USE. Oe*jn valkl lot use orgy Win Mlfek®conneclots. rhis dtdlgn Is based only upon paamelors shown, and Is lot at trxlvidual rAddlrV component, not a Imes system. Wale use. Iho Wicing doslipot must verify the appticatllty of desIM Ixxanotors and ptoporly Incotpotate this cleslgn Into the ovorall b lclrg ckolcjn. Bracing IMllcated Is to rxovent txwcldlrlg of IrKRAdual truss web aril/a crlotcl rnernbets only. Ackltlerlcl lernpotcry and permanent txoclrl0 MiTek' Is always reclulted lof s"Ally atW to povont cdlatze wllh poasOHo potsonal In)Iry aril Ixoparly damage. fa general etildalco rogatd i g the fatmi atkxL storage, dollvoty. etectkxf =1 lxacbV of trusses and Miss systems, seeAN51/TPI I Quality Criteria, OS8.69 and SCSI Sulldlny Component 6904 Parke East Blvd. salary IMatmatlon alvallcM from truss Plate RtsOMe. 218 N. tee Street. Stlte 312. AlozaxlrkL VA 22314. Tampa. FL 33610 Job russ russ ype uty pry T9093752 69 Ft7I Floor so 1 Job Reference tonal auua*n rasraource, Iarpa. risen -,ay, nonao asaoo 0.1.8 I1 11 4x6 = 3x6 = 3x4 = 2 3 4 5 Us APT l V Zu I a ...an Inousuws, Inc. -ea Jw "-;.j:.s Zu l o rope r ID:IEusaKU2YSR9t4BZZilYSCzElx0. sHmiTEy3IBdzK3?58ICLOy4YY9PZ4c?76JA9Gyw910 3x4 = 30 = 6 7 23 22 21 20 19 4x6 = 3xl2 MT20HS FP = 3x4 = 15x3 SP= 3x8 = 21.7-0 s n 80 Scale . 1:36.5 30 = 3x6 FP= 3x6 = 4x6 = a 9 10 11 12 13 to 17 16 15 ff 30 = 3z8 = 06 = 3x6 = 26 qY Plate Offsets (XY)_I6:0-1-8.Edoel, 17:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Ven(LL) 0.42 18-19 605 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Ven(rL) 0.66 18.19 387 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(rL) 0.11 14 n/a rVa BCDL 5.0 Code FBC2014f rP12007 Matrix) Weight: 112 lb FT = 20- F, 1 I%E LUMBER- BRACING - TOP CHORD 20 SP No.l (flat) 'Faccept' TOP CHORD Structural wood sheathing directly applied or 4.6.12 oc purllns, except 9.13: 2x4 SP No 2(flat) end verticals. BOT CHORD 2x4 SP No. I (flat) 'Except' BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing. 14.21: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(Ilat) REACTIONS. (Ib/size) 24=1167/0-3-0, 14=1167/0-3-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2321/0, 3.4_ 3962/0, 4.5— 3962/0, 5-6=-4863/0, 6-7=-5155/0, 7-8=-4864/0, 8-9=-3960/0, 9-10=-3960/0, 10-11=-3960/0, 11-12=-2321/0 BOT CHORD 23-24=0/1350, 22-23=0/3259, 21-22=0/4562, 20.21=0/4562, 19.20=0/5155, 18.19=0/5155, 17-18=0/5155, 16-17=0/4563, 15.16=0/3259, 14.15=0/1350 WEBS 2.24=-1750/0, 2.23=0/1310, 3-23— 1265/0, 3-22=0/930, 5-22=-794/0, 5-20=0/550, 6.20=-706/88, 12.14=-1750/0, 12-15=0/1311, 11-15— 1266/0, 11-16=0/928, 8.16=-797/0, 8-17=0/550, 7-17— 705/89 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 21 = 11°b 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-1Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vaft derfyn perameren and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.1473 rev. Ill MIS BEFORE USE. Deslryl veikl nor use only Win MIfekS connoclots. this Uesl(/1 is based only upon Imrarnotars shown, arxJ Is lot an Individual buldIng comryWneM. not u tfuss systoin. Before too, Rho Ixlldho doWjnet must verity the aprlllcabllty, of design "arnotofs and ixolxxty, Incorpaato Ihh daslgn Into the ovotall building design, aaetng Inckated b to pnovonl buCaklg of InalMucd Inns wob and/or Ctotd members only. AWAlloncl teinporary and permanent macxrg M iTek' is otwaro io"od got slablllly and to prevent calarxo vAth lossiblo petsoncf Inn ry cowl Ixoperly damage. for gonefal gukla ce togaidklg the klx1cotlon, storago. delivery, election and txdCing of tnasus<aKJ Intsc systems. suoANSI/TPII Quality Criteria. OS11-89 and SCSI building Compon*nl 6904 Pork* East Blvd. Totrpa. FL 33610Sal*ty Information avalatAo from inns Plato hu9lute. 218 N. Lou Street, StAtu 312. Alexandria. VA 22314. o ruse puss ype oty ply T9093753 64.69 F16 Floor Girder 2 1 Job Reference Clonal Builders Firr tSource. Tanpo. Plant City. Florida 33566 1.4-0 1 1.StA II 2 3x6 = r.e4u a Apr 1e ze1 o fw f ex fnausines, inc. wen M 20 Oi:43:60zuto rage i I D:f EueaKU2YSR9f4BZZt1 YSCzElxD-S2r8vpFagKJ UaUeBfrARIDU PNy151 e88Lm2jhrywBlN 3 I.Sx3 II Scale. 1:8.3 30 = 30 = 3- 0 6 3- 0.8 LOADING ( psi) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Ven(TL) -0.01 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(rL) 0.00 4 We nla BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 17 lb FT = 20%F, 1 I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3.0.8 oc purlins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 2x4 SP No.3((lat) BOT CHORD Rigid ceiling directly applied or 10.00 oc bracing. REACTIONS. ( Ib/slze) 6=430/0.3.8, 4=430/Mechanlcal FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5.6=0/549, 4.5=0/549 WEBS 2-6=-657/0, 2.4=-657/0 NOTES- ( 4) 1) Refer to girder(s) for truss to truss connections. 2) ' Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 4) ' This manufactured product is designed as an indiNdual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 4-6=-10, 1-3=-100 Concentrated Loads (lb) Van: 2=-538 Q WARNING - Ver1ly dedgn perammere end READ NOTES ON THIS AND wcLUDED M?EX REFERANCE PAGE MI11-7I73 rev. taM=15 BEFORE USE. De* pn ocdid for use only with Mllek®conlWClors. Ms desli Is based only uporn pacrnaters shown. and fs for an Wh4ctlwl bu1d1W Component. not a truss syslorn. Below use. the IxllUng designer mtrst verily trio cfp Icability of design lritarfoters anal Iroporly InCopxrate this design Into the overall Biadng Indicated Is to txrcldkV of individual Miss web and/or chord members only. A.adltbrxl fefmporaay, axf permanent lxocmg M iTek' IxldWQdesign. rxovonl Is alwcrys rocl lted for stability and to prevent Cdpgnse with possible personal property damage. For general gttklance rogcraDng the fcarlcatbn, slorago, delivery, erection and txachtg of trusses and tens sysloms, SWANSI/TPiI Quality criteria, OSB-69 and SCSI building Component 6904 Parke East Blvd. Safety Information ctvallable from truss Ratio Ims0lule, 218 N. two Streel. Steto 312. Aloxcndda. VA 22314. Tango. FL 33610 I fuss fuss ype T9093751jJob6469F19flag2t Jab Reference(optional) auuaera raaaourca, Tampa, rmm ury, rraraa ,saaoo 0.40 1-3-0 is—f1-4-0-1 4x6 II 3x6 II 30 = 1 2 3 4 10: fEueaKU2YS R9f4B7Jrl YSCzEI xD-S2ravpFagKJ UaUeSfrARtDUH3yXnlaeeLm2jh"l N I-e-e o,1e sealer. 1.21.0 1.Sx3 11 1.5x3 11 3x4 = 5 6 7 I.Sx3 II 30 = t.Sx3 = a 9 16 1.Sx3 II 3x6 = 3x4 = 3x4 = 30 = 3x6 = 4e LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.10 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL)-0.1511-12 >942 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(rL) 0.02 10 rVa rda BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 65lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except SOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 10=632/0-3-0, 1=638/0-3-8 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-668/0, 2.3=-667/0, 3.4=-668/0, 4-5=-1487/0, 5.6=-1487/0, 6-7=-1487/0, 7.8— 1096/0 BOT CHORD 13.14=0/1112, 12.13=0/1487, 11-12=0/1433, 10.11=0/709 WEBS 1.14=0/870, 8.10=-918/0, 8-11=0/523, 7.11=-455/0, 7.12=-81/296, 4-14=-587/0, 4-13=0/579, 5.13=-279/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 5) CAUTION, Do not erect truss backwards. 6)'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify deNBn parameter and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MD7473 rev. IWD341015 BEFORE USE. De*p valid for uSo only wl0t Mllek®eonrecrom fnls dosW r basod only upon pmartofem shown. and fs la an indivldtld txAdRlg comr" mt. not a buss system. 9oloto use, the IxBdIng doskhnot must vo0fy the c"Alcabllty of de*jn ptuarnolots and propody Incorporate 0tb <lo0jr n Into the ovotall txddrlg cW4n. (racing Imlk:ated Is to txrckflrl0 of IrdJlvkltKA Ituss web and/or chard mombors only. Ad liflon A ternpotalry and pormarwnl Ixacing M iTek' txovenl is always togt/rod (of slatxllty and to Ixovenl collatne wllh IlosM)le potsonal k*AV and propeny dalmago. Fa gunetal gt4dalco rogacling ttto kAxIcclibn, slotcgo. clellvery, utoctlon cuxl tx<tchto of Inmes and fntss systortts, sooANSI/iPI I Quality Cnlena, OSS-89 and SCSI building Component 6904 Parke East Blvd Torrpa, FL 33610SafetyIntormatloncwakdAoRomtruePlatoImIIRAe. 218 N. too Sheet. Sate 312, Alexandria VA 21314. Job I russ I runs Type ty T9093755 6449 F20 Flow 4 1 Job Reference(optional) ou ws r rua„wu ce, i anya. rmn, wy, rwnue ,aaaoo `s M '. —io — i ea mautunas. wc. rraa w cu 1 •: .- Ga l rape 1 ID:fEueaKU2YSR9i4BZZilYSCzElxD-S2r8vpFagKJUaUeStrARtDUH tyVQIcX8Lm2jhiy"IN 0.1.8 H 11 -4-0 i 1.11.12 018 s aN.1:2o.e 1.Sx3 II 1.54 = 1 3x4 = 2 30 3 1.Sx3 II 30 4 5 1 Sx3 II 3x4 = 1.Sx3 6 7 3x6 = 3x4 = 1 Sx3 II 3x4 = 30 = 3x6 = 12-04 2 12-0.12 Plate Offsets (X Yl13:0.1-8,Edge],110:0-1-8,Edclel LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.12 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.17 9-10 >822 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horc(rL) 0.02 8 n/a n/a BCDL 50 Code FBC20141TPI2007 (Matrix) Weight: 63lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 2x4 SP No.2(tlat) end verticals. WEBS 2x4 SP No.3(ffat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/slze) 13=643/0-7-4, 8=643/0-3.0 FORCES. (Ib) - Max Comp /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1118/0, 3.4=-1544/0, 4.5=-1544/0, 5.6=-1122/0 BOT CHORD 12-13=0/7I1, 11 - 1 2=0/1 544, 10-11=0/1544, 9-10=0/1472, 8.9=0/723 WEBS 6.8=-936/0, 6-9=0/539, 5-9=-472/0, 5.10=-67/323, 2-13=-921/0, 2-12=0/549, 3-12=-581/0 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design. 2) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' Q WARNING - Verily dedyn Parameters and READ NOTES ON THIS AND INCLUDED M!!EK REFERANCE PAGE W7473 rev. 10 MIS BEFORE USE. Design vdikf for use only with Mllek® connectors Ihls di'sllyn is Ixtsed only upon lxtranelers Yawn, and Is for an hdMckK11 budding component. not a truss system. Belota tao, the building designer musl verity the al AlcatYlty of design rxrarneters and lxorxnly heogxxole this design Into Iho ovotall IXAding design. Bracing Indicated Is to prevent txrcaing of Incilvdual IR=web and/or chord members only. Addillo al lernpwary and perrnahonl Ixacing MiTek' Is alwoys togtdied lot stability and to lxovent Collapse with possUe peosonal &*By and lxotorfy damage. rat oenwal gLkl nce regarding mo fabtk:allm storage. dolivety, otectkxn and Ixacing of Misses arxl Miss systems s00ANSI/1PI I Quality Criteria, OSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdkaxe from Irtrs Rate Institute. 218 N. Lee Street. Stile 312. Alexandria VA 22314. Tampa, FL 33610 Job runs runs ype oty Fly T9093756 64.69 F21 floor 2 1 Job Reference (optional) aumen raaaaurca, rartpa. ream may, rwaaa aa-- 0.1.8 H 1-0 3x6 = 2 I0:fEueaKU2YSR904BZZ11YSCzE xD-wEPW79FDaeRLCeONCZhgORIMSUR19mHe0oH08yw81M I- 200 -I 3x4 = 30 = 3x4 = 3 4 5 6 7 9i, a48 Scale 1:36.s 06 = 06 = 3x6 FP= 30 II 30 = 3x4 = 8 9 10 11 12 13 14 3x6 = 3x6 = 3x8 MT20HS FP = 3x4 = 4x6 = 4x6 = 3x8 = 3x6 = 3x6 = LOADING (pst) SPACING- 2.0.0 CSI. OEFL. in floc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.31 21-22 >678 360 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Ven(TL) -0.47 21-22 >437 240 BCLL 0.0 Rep Stress Incr YES W S 0.52 Horl(TL) 0.05 18 n/a Na BCDL 5.0 Code FBC20141TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) 'Except' TOP CHORD 1-9: 2x4 SP No. 1(flat) BOT CHORD BOT CHORD 2x4 SP No.2(flat) 'Except' 15-23: 20 SP M 31(flat) WEBS 20 SP No.3(flal) REACTIONS. (lb/slze) 26=890/0.3.0, 15=-17/0-3-0, 18=1461/0.3.8 Max Upllltl5— 171(LC 3) Max Grav26=894(LC 10), 15=149(LC 4), 18=1461(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3_ 1693/0. 3-4=-2703/0, 4-5=-2703/0, 5.6=-2998/0, 6-7= 2724/0, 7-8=-2724/0, 8-9=- 1155/0. 9- 1 0=- 1155/0. 10-11=0/806, 11.12=01806, 12-13=-75/334 BOT CHORD 25-26=0/1021, 24.25=0/2327, 23-24=0/3047, 22.23=0/3047, 21.22=0/2724, 20-21=0/2724, 19.20--0/1964,18.19=0/410,17-18=-334l75,16.17=-334f7S,15.16=-334l75 WEBS 2-26=-1324/0. 2-25=01907, 3-25=-856/0, 3-24--0/497, 5.24=-456/0, 6-22=-75/492, 6.21=-355/0, 10-18=-1477/0, 10.19=0/1014, 8-19=-1105/0, 8-20=0/1089, 7-20=-421/0, 13-15=-91/430, 12.18=-717/0 28 q4 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 114 lb FT = 20%F, 11016E Structural wood sheathing directly applied, except end venicals. Rigid telling directly applied or 10-0.0 oc bracing, Except: 6.0.0 oc bracing: 17.18,16-17,15-16. NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 15. 5) 'Semi -rigid pitchbfeaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0.13V X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING- Verity deHpn pammetwe and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rev. I0f03B0i6 BEFORE USE. Design vdkJ rot use only with MI lek® connectors, ihh design Is Imsed only upon Ixuarnefem shown. (nd is for on IndIviducd txdd kV component, not a Ouss system. Roble use. the 1xAdhg designet must vodfy the %X)Ucc"Ify of design pm rnotefs cfnd Ixopody heapofato this design Into it* oveectll building design. Bracing Indh_alod Is to budding of IncJlvkltxA Inns web and/01 ehad mambofs only. AddOoncd lempotary and permanent Ixaekng M iTek' ptevont Is clwoys rogndred tot statslllly and to Ixevent collcrAe vAth possbsle petsoncil " and Ixoperty, damage. rot oonetal g0dare fogcucdng tho tatxiccOo n, storage. delivery. ofeclion crud LxctcbV of fames cnd trim systems SWANSI/TPI I Quality Criteria, OSS-69 and SCSI Sullding Component 6904 Parke East Blvd. Safety Information ovcacttxe from Inm Plate Institute, 216 N. Leo Street. Stdto 312, Alexandfks. VA 22314. Tampa. FL 33610 Truu TWe ty Teo937s7jJobfUS3at? F22 Floor 6 t Job Reference(optional) cuoaers rasta9urce, r anpa, rww may, rwa ata99 0.1-8 H 1 21 1 D:fEueaKU2YSR9i48ZLl YSCzE IxD-ORzuKVGrLyZCgooZm GCvzea20195mTE Rp4 Xgmbyw9l L 1.50 II I.Sx3 = 4x6 = 3x4 = 1.5x3 II 30 = 3x6 FP= 3x4 = 30 II 4x6 = 1 2 3 4 5 6 7 a 9 1 o . 1:30.7 1.5x3 II 3x6 = 1.Sx3 = 10 11 w ISI/ w n w 11irI. wrrrrt w wrrrrrtrr w In LohII 3x6 = 4x6 = 3x6 = US MT20HS FP = 1.5x3 II 4x6 = 3x6 = 3x6 = 1.54 SP= 30 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Ven(LL) -0.31 15-16 >672 360 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Ven(rL) -0.48 15.16 >435 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 1 Horz(rL) 0.06 12 We rVa BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.I (flat) 'Except' TOP CHORD 6-11: 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.2(flat) 'Except' BOT CHORD 12.17: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 20=954/0-3.0. 12=954/0.3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1832/0, 3.4=-2980/0, 4.5=-2980/0, 5.6=-3404/0, 6-7=-3404/0, 7.e= 3247/0, 8-9=-3247/0, 9.10=-1797/0 BOT CHORD 19-20=0/1094, 18.19=0/2533, 17-18=0/3383, 16-17=0/3383, 15.16=0/3247, 14-15=0/3247, 13-14=02541, 12.13=0/1090 WEBS 2.20=-1418/0, 2-19=0/996, 3-19=-946/0, 3.18=0/592, 5.18_ 532/0, 5-16=-98/259, 7.16=-223/399, 7-15=-301/4, 10.12=-1413/0, 10-13=0/955, 9-13=-1003/0, 9-14=0/1060, 8-14=-427/0 22 4 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 93 lb FT = 204eF, 11%E Structural wood sheathing directly applied or 4-10-5 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 24.0 oc bracing: 16-18. NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) The Fabrication Tolerance at joint 17 = I I IS 4) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-1Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) *This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify daHpn pentmefars and READ NOTES ON THIS AND WCLUDED urrEK REFERANCE PAGE MIF7473 ray. 10101*015 BEFORE USE. Design, wAld for use only with Mliok® connoclors. 0* design Is Ixrsed only ulxxt rxlramolers shown, and Is for m indh4dwd btldh0 component. not a muss syslcrn. Beloto use. the lxld g <bri gner must vcvlfy Iflo al)Mcbllly of design paanotors and property Wotporate thts design Into she overall building design. 18aclflg VyWcated h to rxevenf buckling of Ir dK4dtxl truss web and/or chord members only. Addllorlul lernpotay cnd permawnl txactrte M iTek' is olways tequtred lot sk Unity and to Ixovenl collapse with Ixxss9Jlo personal frVtay and property da ncigo. For (general gt40alce regadrl0 fM kllxlcollm slor000, delNory, erection and trocin g of inases and tnrA systorns. sooANSI/TPI I Quatlly Criteria, OSS-69 and SCSI Building Component 6904 Parka East Blvd. Safety Information avc&"e from trim Plate institute. 218 N. Leo Streol. Salle 312. Aloxancirks. VA 22314. Tampa. FL 33610 Job fUIts fUas ype ty Ply T9093758 64.69 1:23 Floor 2 1 Job Reference (optional) Buidam FastSourca, Tarrps. Plant City. Florida 33566 7.640 a Apr 19 2016 Milak Industries. InC. wait Jul 20 14 43 53 2016 Page 1 ID:lEueaKU2YSRgi48ZZIl YSCzE1xD-sdXHYrHT6Fi3RyNmKz18Vs6g19aMU_pa 1 kHNI 1 yw91K 0.1•e H 1-4-0 1-7.12 Scale . 1:1 s.e 12 1 Sx3 II 3x4 = 1.Sx3 11 3x41 = 1.5163 11 1 2 3 4 3x4 — 5 I 6 3x8 = _ -- I 3x4 = Plate Offsets ()t%Y)-- 4:0.1-8.Edge), (10:0-1-8,Edge1 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Ven(LL) 0.06 8.9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Ven(rL) 0.08 8.9 999 240 BCLL 0.0 Rep Stress Incr YES W B 0.23 Horz(TL)' 0.01 7 We We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 47lb FT = 201SF, 11%E LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/SIZe) 11 =475/0-7-4. 7=48 1 /Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-84210. 3.4=-842/0. 4-5=-713/0 BOT CHORD 10.11=0/498, 9.10=0/842, 8-9=0/842, 7.8=0/516 WEBS 5-7=-682/0, 5-8=0/266, 2-11=-642/0, 2.10=0/478 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10'. 0 oc bracing. NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 s(rongbacks, on edge, spaced at 10-0-0 oc and lastened to each truss with 3-1Od (0.131- X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily dssfyn paramators and READ NOTES ON THIS AND WCLUDEO M/TEK REFERANCE PAGE A18.7472 rev. INO, Mf S BEFORE USE. Design valkl fix use only vAm Mllek®corvloctors. Ihls desIM Is 1.ldsod only, upon paadnefers trtow n. osld b lot an Irlulvldxll buldUp cornponenl, not a liras systorn. Beloto tao, the ixi Cft designer must verity the appilcablity, of design Ixrunetets and ptopeny, Incorl"ale nth design Into the overall btfidN design. rioting indicated Is to buciding of lrxllvklual truss wet> and/or chord nnembers only. Addlional leinpoutry and panmurtent txachng M iTek' Ixovent Is always iogtdred lot statAlly and to prevent collcpse with I)osd)lo personal "and Ixoperty, damage. For general guidance tegardIng tho IatxIcatbn. storage. dolIvoty. cfectIo n and Lxachng of tames and trim sysloms, sooANSI/FPI I Quality Criteria. OS1l•89 and SCSI Sullding Component 6904 Parke East Blvd. Safety Inlonmarion avaSNtlo Rain trim Plate huttktle. 218 N. too Street, Stile 312. Alexondrla. VA 22314. Tampa. i. 33610 Job Truss russ ype T9093759 64.69 F24 Floor 1 1 Job Reference Lionel Builden FirstSource. Tampa, Plant Coy, Florida 33566 0.1-8 H 100-" 1-4-0 1.Sx3 = 1.Sx3 = 1.SX3 II 30 = 1 30 — 2 3 1.Sx3 II 1.10-0 7.6406 API IV 2015 MI I ek Industries. Inc. W ea Jul zu 14 43 53 206 rage 1 I D:fEueaKU2YSR9i4BZZIlYSCzElxD-sdXHYrHT6Fi3RyNmKzIBVs61M9X4Uzga 1 kHNI1 yw91K 5 3k4 Scale - 1.17 3 30 = 1.5x3 II 1 1 v9 11 11 10 9 a trd - r S11 11 3rd = 1 3x6 = 1 0 S 1 1 4 10-0-5 Lew 2 A.t I aka = Plate Offsets (X Y)-- 5:0.1.8.Edgel.(11:0.1.8,Edgel LOAOING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.71 Vert(LL) 0.08 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Ven(TL) 0.12 9-10 902 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 8 n/a Na BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 53111 FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD SOT CHORD 2x4 SP No.2(Ilat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/sfze) 12=977/0-8-0, 8=447/Mechanical Max Grav 12=977(LC 1), 8=477(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/301, 2.3=0/301, 3.4— 815/0, 4.5=-815/0, 5.6=-703/0 BOT CHORD 11.12=-126/414, 10.11=0/815, 9-10=0/el5, 8.9=0/513 WEBS 1.12=-498/0, 6-8=-679/0, 6.9=0/256, 3.12= 688/0, 3-1 l=0/630, 4.11=-281/0 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 6-0.0 oc bracing: 11.12. NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) -This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 8.13>10, 1-7= 100 Concentrated Loads (lb) Vert: 1=-347 Q WARNING - Verfry design paremeten and READ NOTES ON THIS AND INCLUDED N1TEK REFERANCE PAGE N/F7473 rev. 10030015 BEFORE USE. Ooflgrl valid lot use only with Mf lek® conndctom Rth design Is bawl only ut?on pwamoters shown. and Is for an Individual ". dhg component. not a ktm system. Boloru tso, Ito t"cling deslgnot must vority the dq)plk:alAilly of design lxxarnelets aril lxopolly Inearxxalo this doslgn Into llw ovotall design. lltacing Rd11caled 1s to buckling or Individual Russ web add/« chord members only. Additional lornpotary and pnnrdlrwnt tracing WOWbiddingrxevenl is always rogtdrod for stalxllry and to povent collapso vAlh posdAe persord>I Irlltry and Ixolx4fy damage. For general gtddalce regardklg me 6904 Parke East Blvd. Ialxk:aRom stotctgo. delivery, oroctkn aril Ixacing of trtmos arid puss SWIL111s. soeANSI/TPI l Quality Criteria, DSS-89 and SCSI Building Component Tonga, FL 33610SaretyInformationav<dlalro Rom Inns Halo Instilte. 216 N. Loa Shoet. Sidle 312. Alexandrla. VA 22314. Job ruse ruse ype oty ply Te063760 64.9 I,.2S Floor t t Job Reference(optional) tsudoers t-astsource. tartpa, runt tray, t-lonaa j:ssee 0.1.8 H 11 -4-0 0-9-4 i- S-4 4x6 = 1 2 3 30 = to to r.Wlu s Apt IV [u1e rwr etc tnouetnes. inc. wee jut zu 11:4:1:Yt ZV7a rage 1 I D: fEueaKU2YS Rgf4 BZ7jlYSCzElxD-LpSf 1815tZgw36yyuhFN23M41ZwFDL6kGOOxgT ywgU 1.10-0 4x6 = 7 3x4 = 30 = Scale. 1.21.8 3x6 = 4x6 = 30 = 3x4 = 3.11.4 4 -0 12.11-4 3.11.4 A 12 a-11.4 ' Plate Offsets (XY)-- 12:0-1-8.Edge,,13:0-1-8.Edael, f7:0-1-e.Ednel. 113:0.1.8.Edgel. f 17:Edoe.0.1.81 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.73 Vert(LL) -0.12 11-12 >883 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Ven(TL) -0.1811-12 >595 240 BOLL 0.0 Rep Stress Incr NO W B 0.61 Horz(rL) -0.01 10 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 68lb FT = 20%F, 1191,E LUMBER- BRACING - TOP CHORD 2x4 SP M 31(flat) TOP CHORD BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (Ib/slze) 14=1667/0.8-0, 10=197/Mechanical Max Uplift 10= 158(LC 3) Max Grav 14=1667(LC 1). 10=409(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 17.16= 630/0, 18.19=-630/0, 1.19=-630/0, 2.3=0/889, 3-4=0/2194, 4-5--0/2194, 5-6=-528/988, 6-7=-528/988, 7.8=-546/463 BOT CHORD 16.17=-889/0, 15-16=-889/0, 14-15=-889/0, 13.14_ 1668/0, 12-13_ 988/528, 11.12= 988/528, 10-11=-155/445 WEBS 2.17=0/1154, 2.16=-437/0, 3-14=-1696/0, 3-15=0/525, 8-10=-588/205, 8-11=-415/137, 7-11=-31/696, 7-12= 387/0, 5-14=-1154/0, 5-13=0/1279, 6-13=-519/0 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 10. 5)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven: 10-17=-10, 1-9— 100 Concentrated Loads (lb) Vert:1=-468 Q WARNING - Verity design Panmetere and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE NO-7473 rev. 140MOIS BEFORE USE. Design valkl for use only with Mllekib connectors. Ihis design Is basotl only upon paamoles dawn. and is lot an Individual t-Adkng component, not a Ituss system. Before trso. the txAdlrvj designer must vorily the applicability of design fxxnnofois and property Ineotporato this design Info the ovotali IxldnU design. eaci ng IncOcated is to prevent lxeck%V of IrKfWtxd truss web and/or chord rnornbers only. Additional temporary and parrnanent waci ng MOW Is always togt6od (a stab0lty and to prevent collapse with poss0xe persona hpay and property damage. For general gtldance regarding the lalxicatbn, storage, dolNory, erection and lxaci ng of tames and tram systoins, soeANsl/fPl I Quallty Criteria, OSS-89 and SCSI Building Component 6904 Parke Eat Blvd. Safety Information ava lla ble from litm Hate Irnllkile. 218 N. too Street. Sure 3i2 Alexandria. VA 22314. Tampa. FL 33610 Job runs Truss lype ply T0093761 64.69 F26 Floor 5 1 Job Reference ironel ouuaen ruslaYtrn:e. I arrpa, rqm t.ay, rumors ii000 o•1-e H 0-tom°- I 11 1.Sx3 = 1.5x3 = 1.5x3 II 1 2 3 4 7 6 I O IPI - CV 10 —I-- IIgY{IrgS. I— nIYY — N 11:1i.Y1 CV . —9. I I D:fEueaKU2YSR9i48ZZIIYSCzElxD-Lp5fIB15tZgw36yyuhFN23tyEZtSDOCkGOOxgTywBIJ 2.00 Scale . 1:22.4 1.50 II 5 6 1.5x3 II Us = 1.5x3 II ! 0.11.4 1-Oro 49 0.11-4 0-0-12 Plate Offsets (KY)-- 11-I1.4 " 16:0-1-8,Edgel. (12:0-1-8,Edgel LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Ven(LL) -0.12 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber OOL 1.00 SC 0.82 VBn(TL) -0.15 12-13 >912 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Hor2(fL) 0.02 9 rVa We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 67 lb FT = 20%F, 1146E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD SOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 14=1263/0-8-0, 9=600/Mechanical Max Grav 14=1263(LC 1), 9=632(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=0/407, 2.3=0/407, 3.4_ 1000/26, 4.5=-1465/0, 6-6=-1465/0, 6.7=-1060/0 BOT CHORD 13-14=-188/590, 12-13=0/1367, 11.12=0/1465, 10-11=0/1465, 9-10=0/668 WEBS 1-14=-647/0, 7-9=-883/0, 7-10=0/529, 6-10=-551/0, 3-14=-959/0, 3.13=0/594, 4.13= 552/0, 4-12=-31/437 Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 6-0-0 oc bracing: 13-14. NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to glider(s) for truss to truss connections. 4) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss Backwards. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven: 9.15=-10, 1-8=-100 Concentrated Loads (lb) Veil: 1— 468 Q WARNING- VaAIy dedgn parameters and READ NOTES ON THIS AND WCLUOED MrrEx REFERANCE PAGE M*7473 rev. IO'M2*015 BEFORE USE. Deslrpl vdkJ lot use only YAM Mllok®conrwclors. R* dos11y1 Is lxaod only upon pars nolen Yxmn. cwKi Is lot an Indivldtxd Ixddtrlg component. not o lans sWlorn. Bolote tao. Ito "cling do*jnor roust wifify, Ito (W4ftarrAlty, of de*in rxtr(snolots and ptopotty, Incuq)otale this dosljn Into the ovorall rAAdkg dosl0n Racing Indleated Is to povent I=Ming of lrxllvklud truss web axl/ot chord members only. Addlionc7 lernpotwy and lxrrtlaxmt lxactrlg MiTek' Is always togtArod lot stablilty and to provetu colla rno with posstsle poisotxa kgray and poperty danogo. For genetal gtildalce regcmdhg the kttx1callon, storage. deftwxy. otoctlotl arxl btaclrg of tames <trxl liras systems. seoANSI/iPl1 Quality Cdterla, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovouciNe horn lass Plato Ins1IMo. 216 N. Lee Sheol, StAle 312, Alexandria. VA 22314. Tampa. FL 33610 o russ Truss Type 1T0093762 6449 F30 floor Girder 1 Job Reference (optional) 1e,11 ..,,r. 1.4-0 1—f 3106 11 6x12 MT20HS = 4x6 11 4x6 II 1 13 2 14 3 4 ID:fEueaKU2YSR9i4BZZilYSCzElxD-p?f lzXlietynhFXSROmcaHC4PzEDyIRIV2mUMwyw911 Scale. 1:16.8 6x12 MT20HS = 3x6 11 15 5 6 11 AM w wM II%I EWE ID 012 = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.80 BC 0.77 WB 0.92 Matrix) DEFL. In Ven(LL) -0.10 Ven(TL) -0.15 Horz(TL) 0.05 loc) Well Ud 10 >999 360 10 >675 240 7 n/a We PLATES MT20 MT20HS Weight: 60lb GRIP 244/190 187/143 ' FT = 2045F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No. 1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 20 SP M 31(flat) end ventcals. WEBS 2x4 SP No.3(ffaf) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 12=2488/0.3.8, 7=1856/0.3.8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=418/0, 2-14=-4545/0, 3.14=-4545/0, 3-4_ 5747/0, 4-15=-4423/0, 5.15=-4423/0 BOT CHORD 11.12=0/3345, 10.11=0/5747, 9.10=0/5747, 8-9=0/5747, 7.8=0/3099 WEBS 2.12=-3926/0, 2.l l=0/1446, 3-11=-1428/0, 5.7=-3637/0, 5.8=0/1621, 4-8=-1608/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131' X X) nails. Strongbacks to be attached to walls at (heir outer ends or restrained by other means. 5) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7-12_ 10, 1-6= 100 Concentrated Loads (Ib) Vert: 4=-84813=-84814=-84815 848 Q WARNING- Verity dedpn perameten and READ NOTES ON THIS AND INCLUDED MrrEX REFERANCE PAGE MLL7473 rev. 1402MIS BEFORE USE. Doslfln valkl lot tae only wilh Mllalr®eoaxrclom Itgs design Is Mised only upOn paanolers sf W Wn, and IS lot an kXAWKKA btAdN component not a truss systom. Botoro uso. Ito: IxAklrtg doslgrwr must voAty Ihu ofXAlccA*4lfy of dosign pcxcxnetors aril Ixopetly Incorporate mb closlpn Into Ina overall txAdng design. Hachg IrWlcoted Is to txr MV of Indiviclual truss web uric]/a chord tnembors orgy. /kk llowA tempotctry, and p effnafent Macing MiTek* rxovont b always recµllod tot stability ax1 to pxoveni collgne Win possible petsaxl Ir*ny and pxopury danclge. Fa 0onetal gtldalce togad1rlg the tcdxlcalbn stotopo. dollvoty. etoctlon atrial txochg of Maws cxxl truss systems seeANSI/TPI I Quality Criteria, DS6.69 and SCSI Building Component 6904 Parka East Blvd. Satiety information avallalAo born truss Rote frulltute. 218 N. Leo Streol. Sullo 312. Alexaxhlm VA 22314. Tarrrpa. FL 33610 Job se Truss Type ty Ply T9093763 64.69 1:3: Floor S t Job Reference Lionel oueam rec aau,ce, ryu, rwm -y, r,w,uu awoo 0.1.8 H 1-0 I.Sbr3 II 1.Sx3 = 3x6 = 30 = I.Sx3 II 30 = 1 2 3 4 S 1R e ryn , reye 10:IEueaKU2YSR9i4BZZdYSCzEIxO p?ItzXljetynhFXBROmcaHClhzCKyoutV2mUMwyw911 3x4 = 3x4 = 6 7 41 1-3-0 Scale a 1:31.4 3x4 = US II Sx6 II a a 10 11 3x6 = 3x6 = 3x6 = 3x8 MT20HS FP = 1.5x3 II l.Sx3 11 3x4 = US = 1.5x3 II 30 = LOADING (pst) SPACING- 2-0-0 CSI. OEFL. In loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.31 16-17 >661 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(rL) -0.48 16-17 >428 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.03 11 rVa rlla BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 94lb FT=20%F.II%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12.18: 2x4 SP M 31(flat) WEBS 20 SP No.3(flat) REACTIONS. (Ib/size) 21=941/0-3-0, 11=948/0-3-8 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1803/0, 3-4=-2924/0, 4-5=-2924/0, 5.6=-3328/0, 6.7=-3165/0, 7.8_ 2408/0, 8-9=-1028/0, 9.10=-101310, 10-11=-1028/0 BOT CHORD 20-21 =0/1 079, 19-20=0/2490, 18-19=0/3306, 17-18=0/3306, 16-17=W3165, 15-16=0/3165, 14-15=0/3165, 13-14=0/1822 WEBS 11.13--0/1338, 2.21— 1399/0, 2.20=0/977, 3-20= 927/0, 3-19=0/574, 5-19=-505/0, 6-17=-220/418, 6-16— 371/24, 8-13=-1050/0, 8-14=0/791, 7-14=-1051/0, 7-15-0/405 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. 7)'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily desIgn paramWNS end READ NOTES ON 7NI5 ANO INCLUOEO MlrEK REFERANCE PAGE M17-7473 rev. IaN MIS BEFORE USE Design wild lot use arty wllh MIlek® cannoctors, f111s cWM isbasedorgy u{»n Iwramolors shown. and Is tor an hdh4 Alot txdcgW Component not MRatamsystem, Salem use, the btdclrg daalgn et rntal verity the agbpllccRdlly oI design patarnetes and property hcogioralo Ihb design Into the ovotcnl txdchg design Bracing Inc9Caled is to prevent tn/cldhg of Irdllvklual truss web aril/or chard members orly. Additional temporary and paanalenl bracing MOW Is always togrlted kx stability and to prevent collapse wltn possible personal etA+y and property, damage. For genetdl gr/cknce tegarclrlg the fabricatkuL storage, delivery, erection and btaclno of tarssas and tam systems, soeANSI/tPI I Quality Criteria, OSS-69 and SCSI Building Component 904 Parke East Blvd. Safety Information available from fnm Rate Institute, 218 N. lee Street- Suite 312 Alexandria. VA 22314. Tompa. FL 33610 Job ns ruse ype T9003764 64.69 1:3-2 floc t t Job Reference (optional) waroars"atzmace. ramps, rramtmy,ranaaWOOD 0-I-8 H 1F -4-0 i I.Sx3 II 1.Sx3 = 30 = t 2 r.pru a / pr raga 1 ID:fEueaKU2YSR9i48ZZilYSCzElxD-HCCPAsJLPA4dlP6L?6Hr7UkE#AW Zhil0laV2vMyw91H 1-5-0 1-2-8 1 9 1:24.9 1 SX3 II 30 = 1.5x3 II 30 = 1.54 II 3x4 II 3x6 = 1.5x3 = 3 4 5 6 730 = a 20 9 10 rt w w rt w srlrnrtnnwar w w i I kit II / t tttii •• e- 3x6 = 3x4 = 3x6 = 30 = 1.5x3 II 3x8 = LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Ven(LL) -0.18 14-15 >753 360 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Ven(TL) -0.29 14-15 >478 240 BCLL 0.0 Rep Stress Incr NO I WB 0.44 1 Horz(rL) 0.02 12 n/a We BCDL 5.0 Code FBC2014/fP12007 (Matrix) LUMBER- BRACING - TOP CHORD 20 SP M 31(flat) TOP CHORD BOT CHORD 20 SP No. I(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (Ib/size) 17=459/0-3-0, 12=160510-8-0 Max Grav 1 7=574(LC 3), 12=1605(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11. 19=-569/0, 10-19=-569/0, 2-3=-949/74, 3.4=-1283/311, 4.5=-1283/311, 5-6=803/ 933, 6.7=•603/933, 7.8=0/1565, 8.20=0/1566, 9.20=0/1566 BOT CHORD 16. 17=-12/633, 15.16= 159/1250, 14-15=-523/1157, 13-14=-933/603, 12-13=-933/603, 11.12=-674/ 0 WEBS 2-17— 820/16, 2-16= 84/426, 3-16=-406/115, 5-15--0/358, 5-14=-1028/0, 6.14=0/411, 7-12=-1655/ 0, 7-13=0/366, 9-11=0/914, 9.12=-1205/0 3x6 = PLATES GRIP MT20 244/190 19 9 Weight: 79lb FT = 20%F, 11?oE Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0.0 oc bracing. NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) 'Semi•rlgld pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 11.17=- 10, 1.10=-100 Concentrated Loads (lb) Van: 10= 518 Q WARNING- Verify design parametem and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE MD74?3 rev. r&WMIS BEFORE USE Do*jn valkl for Use Orty with Mllek®conrwckxs. This design Is based only upon txramoters sheen cnd h for an Individual bolding component, not a truss systern. Before use. the txdUrvj designer rnusl verity the apttlicabllry of ckrAM pxrarnotots and proporiy Incotrmalo this design Into the overall IxAding doslgn. &ackV In dicatod Is to prevent txtcktng of kxlNkhxd truss web and/or chord members only. Additional lomlotary, and permanent txacing Welk' Is always re% dred tot stability and to Ixovent collogme vAlh posdAe potsonal it" and Ixoporly damage. ra general ouldanco togaiding Me falxkallon, storoge. delivery, atecilon and txacktg of trusses and truss systems, SWANSI/Mi I Guallry Critedo. DS8.89 and BCSI Building Component 6904 Paris East 81Vd Safety Information avallalxo from totss Plato tnstinao. 218 N. Leo Skool, suite 312. Alexandria. VA 72314. Tampa. fL 33610 oruss russ ype oty ply r 79093766 64-69 IF-4i Floor Goder 2 1 Job Reference(optional) numers rasiaource. Iarrpu, r,sm a,ny, rrw,w aaaeo 0.1-8 Hi 1 2 J 25J 4x6 = 2 I D:IEuaaKU2YSR9i4Bi21IYSCzEIxD•IOmnNCKzAUCUwZpXZpo4piH0gmrW 0iUkyLFbRoyw91G t—t 1 2-"—I 4x6 = 30 = 30 = 3x4 = 3 4 5 6 7 6 o H•aScale . 1:37.2 30 = 3x6 FP = 4x6 = 6x12 MT20HS = 9 10 11 12 13 271 a 36 = 4x6 = 3x12 MT20HS FP = 30 = 30 = 3x4 = 3x4 = 5x8 = 06 = 2x4 SP = 4x6 = I I." i_ _ 22-0.12 11.0-8 11.Od Plate 011sets (X Y -- 7:0.1.8.EdgeL 14:Ed a 0.1.8 (17:0.1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Ven(LL) 0.52 18 498 360 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(rL) 0.82 18 318 240 BCLL 0.0 Rep Stress Incr NO W B 0.61 Horz(FL) 0.14 14 Na n/a BCDL 5.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP M 31(flat) TOP CHORD BOT CHORD 20 SP M 31(flat) WEBS 2x4 SP No.2(flat) *Except' BOT CHORD 25.26,1-24,14-27,13.14,8-17,4-22,7.19,7.18: 2x4 SP No.3(flat) REACTIONS. (Ib/size) 14=1724/0-3-0.24=1321/0-8-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2609/0, 3.4_ 4600/0, 4-5=-4600/0, 5-6=-5854/0, 6.7_ 6474/0, 7.8=-6504/0, 8-9=-6504/0, 9.10=-5680/0, 10.11_ 5660/0, 11-12— 3608/0 BOT CHORD 23.24=0/1468, 22-23=0/3717, 21-22=0/5374, 20.21=0/5374, 19.20=0/6308, 18-19=0/6504, 17.18=0/6504, 16-17=0/6183, 15-16=0/5165, 14.15=0/2015 WEBS 12.14= 2615/0, 12-15=0/2149, 11-15=-2101/0, 11-16=0/694, 9.16=-679/0, 9-17— 185/652, 8.17=.282/11, 2-24=-1942/0, 2-23=0/1539, 3.23_ 1495/0, 3.22=0/1168, 5-22=-1024/0, 5.20=0/648, 6-20=-610/0, 6-19=0/603, 7.19=-684/231, 7.18— 275/330 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 113lb FT=20*SF, II%E Structural wood sheathing directly applied or 5.9.9 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 1.5x3 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 21 = I I% 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.1Od (0.131- X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 739 lb down at 18.1.0 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 14.24_ 10, 1-13=-100 Concentrated Loads (lb) Vert: 11=-659(B) 0 WARNING- frailty d"IlIn parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Ma-7473 rev. 1612212015 BEFORE USE. Destgn valid lof use only w11h Mllek®connecbrs. fta do*j n h Ixned orgy upon Ixvarnotets frnovim o W Is tot (in tblv/du l "ding component, not a tnas syslorn. Belao wo, IW txdkYng dadgnef livAl vo0fy ttw cplxlecl1111y of design Ixacxrtotefs and ptofxxly hcorpaaW this daslgn Into Itle ovofall tx•drvj dostgn. ffraehg IrxDeated Is to prevent txieaing of trtdlvkhrU truss web anrj/ot chord merntxxs only. Acknlloncl temporary and Ixarmaswnt txaeing M iTek' Is always requ6od for slalAly and to prevent collapse YAM possmle petsond Initay a d properly, damage. For general guidance regatding Iho labrlCatlon. slomoo. (MtveM ereCtian and txaCi ng of tnrssas and buss systems, sooANSI/TPI I Quality CAtedo, DS11-69 and SCSI Building Component 6904 Parke East Blvd. Safety information a vallable from fluss Rate bullnde. 218 N. Leo Street. $rdlo 312. Aloxandrla. VA22314. Tampa, FL 33610 Job fuss truss type Uty Fly' T9093766 6449 HR01 Diagonal Hp Girder 2 1 Job Reference(optional) Builders FlfpSource. Tampa. Plant City. Florida 33566 7.640 a Apt 19 2015 W lak InauSiMe. MC. Wee Jul 20 14:43:57 2eI6 rape 1 10:fEueaKU2YSR9i4BZZIlYSCzElxO-10mnNCKzAUCUwZgXZpo4giHW ImuGOoZAyLFbRoyw91G 14-0 1.6.10 3.1.13 63-10 16-0 1.6-10 1-5.2 3.1.14 3-5$ Scale: 1/2*-1' y I 0 N ll 9 Ch 99 3x6 II 2x4 II 3.1.13 6-3•10 9.9-0 1.t.tA 11.1d 3.5$ Plate Offsets (X.Y)-- 12:0-2-8.0.2.21, f 10:0.3-0.0-G-81 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.14 9-10 827 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Ven(rL) 0.20 9-10 588 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0.08 7 We We BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 45 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.2 'Except' 10-11: 20 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.2 1.6-11 REACTIONS. (lb/size) 6=7 1 /Mechanical, 2=402/0-3-8, 7=362/Mechanical Max Horz2=177(LC 22) Max Uplift6=-56(LC 4), 2=-171(LC 4), 7_ 181(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 5.11-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 8.3-15 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-416/157. 3-4=-329/129, 4-12=-791/380, 5.12=-777/380 BOT CHORD 4-10= 294/499, 10.15=-4391739, 9.15=-439l739, 9-16_ 4391739, 8-16= 439/739 WEBS 5-9=-149/345, 5.8=-831/494 NOTES- (9) 1) Wind: ASCE 7.10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf-. BCDL=6.Opsf; h=25f1; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplilt at joint 6, 171 lb uplift at joint 2 and 181 lb uplift at joint 7. 6) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 87 lb up at 1-3-15, 68 lb down and 87 lb up at 1.3.15, 70 lb down and 33 lb up at 4-1-14, 70lb down and 33 Ib up at 4-1-14, and 89 lb down and 77 Ib up at 6-11.13, and 89 lb down and 77 lb up at 6-11-13 on top chord, and 39 lb up at 1.3.15, 39 lb up at 1.3-15, 24 lb down and 55 lb up at 4.1.14. 24 lb down and 55 lb up at 4-1-14, and 44 lb down and 45 lb up at 6.11-13, and 44 lb down and 45 lb up at 6.1 1.13 on bottom chord. The design/selectlon of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.6=-54, 2-11=.20, 7.10=-20 Continued on Daae 2 Q WARNWO - Verify design Parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAOE ND7473 rev. IM212015 BEFORE USE Oeskpl vdkl for tine only Win MltoW connectors, tits cJeslgn Is lxwd only upon rxaomoters shown. and Is lot an hclMdtlry "cthg eomporwnt, not a fruss syslom. Before uso. the IxBcOV deslgrwt nunl verify lho atKjllecllllty of doslgn Ixxctsnolors aril Ixorxnly heorlxxoto chit doslgn Into tho ovofcll txAcJng closlgn. Broctlg ImIcatod Is to lxavenl tAicidIrlg of IrKlIM rcl tans web cmd/ot chorcl rnornbois only. AdclIlloniA temporary and portnanenl txacuv M iTe k' is always toctrltod tot stclb9lly and to Ixevenl collapse with loss911e porsorlal Miry and Ixopx rly dainago. For general gtkkince togarding the lctxlCatbn, storage. delivery, etacllon caxl Ixaci lg of trusses and tans systoms, sooANSIRPI I Quality Criteria. DS8.69 and SCSI Building Component 6904 Parke East Blvd. Safety Information cWtIlablo from Was Plato trlstlkrie. 216 N. Leo Street. Suite 312. Alexandria. VA 22314. Taupe. FL 33610 Job russ fuss typety Ply T9093766 U-69 ROtI,- Oragonal Hp Grader 2 t Job Reference Lionel tsudoers F9615ource. Iaripa, From Lorry, 1-I0000 33566 1.640 6 Apr le 2016 Mi I at Inaustrles. Inc. W*a JUI 2U 14:43W 2015 roge 2 ID:fEueaKU2YSR9i48ZZilYSCzElxD-IOmnNCKzAUCUwZgXZpo4gIHW ImuGOoZAyLFbRoywglG LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=45(F=23, B=23) 12=65(F=33, B=33) 13— 50(F= 25, B— 25) 14=39(F=19, B=19) 15— 48(F-24, B=-24) 16— 89(F=-44, B— 44) 0 WARN/NO • Verify deslgn penmelen end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PACE MIF7473 rev. 140MIS BEFORE USE. Design vcakl lot ttso only vAth Mlfet* connectors. Ms design Is rased only upon parameters shown. anal Is for an hdh4clual trddfrg component, not a trtas syslorn. 9oloto use. the mildho deslgnet must verity the applkW>tlly of design pcxarnotors cuvJ properly tncogtorulo this cleslgn Into the overati txldrg design. Bracing Indicated Is to prevent bueldhg of kK#vkkrnl Inta wets and/a chord members only. AdUlional temporary and permanent bract g M iTek' Is always recithed lot stalllly and to prevent cdkine vAlh pea/lo personal INI>N and property damage. For general gUdcnce regarding the fabticatlon . storage. delivery. erection and txctCing of trussas and Inds systems, seeANSI/TPI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Pork* East Blvd Safety Information avoilc le from Imas Plato IrlstlMe, 216 N. boo Smoot, Stlto 312. Alexandria, VA 22314 Torrpa, FL 33610 Job Truss TrUSS Type oty ply T9093767 64.69 HA02 Diagonal Hp Grrdar 2 1 Job Reference(optional) tsudoem raarsaurce. r arrpa, ram s.ay, rronan aaaoo w •• 1 - 4. a _-. . W. ID:f EueaKU2YSR9t4BZZilYSCzElxD-DaKAbYLexoKLYlFi7XJJCvgfyAJz9FdJB7_BzEyw91F 4.9.1 9-6.2 4.9.1 4-9-1 3x8 If 3x4 = opmCh Scale . 1:25.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.05 5-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(rL) 0.14 5-6 816 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 HOrz(TL) 0.04 3 n/a rVa BCDL 10.0 Code FBC2014frPI2007 Matrix) Weight: 40lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 7=261/0-3-2, 3=144/Mechanical, 4=275/Mechanical Max Horz 7=145(LC 22) Max Uplift]— 130(LC 13), 3=-117(LC 4), 4=-103(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.8=-505/219, 8-9= 516/217, 2-9=-465/182 BOT CHORD 7-11= 282/457, 11-12=-282/457, 6-12=-282/457, 6.13=-282/457, 5.13=-282/457 WEBS 2-5=-508/313 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Wind- ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This miss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 7, 117 lb uplift at joint 3 and 103 lb uplift at joint 4. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 60 lb up at 1-1.1. 681b down and 871b up at 1-1-1, 71 lb down and 61 Ib up at 3-11.0, 72 Ib down and 73 Ib up at 3-11.0, and 871b down and 100 Ib up at 6-8-15, and 88 lb down and 1221b up at 6.8.15 on top chord, and 45 lb up at 1-1-1, 391b up at 1.1-1, 91b down and 13 lb up at 3-11-0. 12 lb down and 11 lb up at 3-11.0. and 29 lb down and 2 lb up at 6-8-15. and 41 lb down at 6-8-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (pit) Vert: 1-3=-54, 4-7= 20 Concentrated Loads (lb) Vert: 8=83(F=23, 8=60) 9=21(F=9, B=12) 10=-87(F= 49, B=-38) 11=41(F=19, 8=22) 12=-2(F=-0, B=-2) 13=-47(F=-20, B=-27) 0 WARNING - Verily design panrmeton and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE MIF7473 rev. 140VA16 BEFORE USE. Desldn wild lot use only Win 14fek® conneclors, this cleslen 6 boxicl only upon paameters snowrl. and Is lot an Individual Wldir g component. not a Utas systom. Before use. the txdlclrlg closklrvir must verity Ina cy)dk;ablilly of design Ixsranolem aril prorwdy trlcorporalo this deskjn Into the overall txAdtrrg mocing Indicalod Is 10 Ixtckftrlg of IrxJWwA buss web aril/ot chord rnembets only. Addllional tornporary arxJ perrnalent txoctW MiTek' closlgn. prevenl is always regrlted for sloblllty, and 10 provenl collapse vAlh Irns&llo porsonal rytay and poporty damage. For genotal gUdalce rogardng the 6904 Parka East Blvdklxk:allm slortrgo. clellvety. eroction crxl Lxming of Irtrssos anti lrttss systems sueANSUTPI I Quality Crllerla, OS&-89 and &CSI Building component Tanga. FL 33610SafelyInformationovc/lable from truss Rote Irulllute. 218 N. Loe Streel, Stllo 312. AJexoricift VA 22314. Job TfuSS Truss Typeuty ply reoe376e 64.69 HR03 Diagonal Hip Girder 2 1 Job Reference (optional) Butldam 1-astbource. lanpa, NIOm Gay. monoa:e:7000 7.6-w. rw. iwaveo m.^ 1-u.i.m.. 1' ••-v"'4 '- . W. I D:fEueaKU2YSR9t4BZZilYSCzElxD-hnuYouLEi5SCAtgwgEgYl7MoYagUukrTOfkiVhyw91E 1 6 0 3.5-14 6.11.12 1 6 0 3.5.14 3-6-14 Scale. 1:18.7 3x6 11 6-11.12 6.11.12 Plate offsets (XY)-- 12:0.2-8 0.2.21 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.07 2.5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Ven(fL) -0.17 2.5 >482 180 8CLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 4 rVa rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. SLIDER Left 2x4 SP No.3 3.8-13 REACTIONS. (lb/size) 4=155/Mechanical, 2=271/0.3.8, 5=65/Mechanical Max Horz2=133(LC 4) Max Uplilt4 136(LC 8), 2=-112(LC 4) Max Grav 4= 1 55(LC 1).2=271(LC 1). 5= 1 09(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t: Cat. II; Exp 8; Encl.. GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 4 and 112 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 68 lb down and 87 lb up at 1.3-15, 681b down and 87 Ib up at 1.3.15, and 721b down and 73 Ib up at 4-1-14, and 721b down and 73 Ib up at 4-1-14 on top chord, and 39 lb up at 1-3-15, 39 lb up at 1-3-15, and 12 lb down and 11 lb up at 4-1.14, and 12 lb down and 11 lb up at 4-1-14 on bottom chord. The deslgn/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=45(F=23, 8=23) 7=19(F=9, 8=9) 8=39(F=19, 8=19) 9=-l(F=-0, B=-0) Q WARNING • Verity dodyn parametwo and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIFTQJ rev. 1"1.2015 BEFORE USE. Design wAkl la tno only bAth fAick 9 connaetots. Ms desl(g1 tt Ixaoa only ur3onl Ixtramolers Shown. anti Is for on lrx9WkxA bu kNlg component. not a trim syslorn. Setolo uso. Ilw lxlkAng closigrlet mast verity BKt cgilAlcctbIlly of elteslgn Ixtranoters atKl rxopelly Incorporate this closlon Into the overall Bracing InUk;ated Is to bucld RKIMdua truss cRKI/a chord members only. Adcllflonal temporary csxl permanent txacuv M iTek' bullclkV aestgn. txovonl rig of web Is always regaled lot stability aid to lxevonl cdlgx a with possible personal YWay and IxoperIV danago. For general guldonce tegacling Mo ralxbalkxl, slot000. clolivoty. oroclton a1U Ixoclrlg of trusos cw1d trim systems S00ANSUTPl I Quality Criteria. OSB-39 and SCSI Building Component 6904 Parke East Blvd. Safety Information awiSablo from trim Rate Institute. 218 N. too Street. Salto 312. Aloxo KkkL VA 22314. Torrpa. FL 33610 o russ runs ype oty ply T9093769 64-69 JOt Monapttch Supponed Gable 4 1 Job Reference (optional) aua0e0 HMMOUfaa, t empo. rfanl Gay, mono J:fOaa r.o.v a hFr .r zvw xu i es mvumms. ,nc. ..ev w, av ,.:tea a. cv w vye , 1 D:fEueaKU2YSRgi4BZZil YSCzElxD-hnuYouLEiSSCAtgwgEgY17My2amcukrTOf kiVhyw91E 1 0 12 1.11.4 1.O 11.11.4 3x6 II 30 , 20 II Scale . 1:11.4 Plate Otlsets (xY)-- 2:0-3-150-0-111 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.06 Ven(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7. 0 Lumber DOL 1.25 BC 0.03 Ven(TL) -0.00 1 n/r 90 BCLL 0. 0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a rVa BCDL 10. 0 Code FBC2014lrP12007 Matrix) Weight: 12 Ile FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD SLIDER Left 20 SP No.3 1.6.12 REACTIONS. (lb/ size) 5=49/1-11-4, 2=141/1-11-a Max Horz2= 62(LC 12) Max Uplllt5=-32( LC 12), 2=-42(LC 12) FORCES. (Ib) - Max. Comp/Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1.11-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B: Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at Joint 5 and 42 lb uplift at Joint 2. 8) 'Semi- ngid pl(chbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily dealyn pamneten and READ NorE8 ON THIS AND INCLUDED MrrEK REFERANCE PAGE MQ7473 rev. I&D"016 BEFORE USE DesW vdkf rot wo only wlm tAllek® connectim IWS Uoallyl Is txned only urnn peramoton sf Wwn. oncl Is for cn InctlNdual txdalV component. nor a Inm systom. Wrote too. the txddfg doslUnet must vodty the aWicabllty or design rxranotots curd ptopedy I corporuto this daulgn Into the ovordl building dosrgn. Brocirlg IMlicalod 1s to txtckllrlg of Inrllvkrfttl truss web and/oi chofd mornbets only. Addllorxl toinrxxcry ax1 permanent btaclrsg MiTe k' prevent Is alwaystogtaod for slab lty and to rxevont cdlcrAo vAth possftAe petsotsal ir*sy and Ixoperty dlamage. Fof genewl guicl nee reodrding me klxlcallon stofoUo. clWlvery. election and Ixacktg of tnrssosand lnrss systems swANSI/TPII Qualify Cdtedo, OSS-69 and SCSI Wilding Component 6904 Parka East Blvd. Safety Infoemallon avddatxo Rom Inter Rate kullkrle, 218 N. toe Slieet. Suite 312. Alexadda. VA 22314. Tanya. FL 33610 Job ruse TrUSS Type Qty Ply T9093770 64-69 J02 Manopach a 1 Job Reference(optionatif Wd"te "albautce, I *irpe. Pram t,ay, t-tattaa JJ0ab 1-"-514r-401 WYIeRIWYfiflei.- Yap JYIN +.++:VV CV 10 y0, ID:fEueaKU2YSR9i4SZZlYSCzEIxD•9zSw0EMsTPa3n1P6EyLnHKv7n__6gdB5ceJTF27yw91D 10 12 1-11.4 01.12 1.11.4 3x6 II 2x4 11 1•tt•a 1.11-4 Scale . 1:11.4 Plate Offsets (XY)-- 2:0.3-15,0-0.11) LOADING (psi) SPACING- 2-0-0 CSI. OEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(fl-) -0.00 2.5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(fL) 0.00 n/a rUa BCOL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No-2 WEBS 2x4 SP No-3 BOT CHORD SLIDER Left 2x4 SP N0.3 1.6.12 REACTIONS. (IWsize) 5=49/Mechanical, 2=141/0-7.4 Max Horz 2=62(LC 12) Max Uptif15=-32(LC 12), 2=-42(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-11-4 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0ps1; h=251t; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 5 and 42 lb uplift at Joint 2. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD74" rev. 10014015 BEFORE USE. Design vdkl ter use only Win Mllok®connectots. Msdeslgn Is Ixaod only upon "arnefers shown. and Is let an lndt*KO rAddi ng compo neni, not a teas systrxn. Below taa. the IA&cgrnd doslgnot mull vorify the aplAlea1:01ry of ckdgn lyramotors and lxopetly heaporate this doslgn Into the ovorall txgding design. Btaci ng Indlealod Is to buckling of IndNkluril Inns web and/ot chord members only. Ackfilloncl lern"ary arxt potrlxxwnt Uacing MiTek' provent Is always recµlred tot stability and to Ixevent col"ne wllh possble lx rso nil Iryuy and lxoperly datnago. For genelal gtldcnco tegardlng the latxk:atlon. stotage. dellvety, erection and Ixcrctng of trusses and Inns systornS, seoANSI/TPI I Guatily Criteria. DSb-69 and SCSI building Component 6904 Pork* East Blvd. Tampa, 1. 33610SalaryInlamationavallalblehomIrussPlateInstitute. 218 N. Leo Streat, Stlto 312. Alexandria. VA 22314. Job ruse Truss Type T909377t 64.69 J03 Jack -Closed 2 t Job Reference(optional) Builders FestSoutce. Tonpa, Piero Coy. Flondo 33566 7.640 a Apr 19 2016 KTek Industries, Inc Wed Jul 20 14 44 00 2016 Page 1 I0:IEusaKU2YSR9l4BZZdYSCzElxD-9zSw0EMsTPa3n1P6EyLnHKv6P__6TdB5ceJTF27ywglD 1-0.12 2.11-4 1-0-12 2.11.4 3x6 II 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix-M) DEFL. In (toc) Well Ud PLATES GRIP Ven(LL) -0.00 5-10 >999 240 MT20 244/190 Ven(TL) -0.00 5-10 >999 180 Horz(TL) 0.00 2 We rVa LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 BOT CHORD SLIDER Left 2x4 SP No.3 1-6-10 REACTIONS. (Ib/size) 5=72/Mechanical, 2=192/0.7.4 Max Horz2=82(LC 12) MaxUpli1t5=-47(LC 12).2=-51(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Seals. 1:14.0 Weight: 16 lb FT = 20% Structural wood sheathing directly applied or 2-11-4 oc purifns, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsi: h=25ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exterlor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 47 lb uplift at joint 5 and 51 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Vert/y design parameter and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PACE 16,111-7473 rev. Idol"MIS BEFORE USE. Deslgrn valkT nor use ordy vAth MIek®conneclots. Ihts deslgn Is Iced orgy upon parcrmelen shown. a nd Is for an IndIAdral bL4dkV component. not a truss syslem. Wrote use. the 1xBdttg deslDnw m usl vodfy IW aWicabllly or dasign peranutets and Ixopudy I ncorpotote this daggn Into the overall tAA,Jrty design. ®acing trx8caled is to bucldtng of Indlvktt¢l truss web and/or chord rnembets only. Additional lempacay, and peumaanenl tracing MiTek' rxuvenl Is otwalys tec"red tar stability and to lxevanl cotigxto wllh possible lxatsoral henry and Ixoperty damage. For general guidance tegadng Ina 1cA3fcallat slorago. delivery, election and txac4lg of trusses and truss syslemA SWANSI/TPI I Quality Criteria. DS8.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information atva l atxe earn Inns Rate Institute. 218 N. Loa Street. Stlte 312. Alexandria. VA 22314. Tampa. FL 33610 cuss fuss ype le T9093772jJob64-69 J04 Monopach 1 Job Reference(optionall Isuaaete I-xstsoutce. 1 ampa. Plant sty, Fldrrda 33565 7.640 a Apt 19 2016 MTek Industries. Inc. Wed Jul 20 14.44 00 2016 Page 1 ID:fEueaKU2YSR9t4BZZilYSCzE1xD•9zSwOEMsTPe3n t P6EyLnHKv6P_6W dBfceJTF27yw91 D t 0 12 2.9.12 2 t t 4OM2.9.12 t S 2x4 11 5 2x4 11 3x6 II 2.9.12 9.114.10 Scale - 1:14.0 Plate Offsets fX Y)-- 12:0-2-12.0.0-1if LOADING (psf) SPACING- 2.0.0 CST. DEFL. in loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 11 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(TL) 0.00 6-11 999 180 BCLL 0.0 ' Rep Sliess Incr YES WB 0.03 Horz(rL) 0.00 2 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP N0.3 1-6-10 REACTIONS. (lb/size) 2=189/0-7-4, 6=70/Mechanical Max Horz 2=84(LC 12) Max Uplitl2=-46(LC 12), 6=-56(LC 12) FORCES. (lb) . Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2.11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl; h=25ft; Cal. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed (of a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 2 and 56 lb uplift at joint 6. 6) 'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING • VeAry detign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE MO.7473 rev. 10,03,2015 BEFORE USE. Design valid lot use only with Mllekt9 cornnoclom this design Is based only upon rxzar nolefs shown, and is (of an Individual lxAding cornrxxlonL not a truss systorn. 9olofo uso. the building deslgnot fnust v(tlty Iho ar Alcahllty of doslgn ifarnolots and Ixopatly lncogxxote this design Into tho ovetall lxIDang design. ®ocing Indlcatod Is to rrevonl hucldN of IndMcluU Intss web and/ot chotd tnetnbots only. Additional leml>wary and pxrrnanonl tracing M iTek' Is always tocp/red lot stability and to provenl colialm wllh I)ostble petsdnai hluy and property, damage. Fat genera glldrnce tegaiding the ktxbalkxn, slotage, doilmy. otoction and tracing o1 Misses and Inns systems. seeANSI/TPI I Quality CrOeAo. OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety tnformadon avallablo horn Truss Plato Bnsllhtlo, 218 N. too Strool. Sullo 312, Aloxa nd6a. VA 22314. Tampa. FL 33610 Job I russ runs ype uty Fly T9093773 64.69 Jos Corner Jack 10 1 Job Reference Lionel Builders FaslSource. Tarrpa. Plarn City. Florida 33566 7.640 s Apr 19 2016 mLek InOustnes, Inc. wee J0120 14:44:01 2016 rage 1 I D:fEueaKU2YSR9i4BZZ11 YSCzElx D-d901 DaNUEjiwPA_lof tOgYRHSNSXMeLmtzOpaZyw9IC 1-0.12 0.11.4 1 -0-12 0.11-4 3x4 = Scale - 1:8.8 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In (foe) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ven(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Ven(rL) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 3 n/a rUa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 6lb FT = 20%, LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. 011(size) 3=-I1/Mechanicaf, 2=127N-2-12, 4=9/Mechanical Max Horz 2=42(LC 12) Max Uplilt3=-11(LC 1), 2= a8(LC 12) Max Grav3=7(LC 8), 2=127(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsh h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exteffor(2) zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL_-1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3 and 48 lb uplift at joint 2. 7) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M&7473 rev. 16911015 BEFORE USE. DesIgn valW for use only wllh 00111" conreclors. 0Vs daWj n Is bo and only upon r"cimoten shown, and Is lot an NdlvkkKl Ixllding component. non a litas systomng t ru . Butotouse. rho lxAkNdoslgrrn Ist vodly lho appllcc bIlfy of cleskp rxa ttnolon untilrxopetly kicorporato this duslgn Into lho overall txBdltld ffractng frxticalod is to buckling of hdivkftxl IR=web and/of chord membots only. Acic Illoncl temporary and peimanont bracing M iTek' cWJgn. rxovontIsalways ( ex"od for slallllly arxf to plovent collatno vAlh lXm1ble lxxsonal tr>luy and lxMx4ly damage. for general gt9dance iegcsoft the 6004 Parke East Blvd. klxk:ollmsloraoe. dollvory, ofocllon and bracing of tnrssos and lntm systems. soeANSI/tPI I Quality Criteria. 018-e9 and SCSI 6utiding Component Temps. FL 33610 Safety IMamotlonavailablefromtrimPlatoInstitute. 218 N. boo Slroet. Stllo 312, AfoxaxMa VA 22314. russ Ifuss Type ,oty ply T9093774 64.69 J06 Corner Jack 6 1 Job Reference tional BUdd*0 FnalSource, lanpa, Ytent Gty, 1-Witia 33666 / b4U 1 Apr tY ZU16 MI Iex IrIGUlirlel, InC. Wee JUI ZU 14:41 U1 ZU16 1•89e 1 I D:fEUeaKU2YSR914 BZZII YSCzElxD-d901 DaN U EiiwPA_IofIOgYRGAN R7MeLmtzDpaZywgIC 1-0.12 2-11.4 1.0.12 2-11.4 Scale • 1:14.0 3x6 II 2.11.4 2.11.4 Plate onsets X.Y)_(2:0-3-0.0.0-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 2.5 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 14 lb FT = 26% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.11-4 oC pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. SLIDER Left 20 SP No.3 1-8-2 REACTIONS. (lb/size) 4=67/Mechanical, 2=174/0-2-12, 5=29/Mechanical Max Horz 2=86(LC 12) Max Upl1114=-71(LC 12), 2=-46(LC 12) Max Grav4=67(LC 1). 2=174(LC 1), 5=58(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst: h=25ft; Cal. II; Exp 8; Encl.. GCpi=0.18: MWFRS (envelope) gable end zone and C-C Exledor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at Joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 4 and 46 lb uplift at joint 2. 7)'Semi-rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNINO • varsity daden Pararnebrl and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE Ma-7472 rev. IM3,2016 BEFORE USE. Doslgn valkJ rot use orgy Win lvllfok® connoctas. Ms design Is trued orgy upon IxBanelets shown. and Is rot an Individual building component. Belowrotatrusssystem. Belouse. Iho txlklrlg designer mtal vodN the appOcabllN of design Ixeanetors and property kncapoiato this design Into tho overall loading design. Bracing Indicated Is to rxovent txrcldklg of In dioduai truss web and/ot chord members orgy. Atk91lon al temporary and Ixtrmarent tracing M iTek' Is always tegt/red for statxllfy and to prevent cdlopso wllh poss011e poisonall klpay and Ixopeny danago. for general guidance iWardng Ito lalxlcallonl, storage, dollvery, eioction and bracing of lnraus and tnra sysboms. soeANsyllsl I Quality Criteria, 0SB-69 and SCSI Building Component 6904 Pork* Ea11 Blvd Tampa, FL 33610 SasetyInformationrndOaUlofromftussPlatoInsilfrrio, 218 N. Leo Strout. Suite 312, Alexandfkr. VA 22314. Truss russ ype T9093775jJob60A?Corner Jack 2 1 Job Reference(optional) tsuacm Fasibourca. Iampa, rtarll Gay, mottaa JJbbb 1.94V a Apr IV Zulu W IsK Irausine., Inc. -W JVI" -.44 VZ ZV 19 ay. l 10:fEueaKU2YSR9t4BZ7j1YSCzE1xD•6MagRwO6?OgnIKZUMMOFNI Mznj055av6dyM60yw91B 14.12 4-11.4 1 -0.12 4.11.4 4-11.4 d.t t.d LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in TCLL 20.0 Plate Grip OOL 1.25 TC 0.46 Velt(LL) -0.03 TCDL 7.0 Lumber DOL 1.25 8C 0.29 Vert(TL) -0.08 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) -0.01 BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD SLIDER Left 2x4 SP No 3 2.9.9 REACTIONS. (Ib/size) 4=125/Mechanical, 2=244/0.2.12, 5=49/Mechanical Max Horz2=130(LC 12) Max Upllft4=•120(LC 12), 2=-57(LC 12) Max GraV4=125(LC 1), 2=244(LC 1), 5=98(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (1b) or less except when shown. Scale. 1:18.9 loc) Udefl L/d PLATES GRIP 2-5 >999 240 MT20 244/190 2-5 >691 180 4 We rlla Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 4.11.4 oc puffins. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psl: BCDL=6.Opsf: h=251t; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120lb uplift at joint 4 and 57 lb uplift at joint 2. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWG • Vedly design penunafere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma7479 rev. UMMIS BEFORE USE. Design valid for use only MAth 009fek9connoclors. Ills design Is based orgy upon IYJralrlelets stlowll. and Is lot an Individual txdc&* cotnponenl. rat a fruss syslorn. Bofoto too. Ifa Ixlking deslgrxx must vodty Iho oWicabllry, of ckrsign pa arnelots cmd popedy Incorpotafo Ihfs doslan Into the ovorall bt9d IrV design, fAcsclrV indicated Is to pevenl bxuckIN or Indlvkktal truss web anal/or chord 1 nombbers only. Ackllfkxlcl ternWcxy arld pamarxsnt txocInU M iTek' is always iegtlted lot slab011y arxf to prevent cdlatxo YAM possible polsonal Injury and Ixoporty, clama0o. for Genotal Gtldonce tegardlrlo the lalxication, slot000. ddlvory, election caxl lxacfrlO of fansosardl truss sysletns. seeANSI/TPII Ouallly Criteria, OSS-69 and SCSI Building component 6904 Parke East Blvd. Safely Information drvdlab4o from truss Plato Institute, 218 N. Lee Slroot. StAle 312, Alexdmdfrict, VA 22314. Tornpo, FL 33610 Job T fus Truss Typo ty Tb093776 64.69 M Jack -Open 6 1 Job Reference Uona Sudden FeatSouree. Tampa, Plana City. Fbndo 33566 r.o4u a Apr 1u 2016 MFi sx enauslnes. me. Wed am 20 1•-44 02 20 ro Papa , I D:fEueaKU2YSR9n4BZZilYSCzE1xD-6MagRwO670gn 1 KZUMMOFNI Ianhg55av6dyM60yw918 112 6.11.4 LI2 6-11-4 6-11.4 11-4 LOADING (psf) SPACING- 2.0.0 CSI. OEFL. In foc) Well Ud TCLL 20.0 Plate Grip OOL 1.25 TC 0.74 Ven(LL) 0.09 2-5 897 240 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Ven(TL) 0.22 2-5 376 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.03 4 rda n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 3-10.15 REACTIONS. (Ib/Size) 4=177/Mechanical, 2=316/0-2-12, 5=73/Mechanical Max Horz2=174(LC 12) Max Upllft4=-143(LC 12), 2=-68(LC 12) Max Grav4=177(LC 1), 2=316(LC 1). 5=117(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale: 1/2'-1' PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oC bracing. NOTES- (8) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. II; Exp B: Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) o1 truss to bearing plate at Joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 4 and 68lb uplift at joint 2. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8)'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING. Verify design psremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. I411020015 BEFORE USE. DesW valkl tot use only Win Mllok®connectots. Rls destgrl Is bused orgy upon rxaconelets shown, and Is lot an klcflvkktal LxAc6ng compxxwnf. not ksaInsystom. Befoeo uso. the txeCtfrlg doslgrwr must vodfy the appllcdbUty of dedip fxaamotors anti pxop city Incotpxxale this cknlgn Into lbw overall eraclng kxlicatod is to txn:amg of kt<llvkAKl frum web arw/or chord members only. Addliorxd lef rir"ary ani rwrmalent gracing M iTek' txlc/ny cosign rxovent E dwc" tegcdred for sto"lly and to pnovent edtglse Win {rnsilAe personal "" and poperty ckmoge. Foe genertl grldcnce mocarSng the 690s Parke East Blvd. IoUlcofon. slocago, delivery. orocdon cuxl twichlg of Miwos and tuna syslotns, sooANSI/IPI I Quality Criteria. OSB-69 and SCSI building Component Tampa. FL 33610 SafetyIrdormabonowilik >te eom Inna Plate lrlslikde, 218 N Lee Skeot. SrLo 312. AlexarlddcL VA 22314. Job T ruse Truss Type T9093777 64-69 J09 Corner Jack 4 1 Job Reference(optional) Builders FaslSource. Tampa. Plant City. Florida 33566 7.640 s Apr 19 2016 MTek Industries. Inc Wed Jul 20 14.44 03 2016 Page 1 1 D:1 EueaKU2 YSR9i4 BZ7jl YSCzEI xD-aY82eG Pkm KyseU8hv4v tivzXdnB6CgYg2LHiviSyw9l A 1-0.12 23.4 2.11.4 1412 23-4 Seale . 1:14.0 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 8C 0.12 Vert(TL) -0.00 15 >999 180 BCLL 0.0 ' Rep Stress Incr YES we 0.00 Horz(TL) 0.00 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.2.11 REACTIONS. (Ib/size) 5=44/Mechanical, 2=184/0.2.12, 6=60IMechanical Max Horz2=84(LC 12) Max Uplifts=-28(LC 12), 2=-42(LC 12). 6=-19(LC 12) Max Grav5=44(LC 1), 2=184(LC 1), 6=68(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=6.Opsf: h=25ft; Cat. II; Exp B; Encl., GCpi=0.18: MW FRS (envelope) gable end zone and C-C Exterlor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 5, 42 lb uplift at joint 2 and 19 lb uplift at joint 6. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of (his truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING- Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/0-7471 rev. 1001/1015 BEFORE USE. Design vclld too use orgy lvllh Mlfok®connoclors. Ms cfesldn is b asod orgy upon lxnametent Chown. anal Is lot an hdlAdual bandhg Componenl, nol a Inass syslam. 9oloro uso. 11tu IxBdhg cleslgnot must vodly the aprAlcalXlty of design pcaanotots and ptoreny Incorporate this closlgn Into the oveall txAdhg cioslgn. Brach( Incilcotod Is to bxrekWV of Individual muss web ancf/or chord members only. AUc1liorKl ternlxxary, cod peirnanonl txachg M iTe k' pxevenl Is always togWod lot sWbBlly otKf to pxevertt cdtgxso wllh poss9Yo personal hKry rnd pxopony, damage. For general guidatco tegaclftg the lalxkotbrx slorage. clellvery. ateelkxt anel txacirl0 or Inmes artd muss systems. seeANS1/TPI I Quality Criteria. OSB-89 and SCSI Building Component 6004 Parke East Blvd. Safety Information avc0ablo from Ines Plate Insilkdo. 218 N. Lee Shoot. Suite 312. Aloxcrnlla. VA 22314. Tanya. FL 33610 Job uss runs ype T9003770 64-69 1"1,0 Caner Jock 4 1 Job Reference ti0nal auaaers faemource. r anpa. rranl cey. I -Iona J:Aee /."U a Apt lU ZVIa NO r ex tnauemee, UIC. Yaa JUI ZU 14:44:UJ ZU76 rage 1 1 D:f EueaKU2YSR9i4 BZZil YSCzE IxD-aY82eGPkmKyeeU8hv4vUvzXcJB46gYg2LH iviSy W91 A 1-0.12 2-3-4 4-11.4 1012 2.3.4 2.8-0 3x6 II 2-3.4 4.11-4 Scale . 1:18.9 Plate Offsets(XY)_j2:0-2-8.0-0.15).14:0.7-0.0-1-121 LOADING (psi) SPACING- 2-0-0 CSI. OEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ven(LL) 0.03 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 V@n(TL) 0.04 6-7 999 180 BCLL 0.0 ' Rep Stress Incr YES W S 0.00 Horz(TL) 0.02 6 IVA n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* 7-8: 2x4 SP No.3 SLIDER Left 20 SP No.3 1.0.11 REACTIONS. (Ibtsize) 5=87/Mechanical, 2=291/0-2-12, 6=58/Methanical Max Horz2=128(LC 12) Max Uplllt5=-66(LC 12), 2=-67(LC 12), 6=-4(LC 12) Max Grav 5=87(LC 1), 2=291(LC 1), 6=76(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11.4 oc punins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces S MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other five loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 5, 67 lb uplift at joint 2 and 4 lb uplift at joint 6. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify dealon parameter, and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. 1"31015 BEFORE USE. i Design valkl for use only vAlh Mllek® cornoclors. It11s design is based orgy upon parameters shown. and Is for an hdM<kKl IxA<WV component. nor a fnm system. Before uso. the txdding dosignot must verity iho appllcoWlty, or design p sametars and properly Incogxxato 0* design Into the overall txddrlg design. Btachg IrWicoted Is to prevent bucahg or Individual truss web cand/or chord members only. Ad<lllkxxl temporary and permanent Ixalchg M iTe k' is always re<lnited to stability arxi to Ixevenl collapse wllh posslAe petsonal Injury and property damage. For general 0rld nco regarding the kbrlcallm storage. doWery, erection orld btaclno of trusses and tntss systems seeANSI/TPI I Quality Criteria, OSO-89 and SCSI building Component 6904 Parke East Blvd. Safety Information avalic"o from It1m Plato butikile, 216 N. Lee Street. Sulto 312. Aloxorxlria. VA 21314. Tampa, FL 33610 Job uss russ ype64.69 T90937791j"I J4ek•Open g 1 Job Reference tional 6uddem Ferl5ource. Iarrpa. plant Gly, mrica 33boo r.wu a npr tv zero nutas mauu"n., me ea w," ,r.44 v cuio rw. ; ID:fEueaKU2YSR9t4BZZriYSCzElxD-2khRscPMW e4VGejtTnOjSA3kobOZZ')4CZxRTBuyw919 1-0-12 2.9.4 6-11.4 1-0.12 23 4 4.8-0 Scale . 1:24.6 34 II 2x4 II LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0 3e Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Ven(TL) -0.13 6-7 >61e 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 6 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc puriins. SOT CHORD 20 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. 7.6: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.0-11 REACTIONS. (lb/size) 5=124/Mechanical, 2=39610.2.12, 6=64/Mechanical Max Horz2=172(LC 12) Max Uplift5=-100(LC 12), 2=-94(LC 12) Max Grav5=124(LC 1), 2=396(LC 1), 6=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=25f1; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 5 and 94 lb uplift at John 2. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity, model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily do dgn parwmeten end READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MD7473 rev. IOAx MIS BEFORE USE. D09M vdkl for use only wllh Muck® connocbrs. Ills design h bawd only upon pxnamoters shown. and is lot an hdvldttrtt btddbV component, not a Inas systorn. Below use. the bufk1W deslgnot mtrst verity the ("AiectAlty of design pcucurwlers and Ixopwtly Ineorpwtola iflk design Into the overall Bracing Indicated Is to budding of hdWJucd teas web cmd/a chard memlors only. Addllonal lornMcuy crxf pofrnane-nt Ixacing MOWtxddhgdesign. prevent h dways fectulted for stablilly and to prevent collapse wllh posUe polsorKd Injury and IxoPerty cktrnago. rot generd guidance tegarcdng the 6904 Parke East Blvd. rcAxk:atlon, slotage. dollvety, etectlon and bracing of trusses and htm sysloms, soeAN51/1PI I Quality Criteria. OSS-69 and SCSI Building Component Tampa. FL 33610SalaryInlormarionavdifeblefromInnHatoIrliakde. 216 N. Lee Street Suite 312. Aloxaxtft VA 22314. Job russ Truss Type Uty ply reo937eo 6409 J12 Cornet Jack 2 1 Job Reference (optional) Builders FitatSource, Tampa, Plant City, Florida 33S66 0.9.4 0.9.4 e.00 r 3x8 II o-e-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCOL 10.0 Code FBC2014/rP12007 Matrix) 7.640 a Apr 19 2016 MiTek Industries. Inc. Wed Jul20 14:44:04 2016 Page 1 ID:fEueaKU2YSR914BZZIlYSCzElxD-2khRscPMW e4VGejtTnOjSA3pObT7Z?4CZxRTBuyw919 Scale . 1:8.8 OEFL. in floc) Vdefl Ud PLATES GRIP Vert(LL) 0.00 4 >999 240 MT20 244/190 Vert(rL) -0.00 4 >999 180 Horz(TL) -0.00 2 n/a n/a Weight: 3 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=23/0-2-12, 2=16/Mechanical, 3=7/Mechanical Max Horz4=14(LC 12) Max Uplif12=-19(LC 12), 3=-4(LC 12) MaxGrav4=23(LC 1).2=16(LC 1).3=12(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 0.9-4 oc pudins, except end verticals. Rigid telling directly applied or 10.0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=2511; Cat. it: Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extenor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at jolnt(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 Ib uplift at joint 2 and 4 lb uplift at joint 3. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. - WARNING - Vedly dedlin parameters and READ NOTES ON THIS AND INCLUDED WFEK REFERANCE PAGE MIF7473 rev. 10AW015 BEFORE USE. Desllpl valkl lot use orgy wllh Mllok®connoclors. Ilds design Is txlsod only upon Ixxcaneters shown. and Is for an IntOvk AKd Ixflding cotnl"wril, not a finer syslorn. Before use. Iho lxlklrl0 clesigtor must verify the ayrxiealAlly of deskp lxxa rwlors and propony, trleorpotalo thb closlgn Into the ovoKdl lxfidrvj cknlgn. ®achg f rJlcoted Is to Ixfckift of kx9vk Kd truss web (ttw/or crotd rnetnbets orgy. Atk91brrc1 ternixxmy and pefnxmnt Ixaclrlg MiTekprevent Is always to"od lot sk"l fy and to prevent cellcltno wtlh pos2)io potsorol f1Kay and proporty, damage. For general gtddance totpalng the 6904 Parks East Blvd. kfixkatbn slorago, delivery. election and txacklg of trusses and fnua systems seeANSI/TPI I Quality Criterla, DSS-69 and SCSI Building Component Tampa. FL 33610SafetyInformationavallalxefromlassPlatelr1sllRdo, 218 N. Loa Street. Stdo 312, Alexarkla. VA 22314. Job I fuss Truss Type Qty ply TOM781 64-69 J 13 Cornet Jack 2 1 Job Reference Donal Buldets FeslSoures. Tampa. Plaid city. FMelda 33566 7.64e a Apt 1v Lulb Mt t ek Inat6rtes. inn. wait Jut w 14:41:ub zulb rage 1 I D:IEueaKU2YSR9i4BZZt1YSCzElxO-W xfp3xO?HxCMuol31 Vxy_Ocy4?o6ISKLobEMKyw918 4W 2.9.4 2.9-4 2.9-4 Seale . 1:14.0 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 3-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.01 3-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 4=95/0-2-12, 2=65/Mechanical, 3=30/Mechanical Max Horz4=57(LC 12) Max Uplift4=-4(LC 12), 2— 58(LC 12) Max Grav4=95(LC 1), 2=65(LC 1), 3=48(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2.9-4 oC puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=6.Opst; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 4 and 58 lb uplift at joint 2. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) -This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify deNpn Parameter and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MIF7473 rev. 80A31015 BEFORE USE. Dtsslgn odkl for use only with Mlfel& connectors. 0ds design Is taisod only upon parameters shown. arxJ Is tot an InUtikkKY bidding component. rat a truss system. Wtero lao, the txAalng akeslgnet must verify tier <yy711oalAlty of alesiOn patainalets aril rxotxrly Incorporate Itts doslgn Into Iho overall txdc9rlg ck.Klgn. placing Inxllcalod Is to txreMkV of VxINkkKd Inns web anti/er chord members only. AakMlkNKd ternary aW lwtmcrenl bracing M iTek' prevent Is always teta111ted eer stability and to proven cdlalm with pessbio personal "and prop arty darnogo. roe general gUdanco regarding tie fabrication, slofage. dolNery. etacllon arKl bracing of trusses aril truss systems soeANSI/TPI I Quality Criteria, 036-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information a vallable Rom trust Plato InlOkto. 216 N. Leo Sneol. Su/le 312, AlexarxlfkL VA 22314. Tampa. FL 33610 ruIJobesruesype T9093782 64-69 J14 Corner Jack 2 1 Job Reference tonal BudWra FlfalSoutea. Tango. Plant Gay, F101020 33565 7.5 40 a Apt 18 ZVIa aa1l ax Inauamea. Inc. W as JUI YV 14:44:U6 ZU16 rage 1 ID:tEueaKU2YSR9i4BZZilYSCzElxD-W xFp3xO?HxCMuol31 Vxy_Ocu$?IFISKLobBOjKyw918 4.9-4 4.9.4 Scale - 1:19.0 3x8 11 4.9-4 4-9.4 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) 0.03 3-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Ven(TL) -0.06 3-4 >965 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) 0.02 2 rVa flla BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 16lb FT = 209b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.9-4 oc pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 4=169/0.2.12, 2=114/Mechanical, 3=55/Mechanical Max Horz 4=101(LC 12) Max Uplift4=-17(LC 12), 2=-98(LC 12) Max Grav4=169(LC 1), 2=114(LC 1). 3=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpl=0.18: MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 4 and 98 lb uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Varlry dosign parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIF7473 rev. I"MIS BEFORE USE. Design vWk1 for use only vAm Mllek9 connectofs. Ihls desltan b Ia3sed only tgxn rxaamelers shown. aril Is la an Individual txAdIng component. n01 a toss system. Belote taro. Ih o building desl0ner roust vodfy the aWicabllly of design rxscmotors cold fxorxxly hcorpaclto ants design Into the ovorcll rAddkng design. Brachg Irxllcoted Is to LucMkng of kldlvkkKd Inrss web anti/a chard memlxxs only. Addlllonal tetnrxxary and txxrncxant Mori ng MiTek' rxevent Is alwaya tectuhred la stah8lty and to preveni coflq)so wllh ixsdt:le personal fyury and txoperty damage. rot general guidance regarding the fatxIcalbn stotoge. dolivoty. otootlon and txOChg of lnmes and trim systems, sxANSI/IPI I Quality Cdledo, OSB-89 and SCSI Building Component 6904 Parka East Blvd. TamPo. FL 33610SafetyInformationavmalllo (tom lnm Nate hsllluto. 216 N. too Skeel. Sulto 312. Aloxa cIft VA 22314. Job puss truss type ty ply TOOfT37B3 64.60 J16 JaeA-Open 2 t Job Reference o ttonal ouddels Fa6lbourca. Ta11pa. plant city. Flans 33565 1.6406 Apt la Lele W OK Inausines. inc. wea Ju12u n4:44=, Rule raga 1 ID: fEusaKU2YSRgi4BZZAYSCzEIxD-WxFp3xO?HxCMuol31 Vxy_OcI4?IC0SKLobB0lKyw9l8 IV V2 4.11.12 1Z 12 4-11.12 34 II 4. 11.12 4- 11.12 Scale . 1:19.1 Plate Offsets (Y Y)-- 12:a3-0.aa111 LOADING ( psi) SPACING- 2-0-0 CSI. OEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 2-5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 8C 0.30 Ven(TL) 0.09 2-5 673 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.01 4 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 SLIDER Left 2x4 SP No.3 2.9.13 REACTIONS. ( lb/size) 4=127/Mechanical, 2=24510.2.12, 5=49/Mechanical Max Horz 2=131(LC 12) Max Uplift4=- 121 (LC 12). 2- 57(LC 12) Max Grav4=127(LC 1). 2=245(LC 1), 5=98(LC 3) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ( 8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCOL=4.2pst; BCDL=6.Ops1; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS ( envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 4 and 57 lb uplift at joint 2. 7) ' Semi -rigid pitchbreaks with lixed heels' Member end fixity model was used in the analysis and design of this truss. 8) " This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code Q WARNING - Vedfy design perumren and READ NOTES ON THIS AND INCLUDED AWEK REFERANCE PAGE MIF7473 rev. 1003WIS BEFORE USE Design vdld lot use only Win M1teM connectors. IWs do*p b lased only upon rxnurnotea shovrtl, and Is lot an indivkAnd Wilding component, not a Udas syslern. eOlae lco. tlw lxAdIng desigrwt rntsst vodty Isle cy1p1 caNlty of deskln "am,(doos cad pxotxelty heolporuto 0nb design Into the ovoll bndd0ng design Bractlg Indicated is to bucWUlg of Individt" tnrss web aw/ot chord mombets only. Additional letnpaary and rotrncnenl lxacing M iTek' pxeventis always toqubed fa slaa0lly and to txevent collapse with possSle personal they and ptopwdy damage. For general guidance rogadng the lalxk; allon, storage. delivery, arocllon and bidding of busses and trios systems. SWANSI/TPI I Quality Criteria. OSS-69 and SCSI Building Component 6904 Parke East Blvd. Taupe. Ft. 33610 SafetyInformationavailable, boon Insc Rate t allnAo. 216 H. too Stroet. Steto 312. Alexordlla. VA 22314. Job runs runs ype , 64.69 Jt61 Jack -Open Supponed Gable 2 t Job Reference (optional) T0093784 Bwldets FastSource. Tanya. Plant City. Fbtida 33566 7 640 a Apr 10 2016 MTak Induetties, Inc Wed Jul 20 14:44 06 2016 Page t ID:IEueaKU2YSR9t4BZZi$YSCzEtxO_7pBGHRd2FKDVysGbCSBXb98XO9rIuaVIFwZFnyw9l7 f 012 6.11-4 12 6-11.4 Scale . 1:24.6 8 8 7 3x6 11 2x4 11 2x4 11 2x4 11 Plate Offsets (Y Y)-- 12:0-3-15.0-0.111 LOADING(pst) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 1 Nr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Ven(TL) 0.00 1 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(rL) 0.00 7 We n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 38 lb FT = 200S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 SOT CHORD OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.7.3 REACTIONS. All bearings 6.11-4. lb) - Max Horz 2=173(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 8 except 9- 127(LC 12) Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6.0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Wlnd: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf; h=25f1; Cal. II; Exp B; Encl., GCPI=0.18; MWFRS (envelope) gable end zone and C-C Exledor(2) zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2.0.0 oc. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) 7, 8 except (jl=lb) 9=127. 8) 'Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING • Vwffy design panwisten and READ NOTES ON THIS AND INCLUDED 1alTEK REFERANCE PAGE MD-7473 rev. I411030015 BEFORE USE. 1 0*p WM for use only with MlleM connoclots. MS design Is bcwd only tipon paamolors shown. anti is la an hxBNdtal I.tAUh1g Componenl. riot a htas systefo. Before tao. the L,4Acing doslgrlof mtrst verily the ar:01caW lly of dosllpl lysarnetors and lmopody tncorPotale this design Into the overall 1rBdIng Cosign. Bracing hldlcalod Is to nxovont txscaing of In[1Nk1ual InrA web aril/oi chotd mernbers only. Adt5110WA lornporary anti peffnar*nt bracing WOW b always tocIL red lot stability and to piovenl cdlgre Win possaxe person cl"and properly darnage. Fat general gtldalco togaCling ale kitxlcolkxl, sloictoo, delivery, mocllon (nd bracing of truces Cnd tnra sysloms. suoANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parka East Blvd Safety Information avtt8alxo ham btm Plato Institute. 218 N. tee Sheet. St/to 312 Alexan aria. VA 22314. Tanya. FL 33610 Job I russ truss type T0093785 64.69 J17 Monopach Supported Gable t t Job Reference(optional) Builders FIKtSource. Tanya, PNrd City. Florida 33666 7.640 a Apr 19 2016 Milak Industries, Inc. Wed JUI 20 14 44.06 2016 rage 1 ID:fEueaKU2YSR9i48ZZilYSCzElxD_7pBGHRd2FKOVysGbCSBXb98G09H1vnV1FwZFnyw917 I -0.12 3.7.4 I-0.12 3.7.4 3x6 II 2x4 11 20 II LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ven(LL) 0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 SC 0.03 Ven(TL) 0.00 1 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(rL) 0.00 We rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 BOT CHORD OTHERS 2x4 SP No.3 SLIDER Left 20 SP No.2 1.8-0 REACTIONS. (Ib/size) 5=54/3.7.4, 2=119/3.7.4, 6=140/3-7-4 Max Harz2=99(LC 12) Max UpII t5_ 25(LC 12), 2=-8(LC 8). 6=-85(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:1 Sh PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% Structural wood sheathing directly applied or 3-7-4 oc pudins, except end verticals. Rigid telling directly applied or 10.0.0 oc bracing. NOTES- (9) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=251t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. 8)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code Q WARNING- Verify daafgn pen rratero and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev. 14002,1015 BEFORE USE - Design vdkl lot use only wllh MI lok® connectors. Ms dosign Is based only upon lXrtmelets shown, and Is for an hdividLtd bxAd kV component. not a truss systorn. Before use. Sal Ixdldhg designer must verify the c"AlcatillIty, of deswn Maxneters and txoperly Incorpot<do this design Into the overall building Nochg Indicated Is to rmcklttlg of Indivkhxl miss web and/or chord membots orly. Additional lernporary a,al txmnanent bracing MiTek' design. prevent is diways togL*ed fen stt181ty and to ptevenl collapse wllh lxsss9xe potsond hlLay and tx(X)crty ci=c go nor geneab os/dusce leg®ding the 6904 Parke East Blvd. fabrication, storage. delivery. erection and bracing of Intssos c"J tlttss systems seeANSIAPI I Quality Criteria, DSB•89 and SCSI Building Component Tarrps. FL 33610SafetyInformattonavailableRaintrussNatetrurik0o. 218 N. Leo Street. Stllo 312. Aloxandria. VA 22314. Job i fuss Truss Type T9093786 64.69 J18 Jack -Open 1 1 Job Reference(optional) BOOM "IllSautca. tattpa, Front eay, Frorlal 34b66 / WIV a Apr IV ZVI* MI tog ImauellMe. IBC. W W Jul L 14'44:VI ev10 rope 1 ID:fEusaKU2YSR9i4BZZ11YSCzElxD-SJNZUdSFpZS475RS8wzO4ph11 oTZmMSeFvg7o0yw916 1-0.12 3.7-4 1-0 t2 3-7.4 3x6 II 3-7-4 3.7.4 20 Seale . 1:15.6 Plate Offsets (XY)-- 12:0.3-0.0.0.111 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ven(LL) -0.01 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Ven(TL) -0.03 2-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.05 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 19lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP N0.3 1-9.0 REACTIONS. (Ib/size) 2=197/0-2.12, 6=126/Mechanical Max Horz 2=101(LC 12) Max Upllft2=-49(LC 12). 6=-66(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3.7-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ; NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=251t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate al joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 6. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO - Wd/y detlpn parameters and REAO NOTES ON THIS AND INCLUOEO MITEK REFERANCE PAGE Ma-7473 rev. 1092MI6 BEFORE USE Design vatld lot use only Win, IAltok® connectors. Ms deslgl Is based orgy upon lxnanoters shown. and is far an Individual building componentt, not a Rios systom. Before Iso. Its building designer rust verity the aWlcaMlly of deslgl ""motors and prorxiny Inearxualcl Ms design Into the overall building design. Braehg indicated is to lxovent Ixtclding of Individual truss web end/or chord mernbors only. Additional lernpotary and permanent Ixachg MiTek' is always togUrod for stability, and to pravent collapse vAlh poss"o personal Injury and txoporty datnago. For generd guidance regarding the 6904 Parke East Blvd. laWcddkxL storago. dolNoty. election and bxacRq of Insses and miss syslans, soeANSI/M I Quality Criteria, OSS-89 and SCSI Building Component Tampa. FL 33610safetyInformationava9dl)to Rom Russ Rate Institute. 218 N. tee Streol. Stlto 312, Ploxarkido. VA 21314. Job russ truss type Uty ply TOM787 64.69 J19 Jack -Open 4 1 Job Reference(optional) Builders Fast8ource. Tampa, Plant Coy, Florida 33566 7.640 s Apr 19 2016 Wok Industries, Inc. Wed Jul 20 14 44.07 2016 Page 1 I D:1 EueaKU2YSR9t4 BZZilYSCzE IxD•SJ NZUdSFpZS475R SBwzO4 phlioUTm MHefvg7oDywS 16 1-0.12 23.4 3.7.4 ' 1-0.12 23.4 2x4 II 3x6 II Scale - 1:15.6 Plate Offsets (KY)-- 12:0.2-4,0-1-31 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) -0.01 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Ven(rL) -0.01 17 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.04 Horz(TL) 0.01 7 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 19 lb FT = 204b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc pudins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. 9.10: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 1.0.11 REACTIONS. (Ib/size) 2=209/0.2.12, 7=114/Mechanical Max Horz 2=98(LC 12) Max Uplilt2=-55(LC 12). 7=-60(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl; h=25ft; Cat. If: Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 2, 7. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING . Var1ry design paramsfars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD7473 rev. Ian MIS BEFORE USE. DesIM wilkl lot use only wpm hillek® connectors. Ihls design Is based only upon rx+ameters gwwtx and Is for on YxAWdnxl ttAc*v Component. not a ItlRs system. Before use. the Ix/Iclng deslgnrx rust vodty the cMXxkxrblily of <luslgn pmainelom and Ixorody heotpotato thts design Into tie ovet<R Ixddhg dostgn. &ocfrng Ir"Icaled Is to Ixovent Ixrclding of Incllvklual hiss web aril/or chord mombers only. Addlllonal temporary cnd lorrncmnt txocfrng WOW Is always rocµdred for stalxllty and to pxovent edtglso with los2)lo lorsonry "sy and ixo{xaty ckxnage. For genmal gldanco regaclrlg Iho Icaxlcallon. stocaae, dollvety, erection and IxaclnU of Misses<uxl tmrss systems. swANS1/TPI I Quality Cdterla, OSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Irdormatlon avdlatxu from Truss Plato I nsSMe, 218 N. Lee Street. Stlte 31'L AlexaxMa VA 22314. Tampa. FL 33610 Job russ russ ype T0007M 64.69 J20 Jaek-Open 1 t Job Reference Lionel aedders FxelSaurr:e. Taitpa. Flard Goy. morns 7.7566 i.ory . AP, ri, cv.o mu-. u.uu..........a. .. . aV. . ID:f EueaKU2YSR9i4BZZAYSCzElxD-wWxxhzStasavAFOeidVfcOEOFCNVp3oUZPgKfyw815 26.14 3.7.4 26-14 1.06 Scale - 1:15.6 3x6 II Plate Offsets (XY)-- 15.0-0-8 0.1-81 17.0-3-8 0-1-8) LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Gffp DOL 1.25 TC 0.41 Ven(LL) 0.02 2-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Ven(rL) -0.03 2-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n1a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 15 lb Fr = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7.4 oc puffins, except BOT CHORD 2x4 SP No.2 *Except' end verticals. 5.6: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=137/0-2-12, 4=1 4 1 /Mechanical Max Horz 7=59(LC 12) Max Uplift4=-51(LC 9) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25f1; Cat. II; Exp B; Encl., GCpi=0.16; MWFRS (envelope) gable end zone and C-C Exterior(2) zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING -Verify design perimeters end READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE MO.7472 rev. I41=1016 BEFORE USE. Design WAld for use only with Mllola® connectors. Inls design Is based only upon pcnarnefors shown, and Is ra an Indit"Kil txBUlrp component. riot a Was syslorn. Before use. Iho txiding dcrJorxa must verify Itw glfxbtl111Iy of clot pxarnetors tint Ixopody Incorporalo this design Into the overall txidhg design, tracing Indicated is to povent bucWtrng of Individual truss web OW/of chord rnembels only. Additional temporary cnd permdrtent Ixactng M iTek' b (Sways logtied for stability cmd to povent collq)se wllh p oss6xe personal hRry and Ixoperty darnago. for general guidance tegadtrng the Ic"Icolbn. stocago. dollvery. ofoctlon and tracing of IMsses and trim systeans, soeANSI/TPI1 Quality Criteria, DS8-69 and SCSI Building component 6204 Parke East Blvd. Safety Inlarma00n aWINCIAo tram Irim fate Institute. 218 N. toe Street. Suite 312 Alexandria. VA 22314. Tanya. FL 33610 Job Truss I fuss Type ,oty ply Teo937e9 64-60 J21 Jack.Op*n t t Jab Reference(optional) Budders FkalSoutce. Tampa. Plant City, Fbride 33566 7.640 a Apr 19 2016 Mn OR tnaaalrlae. Inc. Wea Jul2u 14'44'06 2016 rape I ID:fEusaKU2YSRgi4B2LIYSCzE1x0-wW xxhzStasavAFOeidVfcOETtCq 1 VpUoUZPgKty"15 2x4 2x4 II 2.2-e 2-241 6.00 52 20 II 2.2-e 2.2.2 Scale . 1:15.5 LOADING(psf) SPACING- 2.0.0 CSI. OEFL. In toc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ven(LL) 0.00 5 >999 240 MT20 244/190 TCOL 7.0 Lumber OOL 1.25 BC 0.08 Ven(TL) -0.00 5.6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (tb/size) 6=74/0.4-3, 4=77/Mechanical Max Horz 6=44(LC 12) Max Upfift4=-61(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft: Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNINO • Verily dadyn parameter and READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE 4141I11-7473 rev. 1003MIS BEFORE USE. Deskpl wgkJ lot trw orgy with Mlfek®conrlectors. Blh de*jn Is Ixaod only ulxtn pcnarneten shown. and Is lot an Individual btdidfrlg comlxMnt. not a buss system. Before uso. Iho txdkbv cb9grxn tntrsl vodty Ole ctlxllIcaIAIty of ac-A 1 p<narwters and lxopedy Incogxxote this doslgn Into the overall btactrlgl design. Bracing Indicated h to Ixrcldfrlg of Individual truss wob and/of chord membots orgy. Additional temporary cncf pormcnenl Macing MOWprevent Is always togttred got stability and to lxovenl coltatAe wlln pxy579xo personal k#Oy and lxopedy damage. For gonelal Qtkfalco rogaalng tho 6904 Park* East Blvd. lalxicc lion. st logo. clelNoty, otection and ba r<teklg of Ituos and fnrss "omt woANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa. FL 33610 SafetytnformattonavallablofromtrussPlatoklslllute. 21S N. Lee Skool. Stlto 312. Alexcxdtkl VA 22314. Job I fuss Truss Type ty Ply T9093790 64.69 Pot Piggyback 2 t Job Reference (optional) BUMS($ 1`01150Ufee. lafrpa. Pla11l Gay. Honda 33566 7.540 a Apt le ZU16 MI I ex 11101.1611186. Inc. W!a JUI ZU 14:44.Ue ZU10 raga 1 ID:fEueaKU2YSRgi4BZZilYSCzE1xD-OiVKvJT VLAInMPbtGK0u9EneMcBIEGJxjDgEs6yw914 1.10.0 3.10.0 5.6-0 1-10.0 2-" 1.10-0 AMr.-7 2x4 = 3x4 = 3x4 = 20 = LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Well Ud TCLL 20.0 Plate Grip OOL 1.25 TC 0.07 Ven(LL) 0.00 5 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) 0.00 6 rVr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 2=170/3-9-6, 5=170/3.9.6 Max Horz2=-14(LC 13) Max Uplift2=-40(LC 12), 5=-40(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale. 1.11.3 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf: h=251t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone:C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2. 5. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNINO - VeAIy dealgn pammatera and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PACE MP7473 rev. 140=01S BEFORE USE. Design valld lot use only Win Mllek9 conreclors. this design Is based only upon rxaarnefers stXW^ and h rdx an IndIUd1K1 txAdlnp compor11 nk. not a Was systonl. Betoro use, the building designer must verify the a"Alcabliry, of <lasl(In paiarnoten and poptttty h corPaale Ihb design Into the overall Ix®alng design. Biacing Indicated Is 10 budding of Individual truss web and/or chord mernbets orgy. Adalllonrl temporary and petrnanont Ixacing MiTek' pevonl is always recluked fa stability and to provonl collapse with possible, persorlal"and prgx fly danago. For general glldalce togadklp Ilia klxlcatkxl, storage, deWery, erection and bracln0 of tames and truss systems, WOANSI/TPI I Quality Criteria. OSB-69 and SCSI Building Component 6904 Parka East Blvd. Safely Infonnallon dlvcaatxe Rom lam Rate Institute. 218 N. lee street. Suite 312. Aloxanrffla. VA 22314. Tanga, FL 33610 puss puss I ype r ly T9093791jJob6449P02Piggyback401 Job Reference(optional) Budders FuslSource. Tampa. Pktm Goy. Florida 33566 7 640 s Apr 19 2016 K-Fak Industries. Inc. Wad Jul 20 14:44.09 2016 Page i I D:f EueaKU2YSR9i4B2211 YSCz ElxD-01VKvJTVLAInMPbrGK0u9Ene Rc6rEGJxi O9Es6yw914 2.10.0 5.8.0 2-10-0 2.10-0 30 = 2x4 = 2x4 = Scale - 1:1 1.3 5-e-0 Plate Offsets (XY)-- 3:0.2-O,Edgel LOADING (psf) SPACING- 2-0.0 CSI. DEFL In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ven(LL) 0.00 4 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Ven(rL) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 We We BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. SOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/slze) 2=170/3.9.6, 4=170/3-9.6 Max Horz 2=-23(LC 13) Max Upllft2=-51(LC 12), 4=-51(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vortly design Paramefers and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE M11.7473 rev. tM3Q015 BEFORE USE. Oesltyl wAl d tot use only with IvtileM connectors. FM design It 1xJsedl only uponIorcmoters stnown. and Is for an fKOMdual Wilding component, riot a truss syslonl. Delete taw, the txadlng designer roust vastly Itto a 14:41cafAlty of dosign pta<nnolots aid protony Incalwrato this design Into the overall building design. Bracing Indicated Is to Wclding or kvJWLKd muss web and/or chard matnbefs only. AdddllorKA temporary and Iormdnent txacing WOWpxovent Is alwdsys requited for stability and to povont coilarm vAlh possONe persona Injury and Ixqerty cksnage. ror genota g ldanco togadlfrn0 the tatxk:atlon. storage, delivery, etoction and tmoci ng of trusses and tnlss sysletns. sooANSUIPI I Quality Cnterla, DSO-89 and SCSI SuIlding Component 6904 Parke East Blvd. Safety Information dmt9axe from truss Halo Institute. 218 N fee Street. St1I10 312. AloyoWil . VA 22314. To pa. FL 33610 Job TfUSS runs ype ty ply r0oe3702 64.60 P03 Piggyback 6 f Job Reference (gptiona0 aUY066 reerOaUrCe, reUpe, rW. brty, rW.w JAOoo w• • ••• •+ ••• • Y ID:fEueaKU2YSROABZZdYSCzElxD-tu3i6fU76Ure_ZA 1 g2X7hRJpBOS4z)Z4ytunOYyw913 2.10-0 S-a-0 2.10-0 2.10-0 20 = 30 = 58.0 2x4 = Scale . 1:11.3 Io Plate Offsets (KY)---- 3:0.2-0.Edg9) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ven(LL) 0.00 4 n/r 120 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.30 Ven(TL) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 15 lb FT = 204b LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/slze) 2=170/3.9.6, 4=170/3-9-6 Max Horz 2=-23(LC 13) Max Uplift2=-51(LC 12), 4=-51(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25I1; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tail by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) 'Semi -rigid pi(chbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' Q WARNWG - Verf/y deNgn perametere end READ NOTES ON THIS ANO INCLUDED urrEK REFERANCE PAGE M11-7473 rev. 10MI201S BEFORE USE. Dwkjn WAU lof use only with tAlo" connecbts. n* desk b basod only upon Ixromelers gv)wn. arlcl b lot an trldlvlUual bull ling component. not a tnas system. Below use. ttlo txAdklo doslgnot must voAty, Iho ulxxicctAlty of design "ainotefs arW prolxxty, neotlxxale this design Into the overdl Ixdding dost(jn. Wacing Wicaled Is to txlcaklg of IndWJucA miss web and/ot chord members only Ackllbfwl WfnMc" and l)errnarlonl lxocbfg Welk' ptevonl Is always iocp4ed for sk"Ity, oral to I.vovenl cdlgxso vAlh poss011e putsonctl 4urV axi IxorA-dy cl mcW. For gonetal gulctalce iegadng It* 6904 Parke East BlvdKib,ftatim slorcpo. dolNory, ofoctlon clrld Ixachlg of tames cmd tnm systems, sueANSI/TPI I Quality Crltefla. DS6.69 and BCSI Building Component Ta"pa. FL 33610SafetyInformationavdlcAxeDomWasWife "kite. 218 N. toe Street, rAAlo 312. Alexcnarics. VA 22314. Job I fuss Truss Type ty Tg07J7g3 64.69 Rot Manopach SuWoned Goble a 1 Job Reference tional auildeM FadSauree. 10npa, Plant city. 1-10nda 33566 r b4u s Apr iv zuio ivx i ax maustries, nne. w*a Jui zu i c44au zuio rage i I D:fEusaKU2YSR9WBZZilYSCzElxD-tu3i6fU76Ure_ZA 1 g2x7hRJopOVnziS4ytunOYyW913 1-0.12 5.11.4 1 0 12 5.11.4 3x6 II 2x4 II 20 II 2x4 II Scale - 1:15.0 Plate Offsets (KY)-- 12:0-3-5.0-3-9) LOAOING (psf) SPACING- 2.0.0 CSI. OEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 1 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 1 rVr 90 BCLL 0.0 ' Rep Stress Incr YES W B 0.07 Horz(TL) 0.00 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 27 Ill FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-11.11 REACTIONS. (lb/slze) 6=21/5.11.4, 2=188/5-11-4, 7=277/5-11.4 Max Horz2=76(LC 12) Max Uplift6=-9(LC 8), 2=-83(LC 8), 7- 105(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-11-4 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (10) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=251t; Cat. II: Exp B; End., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2 except Qt=lb) 7=105. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 9) 'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify d*Ngn pammef*rs end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0.7479 rev. faGMIS BEFORE USE. Do*p valid lot use only wim Mllek®connoctors. Ills design Is based only upon pXramelers snown. and Is rot an bndMckud buldbV component not a Chas syslorn. Before use. the bt/1dn0 designer Trial verity the aplAleatAlty of design p iarneters and pxoporiy fneorpotato this design blo the overall btAcing design. bracing Indicated Is to rxovenl txieaing of bnUlvldtx31 truss web and/or ehoid members only. Addllond Icn np tary ertd pwrrnanonl txaeing M iTek' h always leclL4ad for stdAllly and to lxoveni collgno with posgAe petsord tr*Fy and proporly dan000. Fa peneiai gtdckrnce iegardng bne tabicatloix storago, dellvery. Orecilo n and txackng of tnrssos and frtiss systems. sooANSt/1PI I Cuallry Criteria, OSS-69 and SCSI auddlng Component 6904 Pork* East Blvd. Salary information avcQablo born hint Rate Imlikite, 216 N. too Sheet. SUie 312. Alexandria. VA 22314. Tampa. FL 33610 fus3 Truss Type ty T9093794 64.69 R02 Jack -Closed 8 1 Job Reference(optional) Budder FustSource, Tampa. Plant Cdy, Florida 33566 7.640 s Apr 19 20161ATek Industries, Inc. Wed Jul 20 14:44:11 2016 Page 1 I D:fEueaKU2YSRgi4BZZilYSCzElxD-L4c4K9VltnzVcrIDN12MEfstpPmEiApEAXeKx_yw912 A-0-12 5.11.4 1412 6-11.4 Scale . 1:15.0 20 II 4 3x6 II 2x4 II LOADING (psi) SPACING- 2.0.0 I CSI. OEFL. In (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Ved(LL) 0.07 2.5 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Ven(TL) 0.17 2.5 412 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00I Horz(TL) 0.00 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD SLIDER Left 20 SP No.3 2.11.3 REACTIONS. (lb/size) 5=209/Mechanical, 2=277/0.7-4 Max Horz 2=76(LC 12) Max Uplllt5=-79(LC 12). 2=-115(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 5-11-4 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. II; Exp B; End., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-" Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 5 except Qt=Ib) 2=115. 6) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code Q WARNING - Verity design perernetere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Na-7479 rev. 1403MIS BEFORE USE. Doslgfl valkl for us0 only wllh 1,01110M coruleclom Ms dtslgfl h Uasoa only upon rxtraneters Ox*jn, artd Is lot an Indivlckral txdldfrlg component. (ol a truss system. 6oloro wo, the txdlding deslgtxx mtrst vorify Ito cq)lAk:alAllty of duslgn lx.Aamotors and rxoprAy Incorliotato Ihh cVjslgn Into the ovorall ffactng Utdkatod Is to txtcldIrV of Wividucl Inrss wob and/ot chord tnernbers only. Additional tornpaary aW permanent Ixaclng MiTek' txAalrng degUn. lxovont E always te%il ed for sk"Ity, and to lxovenl collaixo with pon"o petsond frdt" and peotxxty damage. For oernetal guidance togaalnlg tho klxk;ollom storago, ckAlvery, election and bracho of Irtmos and Miss system; woANSI/IPI I Quality Criteria. OSS-89 and SCSI Bulkang Component 6204 Parke East Blvd. Safety Information avalaUo from It= Rate Institute. 218 N. lee Strool. Stlte 312. Alexandria, VA 22314. Tempo. FL 33610 Job SS I fuss I ype , WM705 64.0 R03 Matoplun 32 1 Job Reference(optional) BUMS($ FUSIS011ICe, Tampa. PWa Gay, Folim 33565 I.Y4U a Apf iw zulb mi rex eleustfres. atC wee All zu N:M:11 [utb rage 1 I D: fEueaKU2YSRgi4 BZZil YSCzE Ix D-L4C4K?V ItnzVcjlDN12MEfswFPmptApEAXeKx_ywel2 1-0.12 5.11.4 1 6f2 6.11.4 3x6 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Ven(LL) 0.06 2.5 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Ven(rL) 0.14 2.5 510 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.01 7 Na rVa BCDL 10.0 Code FBC2014/TPI2007 I (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 SLIDER Left 20 SP No.3 2.9-6 REACTIONS. (lb/size) 2=279/0.7.4, 7=185/Mechanleal Max Horz 2=73(LC 12) Max Uplift2=-116(LC 8). 7=-70(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. 4x6 = Seale. 1:13A 4 UAI = PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% Structural wood sheathing directly applied or 5-11.4 oc puffins, except end verticals. Rigid ceiling directly applied of 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.0psf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exteffor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except at=lb) 2=116. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual buildfng component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING- Varlly design parunegn and REAO NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rov. Ih03,2015 BEFORE USE. Deslgi valid for use only vAth MlleW connoctofs. IMs design Is based only upon paa meters six wok and h lot an indf*l al building component. hot a truss syslann. Bo(olo uso. tie bgdklg doslgxx inust verify Ito c44Acallflty of design pxetmoalom and rxoledy heotporalo Ihb design Into the overall building design. ®actlg frxlicated Is to 1xscldUq of Individual Inca web are/or chord f nofnbels only. Additional emissary =1 permanent IxocIng M iTek' rxevent Is always fegulted lot sksblllly, and to prevent collq)so with possl?le personal fytay and pxoperty, danage. fa general guidance tooadlno tte 1a bricallorx slaago. dcllvery. election and bracing of fames and truss systems. SOOANSI/IPI I Quality Criteria, OSS-89 are SCSI Building Component 6904 Parke East Blvd Tampa. FL 33610SafetyInformationavaBaNehorntrussPlatoInstitute. 216 N. too Street. SUte 312. AlexaxxlfkL VA 22314. runs rI. Is ype 7009376E 64.6E R04 Common Supported Gobw 2 t Job Reference tronal Builders FeetSource. Tempo. Plain City, Florida 33566 7.640 s Apr 19 2016 MtTek Industries. Inc. Wed Jul 20 14:44:12 2016 Page 1 ID:f EueaKU2YSRgi4BZZilYSCzElxD-pHASXLW Oe55MDtKPxTZbmsPagpCBRd9NPBNuT Ryw811 1-0 12 7-0-12 14.1-8 15-2.4 1-0.12 7-0.12 7-0-12 1-0 12 Scale. 318*.V 06 = 20 19 16 17 16 15 14 13 12 14-1-8 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Ven(LL) 0.00 11 Nr 120 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.01 11 rVr 120 BCLL 0.0 ' Rep Stress Incr YES W B 0.06 Horz(rL) 0.00 12 We rVa BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2 and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-1.8. lb) - Max Horz 20=78(LC 16) Max Uplift All uplift 100lb or less at joint(s) 17, 18, 15. 14 except 20=-125(LC 13), 12=-120(LC 12). 19=-131(LC 12), 13=-127(LC 13) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19. 15. 14, 13 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BC0L=6.0psI; h=251t; Cat. 11; Exp 8: Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exledor(2) zone,C-C for members and forces & MW FRS lot reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for Wind loads in the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2.0.0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 9) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s) 17, 18. 15, 14 except (Jl=lb) 20=125, 12=120, 19=131, 13=127. 11) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 12) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' Q WARNING - Vedly design peramefen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. IOMI,2015 BEFORE USE. Desipn valid la use only vAth fAlok® Connectors Rnls cjedM s Lxasod only tglon pacrnelors sixmi. (In 11s lot an trxlMdual tAdcting compornenl. not a lass systom. Before too. the bunt" di:-4rnei must verity the ctr4)I1eabnty of design Iwtcrnetets exxl popody Worxxale Ins cleslgn Into the overall IxdcMg dosign. Bracing klrAcaled is to rxovenl t=ldkV of bxgvkkrat Russ wob and/ot chord inambeis only. Ack6lloncl lainpaay, anti pernaront txacing MiTek' Is alwoys lectured for skdAty and to povent edlolm vAlh lxxsaxe lletsorrn Wray ax1 property damage. For genenae gudcme regarding tine kttxlcatkxn storago. delivery, erection ax1 bxachng of trusses oral Incas systerns. sooANSI/TPI I Quality Criteria. OSS-89 and SCSI EtNdRng Component 6904 Parke East alvd Tampa. FL 33610SafetyInformationovollableDomIn6sPlateInstinde. 218 N. Lee Street. Solo 312, Aloxandrka, VA 22314. Job Truss Truss Type ly Ply Tfxle37e7 64.0 ROS Common Oliver 2 1 Job Reference (optional) samara Flro rN, To"". Ram twit. Fiona 335W r 64o a Apt le zuiu MI IaK Iramnes. inc. was Jul Lu 14'44:1:1 Yule rage 1 ID:f EueaKU2YSR8i4BZZIlYSCzEbtD-HTkgkhWOPPODrOvcVA4cp4xGMDMbArvXer7R71yw910 14Al2 3.8.2 7.0.12 10.5.6 14.1.E 152.4 1-0 12 3-&2 3.4.10 3.4.10 3-8-2 1.o.12 4x6 = 12 7x10 = a 7x10 II 7x10 = 6x8 = 7x10 If Scale . 1:35.3 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.32 BC 0.82 W B 0.99 Matrix) DEFL. in Ven(LL) -0.05 Vert(TL) -0.11 Horz(TL) 0.02 loc) Well Ud 9-10 >999 240 9-10 >999 ISO 8 n/a rVa PLATES GRIP MT20 244/190 Weight: 107 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.4.1 OC pudins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 2-12,6-8: 2x6 SP No.2 REACTIONS. (lb/size) 12=3381/0.2.12 (req. 0-4-0). 8=3236/0-2-12 (req.0.3.13) Max Horz 12=78(LC 8) Max Uplift I2=-750(LC 8), 8=-672(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=•2802/591, 3-4=-2500/547, 4-5=-2500/548, 5.6=-2841/576, 2.12= 2574/575, 6-8=-2612/563 BOT CHORD 11.15=-537/2457, 10-15_ 537/2457, 10-16=-459/2492, 9-16=-459/2492 WEBS 4-10= 392/2003, 5-10=-438/164, 5-9=-122/360, 3.10=-388/184, 3-11— 141/306, 2-11=-482/2544, 6-9=-472/2589 NOTES- (10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=2511; Cat. 11; Exp B; Encl., GCpl=0.18: MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) WARNING: Required bearing size at Joint(s) 12, 8 greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=750, 8=672. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 782 lb down and 206 lb up at 0-11-0, 782 lb down and 181 lb up at 2-11.0. 782 lb down and 166lb up at 4-11.0, 782 lb down and 146lb up at 6-11-0, 776 lb down and 144 lb up at 8-9-8, and 782 lb down and 157 lb up at 10-9.8, and 782 lb down and 174 lb up at 12-9-8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product IS designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-2=-54, 2.4_ 54, 4.6— 54, 6.7=-54, 8-12=-20 Continued on oaae 2 Q WARNING • Yoft dedgn Prumneters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M47472 rev. 10412W IS BEFORE USE OWM valkl la use only With MllekO connectors. R1h cleslil Is based only upon paarnoters s xmx are Is Not an YxOvkkK4 lxdding component. net miafrt= system. Before use. the b uQdkg doslpnen roust verify the oWicabllry, of desIM Pymamolots and lxoporiy treorpaale V& design Into the ovorall b lalng dealgn [!tacky Indicated Is to ptevonl undoing of Individual truss web aid/or chord members only. AdcliWO temporary cncl pormarent Ixocb V M iTek' Is always required for stability and to lxovonl collgnn vAlh possible, personal kprry and propony danago. rot general yukfaee regarding Rio kibricalb ix storago. delivery, etoctkbn aryl txoclng of trusses and frumsystems. soeANSI/fPI1 Quality Criteria, OS849 and SCSI Building Component 6904 Parka East Blvd. Safety Information dvallable from Inca Plato Inlstlbvu. 218 N. Leo Street. Suite 312. Aloxondda. VA 22314. Tampa. FL 33610 Job Truss I rus9 I ype , T9093797 64.69 Ros Common Girder 2 1 Job Reference (optional) aumars Fastsoutce, Tampa, Plant Crly, Fbrlda 33565 7 640 a Apr 1112016 MITak Industilea, Inc. Wed Jul 20 14.44:13 2016 Page 2 ID:fEueaKU2YSR9i4BZLIYSCzEtAD-HTkgkhW OPPDDrOvcVA4gJ4xGMDMbArvXer7R9tywB10 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 10-782(F) 13— 782(F) 14-782(F) 15— 782(F) 16— 776(F) 17=-782(F) 18— 782(F) Q WARNING - Verily design parametere and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MIF7473 rev. iMal)15 BEFORE USE. Oesllyt valkl fa use only wBh M 109 conneclofs. this design Is based only upon paameten shown, and Is lot an IndIMc0.Ktl holding colnponant. not a Truss systern. Bolero use, tho txltding dosigner mtat vodly Iho WAlcctbllly of dusIgn pwcenot(n "K1 propwty Incorporoto 8ds design Into Iho ovonlll txadhU doslgn. 6ractng Indicated Is to rxevent txscldtng of Indlvklual Muss wob and/or chord motntxxs only. Addlllonal lemiwrary cod pormarent Ixacktg M iTek' Is always ioclut od fa skd)Qlty and to Ixevont co"m with possONe peaortfb ir*sy and properly danoW. for gerx ral guidance regarding the Iablicatbrk storage, do lvM, ofocllon and txactrtg of lnasos aril film sysleam sooAHSI/lPI I Quality Criteria, OSS-89 and SCSI BulldN Component 6904 Parke East Blvd. Safety Information avcDOAxo Mom Ines Plato InsllWte, 218 H. too Stroet. Sulto 312 Alexandda. VA 22.314. Tampa. FL 33610 Truse cuss ype y I ' T9093798jJob6469R061JHpGirder22JobReferents (optional) tsuuaers mrstsource, ramps, rranr t.try, rtorga -sseoo r.Mu s Apr iv zuto Nulex rnoustnes, Inc. woo Jut zu 11:44:1a zulo rage i ID:tEueaKU2YSR9t4BZZilYSCzElxD-Dssb9MYGxOTx4K3 cb7IOVIT21 memGp59cY41yw91_ 1-0.12 23.4 fr11.4 11.1-4 13-5.4 153.4 16.6.2 22.0.8 1 12 23 4 4 8-0 4.2-0 2 4-0 t • 10-0 3 2.14 3660 Sx8 = 2x4 If US = Scale . 1:40.5 3x8 II 2x4 II 3x4 = 2x4 II 3x8 II 6.11.4 I4 3d54 1.42 2261 a 4-8-0 2I-04 2 10 3223332 Plate Offsets (XY)-- 14:0.6.0.0-2.81,E 6.0.0.2-8,19:0-5-7.Edae),•(17:0-3-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Ven(LL) 0.21 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(fl-) 0.37 16.17 >716 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(TL) 0.26 9 We We BCDL 10.0 Code FBC2014/rP12007 Maldx-M) Weight: 237 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11.5 oc puffins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 17-18: 2x4 SP No.3, 3.13: 2x4 SP M 31, 12.14: 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0-5, Right 2x4 SP No.3 2-6-0 REACTIONS. (Ib/size) 9=1432/0-2-12, 2=1529/0.2.12 Max Horz 2=89(LC 8) Max Uplift9=-536(LC 9), 2=-597(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3.4=•3119/1263, 4.31=-3240/1275, 5.31_ 3240/1275, 5-32=-3240/1275, 6-32=-3240/1275, 6-7_ 2362/956, 7-e=-2280/890, 8-9=-793/302 BOT CHORD 2-18=-274/621, 17-18=-98/271, 3-17=-2165/830, 16.17=•l 104/2785, 16-33=-1114/2818. 15-33=-1114/2818, 15-34=-820/2244, 14-34=-820/2244, 13-14=-203/588, 11.12=-618/1656, 10.11=-721/1963, 9-10=-721/1963 WEBS 4.16=-198/653, 4-15=-287/635, 5.15=-379/307, 6-15=-470/1222, 11-13=-215/250, 7-11=-241/284 NOTES- (13) 1) 2-ply truss to be connected together with I Od (0.131'xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9.0 oc. Bottom chords connected as follows: 20 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - I row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise Indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=251t: Cat. 11; Exp B: Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9, 2. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=536. 2=597. 11) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Continued on oaae 2 Q WARNING • Vedir deslgn psramsfsrs and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M1067473 rev. 144131015 BEFORE USE. Do*jn vtlkl for use only with MlleM connectors. thisdesign Is bcaod only upon ""meters drown. arvJ Is for an fr oll0d pal building componont nor mi atnmsystorn. Before uso. the btAMV deslgnrx must verify Iho al4AlcaltAlty, of design pcxarn nolon vrxolY--dy Incogwfdte O* clt-*n Into tho ovorcll Ixldrtrl dr- JUn. 9lachV lindLolod B to prevent txaMVQ or Individual fruss web and/or chord members only. Additional temporary and lwtmcawnt lxaclnrl M iTek* R clways ( o lured $of stat)[llty, and to txeveni coltgx90 wllh tossIlAo forscxxf Inittry and Ixoporty, damage. For genefcl ouldatco tegaiding Into lcrixicoll . stotago. ctollvory. otucllun and Ixcrcing of trussas curl miss systems, arx:ANSI/TPI1 Quality Criteria. OSS-89 and &CSI Building Component 6904 Parke East Blvd Safety Information cwtlrable from lntss Plato InstiaAe. 218 N. Leo Sheet Sslte 312. Alexandria, VA 22314. Tampa. FL 33610 rues rues ype y T9093798 N69 R06 Girder------ Hip Gird 2 G Job Reference (optional) Budder FaetSoutea, Tatrpa. Pam city, Flalaa 33566 1.04u a NX le zu10 Mr tex Inausmes. alc. wrea Jul zu i4-q 10 za10 raga z ID:fEueaKU2YSR9f4BZLIYSCzElxD-Dssb9MYGxOTx4K3_cb7lOVIT2t memGp59cY41y"I- NOTES- (13) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 159 Ib up at 6.11.4, 76 lb down and 101 lb up at 9.0.0, 76 lb down and 101 lb up at 11-0-0, and 76 lb down and 101 lb up at 13-2-8, and 247 lb down and 265 lb up at 15-3-4 on top chord, and 378 Ib down and 199 lb up at 6.11.4, 56 lb down at 9.0.0. 56 lb down at 11-0-0, and 56 lb down at 13-2-8, and 300lb down and 115 lb up at 15-1-8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 13) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code! LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 18-23=-20, 14.17— 20, 12-19=-20 Concentrated Loads (Ib) Vert: 4=-64(B)6=-190(B)13= 300(B)16=-378(B)15=-44(B)5=-70(8)31=-70(B)32=-70(B)33=-44(8)34=-44(B) Q WARNING - Verily dedon P&Mneten and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE M8.7473 rev. 1403WIS BEFORE USE Dosltpl valid for use only w11h Mlell®connectols. IMS doslgl S btaed only upon txlrametors shown, crncl h lot an l ndtvkhxl txRding component, rat a Russ systorn. Butoto we. the Ixt dho dostgrler must vedfy Oa <y Icablity of <knign txncunotots and ptorxAy hlCogxxolo Olt <toslgn Into Iho ovotdl design. Mating Indicated Is to IxlcldN of wtvi fucf Inns wd cM/a enad membots only. Acic9flond lemlxxcay uxt petrnar*nf txa;tng M iTek' bticang rxovenl Is always teclWod tot staLally and to prevent eotlgxo wtlh posslAo personal lryuy c W property danage. ra generd gtddance togadEng Oa 6904 Parka East Blvdlatxkallon, sloraoo. dollvety, electlonarxl txacN of MdwsarW lnmsyslonm sooANSI/IPII Quality Criteria.OSS-69 and BCS18uRdingComponent Tampa, Ft. 33610salaryIMamallonavald>fo aom hum Hato InsOnde. 216 N. too Stroet, St/to 312. Mexarxlft VA 22314. J-ob TrUSS russ ype Te0e37e9 6449 R07 H1P ' 2 1 Job Reference(,plin.9 ouaaam reaaource, r aapa, rum Lay. rraraa :rso9a r.wu s npr re eum we i es mausmes. inc. wou jur" -:.+: r9 car9 rage r 1 O:f EueaKU2YS R9i4BZZrl YSCz ElxD-h2QzN izurKboi UdSAJeXxizetQPzNMSzKPLSbCyw9Hz t 0 t2 2.3 4 5.7.4 8-11.4 13.3.4 13• -4 17-7.2 22.0•B 1-0.12 2.3d 3.4-0 3-4-0 ' 4.4-0 0- -0 d•1.14 4-54 SCale a 1.40.6 5)a = 30 = 2x4 11 5 6 7 3x8 II 2x4 II 2x4 II 3x4 = 3x6 11 3x6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TPI2007 CSI. TC 0.95 BC 0.65 WB 0.38 Matrix-M) OEFL. In (loc) Udell Ud Ven(LL) 0.16 14-15 >999 240 Ven(TL) -0.42 14-15 >637 180 Horz(TL) 0.19 10 n/a n/a PLATES MT20 Weight: 121 lb GRIP 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc pudlns. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 15-16,7-12: 2x4 SP No.3 8-2-11 oc bracing: 14.15 WEBS 2x4 SP No.3 9.10-15 oc bracing: 10-11. SLIDER Lett 2x4 SP No.3 2.0.5, Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 10=790/0-2-12, 2=896/0.2.12 Max Horz 2= 1 08(LC 12) Max UpliftlO= l75(LC 13), 2- 215(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3.4=-1542/627, 4.5=-1249/497, 5-6=-1075/496, 6-7=-1019/478, 7.8=-1263/512, 8.9_ 1197/475, 9-10=-294/102 BOT CHORD 3-15=-1169/377, 14-15=-486/14l 1, 13.14=-261/1074, 7-13= 51/315, 10-11=-354/1036 WEBS 4.14=-406/263, 5.14=-76/418, 11.13=-351/1001 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.0psh h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exledor(2) zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10, 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=175, 2=215. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' Q WARNING • VWW dodtgn paramatan and READ NOTES ON TtOS AND INCLUOEO AltTEK REFERANCE PAGE M67472 rev. rate MIS BEFORE USE. Deskjn vakl fa tro orgy with Mllek®connoctom Msdesign Is based orgy ur»n (xrarnelem shown. and is for an kvJINdiKA building component. not a inns systorn. Before trio, the buBeang doslgner roust verity the egblxoablilly of design paanotafs and porwdy hreorporale, this design Into the overall blldng cosign. ®achg Indicated Is to pavent Ixrek11f1g of lrxJlvkW Imes web axJ/a chord members only. Addlior a lernpacryd pananncmwnl txockV MiTek' Is always required tar stability and to povont collgbse wOh possible personal rMay and pgberN damage. For goneral guidance regarding tho labrlcallm storage, delivery. erection and lxoci ng of tnrssas and Iaas systmns, sueANSI/TPI I Quality Criteria. OSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information Mailable from fnm Rate fruOMe. 218 N. I.00 Street. StAte 312, Alexandre. VA 22314. Tampa. 1. 33610 Job I ruse TrUSS Type uty ply T90939W 64.69 R09 HIP 2 1 Job Reference(optional) Bu9dere FealSourae. Tan". Plan) Cdy. Fbtlde 33566 7.640 a Apt 19 2016 MITak Ittdusltles. Ire. Wed Jul 20 14:44:17 2016 Page 1 ID:f EueaKU2YS Rei4 BZZilYSCzEfx D•9 E_La2ZW TdjIKeC N ktl8mTw6pAcjb6nl6ZT5f 7eywBHy 1134 1.012 234 67.4 10.11.4 It -4 19.6.4 17.7.2 22-09 1.0.12 234 a4.0 4.4-0 0• -0 2.2.0 1.1.14 4.6.6 0-2.0 Scale . 1:46.4 4x6 = 30 112 6 6.00 3x4 i 4 3x4 7 3x4 8 3 2 t 1 14 13 6xa 12I2x4113x8 = 34 5x6 if 3x8 if 2x4 II 20 II 3x4 = Us II 2-3-4 6.7J 11.1.4 13.5.4 17.7.2 22-0.8 2-3-4 4.4-0 4-6-0 24.0 14 4-5-6 Plate Offsets (Y Y)-• f3:0.3-12.0-1.81.112:0-5.8.0.4-OI.f15:0-3.0.0.1-81 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ven(LL) 0.17 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(rL) -0.33 14-15 >801 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.19 9 n/a rda BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 127 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. 15. 16,6.11: 2x4 SP No.3 WEBS 2x4 SP No 3 SLIDER Left 2x4 SP No.2 2.0-5, Right 2x4 SP No.3 2-6-0 REACTIONS. ( lb/size) 9=791/0-2-12.2=898/0.2-12 Max Horz2=127(LC 12) Max Upllit9=-192(LC 13). 2=-235(LC 12) FORCES. ( lb) • Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3.4=-15481606, 4.5_ 1038/457, 5-6=-998/472, 6-7=-1324/550, 7-8=-1194/485, 8- 9=-288/101 BOT CHORD 2-16=-118/291, 3-15- 1094/335. 14-15=-451/1385, 13-14=-451/1385, 12.13=-327/1158, 6. 12=•116/386, 9.10=-362/1032 WEBS 4.13_ 592J306, 6.13=-512/253, 10-12=-366/1008, 5-13=-279/695, 4.14=0/261 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsl; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS ( envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 9=192, 2= 235. 7)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design o1 this truss. 8) ' This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily deefgn parasttetea and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 mv. Idil"M1S BEFORE USE. Desk/ 1 vcdkl lot use only wllh Mllek®conneclors. Ihls desIM Is Ixaed only upon parcrmelors shown. and Is for an kKgvkkKtl Ixtk9rlg comp anent. r101 a Inca system. Before use. the lxr9c8r1g dosloner rnusl vedly lite cltxxlecrblity of closlun precut wlots aril lxopedy incortxxale INs design Into lho overdl Ixtlldfrlg design. Bracing Indicated Is to pxovonl bucId rip of kKlNkfufi truss web and/ot chord metnlxxs only. AcUdorlcd lempotcxy aril pertnarlerlt Ixacing M iTek' Is always tecltkod for sta11011y and to Ixovenl cdlapso with txxaaxo personci fr1Aay aW properly dranogo. For general gulckince regarding the IatxIcblkxL slaago. delivery. erection cvKI bracing of trusses and truss syslems, sooANSI/TPI l Quality Cdtarla, OSS-89 and SCSI Building Component 6904 Parke East Blvd safety Inlarmadon avalkdxo from Irtas Plato Insdrtdo. 218 N. too Street. Stdto 312. AlexcMda VA 22314. Tampa. FL 33610 Job I FUSS fUSB yple oty ply T 64-0 R09 HQ 2 1 Job Reference (optional) 9093801 Bulslefa FkpSOtnce. Tampa, Plam City, Fbnda 335ti6 7.640 a Apt lO 2015 MR/K IIg16111011, Inc. W as J01 20 14:44:17 2016 "06 1 ID:tEueaKU2YSR9i4 BZZI1YSCzEIx D-9 E_La2Z W TdifKeCNk09mTw6pAg1b6nl6ZT5f 7eyw9Hy 11.3.4 1.0.12 2.34 &74 10.11.4 11 - 13•S4 177•2 10•8 1•P 12 2S4 4.4.0 1-4-0 0• - 2.2.0 4.1.14 4-S•6 0-2.0 Scale - 1:46.5 4x6 = 3x8 II 2x4 II 20 II 30 = 3x6 II LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 'Except' 15-16.6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.2 2.0.5, Right 2x4 SP No.3 2.6.0 REACTIONS. (lb/size) 9=791/0-2-12, 2=898/0.2.12 Max Horz2=128(LC 12) Max Uplift9=-192(LC 13). 2=-235(LC 12) CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TC 0.91 VerI(LL) 0.1714.15 >999 240 MT20 244/190 BC 0.88 Ven(TL)-0.3314.15 >800 180 we 0.38 Horz(rL) 0.19 9 n/a We Matrix-M) Weight: 127 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1548/606, 4-5=-1034/456, 5.6=-997/473, 6-7=-1324/550, 7-8=-1194/485, 8-9=-288/101 BOT CHORD 2.16=-117/291, 3.15=-1094/335, 14-15=-451/1385, 13-14=-451/1385, 12.13=-327/1158, 6.12=-1161386, 9-10=-362J1032 WEBS 4-13=-600/311, 6.13=-525/259, 10.12=-366/1008, 5.13=-286/710, 4-14=0/261 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=2511: Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 9=192. 2=235. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' Q WARNING - Verily design panmaters and READ NOTES ON THIS ANO INCLUOEO MITEK REFERANCE PAGE MO.7473 rev. I M MOiS BEFORE USE. Design valkl for use orgy wpm Mllck®conneclors. RUs doslgn Is Ixaod only upon pataneten shown, and B rot an Wividual txddng component, not o Irtas systern. Bolote uso. Ile txdk*V designot mtat vodty tto c4XxkatAlty of design pxxanetors and plop edy incotpowle Ihb design Into Ito overall txlc&tg design. Bacing OK9cated Is to prevonl txtcakng or kyllvkkx9 Oust web anti/oI chord memtots only. Adr9tlonal lemporary and p ofmanenl bracing Welk' 6 always requited fa StatAlty and to prevent collapso wllh postBre personal tryuy and property ckmago. For genetal guidanco iegadho Inn kaxicalbn. slotago. dollvery, otoctbn aKI traclrng or tttrsses and Inrss systems. sooANSI/1PI1 Quality Criteria, OSS-89 and BCSI Building Component 6904 Parka East Bard. Safety Irdormatlon ovallatslo Oom bust Plato Institute. 218 N. Lee Stioel, Suite 312. AlexandtkL VA 22314. Tampa, FL 33610 Job russ runs ype ty 64-69 Rio Common 4 1 Job Reference (optional)T9093802 Builders " Sniource. tanpa, rtam %;ay. fronds Srbbb r.-. a np....... mn...rwus.w.. mc. v-4-N .....o cv.. V.V. . ID: IEueaKU2YSR9i4BZZ11 YSCzElxD-eRYjoOa8DxrW xonZljg?07i7yE8brl?Gn7gC14yw9Hx 1 0.12 5•S6 11.1.4 16.5.2 22.0.8 1- 0 12 S•8-8 5-4-14 5-3-14 5-76 Scale . 1:40.9 4x6 = 3x4 = 3x4 = 30 = ' ' " 7. 6.5 14.7.3 22.0.8 7A. 4 ' 7.1.1.1 7-5-S Plate Offsets (XY)-- 12:0-4-7.E4gel 18:0.5-7.Edgel LOADING ( psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ven(LL) 0.10 9-11 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Ven(TL) 0.20 9.11 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 111 lb FT = 20°b LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 SLIDER Left 20 SP No.3 3.1.12, Right 2x4 SP No.3 3-1-11 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11.1 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-7.12 oc bracing. REACTIONS. ( lb/size) 8=814/0-2-12, 2=874/0.2.12 Max Horz2=119(LC 16) Max Up1lft8=-193(LC 13). 2=-227(LC 12) FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1299/513, 3-4=-1182/528. 4.5=-1155/535, 5-6=-1132/526, 6.7=•1215/522, 7- 8=-1282/506 BOT CHORD 2.11=-368/1086, 11-12-160(761, 10-12=-160/761, 10-13=-160/761, 9-13=-160/761, 8. 9=-359/1062 WEBS 4.11- 251/253, 5-11=-157/428, 5.9=•146/408 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpf=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsl. 5) Provide mechanical connection (by others) of truss ib bearing plate at joint(s) 8, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=193, 2= 227. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) ' Tiffs manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vedly deelpn parameter; end READ NOTES ON THIS AND INCLUDED Mn'EK REFERANCE PAGE mn-7479 rev. Ia02,W lS BEFORE USE. Design Valk lot use only wllh fAlokS connoclom 9ds cleslpn Is Ixtsod only upon Mornolors shown. and Is lot an trxBtAthxa Ixtldlrig col nponeni. not a htas systoin. Befao me. the txacAM closignei must voilN tho cgXAlccd)llty of do*jn Ixxarnetors and tpot IxopedyIncoaloIh6 Uoslpn Into tho ovorall txAdltlg dostgn. Hocing Inc11ooted Is to budding of In WJ KA truss web and/or crtad members only. Addlloncd lernlxxaty oW permanent txoctng M iTek' Ixovenlb otways tocit4ed for sk"I y and to lxovenl collcitze wtIh twss811e potsonat hkay and Ixoperty cianago. For general guiclalce tegadhng the 6904 Parka East Blvd kaxlcollon. stotago. clollvery. otoclion cxKI bracing of htnm arxf Into systems, KPOANSI/IPI I Quality Cdtedo. DSB-89 and SCSI Wilding Component Tampa. FL 33610 SafetyImarmationovallableaomhtasMotonsllhdo. 218 N. Leo Strool, Sulle 312. Alexctmi t VA 22314. o ruse ruse Type ty T9093803 M." R11 Had Hip 2 F 1 Job Reference tonal auditors Ffrslswca. Tampa. Plant City. Fbrlaa 33W r.We a Apt ltl W lb MI,Ox inu=naa. Inc. wee m ku 14 " w z o raga 1 ID:f EueaKU2YSR914BZZilYSCzEtxD-6d56?Ibrt_FzNZxMmrRBEZLBGbePGegtPOnelCXyw9Hw 1-0.12 6.7.6 12.11.4 17.4.2 220E 1-0-12 6.7.6 6.3-14 4.4.14 4-&6 4x6 = 30 = 2x4 II 34 11 e 2x4 11 3x4 = 3x8 = 3x4 = Scale . 1:45.1 6.7.6 6.3.14 9.1-4 Plate Offsets (XY)_ 2:0( 4-7,Edge) LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.25 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.52 8-9 >508 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(rL) 0.04 8 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 134 lb FT = 2041, LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.3.0 oc pudins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-1 oc bracing. SLIDER Left 2x4 SP No.3 3-7-13 WEBS 1 Row at midpt 6-8 REACTIONS. (Ib/size) 8=809/0.2.12, 2=869/0.2.12 Max Horz 2=309(LC 12) Max Uplifl8=-224(LC 9), 2=-21 O(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1278/370, 3.4=-1142/387, 4-5=-806(259, 5.6=-648/288 BOT CHORD 2.11=-571/1065, 10.11=-571/1065, 9-10=-571/1065, 9-12=-205/424, 12-13=-205/424, 8.13- 205/424 WEBS 4.9=•482/323, 6-9=-158/425, 6.8=-749/375 NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2pst; BCDL=6.Opsf; h=25ft; Cat. If: Exp B; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = I0.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=224. 2=210. 7) "Semi -rigid pitchbreaks with fixed heels' Member and fixity model was used In the analysis and design of this truss. 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as relerenced by the building code.' AL WARNING - Vetlly design paramatere and READ NOTES ON THIS AND INCLUDED flt/TEK REFERANCE PAGE M9.7473 rev. 10/100016 BEFORE USE. Design vdkl rot ttse only wtih MIlok* connector Itls desIM b based only upon paramolets shown. and Is lot an kylly du l "dkV component. rot a law system. Before tao, the IxAdhg designer roust verify the ctpplkc rAlty of ckl9grn Ixaalnetors and Inopedy incorpoloto this doslgn Into the overall txAdbV deslgn. Wacing Indicated Is to Ixrclaing of IrxlMdtal truss web and/or chord man ibets only. Addttonal temporary and permanent txact ng Welk' ptovent h always required for sfcd) lily and to prevent collapse wlln possSpb pensorwl Ylllry and rAopody damage. For General g ldo nce regac9ng the fabrication storage. dadlvery, otoctlon and Lxoctng of lRa m aril truss systems sooANSI/1PI I Cuatity Criteria, OSS-69 and SCSI BuOding Component 6904 Plate East Blvd. Safety Information available from Inm Rate lr%Mlfrrie. 218 N. Lee Street. Stile 312. Alexarxfda, VA 22314. Tampa. FL 33610 Job Truss fUS3 ype , oty Fly T9093804 64-69 Al2 Noa Hip 2 t Job Reference (optirxtaD tsuadam hatl5ource. 1ampa. plant Gay, 1-lance 33565 r.64u a w la zut6 raIex Inaualrms. Inc. woo Jul zu r4:44:1Y zwo rage i I D: tEueaKU2YSRBi4 BZZil YSCzE lxD-6d567kbrt_FzNZxMmr R BEZLSFMeTJahOPonalCXyW9Hw r1 0" 7.7-6 14.1 1.4 22-06 1-0.12 7-76 7.3.14 7.1.4 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 4-2-9 REACTIONS. (Ib/size) 8=809/0.2-12, 2=869/0.2-12 Max Horz 2=353(LC 12) Max Uplifl8=-211(LC 9). 2=-209(LC 12) Site = 600 F172 20 II 3x4 = 3x4 = 20 11 Seale: 1/4'-1' 3x4 = CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.55 Vert(LL) -0.08 8-9 >999 240 MT20 244/190 SC 0.54 Vert(rL) -0.17 8-9 >999 180 W B 0.42 HOrz(TL) 0.04 8 n/a rVa Matrix) Weight: 132 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.2.4 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing. WEBS 1 Row at midpi 7-8, 4-9, 6-8 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1249/323, 3.4=-1093/342, 4-5=-666/171, 5.6=-572/196 BOT CHORD 2.11=-568/1035, 10-11=-568/1035, 9.10=-568/1035, 9.12=-246/520, 8-12=-246/520 WEBS 4-11=0/303, 4.9=-601/371, 6.9=-64/521, 6-8- 765/364 NOTES- (8) 1) Wind: ASCE 7.10; Vutt=139mph (3-second gust) Vasd=108mph: TCDL=4.2pst; BCDL=6.Opsl; h=251t; Cal. II; Exp B; Encl.. GCPI=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grlp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 8=211, 2=209. 7) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - VaAry dadgn Parartteten and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M/F7473 rev. IMMIS BEFORE USE. 1 vdkd lot use only wtm WOW Corvwctors. this de*p is bawd only rq»n 1>ararnolers shown. an<t Is lot an hdMcW txd<Wt0 comrxxwnL nor a truss sysrorn. Before uso. Ina Ixdk&V designer roust verity Ito <Wlccdlllly or desllpt rxttcenutors arld rxorxxly Incorporate this deslan Into the overall Ixgdrvj ckr4n. ®achg InclicokKi Is to pevent txtckltng of Ir WJLKd IrtrA wob aril/ot ctwrd nlombots only. Addtlorxl totnporary and rwrrnonent txaclrlg WOW It always togtGod far stability and to Ixevenl collgtse with pouUe rxxsond tlpay and Ixorxtrly <kan000. For oeneral gtdcknce regarding Iho labrldallom slotctgo. c Wltvory. eroctbn and txcickV of mtaos and Intss systems. soeANSI/FPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information owikalte from lurss Rate frislllulo. 218 N. too Street. Stdlo 312. Alexarxlrlo. VA 2'L314. Tampa. FL 33610 Job russ Truss Type oty ply T009380S 64.69 R13 Hall Hip 2 1 Job Reference Gonad nunaars rfslsoutce, lampa, t•1*m usy, rlanaa jamm i.b4u * Apt 1v zwo MIRK Inaustrles. Inc. WOO JYI2u 1444-ZU ZUIU rage 1 I D:fEueaKU2YSR9i48ZZilYSC2ElxD•apfUC4cPIY5085xyP6iT5YkTe2nOJ4DZFOJJkzywBHv A-0-12 5.101 11.4.11 16.11.4 22-08 I 12 5.101 5.6.9 56-9 5-1-4 4x6 = 3x4 = Scale. 1:53.1 6.00 F12 3x4 = 3x6 = 3x8 = 2x4 II LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 7.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 ' Rep Stress Incr YES W B 0.69 SCOL 10.0 Code FBC2014/TP12007 Matrix) DEFL. In (loc) Well Ud PLATES GRIP Vert(LL)-0.1410-12 >999 240 MT20 244/190 Ven(TL)-0.3010-12 >881 180 Horz(TL) 0.03 9 n/a We LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORO SLIDER Left 20 SP No.3 3-2-11 WEBS REACTIONS. (lb/slze) 9=809/0.2.12, 2=869/0-2-12 Max Horz 2=397(LC 12) Max Uplift9=-255(LC 12), 2=-202(LC 12) Max Grav9=822(LC 2), 2=869(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1271/332, 3-4=-1151/345, 4.5=-1077/288, 5.6=-954/299, 6.7=-477/139, 7-8=-359/174, 8.9=-777/397 BOT CHORD 2.12=-638/1062, 12.13=•424/745, 11.13=-424/745, 11-14=-424/745, 10-14=-424/745 WEBS 4.12_ 235/260, 6.12- 101/442, 6-10=-563/363, 8-10- 359/743 Weight: 143 lb FT = 20% Structural wood sheathing directly applied or 5-4-8 oc purlins, except and verticals. Rigid ceiling directly applied or 7-3-8 oc bracing. 1 Row at midpt 8-9, 6-10, 7.10 NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.0psf: h=2511; Cat. II; Exp B; Encl.. GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load o1 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I0.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate at )olnt(s) 9, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 9=255. 2=202. 7) 'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily datlpn parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M -7d73 rev. IN030015 BEFORE USE. Design vWkd tot tw only with WoM con eclors. Ms desl(/1 Is based only utnn pat melers atlovrti and is tot an Individual 1u1Wng component not a buss system. Beloto use. the tAdk tU deskinot must verily lho a l)plica>b/Ily of de*p Ixxomotors and ptopetly Incottaxate this d Wgn Into trio ovorall Ix1aln(t design. (Macho Indicated Is to prevent rA#cldlrlg of tndlvkhad truss web and/ot clxxd members only. Additional temporary and petnlawnl txocVo M iTek' is always re(*Jred too statAlly and to prevent collapse with pos2)io pasond Inf ury and Iroperry damage. rot geneod guidance regadltng the, klxlcatbn sloroge, delivery, otection and txacho of Kam and taas systems. soeANSI/TPI I Quality Criteria. OSS-89 and SCSI Building Component 6904 Pork* East Blvd. Safely Inlonatlon ata0alxo aorn Buss Plato trulMo. 218 N. Lee Stivat. Sulto 312. Aloxaxdda. VA 22314. Tanya. FL 33610 o ruse truss type ty Pry T9093806 64.69 Rla Hed Hip 2 1I Job Reference (optional) Hungers mxsfaoume, Tampa, ram Lay, mango xuoo r.wv a npr nr cvro mn ex mausnro, mc. wev aw cv +++:cv cvw vg• , I D:tEusaKU2YSR9i4BZZr1YSCz EIxD-ap1UC4c PIY5DB5xyP8rT5YkSN2dJ3EZFOJJkzyw9Hv 6-53 12.6.13 18.8.8 21.9-12 6-5-3 6-1-11 6.1-11 3I. 4x6 = 3x4 = 6.00 F12 Sx8 it 9 a 3x4 = 30 = Still = 2x4 11 9.6-0 18.8-a 21.9.12 a.n-n a-9-t1 3-I.4 Scale . I :5e.s Plate Offsets (Y Y)_11:0-5-13,Edgel LOADING (psi) SPACING- 2-0.0 CSI. OEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) 0.24 9-11 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Ven(TL) 0.46 9-11 560 180 BCLL 0.0 ' Rep Stress Incr YES WO 0.76 HOfz(TL) 0.03 8 n/a We BCDL 10.0 Code FBC2014/fP12007 Matrix) Weight: 151 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD SLIDER Left 2x6 SP No.2 3.7-4 WEBS REACTIONS. (Ib/slze) 8=802/0.2.12, 1=802/Mechanical Max Horz 1=436(LC 12) Max Uplift8=-304(LC 12), 1=-154(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.2=•1207/274, 2-3=-1074/289, 3-4=-993/228, 4.5=-857/240, 5.6_ 327/56, 7-8=-810/395 BOT CHORD 1-11=-626/999, 11.12=-384/646, 10.12=-384/646, 10-13- 384/646, 9-13=-384/646 WEBS 3.11=-266/294, 5.11=-121/490, 5-9=-632/408, 7-9=-376/792 Structural wood sheathing directly applied or 5-5.14 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0.0 oc bracing. 1 Row at midpt 7.8, 5.9, 6.9 NOTES- (9) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=25ft; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exlerior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opst. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=304, 1=154. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9)'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWG • Vitrify destpn pammetere and READ NOTES ON THIS AND WCLUDED MfTEK REFERANCE PAGE MO. Tg3 rev. 10N34015 BEFORE USE. Design wild lot use orgy wtlh Mllek® conncclots. 111ft dosign Is Ixaed only upon parameters Yawn. avid Is for cn kxihMAO building component, not a ftsm system. Scrota t1w. Iho txOcing dosignot roust verify the appdcatAlty of design ptranators and ptopotly InnC01MOte this dosldn Into Iho ovotall txJdrlg design. Bracing IrWlcotod Is to ptevanf btscaing of Indlval ul tom wob and/or ctatd manbots only A:kli iatrd lornpa<ay oral petmarant Ixcring M iTek' Is alwcM tec"ad lot statAlfy cW to p>tevent Collttlx:o vAth possible personal tryuy anal ptopony damage. for general gtddanco ropadrlg Rho ic"Icallon, stotngo. ckdtvory, erection cttxl bracing of IRmas and tom systotnt seeANSI/TPI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Tarrpa, FL 33610SafetyInformationaallablefromInmPlato "tuto, 218 N. toe Street, Stdte 312, Alexmdskt VA 22314. Job I russ Truss Type ty Ply TOOM07 64.69 R15 ROOF TRUSS 2 1 Job Reference (optional) Builders FifslSoutce, Tamps, Pterd City. Fonda 33566 7 640 6 Apt le 2015 eN IeK MOUSlttee. Inc. W ea JUI10 14 44 21 2U16 I•age 1 ID:fEueaKU2YSR9i4BZZilYSCzEIxD-2ODSOOd 1 W sD4oFW 6zsEiemHdlR9x2V5iU43sGPyw9Hu 4 6 6 7.1.3 9.2.12 13d$ 17 6.4 20 B e 21.9.12 4•S•6 2 4-12 2.1-9 4-1-12 4.1.12 3.2.4 171-4 4x6 = 4x6 = Scale . 1:67.9 annFI-7 6 7 4x6 = 2x4 11 4x6 = 20 II LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.16 9-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Ven(TL) -0.35 9-10 >735 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.04 8 FUa Flla SCDL 10.0 Code FBC2014lrP12007 Matrix) Attic -0.11 9-10 934 360 Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc puffins, except BOT CHORD 2x6 SP No.2 'Except' end verticals 8-11: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3'Except* WEBS 1 Row at midpt 8-13 2.13.2x4 SP M 31 JOINTS 1 Brace at Jt(s): 13, 14 REACTIONS. (lb/size) 8=1156/0-2.12, 1=1070/Mechanical Max Horz 1=473(LC 12) Max Uplitt8=-102(LC 12) Max Grav8=1354(LC 2). 1=1153(LC 2) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2_ 1945/0, 2-3=-389/0, 3-4=-344/33, 4-5=-339/449, 5.6_ 195/369, 6-7=-152/332, 7-8=-107/286 BOT CHORD 1-11- 268/1620, 10.11=-268/1620, 9-10=-268/1620, 8-9- 265/1622 WEBS 9.13=0/780, 5.13=-451/246, 10-12=0/555, 2-12=-1430/358, 12.14=-1456/349, 13-14=-1458/349, 8-13=-2369/386, 7-13=-600/275, 4-14=0/307, 4-13=-547/87 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsh h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exleffor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 1-2, 2.4, 4.5, 5.6, 2.12, 12.14, 13-14; Wall dead load (9.Opsf) on member(s).5.13, 10.12 7) Bottom chord live load (40 0 pst) and additional bottom chord dead load (10.0 psl) applied only to room. 9-10 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate at loint(s) 8. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=102. 11)'Semi-rigid pilchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily deNpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. I&MOIS BEFORE USE. Design valid tot use only wllh Mllek®connectots. INs design Is txr"J only upon pcxamelers shown. and Is lot an a dhtid al txrYcling component. nor o truss systarn Before ttso. the bulking designer must verity Ire aWiccilAlty of de-Jgn W.Narnetors awl properly Irteorpaale this design Into the overall M®dhU design. Bracing Inc.9caled is to Ixickling or Inx1fMwA truss web and/or chord members only. Acldllonal lemporary and rxtnnanent txacfrng M iTek' prevent Is always ieclrtred tot statrloty and to prevent collopse wllh ix>ASxe personal fr1My and ixoperty damago. Fot genetal gtldance togadfrng the kbrk:albn. storage. delivery. oroctkxn and bracing of Iruwas and farss systems, swANSI/TPI I Quality Criteria. OSS•69 and SCSI Building Component 6904 Parke East Blvd Tanya. FL 33610SafetyInformationovtllalAofrombussRateInstitute. 218 N. Lee Street. Stlle 312. Alexandria. VA 22314. Job Ipuss ype ply r90e3e0e 64. 0 RI 1:1,0: TRUSS 2 1 Job Reference(optional) tsua bets restuource, lartpa, plant Giy, 1-lonaa 33555 12 s Apr IV Ze16 NUpen rnaUSirles, inc. woo Jut zu 14:44'zz zule rope 1 ID:fEusaKU2YSR9i4BZZtIYSCzElxD-WCnEdldfHALxOP5KXZbcAzpp5rWAnz8r1ko0otyw9 it 9-2-12 13.4.8 17-6.4 21.9.12 9.2.12 4-1.12 4.1-12 4-3-8 Scale - 1:69.5 3x8 II 4x6 = 2x4 11 4"6 3x4 = 2x4 11 9.2.12 17.6.4 i 21-%2 9-2.12 a-3-a 4.3 Plate Offsets (X Y)-- 1:0.2-10.0-0.81.(1:Ed a 0.2.7(7:0-2-15.0-2-01,113:0-4-0.0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.34 9.10 >760 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(rL) 0.03 8 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Attic -0.11 9-10 916 360 Weight: 190lb FT = 20°t, LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 'Except' 8-11: 2x6 SP M 26 BOT CHORD WEBS 20 SP N0.3 'Except' WEBS 3.13: 2x4 SP M 31 JOINTS SLIDER Left 2x4 SP No.3 2.6-0 REACTIONS. (Ib/size) 8=1072/0.2.12, 1=1028/Mechanical Max Harz 1=477(LC 12) Max Uplitl8=-180(LC 12) Max Grav8=1271(LC 2), 1=1111(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-999/0, 2.3=-1697/0, 3.4= 367/23, 4-5_ 342/52, 5-6=-371/417, 6-7=-240/388, 7-8=-100/269 BOT CHORD 1-11=-318/1518, 10-11=-318/1518, 9.10=-318/1518, 8-9=-315/1520 WEBS 10.12=0/528, 9.13=0/785, 6-13=-336/242, 8.13=-2221/460, 3-12=-1324/380, 12.14=-1349/371. 13-14_ 1351/371, 7-13=-608/316, 5-14=0/295, 5-13=-530/138 Structural wood sheathing directly applied or 5-3-6 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at mldpi 8-13 1 Brace at Jt(s): 13, 14 NOTES- (11) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t: Cat. It: Exp B: Encl.. GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 4) Ceiling dead load (5.0 psf) on member(s). 1.16, 3.16, 3.12. 12-14, 13-14: Wall dead load (9.0psf) on member(s).10.12, 6-13 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 9.10 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at )olnt(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except (It=lb) 8=180. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 11) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING . Verily design parxmeten and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE un.7473 rev. 1&03M15 BEFORE USE. Dakm vdkJ lot use only VAth IvalekO COMOClaS. n* deskin Is based orgy (4)onJXWCwnelefs Yawn, and Is for an InciNkl tal btAdlrlg component, no a truss sysioru. Boloto use. 9e txAcIng dosigret must vodry, Ile atKA CCiAlly, of elosWn txnarnolois and popetly Incoff)"oto Inds design Into the ovetdl txAcing doslgn. Blocing lixlicalod is to povonl lxtcidlrlg or IrK]WJ(Kd cuss web arxJ/a chord ulernlxxs only. Acklllonxd fornlxxory crld perrnanoni lxaCVQ M iTek' E always tecµtkod (et stability and to pevenl Coilgxo wllh p sfa)le personal InW and pofxxfy ckirnago. lot General gtddcnce regarclino the stotago, dailmy, etectionl arKf Ixacklg of tntaas and ftuss sysloms. sooANSI/1PI I Quality Cdt*da. OS8-69 and SCSI Wilding Component 6904 Parke East Blvdfabticallon Safety information avaACAAo horn Irtm Plato trullfute. 218 N. Lee Slreot. Stile 312. Alexandra, VA 22314. Tanya, fL 33610 Job ruse truss type ,oty Fly T9093809 64.69 JR17 ROOF TRUSS 2 t Job Reference(optional) Buddets FactSoutce. Tanpa. Plarn Goy. Fbnda 33566 7.640 a Apt 19 2016 NhTek Indusities. Inc. Wed Jul 20 14 44 22 2016 Page 1 ID:fEueaKU2YSR9i4BZZilYSCzElxO-WCnEdldfHALxOP5KXZkAzppurW 7nzStiko0oryw8Ht 9.2.12 1 13.4.8 17$d 21 e e 2t -12 9.2.12 ' 4.1.12 4.1.12 4.2.4 O -4 Scale . 1:67.5 06 = 2x4 11 4x6 = M= 20 II LOADING (psf) TCLL 20.0 TCOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.34 BC 0.41 W S 0.73 Matrix-M) DEFL. in Vert(LL) -0.16 Ven(rL) -0.35 Horz(rL) 0.03 Attic -0.11 loc) Well Ud 8-9 >999 240 8.9 >753 180 7 n/a n1a 8-9 904 360 PLATES GRIP MT20 244/190 Weight: 187lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc puffins, except BOT CHORD 2x6 SP No.2 'Except' end verticals. 7.10: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except' WEBS 1 Row at mldpt 7.12 2-12: 2x4 SP M 31 JOINTS 1 Brace at Jt(s): 12, 13 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/slze) 7=1075/0.2.12, 1=1031/Mechanical Max Horz 1=479(LC 12) Max Uplilt7=-180(LC 12) Max Grav7=1274(LC 2), 1=1113(LC 2) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1817/0, 2.3- 359/33, 3.4=-348/62, 4.5=-372/426, 5-6=-241/396, 6.7=-101/277 BOT CHORD 1-10=-320/1530, 9-10=-320/1530, 8-9=-320/1530, 7-8=-317/1532 WEBS 9.11=0/522,4.12=-519/132,8.12=01788, 5-12=-3391243, 7.12=-2240/462, 2.11=-1354/388, 11.13_ 1378/379, 12.13=-1380/379, 4-13=0/294, 6-12=-622/317 NOTES- (11) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: TCOL=4.2psf; BCDL=6.0psl: h=25fl; Cal. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will fit between the bottom chord and any other members. 4) Ceiling dead load (5.0 psf) on member(s). 1-15, 2.15, 2.11, 11.13, 12.13; Wall dead load (9.0psf) on member(s).9.11, 5.12 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 8.9 6) Refer to girder(s) lot truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at jolnt(s) 7. 8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except (jt=Ib) 7=180. 9) 'Semi -rigid pltchbreaks With fixed heels' Member and fixity model was used in the analysis and design of this truss. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 11) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.- Q WARNWO • Vedly design parameters and READ NOTES ON THIS AND INCLUDED NIrEK REFERANCE PACE N11.7473 rev. 140Y1016 BEFORE USE Dc-s1.1 undid for use only wim Mllek0 conrlecfors. this do&Vi Is Wised orgy upon p samotefs shown. cod Is lot on kWMckKA lxAcllrl0 comlxxwnt not a fines sysfern. Beloro uso. Ih o txAlclrvj daslprlor roust vorlty Iho %plk:citAlty, of ckzW pcxcarwtofs and ptopoily hcofpoiato S1h doslgn Into the ovoicll txldlrlg design. Biachg Indlcaled is to proven) txtcaUlg of WKnvkfu01 buss wob and/ot chord rnOmbets only. Adcltlorol tefnWtcny cod perrnanenl hrachg MiTek' Is alwcsys i"Arod lot stallWry, and to txovonl collgx a with poss8llo parsorot hliaY and 1xopOffy damage. Fa genetal gtldalce iogarchlp the Icdxk:atkxL sl(xopo, clotivery. eractlon aW IxactiV of frtmos rind Miss syslalns, s00ANS1/fPl I Quality Walla. OSS-89 and SCSI Building Component 004 Parke East Blvd. Safety Infotmalon avdkt)le liom Irtm Hate hsdMe. 218 N. Lee Skeet. StLo 312, Alexon lft VA 22314. Tattoo. FL 33610 fuss runs ype typly T9093810IJob64.69 Me HaS Hip 2 1 Job Reference (optional) cumam rxsmoume. tarp,, ram ffy, rturwa ,uaoo w V •• r ID:(EueaKU2YSR9148ZZilYSCzEIxO_OLcr5eH2TTo2Zgx4HGAiBMxLFg1WUl?xOYzLIyw9Hs 7-4-7 14.5.5 t8$6 21.9.12 7-4-7 70.15 5.33 3x6 = 3x4 II Scale . 1:62.1 64o 3x8 II 2x4 II 3x4 = 3x4 = Sx6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.55 BC 0.56 WB 0.45 Matrix-M) DEFL. In Vert(LL) -0.10 Ven(TL) -0.22 Horz(rL) 0.04 roc) Udefl Ud 8-9 >999 240 8.9 >999 180 8 Na rJa PLATES GRIP MT20 2441190 Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7.3.9 oc bracing. SLIDER Left 20 SP No.3 2.6.0 WEBS 1 Row at midpt 7.8, 3-9, 5-8 REACTIONS. (lb/size) 8=802/0-2-12, 1=802/Mechanical Max Horz 1=436(LC 12) Max Uplift8=-331(LC 12). 1=-146(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 365/0, 2.3=-1107/241. 3-4=-693/88, 4.5=-539/112 BOT CHORD 1.11=-595/990, 10-11=-595/990, 9.10=-595/990, 9-16=-306/549, 8-16=-306/549 WEBS 3-11=0/270, 3.9=-513/336, 5-9=-68/507, 5-e=-786/437 NOTES- (10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpf=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will tit between the bottom chord and any othet members, with BCDL = IO.Opsf. 6) Reler to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except QI=lb) 8=331, 1=146. 9) -Semi-rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNWO • V*dty dodpn paamef4n and READ NOTES ON THIS AND WCLUDED WEK REFERANCE PAQE mu-7473 rev. 101OW016 BEFORE USE. Do*j n wlkl for Use only VAIN MIIok61 connectors. R* deslon Is based only upon pmamalers shown. and is la an Individual Ixtkling cornponont. nol a Itus systarn. Beloto use. the building dosigrnof must v(jdN llw appllcabllty, of design "ametels and prolxxty i ncoormalo 0* design Into Iho ovoldl Bracing Indicated Is to bucatng of Individual trim web and/of chard members orgy. Addllona Iom"afy and Ixxmanonf Ixacing M iTek' ding design. rxovent is always togthed for sklAlly and to pfovent conalm vAlh Iosd)te personal Oylry and property dart,ago. Fa genet, guidance fogadlM rho lcilxic-atim slor000. delivery, efecllon and btaci ng of Inures and trim systems, sooANSI/TPI I Gua9ty, Criteria, OS8-69 and SCSI Wilding Component 6904 Parke East Blvd. Safety Intotmallon avdk9xe from truss Nate InsSade. 218 N. too Skeet. Suile 312. Aloxand0a VA 22314. Tampa. FL 33610 I cuss I fuss I ype uty Fly 790938ttjJob64.69 R19 Had Hip 2 1 Job Reference(optional) eurtasta F06150NCa, Tampa. Marx Gay, F WM Tl5fiti """ a Apr lr [YIa Mr lax Ir 1165, as. WM" [ I4:M:L4 "19 raga 1 I D:fEueaKU2YSR9i4BZZt1YSCzElxO-Sbv72R1vpncffiFie_nPGOu82f7zFtxBA2HW tkyw9Hr 6.1.3 11.10.13 176E 21-8.12 6.13 5-9•tt 5.9.11 4.1 4 06 = 3x4 = Scale. 1:55.9 6.00 12 3x8 II 3x4 = 3x6 = 3x8 = 20 II LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CSI. TC 0.36 BC 0.70 WB 0.71 Matnx-M) DEFL. In Ven(LL) -0.19 Ven(fl-) -0.38 Horz(rL) 0.03 loc) Vdefl Ud 9-11 >999 240 9-11 >684 180 8 We rJa PLATES GRIP Mf20 244/190 Weight: 144 lb FT = 204b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 7-4-5 oc bracing SLIDER Left 20 SP No.3 3.5.1 WEBS 1 Row at midpt 7-8. 5-9. 6-9 REACTIONS. (lb/size) 8=802/0-2-12, 1=802JMechanical Max Horz 1=392(LC 12) MaxUpldl8=-278(LC 12), 1=-161(LC 12) Max Grav8=813(LC 2), 1=802(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-519/27, 2-3=-1090/313, 3.4=-1017/257, 4-5=-889/269, 5-6=-400/98, 6-7=-286/139, 7-8=-787/398 BOT CHORD 1.11=-626/101 t, 11-16=-401/686, 10.16=-401/686, f0.17- 401/686, 9-17- 401/686 WEBS 3.11=-246/274, 5-11- 112/456. 5.9=-591/364, 7-9=-365/755 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCOL=6.Opsh h=25ft; Cat. II; Exp B; Encl., GCPI=0.18; MW FRS (envelope) gable end zone and C-C Exterlor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCOL = IO.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at )olnt(s) except Qt=1b) 8=278. t=161. 9) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) -This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING - Verify design Paranretefe and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0.7473 rev. 1111620016 BEFORE USE DesIM Valid Not use orgy Win MIlvkS connoctors. it* deslip Is basod only upon nxrarnolen shown. and is la an hKrlvldlllat building Component, not a Muss system. 1101010 1ae. Ito txlldhg dosigm must verily the apAlcalAlfy or closlen imametors <rKl ptorxtdy Worlxxalo ttlk design Into the ovoratl txddh do-sl0n. HachO lndbalod Is to txscldlr* of UK1NkW tnnc web <trxl/or chord members orgy. Additional tornr"ay anal Ixstmarxtnl dacbv M iTek* g rxovont Is always recit/r(d tot stal)lllly and to rxevonl coilaime wllh IxmlAo l"sonal htpay and Ixoperty, <kmoge. rot 0onerat guidance ropardnle Ble kttAcatkrn slotago. dolivery, otocllon aril lxactrq of trtmos aril lntss systems, socANSI/iPl I Quality Criteria, OSS-69 and SCSI Buildhty Component 6904 Parke East Blvd. Safety Irdormallon avalatAo ham Inns Rate institute, 218 N. Lee Street- Stile 312, Atexcrdda. VA 22314. Tanya. FL 33610 Job T rues ruse Iwo Ply Te093812 64.69 R20 Common 2 t Job Reference lions Huldere FatlSaurce. lanpa, Flom city, I•laruaa 33566 7.640 t Apr 19 2015 WU I eK IndusIn8s. Inc. W6a JUI ZU 14`44-24 Z016 raps 1 ID:tEueaKU2YSR9i4BZZilYSCzElxD-Sbv?2RfvpncHlFle_nPGOu3zf8wF S8A2HWtkywBHr 5•I0 8 11.5.8 17.0.8 21-9-12 6.10 8 5-7-0 5 7.0 4 9.4 4x6 = 6.00(12 3x8 II 3x4 = 3x6 = US = 2x4 11 8-8-0 1706 21.9.12 AA-0 A-4-a d-9-d Scale . 1:57.0 Plate Offsets Y Y)-- 11:0.5-13.Edgel LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.16 9-11 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.64 Ven(TL) 0.31 9-11 839 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.29 Horz(TL) 0.03 8 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 136lb FT = 20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP NO.2 WEBS 2x4 SP No.3 BOT CHORD SLIDER Left 2x4 SP No.3 3-3-9 WEBS REACTIONS. (Ib/slze) 1=802/Mechanical, 8=802/0-2.12 Max Horz 1=318(LC 12) Max Upllltl=-187(LC 12), 8=-240(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-486/18, 2.3=-1101/411, 3.4=-1032/360, 4.5- 961/371, 5.6= 457/221, 6-7= 433/220,7.8- 773/372 BOT CHORD 1-11_ 583/1016, 11-16=-377/713, 10-16=-377/713, 10.17=-377/713, 9-17=-377/713 WEBS 3-11=-232/255, 5-11=-99/429, 5-9=-565/360, 7-9=-233/591 Structural wood sheathing directly applied or 5.6-2 oc purlins, except end verticals. Rigid ceiling directly applied or 7-7.14 oc bracing. 1 Row at midpi 5.9 NOTES- (9) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCOL=6.Opsh h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown: Lumber DOL=1.60 plate grip OOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=187. 8=240. 8) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) 'This manulactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • 1111IIy design Parameter and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE MIF7473 rev. 140MIS BEFORE USE. Design ucdld for use only with Mllek®eornoclas. this destpyl is txwid orgy upon pera elers Mown. arlcl Is fa an fx9vklual txddkV component. not a truss system. Before isso. Ito IxdcAng desigrvx roust vorlly the alXxkabplty, of design rxl<anotors cW properly heott3orato this design Into five ovotUt txddtng ckrslgn. Wachg fr1dlCaled Is to prevent bucafrlg of frxtivklucl Ifuss web and/ot chord members only. Ac"llond temporary and potmalonf GocOV M iTek' Is always regt6ed lot stability and to pxevenl collapse Win possible p ersorld k*ffy and property, damage. For genial g1/dcnce, regaouq itle fabrlcallm slorage, clolNaty, otoctlon and txoclrlg of tnnses cmd tntss systems. seeAN41/TPI I Quality Crlterla. OSB-89 and SCSI Building component 6004 Parka East BNd Safely Information avdklble from Intss Roto Irlsllkite. 218 N. tee Strout. Stile 312. Alexaldrla. VA 22314. Tampa. FL 33610 Job Truss russ ype ,City Ply MUM64.69 R2t Common 2 1 Job Reference (optional) tsuseem "sl5outce, Iarrpa. Plant txy, FKxlaa 3ibti6 7.640 a AP( le Z016 M116K InGUslllae. Inc. Wee JUI ZU M44:2ti Z016 1•096 1 ID: tEueaKU2YSR9i4BZZ11YSCzElxD-wnTNGngYa4kWHspvCileocREa3UM Rg...... yw8Hq 1 0 1 54 t -7 11-7.5 17.3.4 2248 O 1 5•I1.7 5-7-15 5.7.15 44)•4 4x6 = 30 = 3x6 = 3xB _ 2x4 11 8. 96 17.3.4 22.0.8 LOADING ( psf) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 TCDL 7.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 20 SP No.2 WEBS 20 SP No.3 SLIDER Left 2x4 SP No.3 3-3-7 Scale . 1:57.0 T 16 DEFL. In (loc) Well Ud PLATES GRIP Vert( LL)-0.1610-12 >999 240 MT20 244/190 Ven( rL) -0.31 10-12 >840 180 Horz( rL) 0.03 9 n/a rda Weight: 139 lb FT = 201e BRACING - TOP CHORD Structural wood sheathing directly applied or 5.4.8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing. WEBS 1 Row atmidpt 6.10 REACTIONS. ( lb/size) 2=869/0-2.12, 9=809/0.2.12 Max Horz 2=346(LC 12) Max Uplift2=-222(LC 12). 9=-242(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1266/409, 3.4=-1145/423, 4-5=-1067/363, 5-6=-1003/377, 6-7=-461/221, 7. 8=-437/221, 8.9=-779/374 BOT CHORD 2.12_ 599/1058, 12-13=-385/731, 11.13=-385/731, 11.14- 385l731, 10.14=-385l731 WEBS 4-12=-244/262, 6-12=-100/450, 6-10=-580/365, 8-10=-235/598 NOTES- ( 8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCOL=6.Ops1; h=2511; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS ( envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" tall by 2.0-0 wide will lit between the bottom chord and any other members, with BCDL = I0.0psl. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 9. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=222. 9= 242. 7)' Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWG - Vedly design Paranmtsrs and READ NOTES ON THIS AND INCLUDED MlfEK REFERANCE PAGE ND7479 rev. I&MW 16 BEFORE USE. Deslgtl vault rot use only Win NOlek® contactors. Ot6 deskpt b I- sod only upon p7attelers sMwn, and b for an ind[W uat bolding component. riot cI Russ syslern. Bolero kw. low t3taa9ng deskinnt must verily Irte arAAlcct Ally of tleslgr 1 "amolors aW pxopoily, Incorporato Ihh design Into the overall biking design. Btadng InUlCaled Is to proven bucO fI of OKINk1W In= wet) aW/er chord memtxAs orgy. /KkYtbnal lemporary tnd permonenl txac V MiTe k* is always tecR4od for slatAlly and to pxovenl collapao vAlh poassble personal ir*sy and prolx rly danage. for general guidance rogadng the krixlcoll , stotogo. delivery, otocllon and LxalckV of tna ses atrKI tnrss sysferlts. WOANSI/TPI I Cuallly Criteria, OSS-69 and SCSI Building Component 6904 Parka East Blvd. Safety Information a vallaltle earn Irtin Plato k illuto. 218 N tee Street. Suilo 312. Noxa dria. VA 22314. Tampa. FL 33610 Job russ Truss Type ty ply I 6449 1,-22 Common I 2 t Job Reference (optional) T9o93e14 tsuilders Ftrst5ource, larnpa, l'lem Udy. Holit t 33666 t."u o Apr iv zule mitaR utousinee, utc. woo Jul" V4:44-eo zala rape r I D:fEueaKU2YSR9r4BZZ11YSCzElxD-PzOrf7gALOsNvOO6m PptLp_PbSgbjusRdMmdydyw9Hp 17.7.4 1-' 12 s11.7 11.7.5 18.11.4 1 4 22.0.8 1.012 Nil,5.7.1s 5•9.15 04- 4-5-4 0.4.0 Scale . 1:52.5 789 iI 4x6 II 1.11 3x6 = 3x8 = 2x4 11 8-96 17.3-4 22.06 r a-9.6 a-5.14 4.9.4 Plate OlfsetsfXY)=(2:0-3-15,0-0-111,f7:0-2-0,0-2-8L 19:0-2.0,0.2-81 LOADING ( psi) SPACING- 2-0-0 CSI. OEFL. In (loc) Wait L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.16 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Ven(TL) -0.31 12.14 >840 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.03 11 We rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 138lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 BOT CHORD SLIDER Left 2x4 SP N0.3 3.3-7 WEBS REACTIONS. ( Ib/size) 2=869/0.2.12, 11=809/0-2-12 Max Horz 2=343(LC 12) MaxUpliil2=- 222(LC 12), 11=-236(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1267/409, 3.4=-1145/423, 4-5=-1067/362, 5.6=-1002/376, 6.7=-462/219, 9. 10=-437/220, 10.11=-780/372, 7-8= 347/245, 8.9=-347/245 BOT CHORD 2.14_ 599/1059, 14-15=-382l730, 13.15=-382l730, 13.16- 382l730, 12-16=-382l730 WEBS 4.14_ 245/263, 6-14=-101/450, 6-12=-576/360, 10.12=-238/603 Structural wood sheathing directly applied or 5-4-7 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0.0 oc bracing. 1 Row at midpt 6.12 NOTES- ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psh BCDL=6.Opsf; h=251t; Cat. if: Exp 8: Encl.. GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS lot reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 30 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 11. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=222, 11= 236. 9)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10)' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily design paramsien and READ NOTES ON THIS AND INCLUDED MnEK REFERANCE PAGE MIh7473 rev. 1402)2015 BEFORE USE Design vtW for use only with Mllok® conneckxs. Ihh cleslgn b Ix ned only upon paamolors shown, (ncl Is lot an IrxlMdual txddbV componenf. nor co truss systeen. aoforo uso, tflo WildIrV doslgrxx inust verity 90 cif)NIcahllty, of design paanoters caxl pxopedy lncogorate this doslgn Into tho ovoicdl Ixddtrlg doslgn. HackV Indicatod Is to prevent txtcldN of Irlcllviclutd Inns wab and/or chord members only Adcdlkrxd lemporary and petmanonf txac4lg M iTek' is always iegUted lot slatxllty aril to pevenl collarAe wllh iwssblle petsorxd frytay and ptopeny, clamatlo• For goneral gr/cfalco togacBrlg ltxs k" Ic< 1brL storage, dollvery. oloctlon cdxl brescing of IRIS= cold truss systems soeANSI/IPI I Quality Criteria, DSB-89 and SCSI Suliding Component 6904 Parke East Blvd. Tampa. FL 33610 SafetyIMormafloncwrnaxefromIRmWaleInsrikOe, 218 N. too Shoot. Sulto 312. Aloxmdrkl. VA 22314. Job fuss I russ I We , T909391$ 64.69 RZI Hip ' 2 1 Job Reference (optional) oullaers hrrQSallrce, r ampa, Pram Gay. monaa JJOaa r b4u a Apr la zule MI 10K inausillea, inc woo Jul zu 14 M 36 zule rage s ID:f EuesKU2YSR9k BZZrIYSCzElxD-PzOIT79ALOsNvOO6m PptLp_PGSs4lgARdMmdydyw9Hp t-0.12 7-7-614.11.4 19.7.4 224}8 I.0.12 7.76 73.14 4 9-0 2-$ 4 4x6 = 3x6 = State. 1:49.1 6.00 (12 2x4 II 3x4 = 3x8 = 7.76 14.11.4 19.7-d 2248 7.76 73.14 d6-0 23.4 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCOL 7.0 Lumber DOL 1.25 BC 0.54 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 4-2.9 REACTIONS. (Ib/size) 2=869/0-2-12, 8=809/0.2.12 Max Horz 2=324(LC 12) Max Uplift2=-219(LC 12), 8=-201(LC 12) DEFL. in (loc) Well Ud Vert(LL) -0.08 8-9 >999 240 Vert(TL) -0.21 9-11 >999 180 Horz(rL) 0.03 8 n/a n/a 20 II PLATES GRIP MT20 244/190 Weight: 130 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 1 Row at midpt 4.9 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1250/362, 3.4=-1093/380, 4.5=-661/236, 5.6=-502/276, 6.7_ 563/278, 7.8=•751/380 BOT CHORD 2-11=-545/1037, 10.11=-546/1035, 9-10=-546/1035 WEBS 4-11=0/304, 4-9=-616/373, 7-9=-309/707 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCOL=4.2psf, BCDL=6.Opsf; h=2511; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 8. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at jolnt(s) except 01=1b) 2=219, 8=201. 8) 'Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Vedfy dedgn parameters and READ NOTES ON THIS AND INCLUDED NFTEK REFERANCE PAGE NII.7473 rev. IG02MIS BEFORE USE. Design vdkl lot use only vrim AAiekS Connectors. Bls desllyn Is txwd only upon puramolan Yawn, Corr! Is nor on trvJNk0.Kd txddkV component. not o Utas system. Before uso. tte Ixllding deskpnct roust vodty Ite gxllcatAlly of design pateanefers aid property YlCotparate this design Ulto the overall b lditV dussgn. Bracing hrlicatod Is to Ixaverl txtclding or IndlMucl Intss web and/or chord motnbets only. Addllor" lotnlotary cnd panrnanont Mating M iTek' is always i"ifted ra sfatllllly and to prevent collgxe wllh possBxe personal ir*ay and Ixqlerty danage. ra gonvol guidance teWdlng mo kdxicalbn, slot000. ckrNoty, erection ancf txac4lg of Inlsscs cults tnrss syslatns, seoANSI/tPI I Quality Criteria, DS6-69 and SCSI Wilding Component 6904 Parka East Blvd Salary Information avcacdlo Dom truss Plate Insllrtdo, 218 N. too Street. StAte 312. Aloxanc5rks. VA 21314. Tampa. FL 33610 Job I Nss NSS type ,ty Ply reo93a16 64.69 R24 Hip 2 1 Job Reference (optional) Buddera FI61SOuree. Tampa. PUN Gay, Fonda 33566 d.o+u a npr it zuao mr i ea maurrims. me Vivo Jul za i.:+cu zv v6 vuvo v ID:fEueaKU2YSR9i4BZZ11YSCzEIxD-t9a7gTho6i_ExAzU6K611 WdUs88SIrasOWBU3yw8Ho rt-0.12, 6.7-6 12.11.4 17•S•14 21.7-4 22-0,8 l'TI2 6-7.6 63.14 47: 10 4-1$ d 5 a Scale - 1:49 3 06 = 2x4 II 3x4 = 3x4 = 5 6 78 M 2x4 II 30 = 3x8 = 3X4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.47 BC 0.80 WB 0.51 Matrix) DEFL. In Ven(LL) -0.25 Ven(TL) -0.52 Horz(TL) 0.04 loc) Wait L/d 9-10 >999 240 9-10 >509 180 9 We We PLATES GRIP MT20 244/190 Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc pudins, except BOT CHORD 20 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing. SLIDER Left 2x4 SP No.3 3-7.13 WEBS 1 Row at midpt 6.9 REACTIONS. (Ib/size) 2=869/0-2-12, 9=809/0.2.12 Max Horz 2=305(LC 12) Max Uplift2=-211(LC 12). 9- 214(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1278/375, 3.4=-1142J392, 4-5=-807/264, 5-6=-648/293 BOT CHORD 2-12=-567/1065, 11.12=-567/1065, 10-11=-567/1065, 10.13=-199/413, 13-14_ 199/413, 9-14=-199/413 WEBS 4-10=481/322, 6-10=-160/435, 6.9=-7451372 NOTES- ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=25It; Cat. II; Exp B; Encl., GCpi=0.18: MW FRS (envelope) gable end zone and C-C Extedor(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondtng. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 9. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=211, 9= 214. 8) ' Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) - This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily dealyn param4tere and READ NOTES ON THIS AND INCLUDED urrEK REFERANCE PAGE Ada-7473 rev. ray M15 BEFORE USE Design valid far use only 4AIh MlleleS con neclors. IhIs design Isbased only upon pxrdrrx tens shovA . and Is for alit hdh*kxl I.nrldfrlgcomponent, not a Itss systorn. Before use. the building designer roust verify the c"Alcd and ltyofdesignrxnamoterscrpropertyIncogefale this design Into the overall HocCtg Is to budding Individual truss web and/of chord members only. Additional lempotafy and permanent btacllg M iTek' Ixadng design. Indicated rxevenl of is always to%dfod lot stability and to ixevenl collapse Win possible personal Injury and Ixopeny damage. Fat general gtddance togmdng the 6904 Parke East Blvd. kltxlcollm storage. dellvary, erection ctnxd bracing of INssos cuxt trim systems. saoANSI/TPI I Quality Criteria, OSS-69 and SCSI Building Component Tanya. FL 33610 Safety InformationavailablefrombussRateIrullrtsto. 218 N. Ito Street. StAlo 312. Alexandria VA 22314. Job I ruse truss type Ury ply T90938t7 64.69 A26 He" Hip 2 t Job Reference (optional) Builders FedSOUrCe. Taupe. Plain City. Florida 33566 7.640 a Apt 19 2016 IhTsk Industries. Inc. Wed Jul 20 14:44:27 2016 Page 1 ID:fEueaKU2YSR9i4BZZilYSCzE1xD-t8a7gTho6i EXAzIJ6K6t1WdOSEZSJBasOWBU3yw9Ho 1-0.12 5.7.6 10.11.4 16.5.14 22.0-8 1 P12 5.7.6 53-14 5.6.10 &6-10 Scale . 1:42.4 598 = 2x4 II 30 = 20 II 3x4 - 3x8 = 2x4 II LOADING (pst) TCLL 20.0 TCDL 7.0. BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.48 BC 0.39 W B 0.42 Matrix) DEFL. Vert(LL) Vert(rL) Horz(rL) In (loc) Well Ud 0.04 11-12 >999 240 0.11 11-12 >999 180 0.03 8 rVa n/a PLATES GRIP MT20 244/190 Weight: 135 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 7.10.7 oc bracing. SLIDER Left 2x4 SP No 3 3-1-2 REACTIONS. (Ib/size) 8=809/0-2-12, 2=869/0-2-12 Max Horz2=265(LC 12) Max Uplift8=-235(LC 9), 2=-205(LC 12) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1308/400, 3-4=-1190/414, 4-5=-926/329, 5.6=-598/245, 6-7=-597/245, 7. 8=-760/345 BOT CHORD 2.12= •557/1091, 11.12=-557/1091, 10.11=-346l776, 9.10=346(776 WEBS 4-11_ 374/246, 5-11- 61/352, 5.9= 260/147, 6.9= 336/231, 7.9= 357/868 NOTES- ( 8) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS ( envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 Wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except 61=1b) 8=235, 2= 205. 7)' Semi-rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) ' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' Q WARNwO - Vorrly dadgn persinitters and READ NOTES ON THIS AND WCLUDEO MrrEK REFERANCE PAGE M1F7473 rev. 10413Q0f6 BEFORE USE. Design vdid lot use onfy with MI lok®corlrectots. R11s desk/n is bated ordy upon pxuamolea Yawn. and h far an kldMdrKtl buk9nlg component, riot o trim system. Before use. the btLdrg designer must verily the criplfcdAlly of doslgn rxacunaters oW properly Incorporale ttds design Into tie ovoid) dBclklg doYgn. Wacing Indicated Is to prevent buCldkV of tricllvkktd Iaas web dart/a chord members only. Adcgtbnd temporary and permanent txaclrlg WOW Is ahvays tocµlred fa skdlxllly and to prevent edlgne with possible personal tMsy orxd property ckunogo. roe general gtild nce tegamng the kdxicatkrl. stacge. dellva". otoctkxl crckd txaclrlg of trtrssos arced Inrss systems seeANSI/TPI I Quality Criteria, OS849 and SCSI Building Component 6904 Parke East Blvd Safely Information avdaalro from truss Roto Irullhtto. 218 N. too Street. SJIo 312. Alexandria VA 22314. Tampa, FL 33610 Job I ruse I fuss I ype T909361B U-69 R26 Hetl Hip 2 t Job Reference (optional) Huaaers r-eettsource, for pa, mont cay, t-Ioaaa 33bee r.*4u * Apr iv 2ule mlian Ineusirles. im. WOO Jul ev -^4;xa Zu- rape 1 ID:IEueaKU2YSR9i4 BIZilYSCzEIx D-LMSV upiOt9658KY UtgsLOE3olGU SBnTkSgFkOVyw9H n 1-0.12 4.7-6 8•il•4 15.5.,4 22.0-e 1 12 4.7.6 4-374 6.6-10 6.6-10 4x6 = US = cx+ 8-11-4 i 15-5.14 22.0-e a-1 1.4 66-10 66.10 Scala . 1:39.5 2x4 11 30 = Plate Offsets (XY)=12:0.3-15 0.0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) 0.13 2-11 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.73 Ven(rL) 0.33 2-11 806 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.36 Horz(TL) 0.04 8 n/a Na BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD SLIDER Left 20 SP N0.3 2.6-5 WEBS REACTIONS. (Ib/size) 8=809/0-2.12, 2=869/0.2.12 Max Horz 2=221(LC 12) Max Uplift8=-243(LC 9), 2=-195(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1291/455, 3.4=•1229/471, 4.5=-1067/370, 5-6=-914/377 BOT CHORD 2.11=•563/1075, 10.11=-320(814, 9-10=-320/814, 8.9=-320/814 WEBS 5.11=0/271, 6-9=0/258, 6-8=-1000/395 Structural wood sheathing directly applied or 5-2.5 oc puffins, except end verticals. Rigid ceiling directly applied or 7-8-15 oc bracing. 1 Row at midpt 6-8 NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vesd=108mph; TCOL=4.2psf; BCDL=6.Opsl; h=251t; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beating plate at joint(s) 8, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 8=243, 2=195. 7) 'Seml-rigid pilchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Varlry design parameters end READ NOTES ON THIS AND WCLUDEO MrTEK REFERANCE PAGE MIF7473 rev. IOM3Q016 BEFORE USE. Design valkl lot use only wilh MOek® connectors. IMs desl6n Is brood only upon p3conetors Mown. anal Is loran frxllvidual bLddUV compotent, not a truss systorn. Before use, the Ixgding dosglnot must verily the c 4%caMlly of cletlgn ptsatnetets and Ixopeny Incofpotato this closign Into the overall txdc lrvj dosign. Bracho Inalaaled Is to rxevent txnldU 0 of kx9vkkx0 miss web aril/« chord members only. A&VIonal larnpotary anal tetrnanent tracing M iTek' Is ar%vays rocµlted lot stability and to prevent edlaine wllh possible personal Infury and Ixoleny damage. For general guidance rogaidhg Into tabk:alktn, storage, dollvery, otoctlun and IxctcoV of 1russes arKJ huss systems sooANSI/tPl1 Quality Criteria, DSB-69 and BCSI Building Component 6904 Pork* East Blvd. Tempo, FL 33610SafetyInformationavailablefromInnsPlatoInstitute. 216 N. Lee Strool, Sidle 312. Alexcnclrla. VA 22314. Job I fuss Truss Type ,oty ply r T9093819 6469 R27 Han Fop Girder ' 2 1 Job Reference (optional) Buideta FffSl3=ce. TOmpa, Plant urty, I-Mma mbbb i - •, ID i- iiDu Ju, Cv , Nip V. i ID:fEusaK U2YSRgi48ZZilYSCzEIx D-pYiu59j2eJEymU7hRxNazScsggsew42tJK?H YxywgH m 2 3.7.6 6.114 1244 16.11.8 22-06 r-0.12 3-7-6U 4 5-1-0 4.11.4 5 1.0 4x6 = 3x8 = 20 II Scale. 1:39.8 Sa6 = Sx6 = 6x8 = 7xl0 = 6x8 = 4x6 II 3xl2 MT20HS 11 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0.93 BC 0.61 WB 0.97 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x6 SP M 26 *Except- 8.1 I: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 8=2027/0.2.12, 2=1812/0.2-12 Max Horz2=176(LC 23) Max Uplifl8=-748(LC 5), 2=-556(LC 8) DEFL. In (loc) Well Ud Vert(LL) 0.14 2-12 >999 240 Ven(TL) -0.28 2-12 >940 180 Horz(TL) 0.04 8 n/a rl/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 140 lb FT = 20% BRACING - TOP CHORD Structural wood Sheathing directly applied or 2-2-10 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3= 2769/880, 3-4=-2690/881, 4-5=-2401/817, 5-6=-2077/740, 6-13=-2077/740, 13-14=-2077/740, 7.14=-2077/740, 7.8=-1862/763 BOT CHORD 2-15=-834/2357, 12-15=-834/2357, 11-12- 803/2312, 10.11=-803/2312, 9-10=-803/2312 WEBS 4.12=-273/969, 5-12=-197/266, 5-9=-382/224, 6.9=-421/316, 7-9=-900/2558 NOTES- (11) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDI-=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except 01=1b) 8=748, 2=556. 8) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 145 lb up at 19-0.8, and 123 lb down and 145 lb up at 20.0-8, and 60 lb down and 31 lb up at 21.10-12 on top chord, and 961 lb down and 386 lb up at 5-0.8, 791 lb down and 300 lb up at 17-6-0, and 77 lb down at 19.0.8, and 77 lb down at 20.0.8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 11) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard Continued on Daae 2 Q WARNING- Vadly deafyn parerrretere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. IMMIS BEFORE USE. DcWjn vdkl lot use only wllh WokA conneclois. M de*p Is posed only upon rX=aneters =town. and is for an Individual building component. not a truss system. Before too. the bulk&V dk-Apux must verify the appllectlllty of (resign p w rnolots and porxxly Incorl"Cle 1nls design Into file overall Bracing Indicated Is to txucldlrvj Individual iron web aril/or chord metntxms only. Additional leinporary and pxxrnartent Ixacing M iTek' btadrw doslDn. rxevonl of is ahvoys iogtUed for sldlllly and to pxevent cdlgno wllh pwaNle petional Initay and pxopwrty damage. 1 or gametal guidance rogaalng Vto 6904 Parka East Blvdkixkallomslaage, delivery• ereC110A and lAacfrlg or trusses and liva sysloffm soeANSI/IPII Quality Criteria, DSB-69 and BCS1 Building Component Tanya, FL 33610SafetyInformationavadc"o from fnm Plato Institute. 218 N. toe Slteot• Stile 312. Alexandria. VA 22314. Job I cuss I cuss ype , oty Ply T90MI9 aFMHan Hp Girder 2 t Job Reference (optional) trngerarea ource, lamp", namt:rry,rgrq";wz6b LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-54, 2-8=-20 Concentrated Loads (lb) Van: 7_ 60 13-123(F) 14=-123(F) 15— 961(F) 16— 791(F) 17=-53(F) 18=-53(F) r.WU a AM M ZU7" MI I ax UMUMMS. InC. WOO JUI "LU 14'44:LY LU1C Ya9O L ID:fEueaKU2YSR9i48ZZilYSCzEtAD-pYiu59i2eJEymU7hR XNazScsggscw42UK?H Yxyw9H m 4L WARNING - Vert/y destpn penrrlstery end READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M47479 rev. tOMMIS BEFORE USE. DosIgn valkf fix use only wlm HicM connocfos. 9ls deslrjn is bmsod only urm lxulanefes shown. and Is for an Individual txtldkV Cornlxxmt. not a Inrss systorn. before use. Isle bulclrltJ dosklrot must verily the appllcal:Ally of design lx,"t"nolors old properly nlcogxxoto IM design Into Ito overall building design. ixactng nwtcafed is to prevent txsclAnq of IndlvIdtxl Mm web and/or chord rnemtxxs orgy. Ack9tkxlal temWory and permanent txodrly M iTek' Is always required lot s"'Alty and to proven) collapso wllh 1xossIlAe personal ftsy, and txopony danaoo. for Aeroral gt*falco t000rditV the lalxlcatkxt, storage, dclNory. oroctkxl alai txocing of fnssosand Inns syslolns. sooANSI/1PI I rurality Criteria. DS6.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information Ctvdal)to non Russ Plato hlsllttno, 218 N. too Street. SuOo 312. Alexandria, VA 22314. Tampa. FL 33610 Job T russ I russ I ype ty Ply T9093S20 64-0 R26 SABLE 2 1 Jab Reference(optional) Bulldwe FIrslSouace, Tamps, Plam City, FIwWa 33566 7.640 a Apr 19 2016 MrTak Mdusulas. Inc Wed Jul 20 14 44 30 2016 Page 1 ID:tEusaKU2YSR9t4BZZ11YSCzElxD-HkGGJVjgPdMpOett?FupV18E94KofkP 1 Y_kr50ywOHI 0 12 20.7.4 26-4 46.8.4 1 01 20.7.4 S." 20.5-0 Scale - 1 b5.0 3x6 = 3x6 = 6.00 FIT 13 1415 16 17 1B 19 30 4x6 1156 55 54 53 52 51 So 49 47 46 45 44 43 42 41 39 38 37 36 35 34 33 32 31 48 40 3x6 = 3x6 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.13 BC 0.10 WB 0.14 Matrix) DEFL In Vert(LL) -0.00 Vert(rL) -0.00 Horz(TL) 0.01 loc) I/dell L/d 1 rVr 120 1 n/r 120 31 n/a We PLATES GRIP MT20 244/190 Weight: 357 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 16-44, 15.45, 13-46, 12-47, 17-43, 19-42, SLIDER Left 20 SP No.2 1-4-8 20-41, 21-39 REACTIONS. All bearings 46.8-4. lb) - Max Horz2=225(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 31, 2, 44, 45, 46, 47, 49, 50, 51, 52, 53. 54, 55. 43, 41, 39. 38, 37. 36, 35, 34. 33 except 56=-130(LC 12). 32=-163(LC 13) Max Grav All reactions 250lb or less at joint(s) 31, 2, 44. 45, 46, 47, 49, 50. 51, 52, 53, 54, 55, 56. 43, 42. 41. 39, 38. 37. 36. 35. 34. 33. 32 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-326/108, 11-12=-102/266, 12.13=-124/328, 13.14_ 131/348, 14-15_ 122/340, 15. 16=-122/340, 16.17=-122/340,17-18=-122/340, 18.19=-129/343, 19-20=-126/334, 20- 21— 104/271 NOTES- ( 12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl.. GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 20 MT20 unless otherwise Indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31. 2, 44, 45. 46. 47, 49, 50, 51, 52. 53, 54, 55, 43, 41. 39. 38, 37, 36, 35, 34, 33 except Qt=lb) 56=130, 32=163. 11) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 12) ' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verify daWgn Parameters and READ NOTES ON THIS AND INCLUDED N17EK REFERANCE PAGE M1167179 rov. IW2MIS BEFORE USE. Dosllpl valid lot uw orgy VAIN Mllek®connaclors. hits desllgl 6 tx wd orgy t4xn palcrnotors shown. and Is for an Irn1Mclixg lxddhlg cornponenl, rat a ee Susssyslorn. Scioto t. the rxdk&V doslgrm rntnl verify Iho ap rAc bllty of closlun rxrarnoters adx xJ lxoMyIncorpototethis dosrgn Into Ita overall Ixdc&V design. Braking Inccated Is to txoverll bucldu,g of kx**Juc1 miss web axl/(x chord members orgy. Adclllorxn lorn"my and rxxtrxnenl IxactfV M iTek' is dways rociL ted for slatAAty cW to Ixovonl collgrw wAlh I)osd Ae petsorxl hKry and lxol)erty damage. lot genetal guidance togcndng tho Iobdcc lim stotaUe. cdalivoty. utoctlon crxd txoctng of musses and Inns syslerns. woANSI/tPl1 Quality Criteria, DS11-69 and SCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety informationavalicrtxo9on1humNateInslAhde, 218 N. toe Streol, Sidle 312, AlexarKMa. VA 22314. Job T fuss Truss Type ty T9093621 64.69 R29 Piggyback Bass 6 t Job Reference(optional) Bumors FktdSource• Tamps, Piero Coy. Fronde 33566 7.640 It Apr 19 2016 MTek Industries. Inc. Wed Jul 2014:44:32 2016 Page 1 I D:fEueaKU2YSR014 BZZd YSCzE1xD-D700kA0cwEeXdxs F6gwHa4 ENgtgc 7ZVK'b I DygGyw9Hj 0t 7.012 13•t0-0 20.74 263.4 32.11-12 39.9.4 4664 to., 7 012 6 9.4 6.9.4 5-8-0 6 a8 6 &a 3 5x6 = 5x6 = 6.00 F12 Seale-1:83.5 Sx6 II 19 20 16 21 17 22 16 z3 I Z4 14 5x6 II 5x6 we = 3x6 = 5x6 W13= LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.44 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(TL) 0.91 14-16 >617 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.48 Horz(rL) 0.20 13 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix) Weight: 277 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied. 1-5.10-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-4-9 oc bracing. BOT CHORD 2x4 SP No.1 WEBS I Row at midpt 6-17, 8-17, 9-16 WEBS 2x4 SP No.3 OTHERS 20 SP No.3 SLIDER Left 2x4 SP N0.3 3.10-14, Right 2x4 SP No.3 3-11.0 REACTIONS. ( lb/size) 2=1785/0.2-12, 13=1727/Mechanical Max Horz 2=21 O(LC 12) Max Uplift2=-424(LC 12), 13=-391(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3— 3099/1180, 3-4=-3005/1206, 4.5=-2873/1141, 5.6=-2831/1157, 6.7=-2237/1003, 7. 8=-1922/956, 8-9=-2244/1002, 9-10=-2781/1145, 10-11— 2839/1131, 11.12— 2948/1186, 12- 13=-3044/1172 BOTCHORD 2-19=-943/2641, 19-20=-721/2344, 18.20=-721/2344, 18.21=-721/2344, 17.21=-721/2344, 17- 22=-433/1928, 16.22=•433/1928, 16-23=-713/2334, 15-23=-713/2334, 15- 24=-713/2334, 14.24=-713/2334, 13.14=•917/2577 WEBS 4.19_ 239/278, 6-19= 84/489, 6-17=-661/424, 7-17=-2211714, 8-16= 220(737, 9- 16=-644/416, 9.14=-75/459, 11-14=-206/263 NOTES- ( 11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf: h=25ft; Cat. II; Exp B; Encl., GCpi=0.18: MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber OOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at (oint(s) except 61=1b) 2=424, 13= 391. 10)' Semi-rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 11) ' This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNINO • Verily design parameters end REAO NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1F7473 rov. I0,,03R0f6 BEFORE USE. Design void (at only Min Mllak®conrwctors. Ihls design Is twsod only upon pecromelers shown. aril Is lof (in O VJMCW building component. ran a buss systatn. Before use. Ito txAalrlg designer roust verity life cil4ftOAIity, of deslon pxxarnaters aril popc!riy Ineorpmato it* edeslpn Into the overall Bfachg trxllcolod is to I=IdN of WKIlMual tins web a 1d/a chord members only. Ack9lbrxf tompaary and pemsmonl txachg WOW txAd'nd desldn. proven= Is c wcrA r"died be statAllly and to pxovent edloIxo wllh possible personal "my cW lxorwrly dana0e• Fa goners guidance rogcxdhg bile rclxbalkxL slocogo, ctoNory, erection an cl bnachg 01 lasses anti truss systems. soeANSI/IPI I Quality Criteria. OSS-69 and SCSI Building Component ck 6904PacksEast Blvd. Safety IMormarion avcllalAe train tress Halo Ifu9nrie. 216 N. Leo Street. Sulto 3 1 Z Alexcxlckla. VA 22314. To East 0 n4a Job I fuss truss type City ply T0093M 64.69 R30 Piggyback Base t ' 2 1 Job Reference (optional) Builders FlrstSource. Tampa, Plant City, Flonda 33566 Run: 7.610 a Jan 29 2015 prml- 7 640 a Apr 22 2016 NUTek IndUSIMS, Inc. wild JUI 20 16:42-21 2016 page 1 10:fEueaKU2YSR9i4BZZIlYSCzE1xD-653c2 orAvgsNSPJrompyXVPMRSmvbvpWb6Vn2yw7ZG 0 22 4 S8.12 13 2.4 20 7.4 26 3 4 32-11-12 39 8 4 48-8 4 1.0.1 234 3•S•B 7.5.8 7.5.0 5-8-0 6-8.8 6•B-8 7.0-0 26 2x4 11 5x6 = 12x14 Scale . 1:82.1 5x6 5x6 6.00 12 22 21 20 06 II 6x8 = LOADING (psf) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 TCDL 7.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP M 31 'Except' 8-9: 20 SP No.2, 11.14: 2x4 SP No.l BOT CHORD 2x4 SP No.2 'Except' 2.26: 2x6 SP No.2, 3-23: 2x4 SP M 31. 7.21: 2x4 SP No.3 19-22,14.16: 20 SP No.1 WEBS 2x4 SP No.3 OTHERS 20 SP M 31 LBR SCAB 1.4 2x4 SP M 31 both sides SLIDER Left 20 SP No.3 1.3.10, Right 2x4 SP No.3 2-6-0 40 IV 1B at 17 1a 15 4x6 = 2x4 11 DEFL. In loc) I/defl Lid PLATES GRIP V@rt(LL) -0.31 22 >999 240 MT20 244/190 Vert(TL) -0.72 23-24 >780 180 MT20HS 187/143 Horz(rL) 0.45 14 We rVa Weight: 321 lb FT = 2M'. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10.0.0 oc bracing: 21-23 WEBS 1 Row at midpt 5.23, 8.23, 8-20, 9-20, 10-18 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1804/0-2.12 (min.0-2-2), 14=1729/Mechanical Max Horz 2=219(LC 12) Max Uplift 2=-416(LC 12), 14=-387(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1545/577, 3.35=-4392/1582, 4-35=-4345/1587, 4.5=•4324/1596, 5-6=-3188/1203, 6.7-3024/1217, 7-8-3175/1429, 8-9-18781943, 9-10-2176/985, 10-11=-2607/1087, 11.12-2656/1071,12-13=-2968/1136, 13.14=-548/44 BOT CHORD 2-26=-473/1318, 25.26=•711/1996, 3.25=-1367/3933, 24-25=-1393/4007, 23.24=-1393/4007, 7-23=-415/424, 20-36=-446/1870, 19.36=--446/1870, 18-19=-446/1870, 18.37=-715/2332, 17-37=-715/2332, 16.17-902/2575, 15-16=-902/2575, 14.15=•902/2575 WEBS 5-24=0/450, 5-23=-1292/564, 20-23= 419/1700, 8-23=-665/1451, 8.20= 260/221, 9-18=-221/700, 10.18=•697/398, 10-17-33/405, 12.17=-321/223, 3.26-1878/680 NOTES- (13) 1) Attached 6-1-12 scab 1 W 4, both face(s) 2x4 SP M 31 with 1 row(s) of 10d (0.131"x3') nails spaced 9" o.c.except : starting at 0-3-13 from end at joint 1, nail 1 row(s) at 7' O.C. for 3-7-4; starting at 4.0-14 from end at joint 1, nail 1 row(s) at 7' o.c. for 2-0.0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10: Vul1=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=25ft; Cat. II; Exp B: Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exlerlor(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCOL = 10.0pst. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=415, 14=387. Q WARNING - Veft design parameters end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PACE MIF7473 rov. 14V212015 BEFORE USE. DeUM vcakl for ttso only vAl1 Mitok®connoctots. ihlsd e&4grn is based orgy tq=Jn pvrnafers Yawn, CMU is loran htlNkktm buldlrYd component. not a truss systeln. Boforo we, Its txtld ing dleslgnet mtat vedty the (q fxicabllty, of doYDn rynornolors aridp(opedy hlcolt>aoto this design kilo the ovetdl txRd ho design. ®d1cY1g Indicated is to bucldhg of h dMduxl Inns web and/of chord members only. Addillorlda lemraaay and parma rent Mating M iTek' ixovent is always reed lot stability and to rxovent collq)so vAlh rx)=Ue pectoral"and propoAv dksmoge. for general gu/dance regarding the 6904 Parks East Bbd. lcuxlcallon, sladgo. dellvory, otecllon and Ixachlg of trusses awl husss sysloms, s0oANSl/tP11 Guallty Criteria. DSB•69 and SCSI Building Component Tampa, FL 33610SafetyInformationdlvadabiehomlnasHate1nstlMAe. 218 N. Lao Sheet. Stalo 312. Aloxondria. VA 22314. o fuss I russ I ype 0 ty y e2sTeoe3 64.69 R30 Piggyback Base 2 1 IJob Reference (optional) rsunaera rasrawrrw, —Pa. rwm t ,y, rw,.— 4. ao nur i.o w a uan o eu a rnm: i.o+v a eyM ee ev w re an i wwm wa. c e y e ID:fEueaKU2YSR9i4BZFI SCzEixO-eid FKpTxD71 I WPWH2VI2a6ro?e2gzIF2JUyw7ZF 13) *This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard I Q WARNING • Verify deeWgn Pmemetere end READ NOTES ON THIS AND INCLUDED AI EK REFERANCE PAGE MIFT473 rev. 1001W IS BEFORE USE. Design VC91d for use only with MllekO corneclois. n ds design Is Lrasocl orgy ulpn Ixeanoters slxwAt aril Is la an fxflvldaral buldalg component, not a hiss system. Bulofe use, the txlcing dasignot mtsl vority, the gXAkctllty of dlekln Ixtranoters cnd propwriy Incorporate MIS claslgn Into lite ovcacll buildinging design. llreschg Irlclicated Is to prevent IxickWV of Irlcllvkluu trans web aril/ot chord inambets only. Acklillorxd fernpotary and petm neni btacing M iTek' Is always recitbod for stabllty and to pxevent edtgxe with p osstllo pxnsonat k*rV and pooperiy, cla page. rot general guticknce toWding the ki1xieallon, slotago, (kAlvc ry. erection and Ixochtg of Misses and huts systems, seeANSi/fil l Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safity Information avatktAo from Lass Rate "lute. 218 H. Lee Sheol. Su/to 312. Alexandria. VA 22314. Tempa. FL 33610 Job ruse ruse Type oty Fly T9093823 64.69 R30A ROOF TRUSS 4 t Job Reference (optional) Bidden FuslSource. Tempe. Plant Cdy. Florida 33666 7.640 a Apr 19 2016 lbTek Industries, Inc. Wed Jul 20 14 44.34 2016 Page 1 ID:fEueaKU2YSR9i48ZZ lYSCzElxD-AWVnSsnBSrsEsF9eE5ylgVJm8hUObOhcTci2E8yw9Hh O 22.3 4 5 8 12 t3-2.4 20.7.4 23 5 4 263.4 31.8.12 39-0.13 4643.4 1 2.3 4 3 5 6 7.5-0 7.5-0 2.10.0 2.100 s-S-6 7d-1 7.7-7 SX8 = 2x4 II 5x6 = 600 rl2 Scale . 1:6S.9 28 2x4 II -22 21 20 19 16 17 Its 15 Sx6 = 06 II 6x12 MT20HS WB = 3x6 =3x8 MT20HS = 2x4 11 6x8 If 1Ox14 II Sx8 = LOADING (psi) SPACING- 2.0.0 CSI. OEFL. In (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) 0.52 17-18 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Ven(rL) 1.20 17-18 467 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.83 Horz(fl-) 0.50 14 We We BCDL 10.0 Code FBC2014/1-PI2007 Matrix-M) Attic 0.33 17-18 303 360 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD 7-9: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 31 'Except' 2.26: 2x6 SP No.2, 25.26: 2x4 SP No. 1. 6-21: 20 SP N0.3 WEBS WEBS 2x4 SP No.3 'Except' JOINTS 8.18,10-17,27-28: 2x4 SP No.2 OTHERS 2x4 SP M 31 'Except' 19-19: 2x4 SP No.3 LBR SCAB 1 •a 2x4 SP M 31 both sides SLIDER Left 20 SP No.3 1.3-10, Right 2x6 SP No.2 2.6-0 REACTIONS. (lb/size) 2=2016/0.2.12, 14=2012JMechanical Max Horz 2=219(LC 12) Max Uplift2= 257(LC 12), 14=-173(LC 13) Max Grav2=2016(LC 1), 14=2073(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1763/434. 3.37=-4939/1133, 4-37=-4860/1147, 4.5=-3767/816, 5-8=-3633/831, 6-7= 3752/1046, 7-8_ 2241/484, 8-9=-2238/484, 9-10=-3508/793, 10-11=-3431/607, 11.12=-3476/582, 12-13— 3684/728, 13-14=-497/0 BOT CHORD 2-26=-337/1448. 25.26=-504/2179, 3-25=-961/4412, 24.25=-982/4513, 23.24_ 982/4513, 6.23=-425/429, 20.21=-6/266, 19-20=-253/3059, 18.19=-253/3059, 17-18=-253/3065, 16.17— 539/3211, 15-16=-539/3211, 14-15=-539/3211 WEBS 4.24=0/449, 4-23= 1337/495, 20-23=-138/2171, 7-23= 601/1549, 7-20=-244/831, 7-27=-573/389, 18.27=0/795, 8-27=-287/78, 9-27=-31/442, 17-28=--3/714, 10.28=-416/366, 12.17= 353/330, 27-28=-944/236, 9.28_ 367/1472, 3.26=-2030/479, 20.27— 1402/279 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 351 lb FT = 204b Structural wood sheathing directly applied or 2-6-7 oc puffins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 21-23 1 Row at mldpt 4.23, 7-23, 12.17, 27.28 1 Brace at Jt(s): 27, 28 NOTES- (15) 1) Attached 7-8.14 scab 1 to 4, both face(s) 2x4 SP M 31 with 1 row(s) of I Od (0.13l'x3') nails spaced 9' o.c.except : starting at 0.3.13 from end at joint 1, nail 1 row(s) at 4' o.c. for 3-7.4; starting at 5.7.2 from end at joint 1, nail I row(s) at 7' o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.0psf; h=251t: Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. @6 gRq% a¢ (5.0 psi) on member(s). 7-8, 8.9, 27-28; Wall dead load (9.Opsl) on member(s).8.27, 17-28 Q WARNING • Verily dadon penm*ren end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev. IdD MIS BEFORE USE. Design valid 10r us0 only with Mltek®Corxloclors. 9vs design Is based only upon pxaanefors shown. andis for ai hUlvidtxxst txadfrlg component, not u atrusssystem. boloto use, the txAdtng designer must verity the alxx pxe IcatAIfyofdos1amotorsand ixopedy IncotFoiate this design Into the ovadl txlding design {racing Irdicated Is to txlckIbV of IrdlvIdual truss web ancUot chord memtots arty. Additional temporary and permanent Mating M iTek' Ixovont6 always rociuked lot skdAlly and to prevent collaixe wllh ixxs811e forsoncl InW and lxopeny damage. For general guidance totlaalrlg the talxk: alkxv storage. ak4Nory; erection and Ixa;klg o1 Inrssas ad tnrss sysfen S. soaANSUTPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Pork* East Blvd Tampa. FL 33610 SafetyInformationavallabloDomtrussRateInstiMe. 218 N. Lee Street. Suite 31'L Alexandria. VA 22314. Job I fu33 I fuss I ypa oty Fly T9093823 64-69 R30A ROOF TRUSS ' 14 t Job Reference (optional) tM66M 1-06150utce, latrpa. ram Gay, ranaa 73aoa r b4u s npr le zwo Na tes tnausltes. mc. wea Jul w N:44:.M evlo rage I D:fEueaKU2YSR914BZZ11YSCzE1xD-AW Vn8snBSfsEsF?eE5ylgVJm8hUObObcTcQE8yw8Hh NOTES (15) 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-18 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=257, 14=173. 13) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 15) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Vedly design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD•7473 rev. 1602,201S BEFORE USE. Ibslgrl w9ld rot utso only wllh Ml lelM conneclom fMs dell jt Is boned only upon paramolets shown. a1Kl Is lot an IndhAducl txAC*Q componont, not a Uus3 systorn. Wow uso. the txdlctrvj cic-kjrKx tntal verify the caxxleabUl fy of design rwtotnoten oncl Ixopedy lDcogxxatw Ihb doskjn Into Inu ovwttll bullding dwsIgn. Bracing Indicated Is to prevenl txrCM41g of IrKlWucg cuss web and/ot chord rnernbets only. Adc011orKd torn"cxy and ponnwnent txuclrtd MiTek' is ahvays re%kod la stability a1Kf to Ixovent collalx:0 Win postiblo petsond fryusy CM ptopeny dorn000. rot genetat gtddalce reeadIng the ktxlcc lim stotooe. dolivery, wtoctlon and IxctcfrlD of Itttaes and truss systems, sowANSI/rPl I Quality Critedo, DSB-89 and SCSI Sul ding Component 6204 Poke East Blvd Safely =atlas rncDable from inter Hato InsDluto. 218 N. lee Sttool, SUIe 312. AlexarKMa. VA 22314. Tempo, FL 33610 Job Truss Truss Type TV T9093624 64.69 Rat Piggyback Baas 2 1 Job Reference(optional) Builders FesiSource. Tonga. Plant City. Florida 33566 7 540 a Apr 19 2016 PA l0k 1rk1us1111ea. Inc Wad Jut 20 14:44:36 2016 rage 1 I0:fEueaKU2YSR9r4BZZilYSCzElxD•6udxZYoR T6y6Z91LV9Dkv03CUA23JgvwwB91Iyw9H1 0 22-3d S6.12 13.2 20.7-4 26.3.4 33.0.E 39.9.12 46-10-0 4 •11 14-1 2-3d 3-5-0 7. 2 7.5-0 S• 1-0 6 9-4 fa lid 7-0-12 1, 1 i Sx8 = Sx6 = 6.00 rl2 4x6 .'1 27 2x4 II 23 22 21 zu 19 z9 18 11 16 $x6 11 12xI4 ax14 MT20HS = 5x6 = 3x8 = 4x8 20 II 4x6 II Scale . 1:86.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.31 23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ven(fL) -0.73 24-25 >772 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(TL) 0.44 14 Na rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 325 lb FT = 209b LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 8.9: 2x4 SP No.2, 1.6,11-15: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 20 SP No.2 'Except' 10-0.0 oc bracing: 22-24 2.27: 2x6 SP No.2, 3.24: 20 SP M 31, 7.22: 2x4 SP No.3 WEBS 1 Row at midpt 5.24. 8.24. 8.21. 8-19, 10-19 WEBS 2x4 SP No.3 OTHERS 2x4 SP M 31 LBR SCAB 1.4 2x4 SP M 31 both sides SLIDER Left 2x4 SP No.3 1-3-10, Right 2x4 SP No.3 3.10-13 REACTIONS. (Ib/size) 2=1811/0.2-12, 14=1794/0-2.12 Max Horz2=207(LC 16) Max Upli112=-417(LC 12), 14=-421(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3= 2071f772, 3-28=-4425/1576, 4.28=-4373/1582, 4-5= 4351/1591, 5.6— 3201/1200, 6.7=•3035/1214, 7-8=-3190/1430, 8-9=-1888/950, 9-10=-2195/990, 10.11=-2639/1098, 11 - 1 2=-2708/1082, 12-13=-3051/1172, 13.14=-3141/1152 BOT CHORD 2-27=-403/1163, 26.27= 363/1080, 3.26=-1249/3718, 25.26=-1351/4027, 24.25=-1351/4027, 7.24— 415/423, 20-21=-419/1891, 19-20— 419/1891, 19-29=-696/2361, 18.29=-696/2361, 17-18=-909/2676, 16.17=•909/2676, 14-16=-909/2676 WEBS 5-25=0/463, 5-24=-1302/561, 21-24_ 394/1711, 8-24=-659/1456, 9.19=-217/652, 10.19=-706/403, 10.18=-39/420, 12-18=-393/246, 12.16=0/260, 3-27= 1244/440 NOTES- (12) 1) Attached 6-1-12 scab Ito 4, both face(s) 2x4 SP M 31 with I row(s) of 10d (0.131-x3') nails spaced 9' o.c.except : starting at 0-1-14 from end at joint 1, nail 1 row(s) at 7- o.c. for 3-5-11; starting at 4-0.14 from end at joint 1, nail 1 row(s) at 7' o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10: Vul1=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = I0.Opsl. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 14. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=417, 14=421. 11) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Continued on Daae 2 Q WARNING - Verify design parameters and READ NOTES ON THIS AND WCLUDEO MrTEK REFERANCE PAGE M/F7473 rev. rMMI S BEFORE USE. Design valkl la use only Win Mlfok®conneclors. this design Is rased only upon pales eters sfewn. orK1ls lot an fr icif0d fal txddhng component, not miabusssystem. BefoIl ouse. e building designer must vodty the 0WIcabllty of ck,41Mparameters and property Incotpotote this design Into the overall building design. Bracing indicated Is to (revolt txfcalrng of WNkkKd InfiS web Ond/of chord Inembots only. Addllor" lemporafy and pwun<nonl lx<lcung MiTek' 6 always todpNod tot stability and to rxovenl cotlaim wtlh Ios*)Ie personal InKey and property damage. for geretal gtkl<nce regarding the Ialxlcollom stof<1ge. delNoty. election <rxl bracing of fnrssos arxl urns systems. sac-ANSI/TPI I Quality Criteria, OSS-89 and SCSI Building Component 6004 Parka East Blvd. Safety Information available horn Ifuss Roto uullkite. 218 N. lee Street. Salto 312. AleKaxtf1a. VA 22314. Tampa. FL 33610 Job I ruse Truss Type T9093e24 64.69 R31 Piggyback Bass 2 1 Job Reference Donal Buddets 1`9615ouree. Tanga. Plant Gay. Flonaa 33566 12) 'This manufactured product is designed as an Individual building component. building designer per ANSI TPI 1 as referenced by the building code.' 1.54a a Apt lv zo16 Mr r ea rnauslnse. enc. WOO Jar "Le 14:44:Ja Zeta rage Z ID:fEueaKU2YSR8i4BZZilYSCzEIzD•6udXZYoR_T6y6Z91LV9Dhv03CUA23JgvwwB911ywBHf The suitability and use of this component for any particular building is the responsibility of the Q WARNING • Verify design pararnafas and READ NOTES ON THIS AND INCLUDED urrEK REFERANCE PAGE M67472 rev. IN0142016 BEFORE USE. Dealr/t vdld log use any vAlh f4fek® carnnoclots. Ms design Is basoct oNy uMn pczemolers Mown. taxi Is lot an WMCW tx*&Q Canlxxnent. not a truss system. Betote use. Me building closlonot must vedty the arn(lcabllty of desl fit Mameters and rxopary Incotporale thb design Into Itw ovogcrl txlcLrg design. Btoeho MiCaled Is to rsevenl txulatrlg of WWucl truss wet) and/a chord membegs only. Addlional temr"a y cod permanent tAactng M iTek' Is always tocp4ed tot stability and to Ixevenl cdtq)se with possible petsond k*Oy, and IxgxM danage. Pa gonaal guidance tegarctV the Ic"IcatkxL slor000. dolivoty. (section and txocing of truwas aK1 truss systems, w0ANSI/1PI I Quality Cdtorla. OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avc>Dallo Rom Russ Plato Institute. 218 H. too Street. Stile 312. Aleza idda VA 22314. Tampa. FL 33610 Job rut Truss Type oty ply T909382S 64.69 RWA ROOF TRUSS 1 Job Reference (optional) Builder$ FketSouree. Tempo, Plaid City. Florida 33566 r.ti+u a Apr 1e 2ulb wu i as mauslrtes, me Wed Jut zu 14:44:37 20io yoga 1 ID:f EueaKU2YSR9t4BZZilYSCzElxD-aSBvnup3lmEpjikDvDW SH8xF6uVGoi239axigUywBHe al 2.3+ ba12 132+ 2a7-+ 235•+ 26,334 31.6.12 39.1.14 +d•10 e + -11 1•at 2.34 35.8 7.5.8 730 ' 2.10-0 2•la0 5-56 762 7.9.10 1-al 5X8 = 20 II 5x6 = 600 FIT Seale . 1:90.8 2x4 II 3x4 11 10 6 3x6 i 3x6 11 3x6 3x6 O 5 12 30 4 6x8 = 28 3x6 4x8 = 13 3x6 3 1 2 14 aQ 6 6 25 4x6 = 27 2x4 11 23 22 21 20 19 31 32 18 17 t6 6x8 11 12xl4 804 MT20HS 5x8 wB = 3x6 =3x8 MT20HS = 2x4 11 4x6 11 Sx8 = 20 11 23 541 12 13.2 4 20.7.4 23.5.4 26.3.4 3141-12 39.1.14 10.8467.82.3.4< 3.5 8 7-5-0 7.5-0 2.10.0 2.10-0 5-5.8 7.5.2 10 Plate Offsets (x.Y)-- 12:0-1-1.0.2-01,I7:0.5-8.0-2-4).19:0-3-0.0.2-01,121:0.4-0.0-1-121.122:0.3-0.0O-01,127:0-7-8,0-1-61.129:0.4-0.0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.44 18-19 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) 1.0518-19 537 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Iner YES WB 0.85 Horz(TL) 0.48 14 n/e rVe BCDL 10.0 Code FBC2014/rP12007 Matrix) Attic 0.23 18-19 439 360 Weight: 367lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied. 7.9.20 SP No.2, 9-11: 20 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 20 SP M 31 'Except' 10-0-0 oc bracing: 22.24 2-27: 2x6 SP No.2, 26-27: 20 SP No.2, 6.22: 2x4 SP No.3 WEBS 1 Row at midpt 4-24. 7.24. 12.18, 28-29 20.23,14-17: 2x4 SP No.1 JOINTS 1 Brace at JI(s): 28, 29 WEBS 2x4 SP No.3 OTHERS 2x4 SP M 31 'Except' 20.20: 2x4 SP No.3 LBR SCAB 1.4 2x4 SP M 31 both sides 18.19 20 SP M 31 one side SLIDER Left 20 SP No.3 1.3.10, Right 20 SP No.3 4.3-4 REACTIONS. (Ib/slze) 2=2023/0-2-12, 14=2076/0-2-12 Max Horz 2=207(LC 16) Max Uplift2=-257(LC 12), 14— 208(LC 13) Max Grav2=2023(LC 1), 14=2124(LC 2) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2273/565, 3-30=-4977/1123, 4.30=-4892/1138, 4-5=-3784/807, 5.6=-3710/826, 6-7=-3771/1046, 7-8=-2241/489, 8.9=-2239/488, 9-10=-3521/799, 10.11— 3448/615, 11-12=-3513/590,12.13=-3789/743,13-14=-3872l723 BOT CHORD 2-27=-277/1237, 26.27=-250/1163, 3.26— 870/4213, 25-26=-937/4535, 24.25=-937/4535, 6-24=-425/430, 21-22=-5/255, 20.21=•230/3075, 19.20=-230/3075, 19-31=-231/3080, 18.32= 231/3080, 17-18=-528/3331, 16-17=-528/3331, 14-16=-528/3331 WEBS 4-25=0/465, 4-24=-1346/490, 21-24=-110/2199. 7.24=-597/1554, 7-21=-2381852, 19-29=0l729, 8.29=-277/78, 9-29= 33/431, 18.28=-6/734, 10-28=-402/365, 12.18=-445/342, 12.16=0/286, 28.29=-952/239, 9-28=-369/1483, 3.27=-1331/306, 21.29=-1378/284, 7-29=-581/379 NOTES- (15) 1) Attached 7.8-14 scab 1 to 4, both face(s) 2x4 SP M 31 with 1 row(s) of 10d (0.131'x3') nails spaced 9' o.c.except : starting at 0-1-14 from end at joint 1, nail 1 row(s) at 4- D.C. for 3-5-11. 2) Attached 8-3-8 scab 18 to 19. front face(s) 20 SP M 31 with 1 row(s) of 10d (0.13l'x3') nails spaced 9' o.c.except : starting at 0.0-0 from end at joint 19, nail 1 row(s) at 7' D.C. for 2-0-0: starting at 6.3-8 from end at joint 19, nail 1 row(s) at T o.c. for 2-0.0. m/o&%vg,4wtjive loads have been Considered for this design. Q WARNING - Vottry design parameter and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M*7473 rev. I&WMIS BEFORE USE. Desl(pl vdkl for use Orly vAm Ml lek®conrwclors. Isis dental Is based only upon "ametets shown. aril Is for an In dfAdu l building component. tot a truss system. Before use. the Ixlkhng doslgnef «ntsl vonly the c"Alealb$Iry or design "$"holm and! property heotporuto 0* design Into the overall haohg Indicated 1s to bucahng IrdlNkkdl truss web and/or ctdrd members only. AdJclllonal lernporaty dnd pormdment txocing MiTek' Ixlchng design. Ixovonl of Is always toc84ed lot stablllly, and to prevent edlgxe wllh possible petsorkn"and property damage. for general guidance tegadlhg 010 kstxlcatbn, slotoW. dlolNdxy, etoctk)n and! bacfchlg of farAos and tnm systems, seeANSI/IPII Quality Criteria. OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdDalle from [rue Plato Institute. 218 N. Lee Street Sulto 312. Alexcndaa. VA 22314. Tampa. FL 33610 Job Truss I fuss I ype T9093825 64-60 R3iA ROOF TRUSS 4 1 Job Reference(optional) Butldata F talsoutca. Tarlpa, Plant Gay. Florida 33566 7.640 a Apt 19 za16 Mt t ex Inaustoss. Inc was Jul ze 14'44 3r Colts Page z ID:fEueaKU2YSR9i4BZ7jlYSCzElxD-aSBvnup3lmEpjikDvDW SH8xF6uVGol239axigUyw9He NOTES (15) 4) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exterlor(2) zone:C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Ceiling dead load (5.0 psf) on member(s). 7-8, 8-9, 28-29; Wall dead load (9.Opsq on member(s).8-29, 18.28 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psi) applied only to room. 18.19 11) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 14. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=257, 14=208. 13)'Semi-rigld pitchbreaks with fixed heels' Member end Iixlty model was used In the analysis and design of this truss. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 15) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNINO • Verity deatgn Paratllotan and READ NOTES ON TNIS AND INCLUDED MIrEK REFERANCE PAQE MIFT03 rev. 10413MIS BEFORE USE Design vdkl for use orgy vAth MlleM conrwclon. fnlS Ueslgr1 Is based only upon ptaflnetefs shown. raxf is fa an fKftvIdll bolding component. not a tow systot n. Before use. the bu9c&V closiWim musl vedfy the ap Aicc"Ity of doslgn pcaanoters and propotly Incoq)ofao Ihk d1nign hnto Ito ovotcal buldhn0 CknSgn. Btachg Inclicatod Is 10 lxovonl bucrahng of trx]lvldud ftua web anti/a crow members only. Ad difond Wmporcry, and rxxmafxinl txoclnll MiTek' S c wogs togtAted tot skitAlly, aid to rxevenl colicrAe wllh ImsdAe Imsorol hltry and rxopor y ckanctpo. for penerd guidance regatdhg tto kttxk:allon. ata<1ee. ddlvery, otoctkxn cntt txacing of trusses cvxl tilts systems: SOOANSI/IPI I Quality Criteria, OSB-89 and SCSI Building Component 6004 Parke East Blvd. Solely Information avcllatile Dan Inlm Plato fralit te, 218 N. Lee Sttoet. &!to 312. Atexccxlrkx VA 22314. Tampa. FL 33610 Job russ ruse ype T9093B26 64.69 R32 Piggyback Base ' 2 1 Job Reference tione aueaeta t•etasotirce. tanpa, ream cey, drone saaoo I.". nPr I. Z.,. -.R I...il.a. .6. n.. - - ,.:++: a. c.,. r.y. ID:IEueaKU2YSR9i4BZZIlYSCzElxD•2HIH EghW4MgLsJPTwlhgLUOalbtXGvCOEgGNwywgHd 012 7012 13.10-0 20.7.4 26.3.4 33-0.8 39.9.12 46.10-8 4 -11 4 l01 7.0.12 6.9.4 8-9d 54-0 6-9-4 6.9.4 7012 101 US = sx6 = 6.00 12 Scale . 1:83.8 Sx8 11 20 21 1B zz 1e zJ 17 Z4 t0 za to Sze II US we = 3x8 = 5x6 we= t0-5 6 20.7.4 26.3.4 36.5.2 46.10-8 tn.Sii ,nA-te - - SA.A 1n-1-1a 111-5-6 Plate Offsets (XY)--12:0-4-7,Edgel V 0-3-0.0-2.01, (8:0-3-0,0.2-01, 113:0-4-7.EdgeI LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ven(LL) -0.45 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(TL) -0.94 15.17 >599 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.49 Horz(TL) 0.20 13 Na n/a BCDL 10.0 Code FBC2014/rPI2007 Matrix) Weight: 280lb FT = 21MS LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 SLIDER Left 20 SP No.3 3.10.14, Right 20 SP No.3 3-10-14 REACTIONS. (lb/slze) 2=1792/0-2-12. 13=1792/0.2.12 Max Horz2=207(LC 16) Max Uplift2=-425(LC 12), 13= 425(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6.4-12 oc bracing. WEBS 1 Row atmidpt 6-18.8-18.9.17 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3111/1183. 3-4=-3017/1209, 4-5=-2885/1144, 5-6=-2843/1161, 6-7=-2250/1007, 7- 8= 1934/959. 8-9=-2262/1007, 9-10- 2854/1161. 10.11=-2896/1144, 11-12=-3018/1209, 12- 13=-3111/1183 BOT CHORD 2.20=-935/2652, 20-21=-718/2356, 19-21=-718/2356, 19-22=-718/2356, 18.22=-718/2356, 18- 23=-431/1944, 17.23=-431/1944, 17.24- 719/2366, 16.24=-719/2366, 16. 25- 719/2366,15.25=-719/2366,13-15=-939/2652 WEBS 4.20=-238/277, 6-20=-83/488, 6-18=-661/424, 7.18=-223l721, 8.17=.224/749, 9- 17- 662/424, 9-15= 83/488, 11-15_ 238/277 NOTES- ( 10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=25ti; Cal. II; Exp B; Encl., GCpl=0.18; MWFRS ( envelope) gable end zone and C-C Exlerior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed lot a five load of 20.Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 Wide will fit between the bottom chord and any other members, With BCOL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at )oint(s) 2, 13. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 0(=1b) 2=425, 13= 425. 9)' Seml-rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO - Verily dedgn Parameters and READ NOTES ON THIS AND INCLUDED M/!EK REFERANCE PACE M9•T479 rev. IMMIS BEFORE USE. Design Valk] lot use only w11h Milelt®conrecla, lMs dell jn Lt txmd oNy ttpon paometers shown. and fs rot an i nIMcAtd tAddling comptxnent, real a tits system. Soloro use, the IxLUng designee must vodry the arolcabllly of design parameters anti propatly Incotporato this design Into the overall building design. Blocllg Indicated Is fo txtcahng of Individual trim web and/ot chord mernbeis only. Additional temporary and pounaent beacing MiTek' rxovontIS always (oglBod fee stoUlty and to preverel cotiarm with posd)le personal binary and Ixoperty damage. ra 0onetal guidance regaelreg the 6004 Parke East Blvd. ttdxlcallon, slorago. delivery. etectlon and txacing of Inures and tntss systems. seeANSI/TPI I Quality Criteria, 0314.89 and &CSI Building Component Tampa. FL 33610 SafetyInformationovaBadehomtrussRateInstitute, 218 N. Leo Street. Suito 312, Alexandrice. VA 22314. o russ truss type ty T9o93e27 6469 JR33 GABLE ' 2 1 Job Reference tonal Buddem R iatSoutce. Tampa. Plant Cay. Fbndo 33566 7.640 a Apt 19 2016 MiTak Industries. Inc, wed Jul 20 14:44:40 2016 Page 1 I D:IEueaKU2YSR914BZZ11YSCzElxD-_gt2Pvey2hdOaAToaL39vmZxk6m49FsVrY9NRpyw9Hb 0 12 20-7.4 26.34 46.10-e 4 •11 20-7.4 5.6-0 120.7.4 6 Stale . 1:85.4 3x6 = 34 = 6.00 rl2 12 1314 15 1617 is 4x6 II 54 53 52 51 50 49 48 47 45 44 43 42 41 40 39 37 36 35 34 33 32 31 30 4x6 II 46 38 3x6 = 3x6 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014I TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP N0.2 OTHERS 2x4 SP No 3 SLIDER Left 2x4 SP N0.3 1-5-12, Right 2x4 SP No.3 1-5.12 REACTIONS. All bearings 46.10.8 291a CSI. OEFL. In loc) Well Ud PLATES GRIP TC 0.12 Vert(LL) -0.00 29 n/r 120 MT20 244/190 BC 0.04 Vart(TL) -0.00 29 n/r 120 WB 0.14 Horz(fL) 0.02 28 rVa We Matrix) Weight: 361 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS i Row at mldpt 15-42, 14-43, 12.44, 11.45, 16.41, 18.40, 19.39 Ib) - Max Horz 2=207(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 42, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53. 40, 39. 37, 36. 35, 34. 33, 32, 28, 31 except 54=-128(LC 12). 30=-107(LC 13) Max Grav All reactions 250lb or less at joint(s) 2, 42, 43, 44. 45, 47, 48. 49, 50, 51, 52, 53. 54. 41, 40. 39. 37, 36. 35, 34, 33, 32, 28. 31, 30 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-327/100,10-11- 98/255, 11-12=-119/317,12.13=-125/333, 13-14=-118/328, 14.15_ 118/328, 15.16=-118/328, 16-17=-118/328, 17-18_ 125/333, 18-19_ 119/317, 19-20=-98/255 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. II; Exp B: Encl.. GCpi=0.18: MW FRS (envelope) gable end zone and C-C Exlerlor(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2.0-0 oc. 8) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 42, 43. 44, 45. 47, 48. 49, 50. 51. 52, 53, 40, 39, 37. 36, 35. 34. 33, 32, 28. 31 except Ot--Ib) 54=128. 30=107. 11) 'Semi-dgid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 12) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7472 rev. 106MIS BEFORE USE. Deggin vxnkl for use only vAth ANlck®connoctors Ms da*jn b bxned only upon lxaaunetofs shown. and Is lot an WtvkNW bLdd V component. riot a It= systotn. Betoro tne, Iho txachtd clesigrwt must vadfy tho atxxle<t A1Iy of doskjn p acanotors and Ixopedy Incog,,otalo 91t ckWUn into the ovoidl MAditV design. Braetng Indicotod is to ixovont txrcainU of tfx MItO If m web and/ot chord rnerntwts only. Acklitlotxl ternlxxcay caxl petmaneni txactn0 MiTe k' Is c7lwc" tecµbou fa stobElty aM to txovent cdtgxlo wllh posslAo personal "and Ixopotty darrla0e. ror pentad gf/datce to Wlxng Isle kibricatlatl. slata0e, delivery. Lwx:tion arxt bxaCha of tntssos ark! Ines systems seeANSI/TPI I Quality Criteria, DSS-89 and SCSI Building Component 6904 Patke East Blvd. Safety InlormaSon ovallable 9om lass Nate institute. 218 N. Leo Strool, Suite 312. Alexcndfla. VA 22314. Tampa. fL 33610 Job I russ truss type ty y 7e093e2e 64.60 A34 Confrnon Girder 2 2 Job Reference (optional) tsutraers rastsource, t anw, manl fay, ranee uuobb rtun: /.wu a den zu zuu rnrn: /.b+u a AW zz zutb MueR maustaes, inc. wee dui zu tb-+4.db zuto 'aye t ID:fEueaKU2YSR9i4BZZilYSCzElxD-14jeN8RXNOgi3uDGFfhTx?bTbscn2bkhZ5J8Ojyw7X9 3-2.6 6.1.4 8.11.2 12.0.8 3.2.6 2.10-14 2-9.14 3.1.6 4x6 11 54 = 3x6 11 7x10 = 3x8 If 7x10 = Scale - 1:22.9 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.96 BC 0.61 WB 0.94 Matrix) DEFL. In Ven(LL) -0.06 Ven(TL) -0.14 Horz(rL) 0.04 loc) Well Ud 76 >999 240 7-8 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 143lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc puriins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x8 SP 240OF 2.OE, Right: 2x4 SP No.3 REACTIONS. (lb/size) 1=6847/0-2-12 (req. 04.13), 5=4841/0-2-12 (min. 0-2-0) Max Horz 1= 64(LC 28) Max Uplift 1=-1099(LC 8). 5=-1084(LC 9) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=4300/1607, 2.3=-5783/1279, 3.4=-5779/1281, 4-5_ 7650/1696 BOT CHORD 1.9=-13807052, 9-10=-1384/7052, 8-10=-1384/7052, 8-11=-1384/7052, 7-11 =-I 384/7052. 7-12=-137516391, 6-12=-137516391. 6-13=-1375/6391, 5.13=-1375/6391 WEBS 2.8=-368/ 2842, 2.7_ 2284/367, 3.7_ 1056/4944, 4.7- 1520/441, 4-6=-498/2292 NOTES- (13) 1) 2- ply truss to be connected together with IOd (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7. 10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf: h=25ft: Cat. II; Exp B; Encl.. GCpl=0.18, MWFRS ( envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 1 greater than Input bearing size. 9) Provide mechanical connection ( by others) of truss to bearing plate at joint(s) 5. 10) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1099, 5=1084. 11) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2053 lb down and 193 lb up at 0-6-0. 2053 lb down and 193 lb up at 2-0-8. 1709 lb down and 407 lb up at 4.0.8, 1707 lb down and 411 lb up at 6-0-8. and 1707 lb down and 411 lb up at 8-0-8, and 1707 lb down and 411 lb up at 10.0.8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' L9jQ Q"&%.r iVPeremerem end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MA7473 rev. 1603/2015 BEFORE USE. Design vclkf for use only wlih MI Iol0 connoctots. Ihls deslryl is tx7sed only upon paametefs sl»wn. arW h for m RWIvldual Ixddlrlg component, nor o Inns system. Beloto « so. Ino IxIDdng dosignca mttst vodfy 010 ctrXlkaL41ty of a<rAW Ixuanorors crlct Ixopetly eicotpoicno lhis <loslgn Into Iho ovatdl bulking design. (lacing In licated is to rxovonl txtcaRlg of IrWlvkkKSI tntsa web axl/a chor<t membets only. Addillorxf temporary and pormanenl txac[W WOW Is always reMired to stability and to prevent collgxe with Ixxe6110 personal flkey and property damage. For genetal gtddaice regadrlg the raxlcotlom slota0e. delivery. otection aril Ixacing of tnlssescrW Inns systems. saeANSI/TPII Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd. solely Information owflic e, Rom Truss Rale institute. 218 N. Lee Streot. Stdto 312. Alexcrxlft VA 22314. Tampa. FL 33610 Job F russ I russ I ype uty Ply 79093828 61.69 R34 common f3ador . 2 2 Job Reference (optional) Bulldafa F1raISGUM8, T8f11Pa. Ptam Gay, HOnaa 33566 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-5— 54, 1-5— 20 Concentrated Loads (lb) Vert: 7-1707(F) 9-1992(F) 10= 1992(F) 11-1709(F) 12=-1707(F) 13-1707(F) nun•r.blVa JanZVZU1.7'Ml-rO+VaAPtZZZVIOIKIWKInVYWItli,1— wJV,ZV IV:++:.a' I. O1f.c ID:fEueaKU2YSR914BZZilYSCzElxD-t4ioN8RXN0gi3uDGFfhTx?bTbscn2bkhC8 J 7X9 0 WARNWG - Verily design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE 11411.7472 rev. 1003MIS BEFORE USE DesIM wAld lot use only Win IA[ukO conractols. this design Is based only upon rywamoters shown. aril is for an axgvkWcd txRdb V Component not a lotus system. Before use. the Ixddaeg deslVrxn must vodty, the aWicablity of <krslgn rxbamoters arxt pop eny Ineofpcaalo this design Into the ovetdl WvJleatod Is to bucldb IrYgMual truss and/a elxNd memlwos only. Ade6ttorxd lempxary and paimarlent b(aefrlg M iTek' lxYdng design. taaehg pevent V of web Is always toWtod too stability and to Ixovent collaPso wllh p>sg)to posorxll atRay and Ixotxxty damage. Fa gerxnd gukknce tegardfreg the 6904 Parke East Blvd. labricalIM slofago, doitvely. erection (Intl I)tacatg of atusas arxs truss syslelns. sueANSI/tPl I Quality Cdterta.OSS-69 and SCSI Building Component Tampa. FL 33610SafetyIrdormatonovdkritlofromroilsRatehudkdo. 218 N. too Sttoet. Sulle 312. Alexarxlfla. VA 22314. Jobruss russ ype uty ply T9093629 64.69 R35 Comnwn 6 1 Job Reference (optional) tlutraers r-n ztwfl LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 7.0 Lumber DOL 1.25 BC 0.34 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2014frP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Lett 2x4 SP No.3 3-4-6, Right 2x4 SP No.3 3-3-12 REACTIONS. (lb/size) 6=443/0.2-12, 2=505/0-2-12 Max Horz 2=71(LC 16) Max Uplift6=-104(LC 13). 2=-139(LC 12) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 23=-585/249, 3.4=-487/260, 4.5=-487/261, 5.6=-568/249 BOT CHORD 2.7=-112/436, 6.7_ 112/436 WEBS 4-7=0/257 Role nape t zoJseTWhyw9H2 Scale . 1:24.6 DEFL. In (loc) I/dell Ud PLATES 'GRIP Vert(LL) -0.03 2.7 >999 240 MT20 I244/190 Ven(TQ -0.07 2-7 >999 180 HOf2(TL) 0.01 6 rVa rVa Weight: 55 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlfns. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.I NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf: h=250; Cat. 11; Exp B; Encl., GCpl=0.18: MW FRS (envelope) gable end zone and C-C Extedor(2) zone:C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 Wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable o1 Withstanding 100 lb uplift at joint(s) except Qt=lb) 6=104. 2=139. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vedly design paMnWere and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIFTg3 rev. I(IMOIS BEFORE USE. Ooslpn veld la use only with Ml lek0 connectors. Dth desW Is baseal only upxln paamofets shay. areal Is for an Ir,dlWAO bLAdkV Compxxont, not a hue system. Beforo wo. Ito txAdIng designer roust verily the gAAlcotAlly of closlpn paaanelers and property heog3orato Ihk design Into the overall txddhg do-Jgn. 9rascIng Indicated Is to rxovent txnldbV of twilviduc9 muss web and/cm chord metnixnts only. Addllonnd temporary and pormanent boocing Is a 1wcrys nogUtod tot stallllty and to Ixovont eollg)so wllh cello personal hKny and pxop arty datnago. For Ooneral g0da1ee tegaang the fa ricatlon, slaago. dollvoty. oteclbn and lxaclrtg of frtmes anal mess systems. seeANSI/tPl1 Quality Criteria. DS11-69 and SCSI Suilding Component Solely Information ova lla to from Inca Plato Institute. 216 N. Leo Stroo1. Stdlo 312, Alezatrlalrla, VA 22314. 6904 Parke East Blvd. Tampa.fL 33610 Job Icuss Truss Type ty ply T9093630 6439 R36 Common supported GeDls 2 1 i Job Reference (optional) 6uddent 1,e615outce, Tampa, Ptant city, Flonda 33566 r INe t Apr 11/ ZUIO NNIeK IAOUtlllee. Inc. WOO JU1 ZU 1/ 44AZ ZU10 rage 1 ID:f EueaKU2YSR9t4BZZilYSCzElxD•x2_ogbtCait6gUdAim6d_BilBvRhTBvoJseTW hyw9HZ 1412 6.1.4 124e 1412 6-1.4 5-11.4 Scale . 1:24.6 4z6 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 TCOL 7.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 BCOL 10.0 Code FBC2014/fP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-12 REACTIONS. All bearings 12.0.8. Ib) - Max Horz 2=85(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 14. 15. 12. 11 Max Grav All reactions 250 lb or less at joint(s) 10, 2, 13. 14. 15, 12. 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I? a DEFL. In loc) Well Ud PLATES GRIP Ven(LL) 0.00 1 n/r 120 MT20 244/190 Ven(fL) 0.00 1 n/r 120 Horz(TL) 0.00 10 rVa rVa IWeight: SB lb FT = 20°e BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opst; h=2511; Cat, 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip OOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 14, 15, 12, 11. 10) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 11) -This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - V*dty datlgn parameters end READ NOTES ON THIS ANO INCLUOEO MrTEK REFERANCE PAGE MD-7473 rev. 16WIM16 BEFORE USE. I DeaW vdkl lot use only Win ANlekO ccruleclors. Il* de*jn Is Ixtsed only upon paramotefs stlow arld Is for (in Indh4d Ka txdclrlg comrxxmf. not Iatrusssystorn. &+torn tao. the Ixdklrlg doslgrxaf tnusl verify Ito ap(AkxslAlry of dc l lxaarnoters c"J rxoreriy Incorporate 81R doslgn Into tto ovetall txddrlg doslgn. Braehg Indicated Is to rxevenl Ixtcatrlg of IndWu i Ines web amcl/ot chotd momtets only. Ad[Illon l temporary and permanent boning MiTek Is always rocitdted for statselry and to lxevent coflq)so wtlh possilAo personal hftW cffvJ ixopeny damage. For general guidance re0ardlrlg ho kitAccllbn slotogo. dollvery. etactkxt caxl Gating of Inusos and tnrss systoms woANSI/fPl I Quality Criteria, OS949 and SCSI Bulldklg Component 6904 Parke East Blvd. Safety Information avalkAAo from Ittas Note Institute. 218 N. too Street. Stdlo 312 AlaxmUda VA 22314. Tampa. FL 33610 Job fuss truss type oty ply T9093e31 64.69 R37 GABLE 4 t Job Reference(optional) tsuuaets 1-asmource, I atrpa. ram "ay. r101100 crs000 r.o+v . . < 3 --.R ». .v. , I D:fEueaKU2YSR9i4BZ7jlYSCzElxD-tR6YFHuS6w7g3nmZpB653cjdC174x445m97aaaywBHX 20.7.4 263-4 363-12 0 t 20-7.4 5-8-0 10-0-8 Scale . 1:70.7 Sx6 = Sx6 = r- 141S 3x6 II 43 42 41 40 39 38 37 38 35 34 33 32 31 30 28 28 27 26 25 24 US = Sx6 = 36.3.12 Plate Offsets (Y Y)-- 12:0-3-15,0-0-i1L (15:0.2-8 0-1-12t 118:0.3-0.0-2.01 r30:0-3.0.0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(L-) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Veri(rL) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 24 We We j BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 306 111FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 20.27, 19.28, 18-29, 17.31, 16.32. 14.33, SLIDER Left 20 SP No.3 1.6.11 13.34, 12.35 REACTIONS. All bearings 36-3-12. III) - Max Horz2=354(LC 12) Max Uplift All uplift 100lb or less at joint(s) 24, 2, 25. 26. 27, 28, 31, 32. 33, 34, 35, 36. 37, 39. 40, 41. 42 except 43=- 1 52(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 24, 2, 25. 26. 27, 28. 29. 31. 32. 33. 34. 35, 36, 37, 39, 40, 41, 42, 43 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-375/103, 3.4=-365/107, 4-5=-287/80 NOTES- ( 12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsl; h=2511; Cat. If: Exp B: Encl., GCpl=0.18; MWFRS ( envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any other live loads. 9) ' This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 2, 25, 26, 27. 28, 31. 32, 33, 34. 35, 36, 37. 39, 40. 41, 42 except Qt=lb) 43=152. 11) ' Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 12) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - VeNry design parerrtetsre end REAO NOTES ON THIS AND INCLUDEO MITEK REFERANCE PAGE MO.7473 fev. 11413*016 BEFORE USE. Dosgyl vclks la use orgy Win Ml lek®connuclors. Ills desldn Is txssecl only upon ixaanaters Yawn. a cl is lot an IncOvkxxd rAdding comporenl. not a litss system. Bofoto use, the Lxddhg ciesldnot mtrst verily the ar4AcalAlty of desW "arnotots arld rxopofty Incor wale, Inls design Into the ovot<1f daddn. 0racing Indicated Is to txaalrt0 of Irx9Nkkx9 inns web crxs/ot chord members only. Adcliflonal lemporay <trld paimanont Ixacing M iTek' btd<MV rxovonl Is always iegtlrod tot stability and to ixovent collatno wllh posd)lo personal Otitry and rxoperty, damage. rot oenetal gtldalce togcudht0 Ile 6904 Parke East Blvd IalxicalkxLYoiage, dellvety. otoctbn cmd btacfrt0 of maws aid in=systems• soeANSI/IPII Quality Cdfadc. OSS-69 and OCSI Building Component Tornpa. FL 33610 SafetyInfoemallonaval"Ae from irtss Plate Institute, 216 N. Lee Sfrool. StAle 312. Atexarvi kt. VA 22314. Job uSS ruse ype64.69 1'.' ae Ptggybeck Base 12 1 Job Reference(optional) Buadam FkstSource. Tampa, Plant Gay. Flanda 33566 7.640 s Apt 19 2016 W-rek Induslnes. Inc. Wed Jul 20 14'44'45 2016 Page 1 10:f EueaKU2YSR914BZZilYSCzElxD-LdgxSdv4lEFghxLlNufKcgGg77F6gPkE9pt87Oyw9H W O t 7-0 12 13.10.0 20.7.4 263.4 33.0.E 363.12 0.1 7412 6-9.4 8 9_4 5-0-0 6.9.4 33.4 Sx6 = Sx6 = Mr 5x6 11 la la 1/ la 14 IV IJ 12 zu LI 11 3x6 = 3x4 = 3x11 = 3x6 = 3x4 = 10.5.6 20.7.4 i 26.3 4 36-3.12 IrOZA I&I.IA r.Al1 In." 16x8 = seals . 1:70.9 Plate offsets (XY)•_ 12:0.3-15.0-0.7). n:0-3.0.0-2-01,18:0-3-0.0-2-0) 1 LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(I-Q -0.39 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Ven(TL) -0.76 14-16 >572 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.09 11 n/a We BCDL 10.0 Code FBC20141rPI2OO7 Matrix) Weight: 237lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' 2.15: 2x4 SP No. 1. 11.13: 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 WEBS SLIDER Lett 20 SP No.3 3-10-14 REACTIONS. (lb/size) 2=1396/0.2-12, 11=1337/Mechanical Max Horz2=354(LC 12) Max Uplif12=-356(LC 12), 11 23e(LC 12) Max Grav2=1396(LC 1), 11=1405(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2292/845, 3.4=-2218/863, 4.5= 2078/793, 5-6=-2020/810, 6-7= 1386/640, 7-8=-1167/634. 8.9=-1147/528 BOT CHORD 2-16=-923/1953, 15-16=-683/1599, 15-17=-683/1599, 17-18=-683/1599, 14-16= 683/1599, 14.19=-298/965, 13-19=-298/965, 12-13=-298/965, 12-20=-233/538, 20.21=-233/538, 11.21=-233/538 WEBS 4.16=-269/296, 8.16=-101/524, 6.14=-676/432, 7.14= 60/340, 8-14= 212/514, 8.12— 257/173, 9.12=-93/634, 9-11— 1321/610 Structural wood sheathing directly applied or 3.5.3 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. I Row at midpt 6.14, 8.12, 9.11 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opst; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterlor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0.0 Wide Will tit between the bottom chord and any other members, With BCDL = 1 O.Opsl. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ul=lb) 2=356, 11=238 9) 'Semi -rigid plichbreaks with fixed heels' Member end fixity model was used in the analysis and design of (his truss. 10) *This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' eL WARNING . Vedly det19n pommelore and READ NOTES ON rIfIS AND INCLUDED Mn'EK REFERANCE PAGE Ma-7473 rev. 140=01S BEFORE USE. MOM v[ld lot use only wih Ml lek®connoctom Ma design Is based only upon paamoten shown. cod Is for an kxANdxi txAdhg component. not I tnas syslorn. Solace uso. the lxAdng <losVjm mrst vodty the applicc"lly of design r cumlors and potony hconotato ,h6 doskpl Into tho ovorail btgc ing <loslgn Macho Irxlicaed Is to povent buckllrvj of IndlvIclud truss web c d/or chord rn<xnbets only. Ad<tllkxxl tomporary and tormanont Ixacing Welk' Is always requited lot stablilty cnd to pevent collapxse vAth poss9110 p ersorxl Injury ad popeAy damage. Fa genetal glldance rogadng he latxlealerx stotago, delivery, erection orwl txacbV of tnrssas and tntss syslotns. sooAN51/TPI I Quality CAteda, OSS-89 and SCSI Building Component 6004 Parke East Blvd. Safety Inlarmalon av</latAo Ram Inru Plato kutlMo. 218 N. lee Slroot. Sulto 312, Aloxandda, VA 22314. Tempo, FL 33610 Job Truss Truss TWO ty T9093e33 64.69 R3MA ROOF TRUSS a t Job Reference(optional) tsusaers I-astsoutce, tanpa, rlom etry, rfortaa J3b66 1.434U s Apr IV ZU10 Nu IGK InaUelflee. Inc. WOO JUI ZU 14:44V6 ZU10 rape I ID:fEueaKU2YSR9i4BZZ11YSCzElxD-ppEJgzw4dXNX15wyxcAZ91 pqG W gPPrhNDTchlSyw9HV 0 1 31 0 12 13.10-0 20.7.4 23.5-4 26 3.4 31.8.12 3§:2.12 0.1 7012 6.9.4 6.9.4 2.10-0 2.10.0 SS 8 4.7-0 f 54 = 2x4 II Sx6 = AM1`77 S%6 II 1. tr ca - 16 10 14 c1 cc 13 12 Scale . 1:72.1 3x6 = 5x8 = 2x4 II 4x6 = 2x4 11 3x4 = 5x8 We= 10.5.6 20.7-4 22:S-4 26.3.1 31-0.12 36.3-t2 10.5-6 10.1.14 2.10-0 2.10-0 5-" 1-7 0 I Plate offsets (Y Y)-- 2:0-3.15.0-0-71. 17:0-3-0`0.2.01. (9:0-3.0.0-2•ot. n9:0.4.0.0.2.41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ven(LL) 0.33 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Ven(TL) 0.67 16.18 >647 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.08 12 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Attic 0.23 13-14 436 360 Weight: 281 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc puffins, except BOT CHORD 2x4 SP M 31 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing OTHERS 2x4 SP M 31 'Except' WEBS 1 Row at midpt 6.16, 7.16, 11-12, 9.20 15-15: 2x4 SP No.3 JOINTS 1 Brace at JI(s): 19, 20 LBR SCAB 13.14 2x4 SP M 31 one side ' SLIDER Left 2x4 SP No.3 3.10-14 REACTIONS. (Ib/size) 2=1524/0.2-12, 12=1704/Mechanical Max Horz2=354(LC 12) Max Uplill2=-260(LC 12) Max Grav 2= 1 533(LC 2). 12=1958(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2668/651, 3.4=-2592/668, 4.5=-2477/595, 5.6=-2421/612, 6-7=-1809/432, 7-8=-1840/408, 8-9=-1841/406, 9-10=-1251/317, 10-1 1=-1229/160,11.12=-1993/250 BOT CHORD 2-18=-753/2276, 17-18=-500/1969, 17-23=-500/1969, 23.24=•500/1969. 16.24=-50011969, 15-16=-94/1075, 14-15=-94/1075, 14.21=-94/1074, 13.22=-94/1074 WEBS 4.18=-253/307, 6-18=-1121506, 6.16=-671/437, 16.19_ 214/963, 14-19=0/563, 8.19=-271/75, 13.20-898/343, 10.20=-311/306, 11-13=-14611749, 19-20=-56/435, 9-19- 42/942, 9-20=-683/86, 7-19=0l721 NOTES- (15) 1) Attached 8-3.8 scab 13 to 14, front face(s) 2x4 SP M 31 with I row(s) of 10d (0.131"x3") nails spaced 9' o.c.except : starting at 0-0-0 from end at joint 14, nail I row(s) at 7' o.c. for 2-0-0: starting at 6-3-8 from end at joint 14, nail I row(s) at 7' o.c. for 2.0.0. 2) Unbalanced root live loads have been considered for this design. 3) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C•C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 6) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psi) on member(s). 7-8, 8-9, 19-20; Wall dead load (9.0psf) on member(s).8.19, 13.20 8) Bottom chord live load (40.0 psi) and additional bottom chord dead load (10.0 psi) applied only to room. 13-14 9) Refer to girders) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 11) Provide metal plate or equivalent at bearing(s) 12 to support reaction shown. 12) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except (I1=1b) 2=260. 13) 'Semi-dgid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 9AA,I&TiG1CrSiRAQESHOWN IS DESIGNED AS UNINHABITABLE. Q WARNING • Verily design P&Wwters end READ NOTES ON ruIS AND INCLUDED MIMI( REFERANCE PAGE A07473 rov. IaNMIS BEFORE USE. Design vdhl lot use orgy with Mllek®connoclors. rrgs Uoslgn Is bctsocl orgy tpon Ixaarnefors shown, and Is rot cn indMcaNA txAdhlg component, nor o truss system. Before uso, the building (losigrwt must vorlly the c"Alcabllly of design p ncanelots arlcl poperiy IncotPoruto this design into the ovotUl txA(fng design. Brocing htdlcolod Is to pevenl bucWing of hxlividuld muss web and/or chord rnotntxxs only. AddllorvA lornpotctry and pxtn(ulont txoehlg MOW is dways requited lox stability oncl to povenl Collg7so Win possMNo pxsonal Injury rind poIxily damogo. rot genotd gu clonce rogordhlg the latxlcaflon, storage. (IdNory, etection cnci txochlg of trusses (nd lam systoms, swANSUIP1I Quality criteria, OSS-69 and BCSI Building component 6904 Parke East Blvd. Safely Information av(Ad)lo from hum Rate hullkne, 218 N. too Shoot, Sulto 312. AlexarlchkL VA 22314. Tanya, FL 33610 Job FUSS truss type y Ply TOOY3(133 64.69 R38A ROOF TRUSS 8 1 Job Reference Lionel auaaefs reaaoufca, rarrya, rram fry, rMma s. Q 15) 'This manufactured product is designed as an Individual building component. building designer per ANSI TPI 1 as referenced by the building code.' 10:tEueaKU2YSRgi4BZZAYSCzElxD•ppEJgzwjdXNXl5wyucAZg t pgGWgPPrhNOTchfsywoHV The suitability and use of this component for any particular building Is the responsibility of the Q WARNING • VeAry deslpn Paramefen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7479 rev. 16413MIS BEFORE USE. Dosljn %Oki kx use Orly Will Mllek9c0nn0CI0M this design Is Lased only ttpGrt parameters shown. and Is to an hdlvksxl Lxfk8ng component not Cs Was; system 801010 use. the IxBdhig <foskjrbw must vedry the <tiVica bSlty of deslgtl rxxcunulets and pfopody Morpoale I1* design Into Ise overUl bxacMg design. Bracing frxlleatod Is Io Ixovenl lxnekling or IrxgMtkl buss web aril/or etwnd monbets only. Ad<Illkxxn lornpoaty <nd pennanenl txaeing Mi ek• Is always coquit ed Wt sklAlly arW to Ixovenl collapse with possible personal sytry and txolxwty damage. Fof genetal gukkrtce raga cIng the klxk:allom storage. <leltvery. eroclbn and bracing of busses and Inns systems sooANSI/TPI I Quality Cdterla, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Lus Mato Institute. 218 N. lee Street. Srlto 312, Ales<lndtla. VA 22314. Tanya. FL 33610 Job ill I russ I ype T9093e34 6449 R39 Monopach Gadat 2 2 Job Reference (optional) auttaars t-usmource, ronpa, ram fay, 1-10naa J;Zao r.o.v s Apr is zuio mtes maustnes, me wee Jul" i-4 4r ev10 raps r ID:fEusaKU2YSR8i4BZZilYSCzElxD-HOoh1JxLOrVOwFVSUJhohFLOW WOxSDhXS7MEBvyw9HU N6 10.10.2 16.0.15 21.7.4 6 5.2.13 5.2.13 15-8.5 Scale . 1:68.1 US II 602 MT20KS = IOX12 = 6x12 MT20HS II 10x12 = 5.74 10.10.2 1111 21.7.4 t7/i S.9.f't Plate Offsets (X,Y)-- 11:0.0-0,0.0.41.14:0-1-8,0-2-41,-15:0.1-4.0.1.81. n:Edge,0-3-81.18:0-6-0,0-6-0j,j.10:0-3.8,0.641,111:0.5-12.0.1.81 LOADING (psi) SPACING- 2-0-0 CS1. OEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.17 10.11 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(rL) 0.40 10-11 643 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(rL) 0.08 7 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 390 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 'Except' BOT CHORD 4-10: 2x4 SP No.2, 5-8: 20 SP No. 1. 5.7. 2x4 SP M 31 WEBS REACTIONS. (lb/size) 7=8123/0.3-8 (req. 0-3-10), 1=8098/0-2-12 (req. 0.3.10) Max Horz 1=484(LC 8) Max Grav7=8772(LC 2), 1=8709(LC 2) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-15313/0, 2.3=-11152/0, 3-4- 11101/0, 4-5=-5652/0 BOT CHORD 1-12=0/13388, 12-13=0/13388, 11.13=0/13388, 11.14=0/13388, 14-15=0/13388. 15.16=0/13388, 10.16=0/13388, 9-10=0/9940, 9-17= 0/9940, 17-18=0/9940, 8.18=0/9940, 8-19=0/5038, 19-20=0/5038, 20.21=0/5038, 7.21= 0/5038 WEBS 2-11=-150/4134, 2-10=-3984/537, 4.10=0/7552, 4. 8=-7211/0, 5.8=0/9929, 5-7=-9219/0 Structural wood sheathing directly applied or 3.5-7 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. 1 Row at midpt 6.7, 4.8, 5-7 NOTES- (11) 1) 2- ply truss to be connected together with 10d (0.131' x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc, 2x4. 1 row at 0-9.0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 20 - 1 row at 0-9.0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10: Vult=139mph (3-second gust) Valid=108mph; TCDL=4. 2ps1; BCDL=6.Opsf; h=251t; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1. 60 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will tit between the bottom chord and any other members, with BCDL = 1 O.Opst. 7) WARNING: Required bearing size at joint(s) 7, 1 greater than input bearing size. 8) Provide metal plate or equivalent at bearing(s) 7 to support reaction shown 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1385 lb down and 258 lb up at 2.0.0. 1385 lb down and 258 lb up at 4.0.0, 1385 lb down and 258 lb up at 6-0.0. 1938 lb down at 8-0.0, 1938 lb down at 10-0.0. 1938 Ib down at 11.6-8, 19381b down at 13.6.8, 1385 lb down and 258 lb up at 15-6.8, and 1355 Ib down and 258 Ib up at 17.6-8. and 1385 Ib down and 258 Ib up at 19.6-8 on bottom chord. The design/selectlon of such connection devlce(s) is the responsibility of others. 11) -This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' G#&M&pdard Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev. 14193,2016 BEFORE USF- Design wdid rot use only Win Mlfek® connectors. Us design Is based only upon " Itameors shown. and Is lot an Y d1*Jucs building component, not wt a in=syslern. Below use. tte building cosigner must vodfy the atplAlcabllly or designIxrarnetorsandrxopadyIncogwratethisdesignIntoIhoovotallIx/ding design. Bacflg IrxAcalod Is to ptovonl buckling of In WJtxl Inter web aril/ot dots tnernbots only. Additional tampoary (rw Ixlmwrwnt btacing MiTe k' Is always re%ked lot stability and to 1wevent collq)so with posalAo patsonal guy and Ixopeny daanogo. For gonetal guidance rogatdlng the IdxlCalorx stotage. delivery, erection dnd blachlg of Intssas aril taus systems seeANSIMI I Quality Criteria, DSB49 and SCSI Suldlny Component 6904 Parke East Blvd. Safety Information ovallc iNfe Rom inn Rate xutlhdo. 218 N. lee Shool, Sulu 312, AIexccxftkL VA 22314. Tampa- FL 33610 Job rUSS I ruSS I ype , T9093834 U-69 FM Manaptch Girder 2 2 Job Reference (optional) Buaders First5ource, larrpa, Plant Gay. Florida 33566 7.640 s Apr 19 2016 MrTak Industries, Inc. Wed Jul 20 14 44 47 2016 Pop 2 ID:fEueaKU2YSR9i4BZZilYSCzElxD-HOohUxLOrVOwFVBUJhohFLOW wOx8DhXS7MEBvywBHU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert. 1-6-54, 1-7= 20 Concentrated Loads (lb) Van: 9=-1684(F) 12-1317(F)13-1317(F)14=-1317(F)15— 1684(F)16— 1684(F)17=-1684(F)18— 1317(F)19=-1317(F)21=-1317(F) Q WARNING - Vally dedpn panunota s and READ NOTES ON THIS ANO INCLUOEO MMEK REFERANCE PAGE M(F7473 rev. IMMIS BEFORE USE. Design W ld for use orgy vAth MI lek® cormClors. RAs dasl(F1 Is based orgy upon lxxcvnoten Mown. arxl Is for an lndMcW rAddtng compowni. not a tnos syslorn. Boloro too. tho IxBc*V cleagrxn mtrsl vodly Iro c"Aicabllly of cosign lxxcxnotors exW IxoMrty klco(poiato IhUs doslgn Into the overcAl txBc&V design. Bracing Mclicaled Is to proven) buCMing of IndlM KA Inks wet) and/ot chord manntws orgy. AckAllorxA lernpotcry, o W pennanant txactng MiTek' Is always required for skiblilly and to pevent collalne with possBMo personctf tn)uy and ptoperty, darnago. for General Otild nce togadng tho k"IcclHan. sfokrgo. delivery, otectlon cxW tracing of Inrsses cdxl I(=systems sucANSI/1PII Quality Cdtoda. OSS-89 and SCSI Building Component 6004 Parka East Blvd Safety =Mallon csvallMle from truss Nato IruOlulo. 218 N. Lee Skeot, SuA1e 312. AlexcuWrla. VA 22314. Tampa. FL 33610 o fuss fuss ype ty ply 6449 R40 Monop40h 2 1 Job Reference (optional) TBoli3635 Idueaem restsoutce, pampa, rtom cay, rtonoa uaaoo r."V c nFr r. zvro mnes muus.as..- v. j.. cv .. •• .. cvw ray. I D:fEueaKU2YSR9i4SZZlYSCzE1xD-HOohUxLOrVOwFV8UJhohFLI2w0r8lbXS7MEBvyw9HU 73 9 143.11 21.7.4 7. 349 741 7-" 2x4 if 3x4 = 3x4 = 7* 3 14.3.11 21.7.4 7 ,. a 7A f 7J.9 64 = Scale: 3/16'.1' Plate Offsets (X Y)-- 11:0-5-7.Ednel LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Ven(LL) 0.09 7-8 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Ven(TL) 0.22 7.8 999 180 BCLL 0.0 ' Rep Stress Incr YES W S 0.65 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD SLIDER Left 2x4 SP No.3 4.0.14 WEBS REACTIONS. ( Ib/slze) 7=794/0-3-8, 1=794/0.2-12 Max Horz 1=495(LC 12) Max Uplift7=-384(LC 12). 1=-126(LC 12) FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-1206/173, 2-3=-1108/189, 3.4=-688/41, 4.5=-535/65 BOT CHORD 1.10=-595/991, 9-10=-595/991, 8.9=-595/991, 8-11=-309/545, 7-11=-309/545 WEBS 3-10--0/280, 3-8=-517/332, 5.8=-68/503, 5-7=-787/445 Structural wood sheathing directly applied or 5-4-1 oc puffins, except end verticals. Rigid ceiling directly applied or 7-4-6 oc bracing. 1 Row at midpi 6-7.5-7 NOTES- ( 7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=25f1; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS ( envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except (jt=lb) 7=384, 1= 126. 6)' Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) ' This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO • Verily dedyn Paramenrs and READ NOTES ON rNIS AND INCLUDED M/rEK REFERANCE PAGE M07473 rev. I00=016 BEFORE USE Design valid lot use orgy vAlh Ml1a40 connocdots. It* do*jn Is lxdsod only upon p manwtors shown. and Is for an Individual txAddng component, not MR apusssystem. Before me. tho Ixllding adosdgnat must veNy the ayKxlda tAlty of deign patcunolon and Ixoperfy Incorporate this design Into the overall txAdng design. Bocing Indicated is to txrclddng of Individual Inns web and/ot chord maantxxs orgy. Additional Iornporary and permanent 1xaCUfg MiTek' povenlIs always regt6od for slalAlty and to pxevont collapse with possIlAo personal "uty and pxopedy adanago. lot genefd gul darco togadho the falAcallm slorage, delivery. etoctdon and IxackV of tnrssosand tnrss systems seeANSI/TPII Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke Easl Blvd. Tampa. FL 33610 SafetyInformationavallalAohomUtasRateInstlk0o. 218 N. too Shoot. Salle 312, Alexarxl0a. VA 221314. Job russ truss type ply T9093636 64.60 R41 Monopnch 6ty 1 Job Reference(optional) Baddela 1`e9150=0. f arlpa, Plant Orly, Plondo 3M65 1.04U r Apf le ZU1b MI taK inaUaltlea, inc. woo Jul ZU 1e:44:1e ZUIo rape 1 ID:fEueeKU2YSRgi4BZ7jlYSCzE1xD-ICM35exzggdFYP4K21 D 1 ESuAAKJwtoxghnSoJLywgHT 212•IO 6-I.12 136.6 1"-421.6-e 3.2.10 2-t1-2 7.6-10 5$14 2.3 4 Scale . 1:67.4 3x6 = (9 30 = 2x4 II 2x4 II 3x6 II 3.2-t0 8-1.12 13 6 6 193-4 21 6 6 3•?•fn 2.11.2 7$•fe S-6.14 2.33 Plate Offsets (XY)-- f 13:0.6-0.0-4-01 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) -0.10 12.13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Ven(rL) -0.28 12-13 >908 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.45 Horz(rL) 0.13 8 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' 4-14,9-11: 2x4 SP No.3 BOT CHORD WEBS 20 SP No.3 WEBS SLIDER Left 20 SP No.3 I.9-8 REACTIONS. (lb/size) 8=792/0-2.12, 1=792/0-2-12 Max Horz 1=494(LC 12) Max Upliit8=-383(LC 12), 1=-126(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-1240/218, 2.3=•l 188/224, 3-4=-1724/568, 4-5=-855/113, 5.6=-688/129, 8.10_ 761/460 BOT CHORD 1-15=-868/1001, 4.13=-157/417, 12.13=-973/1604, 12-18=-392/690, 11.16=-392/690, 10.11=•408/693 WEBS 3.15_ 388/304, 13-15=-660/1028, 3-13=-274/567, 4.12=-958/608, 6.12=-51/533, 6-10=-877/499 Structural wood sheathing directly applied or 4-3-7 oc puffins, except end verticals. Rigid ceiling directly applied or 5.10.15 oc bracing. 1 Row at midpt 7.8. 4.12. 6.10 NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BC0L=6.0psh h=25fl; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = l O.Opsf. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 1. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 61=1b) 8=383, 1=126. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNINO • Verify deSign Parameter and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M/14472 rev. 14024016 BEFORE USE. Do*jn valid lot Use only VAth Milel8 ConneCtots. Rffs do*p Is txssed only ttpon p atmolors 9xwA , and Is for cn fr1dIvIdu l txedbV component. Pal I truss system. Botae Lao, the lxBdhlg closignot must vodfy Ira c"Alcabllly of dcrslgn "arnolets and txopetly Incofpofato Ihh design Into the overall txAc9ng cktsign. Bracing InUicalod I: to rxevent txtcidhg of In dIvIdu l truss wet) and/or chord mamWs only. Addllloncd lomporary and permanent txacing MiTek' Is always rogtifed Ida stability and to rxevent collapse vAlh IxmSxe personal Injury and property danage. For general guidance tegafd Ing the klbticalkxL slot000. dollvefy, efecllon anti lxaclng of trLases and Irta3 Syrloms, soeANSI/TPI I Quality Cdtoda. OSS-69 and SCSI Building Component 6904 Parke East Blvd. Tornpa, FL 33610SafetyInformationavdllablefromletsRateInsllkdo, 218 N. too Slreot. Stile 312, Alexanddo, VA 22314. ru I fuss I ype ,uty, my reoe3e37jJob64.69 R42 GABLE t l Job Reference (optional) tsuaaen "61bource, tarrpa, rwnt cay, morraa 73Doo r."v a Nx 1v zero m teK Inausines. Inc. Wee Jut zu 19:44:4v "m rage t ID:f EueaKU2YSR914 BZZIIYSCzElxD•EOvR I_ybwS169YfXckkGmgRO?kaEcAwgwR rLGnywBH S 4 a•7 &56 14.10J 19. -4 2t 6e 4.4.7 4-0•t s 6.4.13 4.5 1 2-3 4 Scale . 1:59.3 3x4 = I 3x4 = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) 0.06 12-13 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.55 Vart(f L) 0.18 12-13 >999 180 SCLL 0.0 ' Rep Stress Incr YES W S 0.79 Horz(TL) 0.09 8 We rt/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.10.10 oc puffins, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 4-14,9-11: 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing, Except: WEBS 20 SP No.3 7.3.3 oc bracing: I.15 OTHERS 2x4 SP No.3 6.11.0 oC bracing: 12-13. SLIDER Left 20 SP No.2 2-5-3 WEBS I Row at mldpt 7.8. 6.10 REACTIONS. (Ib/size) 8=792/0.2.12.1=79WO-2-12 Max Harz 1=494(LC 12) MaxUplift8=-383(LC 12). 1=-126(LC 12) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2- 1270/213, 2-3_ 1206/224, 3-4=-1362/379, 4.5=-709/82, 5.6=-567/99, 8.10=-763/459 BOT CHORD 1-15=-658/1036, 4-13=-137/395, 12-13=-720/1219, 12.26=-323/569, 11-26=-323/569, 10.11=-337/566 WEBS 13-15=-645/1035, 4.12=-740/451, 6-12=-104/536, 6-10=-815/463 NOTES- (10) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf: h=25ft; Cat. If: Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) All plates are 2x4 MT20 unless otherwise Indicated. 4) Gable studs spaced at 2.0.0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL = 10.0ps1. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 1. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplilt at joint(s) except Qt=lb) 8=383, 1=126. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWG • Vodly dodgn pammtera end READ NOTES ON THIS AND INCLUDED urrEK REFERANCE PAQE MD7473 rev. 10A)UMIS BEFORE USE. Design will tot use only w4m Mliok®conneclots. Ms design Is based only tgbon Ixramelot4 shown, cna is lot an h g%4ckKl txdding cornl onenl, not a Muss system. Before use. thw txdcdrq closlgnor must verify the applicability of design "a naters and properly Incorporato tits doslgn Into Ire ovetcll b ulaing design. Bracing Incllcoted Is to prevonl txrcatrtg of IndlAducl fora web and/or chard members only. Acldllional lempofary and r."nKrrtant brming M iTek' Is alwao i"ked lot slatwlly and to Wovenl collapno vAlh possible poriortal k#ay and ptopeny dafnclgo. Fot general arkknce togatding Ina fabrication slofago. delivery. oteclion and brocueg of nttssos and Miss systcans. SooANSI/FPI I Quality Criteria, OS8.89 and SCSI Building Component 6904 Parke East Blvd. Tempo. FL 33610SafetyInformationovatlaxofromtrussPlatoInstitute, 218 N. too Strool. SLdlo 312. Aloxandrla. VA 22314. Job ruse Truss Type ply T9093B:i8 64-0 R43 Common 1 1 Job Reference (optional) tsuaissra05ource, r ampa, r'rartr t:ay.'-w-W. , V. ID:fEueaKU2YSR814BZZrIYSCzElxD4bTgVKzDhmtzntEyASFVJtzSGB ILkVz85auoEywBHR 7.1.0 12.1-4 17.1-8 216-0 7-1-0 5-0-4 5.0.4 3x6 30 = 4x6 = 30 = 4x6 II Scale . 1:43.7 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.95 BC 0.82 W B 0.38 Matrix) OEFL. In Vert(LL) -0.32 Vert(rL) -0.71 Horz(rL) -0.01 loc) Well Ud 8-10 >534 240 8.10 >244 180 7 rVa n/a PLATES GRIP MT20 244/190 Weight: I I I lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5.7-12 oc bracing. SLIDER Left 2x4 SP No.3 3.11.6 WEBS I Row at mldpt 4.10 REACTIONS. (lb/size) 1=-172/0-2-12, 10=1441/0.4.15, 7=315/0-2-12 Max Horz 1=172(LC 12) Max Uplifll=-366(LC 26). 10=-186(LC 12), 7=-I l9(LC 13) Max Grav 1=30(LC 23). 10=1488(LC 2). 7=315(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=•133/868, 2.3= 117/904, 3-4-0/856, 4.5_ 248/284, 5-6=-271/152 BOT CHORD 1-10_ 754/129 WEBS 3-10=-438/376, 4-10=-1029/165, 4-8=-148/462, 5.8=-225/253 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0ps1; h=25It; Cat. 11; Exp B; Encl., GCPI=0.18: MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCOL = I0.Opsl. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ql=lb) 1=366, 10=186, 7=119. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify design perimeters and READ NOTES ON THIS AND INCLUDED MlrEK REFERANCE PAGE Mo-7473 rev. 14WW IS BEFORE USE Design vdkl lot use orgy wllh Mllek®connoclom this design Is based orgy urm rwarnolers Yawn. and Is la Cn NYJt AJd building component. riot a Ines systotn. &nloto use. the building deslgnot must varily Iho aWlcoWiry of design rxaotnotors and rxopeny heotpofale this desgn Into Ile overall bulldhtg design. BrackV Indlcatod Is to buckling of Individual Ouss wob aril/a chord membots orgy. Additional lempotary and rwananenl Ixacing WOWrxevont is always recpMed fa stability and to rxovent collarxe with posBAe rarsoral hlluy and properly danage. rot general gtldatco rogacing mo 6204 Parke East Blvd. IatxL-allon, stocogo. dolivoty. etoclion and lxodng of lnrises and taus systems. seoANSI/TPI I Quality Criteria, DS8-89 and I CSI Building Component Tampa. FL 33610SafetyIrgotmaxonavdldxehenbitsHatoInsllluto. 218 N tee Stroot. Sullo 312, Aloxar ddo. VA 22314. Job I Nss Nas ype ,ply T90D3e39 6449 RM Cammon 17", 1 Job Reference (optional) twalare ratasanca. Iampa, mam crry, l-roraa Jsaoo r dlu a Apr IV Will MI lea 11gusIlles, aC. woo Jul W 14:M:w W10 rage I ID:f EueaKU2YSR8i4 BZZilYSCzEIx D4bTgV KzDhmtzrdEJASFVJtzXS82blknz85auoEyw9H R 8-1-0 t2-t-4 18•t$ 21 6$ 8-1-0 4.0-4 4-0-4 5-6-0 3x6 4x6 = 3x4 = . o — 3x8 = 2x4 I Scale . 1:43.7 8-1-0 8.0•e 15.5-0 LOADING (psi) SPACING- 2.0-0 CST. OEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Gtip DOL 1.25 TC 0.62 Ven(LL) -0.14 8-10 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(rL) -0.15 1-10 663 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.36 Horz(fL) 0.01 7 IVA We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 120 lb Fr = 2W° LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD SLIDER Left 2x4 SP No.3 4-6-2 REACTIONS. (Ib1size) 1=478/0-2-12, 10=505/0.4.15, 7=601/0-2.12 Max Horz 1=172(LC 12) Max Uplift I =-216(LC 12), 10=-5(LC 13), 7=-172(LC 13) Max Grav 1=481(LC 23), 10=537(LC 2), 7=601(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-550/365, 2-3=-461/383, 3-4=-535/560, 4.5=•640/472, 5.6=-636/329, 6-7_ 557/308 BOT CHORD 1.10— 320/412, 10.11=-152/361, 9.11=-152/361, 9-12=-152/361, 8-12=-152/361 WEBS 3.10= 387/362, 4-10= 327/247, 4-8= 159/363, 5-8=-293/286, 6-8=-210/505 Structural wood sheathing directly applied or 6-0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 9-10-10 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=6.Opsf; h=2511: Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except 01=1b) 1=216, 7=172. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily deadgn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M&7472 rev. 16132MIS BEFORE USE Design vdV1 for use only Win MIIekS corlroclom IMS design Is bcsod only upon paaneters shown. Oral is lot an I WMcAuf "ding component. not a tniss system. Beloto use. Ito Ix1Ydrlg designer must verity tlo applIcc"Ity of design puianolc'rs and propaily heorporato this design Into Ito ovad,, txdc&V design. Bracing Indicated Is to rxovont buckling of individual truss web and/ot chord members only. Add lrxx a lempordxy and permanent bracing M iTe k' Is dwdrys ro"ed for sic"lry and to pxovent collapse wtlh pou"o personal 111ury and rxopxxty damage. for general gu ldalco regarding the kAxlcatio . starago, clolNery. election and lxacklg of trusses atcl miss systems seoANSI/1PI I Quality Criteria, OSB-69 and SCSI Building Component 6904 Parke East Blvd Safety Information avdldxo from Truss Nato Insllhro, 218 N. too Strool, Sudlo 312. Alexandra. VA 7z314 Tampa. FL 33610 Job I rues Truss Type ply T0083840 64.69 R46 Common Structural Gable tty 1 Job Reference floral Buddan FirelSource. Tampa. Plant City. Florida 33666 7 640 s Apr 19 2016 MrTak Industries. Inc. wad Jul 20 14:44:51 2016 Page 1 ID:f EueaKU2YSRgi4BZZilYSCzElxD-An 1 Clg_rS4?gPspvjgmks5W m5XSu4Ak7NIKSKgywgHO 6.2-6 12.1 4 16-8-2 21.6 6 6-2-6 5.10-14 4•6-14 4.10.6 4x6 = 36 J r' 3x4 = 14 13 12 11 10 g 8 7 5xl2 = Scale . 1:44.6 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.37 BC 0.28 WB 0.45 Matrix) DEFL. In Vert(LL) -0.03 Vert(TL) -0.08 Horz(TL) 0.01 loc) Well Ud 1-15 >999 240 1-15 >999 180 7 rVa rVa PLATES GRIP MT20 244/190 Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6.7: 20 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3.5-8 REACTIONS. All bearings 12.3-12 except Qt=length) 1=0.2.12, 14=0.3.8. lb) - Max Horz 1=172(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 1=-118(LC 12), 12=-266(LC 12), 7=-143(LC 13) Max Grav All reactions 250 lb or less at joint(s) 7, 13. 11. 10. 9, 8, 14 except 1=406(LC 23), 12=774(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-487/195, 2.3=-418/211 BOT CHORD 1-15=-211/374, 14.15=-211/374, 13-14=-211/374, 12.13_ 211/374 WEBS 3.12=-495/315, 4-12=-320/117 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft: Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118lb uplift at joint 1, 266lb uplift at joint 12 and 143 lb uplift at joint 7. 10)'Seml-rigid pilchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 11) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q "RNWO - Vetf/y design parametwe and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M0.7473 rev. ION32015 BEFORE USE. Design vtlks lot use orgy wllh Ml lek®connectots. mis design b based only tq±on (?7amelets Yawn. arkf Is tot an IndMdual "dlelg component, not a trim system. B efoto we. the bull irtg design t must verity the appllcaUllry, of design patarnetors and prolxrty 1coqtorcde 01lc design Into the ovaaID txddtlrlg design. boding WKftatod Is to ptevont bucaka of IndIvlduU truss web and/or chord frtomtx:rs orgy. Additional Iernpotaty and pernaaxenl trocft MiTek' is always rogthed for stability and to prevent corlglse wllh lxoss&Ae personal hpxy and lmopeny dornage. for genotal guidance toga dung the klxlcalIm stot000, dollvdny. election and txaalng of trusses rind truss systems. seoANSI/11111 Quality Criteria. DSB-89 and SCSI Building Component 6204 Parka East Blvd. Safety Intormallon ava ll( a from truss Nato ktsllMe. 216 N. too Street. SUB 312. Aexandrks. VA 22314. Tampa. fL 33610 Job I fuss Truss Type ty Ply T9003841 64.69 R46 Connor 2 l Job Reference(optional) Buddefe FeSi50ufCe. IQnVa, Plant Oay, I-MaGe 33566 r.wu a qx rrr zero m. r ek rnausrrrae, mc. W.6 our zv r..44- zv ro r.w. r I D:fEueaKU2YSR9i4BZ7jlYSCzElxD•ezbawO?TDN7h0005HsHzOl3z 1 xpzpikGeP3?s6yw9HP 4.10-4 9-toe 1o•11•a 4-10-4 5-0-4 1-0.12 UIS II 4x6 = zxa a 3x6 II Scale . 1:21.9 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. In loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 5-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.03 5-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.08 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. SOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 20 SP No.3 SLIDER Left 2x4 SP No.3 2-8-7, Right 2x4 SP N0.3 2-9.2 REACTIONS. (lb/slze) 1=362/0-2.12, 5=426/0-3-8 Max Horz 1=-61(LC 13) Max Upliftl- 84(LC 12), 5=-120(LC 13) FORCES. (Ib) - Max. ComplMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-455/218, 2-3=-384/228, 3.4=484/227, 4-5=-469/217 BOT CHORD 1-7= 86/343, 5-7=-86/343 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDI-=4.2psf; BCDL=6.Opst; h=251t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joints) 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 1 and 120lb uplift al join) 5. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verity daWgn peremeters and READ NOTES ON THIS AND INCLUDED r4rTEK REFERANCE PAGE 11,1/1-7473 rev. IM2,2016 BEFORE USE Doslgrn vdkl far use only with Idllek® connectors. R* deskm Is based only upon Ixearfelers shown, and Is for an IndMdual "ding component, rot a tam system. Balote use. the bt/ldi ng dosljnet roust verily One ("Aloabllly of design Ixaamelots and pxopetly InCorpoiato Bnis down Into the ovotdl txldrs0 design. Bracing tnxacaod B to buclding of IndNkfucl truss web and/ot chord members only. Ackillowt too nrorary and pamrdnent txacVQ MiTek' ptovent Is always tegtetod tar stability and to povonl cotlgxte wllh loss9)le pxrsond Initay and Ixoporty damage. For general gtldcnco tegardng the 6904 Pa East BlvdrkParkesamissesandInsystems, oANSI/TPI I Quality Criteria, OSS•S9 and SCSI Building Component fobaricatlortstorage, delivery. otoctlon nd b oacbng of mm To EastO mPo, Safety InformationavalablefromInnsRateOrule, 218 N. tee Street. Stlfo 312, Alexandria. VA 72314. Job Tfuss fuss ype T9093842 li4.69 R47 Common Structural Gable 2 1 Job Reference tional Builders Feslbourca, larrpa, Ptam coy. Florida 33566 7.540 a Apr 19 2016 W leK Indutlrtae. Inc. wed JUI 20 14.44 52 2016 Page 1 I D:fEueaKU2YSR9l4BZLIYSCzElxD-ezbawO'1TDN7h0005HsHzOl3z 1 xpzpikGCP37s6yw9HP 4.10.4 9.10-6 10.11.4 4-10.4 5-0.4 1.O.12 Scale . 1:21.9 3x6 II 4x6 = 2x4 34 II 4.10.4 9.9-0 9.10.8 t AA MA A-t f419 f1.1 -n Plate Offsets (XY)-- 15:0-3-15.0-0-111 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 5-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Ven(rL) 0.03 5-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Hofz(rL) 0.01 5 We We BCDL 10.0 Code FBC2014frP12007 Matrix) Weight: 50lb FT = 20'. LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-8-7, Right 2x4 SP No.3 2-9-2 REACTIONS. (Ib/size) 1=362/0.2.12, 5=426/0.3.8 Max Horz 1= 61(LC 13) Max Uplifil=-84(LC 12), 5=-120(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=455/218, 2-3=-384/228, 3-4- 384/227, 4-5=-469/217 BOT CHORD 1-7=66/343, 5-7=-86/343 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vut1=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opst; h=2511; Cat. If: Exp B; Encl.. GCpi=0.18: MW FRS (envelope) gable end zone and C-C Exterlor(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Gable studs spaced at 2.0-0 oc. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 1 and 120 lb uplllt at joint 5. 9) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vedly dsWgn PamnWen and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M9.7173 reV. 140MIS BEFORE USE. Drftm valkl lot use orgy vA01 Ml lekib connectors. 9ls design Is based orgy upon parameten Ywwn, and Is lot cn Individual building component not a trios syslaln. Before use. llw b ldrlg deslgrxx must verily Itw (g)plicabllly of das11p1 lXJramelots axl property Incorpotata this design Into IM overall buildinging doslgn. Bracing Indicated is to Ixovanl buckling of IrWNkkul truss web are/or choral lnumbers orgy. Addllbrt l tefnlxxcay and permanent txacklg MiTek' Is always toaplrod lot staixllly and to ptovent collapso with possible petsonxl Wuy and property dkmtago. for general guidance regarding iM fdxlcatlon, skxago, dolivery. erection a na txcscing of trussos and truss systems. WOANSI/TPI I Quality Criteria, OSS49 and SCSI Building Component 6904 Parks East Blvd. Safety Intormallon avatlkxxo from Inas Rate InsOkAo. 218 N. Log Street. Sullo 312. Aloxaldrkl. VA 22314. Taupe. FL 33810 uns truss type oty ply T9093843jJob64-69 1'.'48 GABLE t 1 Job Reference(opfionall tludders "siboutce. I arrps. YIard (lay. Flaflaa .r:rbbb 1 0 1u e la euic ml l ex IRV VSIFIGS. RIG. WOO JVI [V 14.44- % dV 49 aye I I D:IEusaKU2YSR9rt BZZII YSCzE Ix D-eMjKLfOkl?NPGKXU PHJ RTj8BylOAHT2Z3jY6x?yw9HN 4d-7 a•Sb 14-10.9 19.3.4 21.7.4 Id-7 4-0.15 8.5-3 4.4.11 2d-0 Scale - 1:59.5 4x6 = 1 3x6 11 15 -- 14 6x8 = 3x4 = 9 a 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014frPI2007 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 Except' 4.14,9-11: 2x4 SP No.3, 10-13: 2x6 SP No.2 WEBS 20 SP No.3 OTHERS 20 SP No.3 SLIDER Left 20 SP N0.3 2-5-3 REACTIONS. (lb/size) 1=1030/0.2.12, 8=1219/0.3-8 Max Horz 1=495(LC 8) Max Uplift 1 =-308(LC 8), 8=-704(LC 8) 3x6 II CSI. DEFL. in (hoc) Well Ud TC 0.71 Vert(LL) 0.12 12-13 999 240 BC 0.63 Ven(TL) 0.2112.13 999 180 we 0.60 Horz(rL) 0.11 8 n1a We Matrix) PLATES GRIP MT20 244/190 Weight: 221 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10.11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 6.4.14 oc bracing: 1-15 6.11.8 oc bracing: 12-13. WEBS 1 Row at midpt 7-8. 4-12. 6-10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1711/499, 2.3=-1647/512, 3-4=-2090/845, 4-5=-1088/337, 5-6=-945/353, 8- 1 0=- 1 192f7I3 BOT CHORD 1.15=-860/1413, 4.13=-343/684, 13-37=-1111/1887, 37-38=-1109/1880. 38.39=-1106/1876, 12-39=-1105/1870, 12.40_ 529/908, 40-41=-529/908, 11.41=-529/908, 10.11=-523/879 WEBS 3-15=-405/328, 13-15=-e65/l435, 3-13=-242/462, 4.12=-1102/658, 6-12=-454/983, 6-10=-129WS2 NOTES- (12) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=25111: Cat. II; Exp B; Encl., GCpi=0.18. MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI I. 3) All plates are 2x4 MT20 unless otherwise Indicated 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed lot a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 1 and 704 lb uplift at Joint 8. 9) 'Semi -rigid plichbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 81 lb up at 7-6-8. 121 lb down and 71 lb up at 9.6.8, 94 lb down and 80 lb up at 11.6.8, 94 lb down and 80 lb up at 13.6.8.94 lb down and 80 lb up at 15.6.8, and 94 lb down and 80 lb up at 17-6-8, and 106 lb down and 86 lb up at 19.5-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 12) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any ConQ0%WAWiRg Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily dedpn P&MnWore and READ NOTES ON THIS AND INCLUDED AtITEK REFERANCE PAGE A07473 rev. IMMIS BEFORE USE. D[-sigh v olid lot use only vAln MI Iek,A connectots. Ms design Is based Only upon percimeters Sh w and ISfor on htllNdrrl building compOF10M. not a irttss syslern. Belote use, th101xAd10 dre4sofmustvadlyliveoprASablIllyofdloslgnparatnotorsandpopedyInco(Wato this doskln Into the ovotall to dAng design. Bracing hdk:alod is to lxrcklhg of WK]Wucd Iruss web aryl/a chord motrib els only. Additional lernpotarycInd txnmanont tracing M iTek' lxevonf ISdAways re%dred lot stability and to lxovenl cdlaim Win I»s*:de petsond k#wy and poix" darnape. for General atklance togard ing the kdxtcation. stofago. dlallvery, otection and txackl0 of trusses (Ind Mrss systems. soOANSI/tPI I Cuallly Cdtedo. OSS•89 and SCSI Building Component 6904 Parka East Blvd. Tampa, FL 33610 Satoty InformationavcAladeDanIrusNotehsllane. 21a N lee Street. &Ale 312. Alexandria VA 22314. Job ruse ruse type T9093843 64d8 Roll GABLE 1 1 Job Reference tional Builders Firosourte. Tanga, Plant Gay, Fbnda 33566 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-7=-54, 1.14=-20, 11.13=-20, 8-9=-20 Concentrated Loads (lb) Vert: 11_ 106(B)36= 57(8)37=-121(8)38=-94(8)39=-94(B)40=-94(B)41_ 94(B) r We a Npr iv zwo mien indusIrsrs. RIG. Wed dui zu i•--'.le aye. 1 D:(EueaKU2YSR9i4BZZIIYSCzElxDeMIKLigkf9NPGKXUPHJRTj8BylOAHT2Z3jY6x9yw9HN Q WARNING - VeAfy design penrrefen and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mff 7473 rev. I0,,103,2016 BEFORE USE. Design valkl lot use only vAlh Ml loW Convectors. flits design Is based Only upon Ixiramefofs shown. and is for an hdvkAK11 txAdIng component, nol a truer system. Before use. Ita txAdrlll designer roust verity the applieabflty, of design lxrametefs and IxOpedy trleorlwfate this design Into the oveldl Ixddrlg design. aocklp I dicakrd Is to Ixrcalnp of trrdNkluul Inns wob and/or Chertl members only. Additional IomIxxdry and perrnarent bractrlp M iTek' Ixovent is always io%*od lot stability and to prevent collapse with poss"o personal Irlirry and Ixoperty, damooe. For general gt'darlce regarding the 6004 Parke East Blvd. talxlCafkxL stotago. delivery. eroctlon and WICIng of Inisses and Inra systems, seeANSI/IPI I Quality Criteria, DSO.89 and SCSI Building Component Tampa, FL 33610SafetyInformationawflallAefromIncaRateInstitute. 216 N. Lee Street, Suite 312. Alexandria. VA 22314. Job I ruse Truss Type oty ply T90g3844 84.69 R50 Common t t Job Reference topiional outwers reoaaume. aarrpa. rmra..y, rarraa 34 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.04 1.6 >999 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Ven(TL) -0.09 1.6 >957 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 Na Na BCDL 10.0 Code FBC20141TPI2007 Matrix) I Weight: 331b FT = 20°0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins, except BOT CHORD 20 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing. SLIDER Left 2x4 SP No.3 2.8-7 REACTIONS. (Ib/size) 1=262/0.2.12, 5=262/0-4-3 Max Horz 1=100(LC 12) Max Uplift 1 =-61 (LC 12), 5=-65(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=25ft; Cat. II; Exp B; Encl., GCpi=0.18 MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This tens has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide willfitbetweenthebottomchordandanyothermembers. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. t 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 1 and 65 lb uplift at join) S. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNINO - Verily design perensstere and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MIF7473 rev. 1&0=016 BEFORE USE. lDeskswgklfortrioonlywilhMIlets® conractom (W doslgn Is Wl d only upon rwrurnefers ihown. ardt Is lot an Indivkktal Ixtldtrng component, not a trim system. Bogota uso. Ito tx/ldIng deslgrxn must verify Iho g)slICobllty of design pcacerwrstaMI prop edy Mog»rcntfs o IclesignInto Ito ovorul txdcltrtg doslgn. Braehg IrWkaled Is to budding of InetNkluul truss web anal/ot chord members only. Adcilbral lomporaty crxl porrnarenl btaeing M iTek' ptovont Balways te"od got skgIAIIy and to rxevent collgno wllh pule pxstsorxL Wuy and IxopleM dano0e• For amoral guidance togarcbg W 6004 Perks East Blvd. lalxkallom stotoge. doltvoty, orocilon awl brocing of Inrum and Inns systotns, suoANSI/VI I Quality Criletla. OSS-69 and SCSI Building Component Safety Information avallao from buss Hato Iruttlule. 218 N. Lao Slroet, SUIo 312. Nettandtta. VA 22314. bl Tempe. FL 33610 Job T russ russ ype T9093645 64.69 R51 Cnanman 1 1 Job Reference(aptionall Busdars Hast5ource. t arrpa. Pom Goy. Honda a3666 7.640 a Apr 10 2016 Nk rek Industries. Inc. Wed Jul 20 14:44:55 2015 Page 1 I0:fEueaKU2YSR9u4BZ7rl YSCzE1xD-2YHjZ21 MW IVGuT6gy?rgOwhTK9tFO2ai1NIRRyw9HM 4.10.4 9.2.11 4-10.4 4.4-7 Scale - 1:21.4 4x6 = 3x6 II LOADING (psi) SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 9- 4.10-4 9.2-11 A_A_7 CSI. DEFL. in loc) Well Ud TC 0.22 Vert(LL) 0.01 1-6 999 240 BC 0.19 Vert(rL) 0.03 1-6 999 180 W B 0.07 Horz(rL) 0.01 5 rVa n/a Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2.8-7, Right 2x8 SP 240OF 2.0E 2-6-8 REACTIONS. (Ib/size) 1=341/0-2-12, 5=341/0.4.3 Max Horz I=55(LC 12) Max Upliftl_ 81(LC 12), 5=-77(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-407/203, 2.3=-336/212, 3-4=-336/220, 4-5=-412/208 BOT CHORD 1-6= 78/301, 5.6=-78/301 is 3x12 MT20HS II PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 45 lb FT = 209b BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Ops1; h=2511; Cat. If,, Exp B; Encl.. GCpi=0.18: MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 1 and 77 lb uplift at joint 5. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' I Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUOEO MITEK REFERANCE PAGE MI 7473 rev. 10=2015 BEFORE USE. Deskyt wltl for use only with tAtek®cornectors. this desIM Is based only upon txnameters shown. and Is tot an Inc6W AKil bulcMg componont, not o (russ system. Before use. the building doslgner rust verily the g4Alcc itAity of design rxnarnelas and rxopotly ncorpotato this design Into the overall Ixldtrng design. Btaeing Indicated Is to rrrovent budding of trxlMclu d truss web and/or chord members only. Addillorxd larnporay and pounarnatnl bracing M iTe k' Is always tegUted lot stability and to txovent cdtalno wllh posslllo personal k*ffy and propeAy, danago. For general gtklance tegardi ng Me xicollon, slaago, delivery, otecllon and txctckag of trusses and buss systems, SocANSI/TPI I Quality Criteria. OSS-69 and SCSI Building Component 6904 Parke East Blvd Safety Information available 9om truss Plato Irutltulo, 218 N. Leo Street, SUIo 312. /4excn ftk-L VA 22314. Tampa, FL 33610 Jobruss T runs ype ry ply TWD3848 6469 R52 Han Hip Gkder 2 1 Job Reference (optional) Omar& FaaSowca. t ampa. Pram Lary. Frorwa;rtace "M- Zr ar ev a o nor a eaanrausamwZ.-- ova -as" ray.' ID:fEueaKU2YSR914BZZIIYSCzElxD-2YHjZ21 M W I VGuT6gy9rgOwhOy9izOyYiINIITRyw9HM 4.11-12 6.11.4 4-11-12 1.11.0 Scale - 1:21 A 20111 2 Sx8 - 3 3x8 II - „ 6x8 = I 4.11.12 8.11-4 4.11-12 1-11.8 Plate Oftsets Y Y)-- 1:0.4-13.0-"l (2:0-6.0 0.2-81.(5:0.4-12.0-1-8) LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Ven(LL) 0.05 1-5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ven(rL) 0.10 1-5 781 180 BCLL 0.0 ' Rep Stress Incr NO WS 0.46 Horz(TL) 0.01 4 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 40 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEDGE Lett: 20 SP No.3 REACTIONS. (Ib/size) 4=981/Mechanical, 1=1040/0-2-12 Max Horz 1=124(LC 8) Max Uplift4=-366(LC 8). 1=-301(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-856/258 BOT CHORD 1-6=-273/701, 6.7=-273/701, 5-7- 273l701, 4.5= 285/764 WEBS 2.5=-226/1204,2-4=-1396/522 Structural wood sheathing directly applied or 5.8-1 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (11) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl; h=25fl; Cat. II; Exp 8: Encl.. GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) - This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at Joint 4 and 301 lb uplift at joint 1. 8) 'Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 261 lb up at 4.11-12 on lop chord, and 436 lb down and 128 lb up at 1.0.0, 436 lb down and 128 lb up at 3-0.0, and 110 lb down at 4.11-12, and 436 lb down and 128 lb up at 5-0-0 on bottom chord. The designtselectlon of such connection device(s) is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). 11) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Ven: 1-2=-54, 2-3=-54, 1.4=-20 Continued on Dew 2 Q WARNING - Vedly design penrinotere and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE M -7479 rev. 144LVAIS BEFORE USE. De*pn %Oki rot use only with Mllek®connoclam n* design Is based ordy upon paatnetea shown. and Is lot an Individual buldfrng component. not a Inns system. Belote use, the txlldkV designer (must verity Ile arolc a7ilty of design paranoton end perproly Inaorixxato M design Into to ovetall bllding doslUn. Bracing Indicated Is to buckling of Individual inns web and/o( ctard members only. Addilioncx empoucny cad ponnanent bxcicing MiTe k' rxovoni R always teed al stability and to prevent coligxso Win pos911e personal k*sy and property danage. ra general gkknco regarding Iho 6904 Parka East Blvd. klxk:alkn, storage, (to". orectlon and Ixacho of Insses and inns systems. seeANSI/1PI I Ouallty Criteria, OSS-69 and SCSI Building Component Tanga, FL 33610SafetyInformationavcDablefromIsmPlatoInsnluto. 218 N. too Street. Sidle 312. AtoxaMNa. VA 22314. o russ russ ype ty ply T9083&6 64-w RS2 HOG HIP Gkden 2 1 Job Reference(optional) Mmare rremsorrce, tompo, rum crry, rrarao sxj a LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-503(F=-436, B— 66) 2-151(B) 6=-436(F) 7— 436(F) Wv a npn iv ztno M11W IngYelnlW.11lG Wep""11:M:aa"--904 ID:lEueaKU2YSR9r4BZZilYSCzElxO-2YHIZ21 MW I VGuT6gy?tgOwhOy9agyYilNlfTRyw9HM Q WARNING • Verily derlpn pardnWon and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE MIIF7473 rev. 111,03?016 BEFORE USE. Oeslrlrl vdkl for use only with MI lekf9 connectors. Inls deslgl Is based orgy upon pertmotem shown, and Is for an IndhAdul bolding component. nor G truss system. Before use. the txBdhg designer roust verity Iho c"AkabWy of design p munelets ad popedy Wogxxolo this design Into the overdl Ixdclrvj design. IlackV indicated Is to pevent twekling of Individual truss web ad/ot chord members only. AddOor d temporary anal parnanont txoctr,g MiTek' is dwcro te%iiod fa slc"lIty and to lxovent cdlgno wtih posWo lersorO"ants ixoleny damage nor Doneraigudcrnco regarding lho fobxlcalbn, stos000. dcgNony, orecilon ord Lxcieft of tnrssos ci d miss systurns. socANSI/1PI1 Quality CrlteAa, 018-89 and SCSI Sulldtng Component 6904 Parke East Blvd Safely Information clvcgkiUo from truss Plate InsGfrrie. M N. Lee Street, sure 312, Alexandria, VA 22314. Tempo. FL 33610 Job Truss Truss Type Y Fly TOM047 6469 R53 MONO TRUSS 2 1 Job Reference Ilona matters reasource. t artpa, rtam cay, monaa Tmtiti r.wu s Apr iw zuio tw t sa rnausutes. fne. wee our zu 14A4:ae zuio rags i I D:tEueaKU2YSR9i48ZZilYSCzElxD-W Ig5mO2_Hce7VdhtW rMvZ8Do8Y6DIRVsX 11 D9tyw9HL 36.11 64 1-4 36.11 3-4-0 30 = -- •• 3x8 06 = 36.11 6-11.4 36.11 3.4-9 I Plate Offsets (XY)-- 11:0.0-0,0.1-01 LOADING (pst) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCOL 10.0 Code FBC2014/TPI2007 CSI. DEFL. in loc) Well Ud TC 0.35 Vert(LL) 0.02 1-5 999 240 BC 0.46 Vert(rL) 0.03 1-5 999 180 W B 0.35 Horc(rL) 0.01 4 n/a nla Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No 3 BOT CHORD WEDGE Lett: 2x4 SP No.3 REACTIONS. (lb/slze) 1=991/0.3.0, 4 =e 11 /Mechanical Max Horz 1=164(LC 8) Max Uplilll=-239(LC 8). 4=-280(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-1097/233 BOT CHORD 1.6= 314/914, 6.7_ 314/914, 5.7- 314/914, 5.8=-314/914, 4-8=-314/914 WEBS 2-5=-193/917, 2-4=-1073/367 Scale - 1:24.6 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% Structural wood sheathing directly applied or 5.5.4 oc purlins, except end verticals. I Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 1 and 280 lb uplift at joint 4. 6) 'Semi-rlgld plichbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 436 lb down and 128 lb up at 1-0.0, and 436 lb down and 128 Ib up at 3-0.0, and 436 lb down and 128 lb up at 5-0-0 on bottom chord. The design(selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Ven: 1.4=-20, 1-3=-54 Concentrated Loads (lb) Vert: 6=-436(F) 7=-436(F) 8=-436(F) Q WARNING - Verily desten parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.74173 rev. Ian =IS BEFORE USE. Dask/1 valid lot use only wpm Mllelt® connectors. Ills design Is tined only upon paameters shown. and Is lot an Individual I..xAdhg component. not a tram systan. Before tee. Itro building designer roust vastly the alxllcalbllly, of <krsigl "asnelars and properly hcogxxale this design Into Itw overall building design. Bracing Indk:aled Is to provont bucatrlg of Individual tom web and/of Chad rnanntxxs only. Additional lompoaay and permanent txaotng M iTek' Is always required la stability orld to pxovent collapse with p osslblo personal Ixopetty damage. Fot general gdrdance roWding the lalxicallon. stof<1go. dolfvefy. erection and LxactnU of trusses and tram syslorns, seeANSI/TPII Quality Criteria, OSS-69 and SCSI Building Component 6204 Puke East Blvd. Safety Information avdAabxe tram truss Nato IrutlMe. 218 N. too Street. Suite 312. Alexaldsta, VA 22314. Tampa. FL 33610 Job runs puss ype ty Fly T9oe3e.e 64.69 R54 Common 6 1 Job Reference Uonel uumom rrstaource, T ampa, rem tty, room .s 09 • w• 1. . .--. r. I D:IEueaKU2YS R8i48Z7il YSCzE IxD-?xOTzi2c2wmz7nG34Ot85LmmtyU6Uyd?lhnmYKywBHK 6.2-0 12.4.0 6-2-0 6.2-0 US = 2x4 11 3x6 II Scale: 172'.1 • LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rPI2007 CSI. TC 0.41 BC 0.36 W B 0.10 Matrix) DEFL. in Vert(LL) -0.03 Vert(TL) -0.07 Horz(TL) 0.01 loc) Well Ud 5-6 >999 240 1-6 >999 180 5 n/a Na PLATES GRIP MT20 244M 90 Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudlns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3.4.10, Right 2x4 SP No.3 3.4.10 REACTIONS. (lb/size) 1=456/Mechanical, 5=456/Mechanical Max HorZ 1=66(LC 12) Max Uplilll=-108(LC 12). 5=-108(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-597/259, 2-3- 519/271, 3.4- 519/271, 4-5=-597/259 BOT CHORD 1-6=-125/465, 5.6=-125/465 WEBS 3-6=0/265 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=2511; Cat. II: Exp B; Encl.. GCpf=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to glider(s) (or truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 1 and 108 lb uplift at joint 5. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI i as referenced by the building code.' 0 WARNING. V*rlfy design penmefers end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 140=15 BEFORE USE. Oosign vaild (of use only with Mllokl9 connectom llls doslgn Is based orgy upon parameters Mown. and is lot an indlvkAtd l"dklg compononl. not a Ituss systetn. Befoto uso. Ira txgdhg dosigrm rnttsl vodty the c rot aMity of design pxr<rnotors and popotly hcotpofato M design Into the ovofall design. Bracing IrdlCated Is to Ixfcldlrld of individual intss web and/or chard momtxxs orgy. A<kIDkxxl lefnporay and podtnartenl txocatg M iTek' buIdI lg prevent is always tegttrod lot stability and to pevent collgze vAlh possible patsoral aytry and popery danogo. Fot 0enetad guidance teWdIrtg the 6904 Pafke East Blvd. kdXIcatkxi stofago. dollvefy. election and bracing of lamses and tots systems. SeeANSI/IPI I Quality CArodo, OSB-09 and SCSI Building Component Tampa. Fl. 33610SafetyIMotmationovallabfleSanlttmRateInstlnAe. 218 N. lee Street. StAto 312. Alexadfla, VA 22314. Job s I ype ty ply T9023849 64.69 RSS Comnan 2 1I Job Reference Kona Butldete FestSoucce. Tanpe. Plaid City. Fbnda 33566 1 64u t APt la zwo r tax inausines. Inc, woo Jut zu 14 44'*t zwo rage i I D:fEueaKU2YSR9i4BZZ11YSCzElxD-?xOTzi2c2wmz7nG34Ot85LmnTyUlUyl?lhnmYKyw9HK 1-0-12 6.1.4 12.2-8 133.4 1012 6.1.4 6.1.4 1-0.12 Scale . 1:25.2 4x6 = l 0 3x6 11 2x4 II 3x6 11 1.4 _ _ 12.2.8 A-t.e 6.1.4 Plate Offsets (XY)-- 12:0-3.15.0-0.111 (6:0.3-15&O-111 LOADING (pst) SPACING- 2-0-0 CSI. OEFL. In loc) Wait Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 6-8 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.35 Ven(rL) 0.06 6.6 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(rL) 0.01 6 n/a We BCDL 10.0 Code FBC2014JTPI2007 Matrix) Weight: 57 lb FT = 204b LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 SLIDER Left 2x4 SP No.3 3-4.6, Right 2x4 SP No.3 3.4.6 REACTIONS. (Ib/slze) 2=509/0-2-12, 6=509/0.2.12 Max Horz 2- 68(LC 13) Max Uplift2=-139(LC 12). 6=-139(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-593/246, 3-4_ 496/258, 4-5=-496/258, 5.6=-5931246 BOT CHORD 2.8=-103/443, 6-8=-103/443 WEBS 4-8=0/261 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudIns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extefior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 2 and 139 lb uplift at joint 6. 7) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vodfy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M47079 rov. IMM016 BEFORE USE. t oOM valkJ lot use only wllh MI lek® connoclors. Inls do*jn Is txsCd only upon pUrarnefers Mown. a xi is lot an In dIvIducx LWkarl fJ compo oral, not t lans syslom. Bok a uso. the IxAldxtg designer must vortly Ilw oWlccAA ty of dosign pmar lotors and ptopcny Incorlxxale 1111s design Into Iho ovar(111 txA(Jlrtg doslgn. BraclnD trxkatod Is to bucaing of IrvJNkfuul Inm web cM/ot chord momtx rs only. Ack6llorxl lempotary CM rxarmcutont txacing M iTek' provent Is always togrtred lot skAA111y and to txovent coftalm with txmaAe txxsonal lr*ay and IxoPerly darnoge. rot gonotal gtldatco roga drip me 6904 Parke East Bkrd. k9micctIlm stocaoo, clolNory, etoclkxl CaK1 brachtg of irussos(atct muss syslotns. soeAN51/TPII Quality Cdteda, DSB-89 and SCSI SuNlding Component Tango. FL 33610saleNIMonnationovallablecornhubsRateMSBlule, 218 N. Lee Street. Stile 312. Alexorxrrla VA 22314. Job cuss ruse type Te093/50 64-60 R56 Common Supported Gable 2 l Job Reference tiers Budder FesiSource, Tampa, Plant Coy. Fbnrdo 33566 7 640 a Apr 19 20161.bTek Industries, Inc. Wed Jul 20 14:44:50 2016 Page 1 10:fEueaKU2YSR9i4SZZilYSCzElxD-T7yrB33EpOugbtrFe7ONezJ 19MVRDOug_LWK4mywgHJ 1-0.12 6.1.4 12.2.E 13-3.4 l-0 12 6.1.4 6.1-4 1.012 4x6 = 3K6 11 16 15 14 13 12 3x6 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.6.12. Right 2x4 SP No.3 1.6.12 Scale . 1:25.2 CSI. DEFL. in loc) Well Lid PLATES GRIP TC 0.06 Ven(LL) -0.00 11 n/r 120 MT20 244/190 BC 0.03 Ven(TL) -0.00 11 n/r 120 WB 0.04 Horz(TL) 0.00 10 rVa We Matrix) Weight: 62 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. All bearings 12-2-8. Ib) - Max Horz 2=68(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 15. 16, 13, 12 Max Grav All reactions 250 Ib or less at joint(s) 2, 10. 14. 15, 16, 13. 12 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cal. If: Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for Wind loads In the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0.0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 15. 16. 13. 12. 10) 'Semi-ngid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verify design peremefen end READ NOTES ON THIS AND INCLUOEO MITEK REFERANCE PAGE A07473 rev. I"Y"IS BEFORE USE. Design valid lot use only with Mllek®conneclors. 0* design is txnod only upon pNcaneters shown. and Is tot an hdIVOi l txd dhg component. not a truss systorn. More use. the txlldhg dosigrat must verity Itw IIrBcWolc ty of design parametersmeters and prop oily hcorpotute ihh design Into Ina overall Ixldhg dosign Brochg Indicated is to rxevenl buckling or Individual truss web and/or chord members only. Additional temporary and px4r anent bracing MiTe k' Is always regubed fa stability and to prevent coltgtso wllh possible personal hKey and fxoporty damcVo. for general guidance togcading Iho latxk:allon, slorago. dollvesy, ocecllon cxxd btcscing of Inusses and tins systoms. seeANSI/TPI I Quality Criteria. OSS•69 and SCSI Building Component 6904 Parke East Blvd. Salary Information avallalle ran buss Plato institute. 218 N. too Street, Suite 312. Aloxondrkl VA 22314. Tampa. FL 33610 Job I ruse runs I ype y TR093861 64-69 RF01 FLOOR 2 2 Jtx) Reference (optional) fsuxam t .n5aurce. f empa, ram crry, rtatao ranee '-"v. npr r• z - mi r.a ..... s, me .a 4.. — +:++:a. <v w v.v. I D:fEueaKU2YSR9i48ZZilYSCzE1xD-xJW DOP4saXOhM50SSrvcAmr2Em3AyeDID7G1cCyW9H1 2.10.7 5.7.1 &312 11-06 13e-1 16.511 19.2E 22a12 2-1a7 2 6-11 2 8 11 2 9 11 2-0.11 2$-11 2 8 11 2-10 6 1 012 = US = 20 3 3xe = ex14 MT20HS = Sx12 = 4x6 = US = 3xe = U12 = Scale . 1.37.6 402 = LOADING (psi) SPACING- 2-0-0 CSI. OEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.50 14 >520 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.66 14 >397 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO we 0.99 Horz(TL) 0.08 10 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.4.14 oc puffins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (IWslze) 19=1848/0-7-4, 10=1833/0.3.0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.19=-1762/0, 1-2=-3964/0, 2.20=-3964/0, 3-20=-3964/0, 3.4=-6830/0, 4.5=-6830/0, 5.6=6695/0, 6.7= 6695/0, 7-21=-4051/0, 8-21=-4051/0, 8.9=-4051/0, 9-10=-1754/0 BOT CHORD 18-23=0/6245, 23-24=0/6245, 17.24=0/6245, 16-17=0/6245, 16.25=0/6245, 15.25=0/6245, 15-26=0l7071, 14.26=017071, 14.27=0/7071, 13-27=0/7071, 13.28=0/6297, 12-28=0/6297, 12.29=0/6232, 29-30-_W6232, 11-30=0/6232 WEBS 1.18=0/4040, 2-18=-618/0, 3-18=-2442/0, 3.17_ 384/0, 3-15=-759/626, 4.15=-253/0, 5-15=-258/238, 5-14=-415/0, 5-13= 402/59, 7-13= 682/446, 7.12=-471/0, 7-11=-2282/340, 8.11=-826/0, 9-11=0/4160 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-" oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise Indicated. 5) All plates are 20 MT20 unless otherwise indicated. 6) The Fabrication Tolerance at Joint 16 = 20°b 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss With 3-1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 16 lb down at 2.0-0. 16 lb down at 4.0-0. 329 lb up at 5-3-0, 329 lb up at 7.3.0. 329 lb up at 9-3-0, 329 lb up at 11-3-0, 329 lb up at 13-3.8, 329 lb up at 15-3-8, 329 lb up at 17-3-8. and 16 lb down at 18-0.8. and 16 lb down at 20.0-8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) -This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard Continued on Dage 2 Q WARNING • Vedly dedgn perm tas and REAO NOTES ON THIS AND INCLUDED AtITEK REFERANCE PACE MO.7473 rev. faMMIS BEFORE USE Design vafkl for use only Win lAtekS connoctom R* design IfIxaod orgy upon pxnametes Mown and Is lot an kKlh4cAra bkddkng compawnt, not a tntss system. eoloto use. ttw Ix/tding doslgnor must vodty Ilia aPdlcatAlly of design, p-mmnoton cncl rxq)ofly Incogwrotu this design Into Ih0 ovetall Ixdd hg design. eraehg hdieated Is to bucidirng of Inctivkstta Russ wob and/a chord mamlxxs only. Addlllonal lornrxnary aid i mnnononi Ixaeing M iTek' rxovent Is always regttred for stab811y and to ixevent collatm wllh p osdWe petsorgl I nfury and property, damage. For genoral guidance rogatding the 6904 Parks East Blvdfalxlcalbnslorogo, dolfvory, eeclien aril txcicing at mrsses and truss systens, seeANSI/FPI I Quality Cdtefla, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavctraleRomImasPlatoInstiltdo, 218 N. tee Streol, Su lto 312 Plexancrda. VA 22314. Job fuss russ ype T909395t 64-69 RFot FLOOR 2 2 Job Reference(optional) tsuawn 1•ansource. Ianpa, rtam t;try. rlortaa a:laots P"vaPV IV ZV10 WUtaR rr10Ypllei, ,aG. ,IN JY, LV ,++CDY N,O apeL ID:fEueaKU2YSR8i4BZZilYSCzElxD-xJW DOP4seXOhM50SBrvcAmr2Em3AyeDID?GtcCyw9Hl LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-20=-220, 20-21=-100, 9.21=-220, 10-19=-10 Concentrated Loads (lb) Van:3=-320 14=81(F)21=-320 22=-16(F)23=-16(F)24=81(F)25=81(F)26=81(F)27=81(F) 28=81(F)29=81(F)30=-16(F)31— 16(F) Q WARNINO - Verfly deelpn panwwlers and READ NOTES ON THIS AND INCLUDED MHEK REFERANCE PACE MP7473 rev. 100Y1015 BEFORE USE Design Wks lot trso only vAth Meek® connectors. 9tt do *p Is based orgy upon paamelers shown. and Is to an WJMCAKI lxedbv comtxbnenb not a Ines system. Bolero toe. tho btBc9ng design, Intot Vodty lho appticabary, of de*p (ys<ineton and rxooWy lncogboroto this deskin Into Irte ove"Ill btic rng dodgn. Stating hcacaled Is to txlckWtd of IndWuctl truss web and/ot cftad mombots only. Acklilkbrwl lemporary and pennaysnl tracing M iTek' provonl Is always ro%bod for stability and to rxevont collaiza wllh possible personal hfttry and property, danage. Fa general guidance regarding Ore fabdcallm stotago, dolivety, woctlon awl bracing of tntsses and Inter systems, soeANSI/FPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd Tenga. FL 33610SafetyInlormatlonavailableDomIrumRatektstiluto. 216 N. too Skeet. Suite 312. Alexancfrk x VA 22314. Job I fuss I fuss I ype i i9093852 64.69 RF02 Flat Girder T AL Job Reference 0 Penal eueaere Faasour 6, Tampa. Plara city, I-totma 33665 7.640 a Apt 19 WIG WISK VICA 1flea. Inc. W arl JU12u 14.44:Se 2U16 t-age 1 ID:tEueaKU2YSR9i4BZZ11YSCzElxD-xJW DOP4saXOhM50SBrvcAmr4cm99yprnlD?GteCyw9Hl 4xe - 1 4x6 - LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.01 4-5 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ven(TL) 0.02 4.5 999 ISO BCLL 0.0 ' Rep Stress Incr NO W S 0.32 Horz(rL) 0.01 4 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood she, BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly REACTIONS. (Ib/size) 5=2394/0.8.0, 4=2419/03.0 Max Uplif15=-496(LC 4), 4=-508(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-5=-913/194, 3-4_ 913/194 BOT CHORD 5-6=-652/3065, 4-6=-652/3065 WEBS 2-5=-3351l713, 2-4=-3351/713 Seale . 1:9.5 PLATES GRIP MT20 244/190 Weight: 51lb FT=20% directly applied or 4.7.8 oc pudins, except d or 10.0-0 oc bracing. NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0.9.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc. Webs connected as follows: 20 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) lace In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsh h=1511; Cal. If: Exp B; Encl.. GCpi=0.18; MW FRS (envelope) gable end zone: Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 5=496, 4=508. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to suppon concentrated load(s) 189 lb down and 99 lb up at 2-7-4 on bottom chord. The desigrVselection of such connection device(s) is the responsibility of others. I 10) *This manufactured product Is designed as an Individual building component. The suitability and use of this component for any 1 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-1047, 4-5=-20 Concentrated Loads (Ib) Vert: 6=-189(F) Q WARNING • VeAty deslpn parameters and READ NOTES ON THIS AND WCLUDED Mr'EK REFERANCE PAGE MI1-7479 rev, fQl MIS BEFORE USE I Do&%n vdkt lot use only W ih 001tlek8connoctors. 9rh design Is based only upon parameters stlown. and Is la an Individual buildho component not i a htm syston i. Before too. the txndmng dWgnot must verity the aMAIcabllty of doskin pa ameers and pxoperiy Incorporate, this design Into Its overall txddWQ design. Bracing Indicated Is to prevent txtclamg of Individual trim web and/or chord members only. Additional tornpotary and permanent txacWo WOW h always tegt6ed la sta)Olty and to txovent collgxe wtih possSNo persorat ditty and txoploth ckrnago. For generalgtildance ragdadng the j kltalcatbn, storage. delivery, erection and tracing of mason and trim systems $00ANSI/1P11 Qudlty Criteria. OSB•89 and SCSI Building Component 6904 Parke East Blvd Safety Idoema8on avail illle from truss Plate Wu9frrio, 218 N. Lee Street, St/to 312. Aloxandrla. VA 22314. Tompa. FL 33610 Job russ Truss Type ty y T90939S3 64-69 RF03 FLOOR 2 3 Job Reference(optional) Budder FirelSouree. Tompa, Plant City, Florida 33566 7.640 a Apr I O 2016 mi I etc inausines. Inc. W sa Jut 20 14.45.00 2016 raga 1 I D:f EusaKU2YS R9i482ZI1 YSCzElx D-P W 4ccl5VKr8Y_F9elYOryOAI A02h6vR Rf?08eywgH H 2 Od 341-0 6t.1 _ _ 9=9-5 12-0.8 13.9.4 15 9-0 2.0 4 1.8.12 2.9-3 2.93 2-94 18.12 r 2-0 4 r Scale . 1:28.3 20 11 4x12 = 2x4 II 4x12 = 2x4 11 Sx8 = 20 II 1 402 = 4xle MT20HS II 8x 14 MT20HS= 20 II LOADING (psl) SPACING- 2.0.0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3'Except' 1-16,8-9: 2x4 SP No.2, 1.15,7.9: 20 SP No.1 REACTIONS. (Ib/size) 16=8527/0-8-0, 9=2687/0.3.0 4x12 = 20 11 5xe = 2x4 11 4x6 = CSI. DEFL. In loc) Well Ud PLATES GRIP TC 0.89 V@rt(LL) -0.24 13 >763 360 MT20 244/190 BC 0.82 Vert(rL) -0.51 13 >365 240 MT20HS 187/143 W B 0.90 Horz(rL) 0.06 9 IVA Na Matrix) Weight: 265 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.16=-7531/0, 1-2=-13469/0, 2-3=-13469/0, 3.4=-19012/0, 4-5=-19012/0, 5.6=-8826/0, 6.7=- 8826/0 BOT CHORD 15-16=0/872, 14.15=0/23222, 13-14=0/23222, 12.13=0/14974, 11-12=0/14974, 10-11--0/4851. 9. 10=0/4851 WEBS 1-15=0/14147, 2.15_ 1774/0, 3-15=-11151/0, 3-14=0/360, 3-13=-4456/0, 5-13--0/4274, 5.12=0/363, 5-11=-6507/0, 7- 11=0/4545, 7.9=-5194/0 NOTES- (7) 1) 3-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9.0 oc. Webs connected as follows: 20 - 1 row at 0. 9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise Indicated. 4) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysts and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 lb down at 2-2-12, and 420 lb down at 3-9-12 on bottom chord. The design/selection of such connection devlce(s) Is the responsibility of others. 7) -This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1.3_ 992, 3-8=- 100. 9-16=- 10 Concentrated Loads (Ib) Vert: 15=-27(B)3=-5848 14=-420(0) 0 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE M/F7473 rev. 101,03MIS BEFORE USE Dc t vtlkl for use only wpm Mlfelr®connoclom 1111s de*p Is Llasecl only upon lyxameters shown. arKI Is lot an hdNkW building Component. nor a larss system. Botow use. Ito bulkA t<t doslgrm must vodfy the c%4AlOabllty of design rxxarnelors and Ixoperly heofW ate this cleskin into the ovorafl tAAdhg design. 8tachg inckalod is to txrekllrlg of hdWLKd fit= web arvi/ot chord rnernbers only. A&Mor1a1 lernfofc V and Ixxmanont txocing MiTek' rxovenl h always fectt4ed for sklbWly and to txoventcollaino with IossOAo petsorKA hltay and Ixoperty darnago. 1 of genefN guldarlco tegarc9rlg the 6904 Parke East Blvd. lalxlcatloix stotooe, cfollvory, oroction arK1 L t(ickQ oftntsosarKlfanssoloms. seeANSIM I Quality Criteria, OSB-89 and SCSI Building Component Tompa, FL 33610 safety Information ervdlatxe from Inns Hate institute, 218 N. Lee street. St/te 312, AloxarKkkx VA 22314. Job T fuss fuss ype y T9093854 64.69 RF04 FLOOR 1 2 Job Reference Lionel Buatim Fasibource, Taftpa. Pant city. Flonda 33566 7.640 s Apr 19 2016 Mi Iak Inaualrrea. Inc. West Ju120 14V5 01 2016 Page 1 I D:f EueaKU2YSR914 BZZil YSCzE IxD-tie_p56758G PeOagJFx4GBxMRZoOOdRbgJl_h5yw9HG 3.0.9 5.11.7 8.10.4 11-9.1 14.7-15 17.6-e 17- 3-0-92-1(-13 2.10-13 FIO-13 2-10.13 3-0.9 Scale . 1:30.7 2x4 II Sx8 = 3x8 = 20 11 5x8 = 2x4 11 Sxe = ISKS= 16 II Sx12 = , 2x4 II , a 8xt4 MT20HS= 2x4 II Sx12 = 9 II axe = 309 5.11.7 NAM 11.9.1 14.7.15 17.66 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 TCOL 7.0 Lumber DOL 1.25 BC 0.94 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 BCDL 10.0 Code FBC2014/TPI2007 Matrix) DEFL. In (loc) Well Lid PLATES GRIP Ven(LL) -0.37 13 >564 240 MT20 244/190 Vert(rL) -0.61 13 >340 180 MT20HS 187/143 Horz(rL) 0.08 9 n/a rVa Weight: 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 'Except' BOT CHORD 1-15,3-15,3-13.6-13,6-10.8-10: 2x4 SP No.1 REACTIONS. (Ib/slze) 16=1154/0-3-0, 9=1101/0-3-0 Max Uplift 1 6=-207(LC 4), 9=-207(LC 4) Max Grav 16=2540(LC 14), 9=2420(LC 14) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2303/214, 1-2=-6375/475, 2-3=-6375/475, 3-4=-11067/850, 4-5=-11067/850. 5-6=-11067/850, 6-7- 6029/475, 7-8=-6029/475, 8.9=-2175/214 BOT CHORD 16-17=- 22/253, 15.17=-22/253, 15.18=-766/10104, 14.18=-766/10104, 14.19_ 766/10104, 13-19=-766/10104, 12-13=-766/9681, 12.20=-766/9681, 11-20=-766/9681, 11.21=-766/9681, 10.21=-766/9681, 10-22=-22/251, 9-22=-22/251 WEBS 1-15=-481/ 6504, 3-15=-3962/310, 3-14=0/914, 3-13=-89/1023, 6.13=-89/1472, 6.11=-18/730, 6.10=-3680/310, 8.10=-461/6138 Structural wood sheathing directly applied or 2.9.9 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing NOTES- (12) 1) 2- ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 20 - 1 row at 0-5-0 oc. Webs connected as follows: 20 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7- 10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opst: h=1511; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) gable end zone: Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated 6) Concentrated loads from layout are not present In Load Case(s): g3 Dead + Uninhabitable Attic Without Storage; q4 Dead + 0.6 MWFRS Wind (Pos. Internal) Left; U5 Dead + 0.6 MWFRS Wind (Pos. Internal) Right; g6 Dead + 0.6 MWFRS Wind (Neg. Internal) Left; N7 Dead + 0.6 MWFRS Wind (Neg. Internal) Right; g8 Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel; #9 Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel; #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; N1 t Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel, #12 Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel; #13 Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel; #18 Dead + 0. 75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): if 19 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right); k20 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel); #21 Dead + 0.75 Roof Live (bal.) + 0. 75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel). 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. Continued on oaae 2 Q WARNING • Verify design perarmters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE N0.7473 rev. I4003MIS BEFORE USE. Dc-JM valid far use only vAth f4fall0conreclom Ills ck-Ap h based only urm Wvamelers sMwn. antJ b lot on hCONdI W IxddkV component. not I trust syslorn. Below use. the t)tMdr U daskIrer roust verify the of)OIcab111y of de*j n patarmfors and popotly heorpotato this drdlgn Into the ovarcll txBc*vj degUn. Bracing tndlcaled Is to pevent bucaing of Ir IMLKA mist web aril/oi chord mainbers only. Addllkxxl teinpocary and pmn-Ki ont txocfnU M iTek' Is atways togtlred tot skiblilty and to povont collorne Win possible petsonal hAsy cincl ptoporly ckimogo. rot general gt/dance teocud g Ono tatxlcatbn. slotoUe, delivery, election and btact ng of Irtmos aril InrA systams, suoANSI/TPI I Quality Crites. DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcLcrtxo from Irua Plate irutikAe. 216 N. Lee Slrool. SJIo 312. Aloxancldo. VA 22314. Tempo. i. 33610 Job fuss fUsa Iwo ,oty ply Tg0YJ854 64.60 RF04 FLOOR 1 2 Job Reference(optional) otia"M runmource, lenpa, rwnl t.ay, raonaa aaaao 1 1 4u a Apt IV Z016 W r eK 1naUSiraa, lta. W as Jul ZU 14 45.01 2016 rage 2 1 D:fEueaKU2YSR9i4 BZZil YSCzE Ix D-tie_p56758G PcOagJFx4 GBxMRZOOdRbgJl_h5ywgHG NOTES- (12) 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 16=207, 9=207. 10) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 612 lb down at 2-1-4, 612 lb down at 4-1-4, 612 lb down at 6-1-4, 612 lb down at B-4-8, 612 lb down at 10.4-8, 389 lb down and 178 lb up a1 12-4.8, and 457 lb down at 14-4-8. and 461 lb down at 15-7-4 on bottom chord. The deslgrVselection of such connection device(s) is the responsibility of others. 12) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-8=-54, 9-16=-20 Concentrated Loads (Ib) Ven:14=-144(B)10— 102(B)17=-144(B)18=-144(B)19=-144(B)20_ 144(B)21=-34(8)22=-111(8) Q WARNWO - Verily design parameters end READ NOTES ON THIS AND WCLUDEO MrEK REFERANCE PAGE MIF7473 rev. IdOW015 BEFORE USE. De*p vaild tot use only vAlh MlleM connoclas. t11ts deslign b bcrsod only upon paromelen Yrowm and Is lot anKJIldcaxA building comtwnenl nol a truss syslorn. Before tno. Me fruiting designer must verify One c"Alcabllty of de0jn rxxametots and Inoporly, Incorpwato this dosipn Into the overall lxlclrlg design. Bracing Indicated Is to prevent Welding of Individual Inns web and/or chord members only. Additional lemlxxary and permatx ni bracing M iTek' Is always roWied fa stablilly cind to ixovenl cotlgno with posd)le Misonal "ay and rxopony dana0o. rot general gtddance regarding the falxkxriton, slaage, delivery. erection and bracing or misses and truss systerns, socANSI/TPl1 Quality Cdtetla, OS8-69 and SCSI Building Component 6904 Parke East Blvd. salary Information avallatAo Dorn Ittns Nate Institute. 218 N. lee Street. Suite 312, AloxandrkL VA 22314. Tanpa. FL 33610 Job Fuss runs ype oty ply T0003855 64.60 Vol Vallsy 14 1 Job Reference Dona Budder FaslSourca. Ton pa. Plard Gay, Florida =66 r.o+v s Apr iv zero M Fes mvusmes. inc. urea au1 zu N -6 u 1 20 i6 Faye 1 ID:tEusaKU2YSR9r4BZZilYSCzElxD-ue_p56758GPcOagJFx4GBxYvZw8OnBbgJl h5yw9HG 2-0-0 2-" 20 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Ven(LL) Na n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Ven(TL) Na n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. Ob/slze) 1=51/1•il•8,2=37/1-11-8.3=14/1.11.8 Max Horz 1=31(LC 12) Max Upliltt_ 9(LC 12), 2=-32(LC 12) Max Grav 1=51(LC 1). 2=37(LC 1). 3=27(LC 3) FORCES. (lb) - Max. CompJMax. Ten.. All forces 250 (lb) or less except when shown. Seale . 1:7.9 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc punins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCOL=4.2psf: BCDL=6.Opsh h=2511; Cal. If: Exp B; Encl.. GCpl=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Bearing at jolnt(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1. 2. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWG . Virdfy dedgn paraaretsrs and READ NOTES ON rNIS AND INCLUDED NITEK REFERANCE PACE MIF7473 mv. IO LV201S BEFORE USE. Design valid for use only with Mllek®conneclois. n* deslgn Is basod only t4)on paarteters shown. and iS tar anhdt"KA lxAdIrV component, not a Iras systern. eefao use, the btAdltrtg ddnlgrtrsr must verity Itte ar)NIec allly of dosk/1 pararnalarsarxi porwtly hcoQsotato Stb deskjn Into tho over, erocing a, dricatod Is to tutrckling of IndlvkltKd truss web and/or chord metnbois only. AadilorKll temporary and permanent bracMg MiTek' IxAdlhg design. povonl is cdwc" iegttrod for stability and to povent calla ixe with possible persorxi"and poperty damage. for gorleict gtdddnce tegadrtg Ore 6004 Parke East Blvd. Icibricalim sladrge, dollvom orocilon and bracing of lnmr3s and truss system soeANSI/TPI I Quality Criteria. OSS-69 and SCSI Building Component Tampa. FL 33610 Salary IrdormadonovallalxofromtnasHaloInsaiuto, 218 N. Lee Slioat. Sulto 312. Aloxaldilm VA 22314. Job russ cuss ype oty pry T9093956 64.69 V02 Valley 12 1 Job Reference Lionel Builders F6stSource, Tampa, Plant City, Florida 33566 7 640 s Apr 19 2016 Wait Industries. Inc wad Jul20 14:45:02 2016 Page 1 I D:fEueaKU2YSR9i4BZZilYSCzElxD-LuCM 1 R61sSOGDY81 tzTJoPThOzOh9ERkvzUXDXywgHF 4-0-0 4-0-0 2x4 4 20 II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 TCDL 7.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC20141TP12007 Matrix) 2 OEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a rVa 999 MT20 244/190 Vert(TL) n/a rVa 999 Horz(TL) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=119/3.11.8, 3=119/3.11-8 Max Horz 1=71(LC 12) Max Uplift 1 =-20(LC 12). 3=-56(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . 1.13.0 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end venicals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl.. GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at jolnt(s) 1, 3. 6) 'Semi -rigid pltchbreaks with fixed heels' Member and fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING. Vattly det/gn perafnetere and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE 11,40-7473 rov. 160=16 BEFORE USE. Desion vcAkl for trso orvy wtlh t4tok®conrvsetors. [his design Is basOd oNy upon paetafers shown. cnd Is fa cn hc9vld/d txAcllrg comlwnont. rat a truss system. BUlorO use. Ifa IxAICN1g dosltlrar must verify Ito g4AIcc"lty of <ioskpl rrnarnotots orld proporly traotporate INs closlgn Into Ita ovotall txAdhlg doslgn. &ocing Inclicatod is to ptevenl buckllrlg of (ndWual truss wob and/ot chotd rnemhers orfy. AdcAllorsul tornpotary aril pennuranl txaclrlg MiTek' Is always regtLod fa stab011y and to Ixevenl cdlc7xe wllh possblle ponsorwl hNaY and Ixoperty damage. For general guiclonco toWicitrg rito I<Axk:atlon, staogo. Wivery, eroction and txaclrg of IrtMOS CvXI muss SySIMS. seoANS1/TPI I Quality Criteria, OSS-69 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610SatietyInformationcrvmalAoRomInasRatehuAlule, 218 N. Lee Strool. Sulle 312, AlexcWfIcl. VA 22314. Job ruse fuss type oty ply T9093857 64.69 1,.'03 Valley 6 11 Job Reference(optional) Builders FualSourca. Tampa. Plant City. Florida 33566 7.640 6 Apr 19 2016 MiTak Industries. Inc. Wed Jul 20 14AS:02 2016 Page I I D:tEueaKU2YSRgi4BZ7jlYSCzElxD-LuCM I R61sSOGDY8I tzTJoPTcbz7p9ERkvzUXDXyw9HF 6-0-0 6-0-0 3 20 4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 7.0 Lumber DOL 1.25 BC 0.58 BCLL 0.0 ' Rep Stress Incr YES W S 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix) DEFL. in (loc) Well L/d PLATES GRIP Ven(LL) We We 999 MT20 244/190 Ven(fL) n/a n/a 999 Horz(TL) 0.00 rVa Na LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=193/5-11-8, 3=1936.11-8 Max Horz 1=116(LC 12) Max Uplift s=-33(LC 12), 3=-91(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:18 1 Weight: 21 lb FT = 2096 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end venicals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsh h=25ft; Cal. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 Wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100lb uplift at joint(s) 1, 3. 6) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q INARNWO - Varlry design parameters and READ NOTES ON THIS AND WGLUDED MITEK REFERANCE PAGE MO-7473 rev. IMNO16 BEFORE USE. Oe*jn valid lot use Orly w1m Ml lark® corvw-ctots. this design Is based only r61on parameters shown. and Is for an hdlvkkull txAdbV component. not a taus sysktrn. Bolore uso. Ito IxAd hg deslprot roust verity Bo at,PlleatAlty of dealpn parameters ad Ixoperiy Itoogorate this design Into tto overall IAAalrvj design. Bracing Indicatod Is to rxovent txtclling of OxlNkkutl Ittus wob and/or chord mornbots only. AddlllofO lern"ary and pettnduont txoclrtpt MiTek' Is always recµdied for stability and to lxevent collaine vAlh possible loisonal "and Ixolony dainc*o. Fot pemicli guldonce topatWlg Ito faAxkalloa stor000. delivery. etectlon anal bacft of trussos and Iota syskuns. seeANSI/1PII Quality Criteria, DSB-69 and SCSI Building Component 904 Parka East Blvd. Safety Information a vaAalxe from huss Plato RuriRAe, 218 N. too Stmt. StQo 31Z Alexandria, VA 22314. Tampa. FL 33610 Job russ ruse type Te093868 64-69 VO4 Volley 6 t Jab Reference(optional) Buddem FsstSoutce, Tango. Plard Goy, Fonda 33566 r.osv a Apr it kvro mnea mauana., me v..:. wi 20 i4.4p. c cvro rnye ; ID:fEueaKU2YSR9i4BZZilYSCzElxD-LuCM 1 R6lsSOGDY81 tzTJoPThXzDf9D7kvzUXDXyw9HF 800 600 2%4 i 2%4 I 4 2x4 11 LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 TCDL 7.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 ' Rep Stress Incr YES W B 0.08 BCDL 10.0 Code FBC2014/TPI2007 Matrix) Scale - 1:23.3 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(TL) n/a n/a 999 Horz(TL) 0.00 4 n/a n/a Weight: 31 lb FT = 20%, LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=95f7.11.8, 4=116/7-11-8, 5=324/7.1l-8 Max Horz 1=160(LC 12) Max Upl1114_ 55(LC 12). 5=-152(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-231/284 Structural wood sheathing directly applied or 6.0.0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10: VUIt=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf: h=25it; Cat. II; Exp B: Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )olnt(s) 4 except Qt=lb) 5=152. 6) 'Semi -rigid plichbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNWO - Vedfy design pamnWen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD•7472 mv. 10 MIS BEFORE USE. Design valid for ttso orgy wllh 1AIek® connectors. this desirpr Is based orgy upon txaaneters shown. and is nor an kKR"Kl btAdho component, net a Imtss syston t. Before use. the txdldkV dosl0er mKA rtrslverifytheaRcablltyof d rJgn pratanotots awl rxoIxaly Rtcorlxxate this deslon Into the overall Hochd Indicated is to bucWkq of IrnlNkkxl truss web and/or chord rnomtx fs only. Additional ternpofary and porrnanent bxa.0r0 M iTek' txAdfrtrl design. rxevont Is alwarys reapped lot sWbDlly and to pxovont collq o vAlh possible personal RNry and Ixolody dana0e. rot general gi/datco tegaiding the 6904 Parke East Blvd. krixk:atlatstotago. dolly. ry. erection and LxocbV of Misses and Miss systems, SWANSI/1P1I Quality Criteria, OSS-69 and &CSI &ullding Component Tango, FL 33610 Safety InfonmalonavallabloRomIerANateRrsllRrie. 218 N toe Street. Stdlo 312. Alexandda. VA 22314. Job T fuss 1russ lype reou3650 64- 0 vos Valley 4 t lJobReference Lionel Bulldent Fea8otnce, Tan". Want Cary, Florida 33566 7.640 a Apr 10 2016 MITak IndusIdea, Ine Wed JN 2014A5 03 2016 Page 1 1 D:fEueaKU2YSR9i48ZZIlYSCzE1xD•pSmkEn7Ndm W 7riiD0g__YLcOgGNXSug7uSdE51zyw9HE 10.0.0 10.0.0 30 , 5 4 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 7.0 Lumber DOL 1.25 SC 0.36 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC20141TP12007 Matrix) Scale . 1:28A DEFL. In (loc) I/dell Ud PLATES GRIP Ven(LL) n/a n/a 999 MT20 244/190 Vert( I-) rVa - n/a 999 Horz(rL) 0.00 4 n/a n/a Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=161/9.11.8, 4=90/9-11.8, 5=432/9.11.8 Max Horz 1=204(LC 12) Max Uplift4=-43(LC 12), 5=-203(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-300/337 Structural wood sheathing directly applied or 6.0.0 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl; h=251t; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=203. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING . Verify design peramotare end READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE MIF1473 rov. 1403/l016 BEFORE USE. Design valid for use, only w1m IAllek® connoclom this desltpn Is based only upon paamefen shown, and Is lot an indlV dd buldN comporenl. not a trim system. Before use. the txdldhU des)gnof roust verity the alxllcabllly of design Wometors aril properly Incorporate 0nb design Into the ovoafl txildng doslgn. Bracing Indicated Is to rxevont Ixrcldlrtg or Indlvidu l Ituss web and/or chard mernbers orgy. AdrAllorxl fetnporay and petmarent txacing M iTek' Is always ronr4ed for stability and to txovenl collalm with possible personal Injury and Ixoperly danago. rot 0enetal guidance r the xlcatlon. stafM ago, dolNery, erection mil bracfrng of trusses and trim systans. sooANsl/TPI I arrotlty CAlorla, OSB•6V and SCSI Building 6004 Parka Eear Blvd. Safety Information avaAcAxe from trim Hate Institute. 2111 N. hoe Street. Stllo 312. Aloxondit VA 22314. Tarrpa. FL 33610 Job FUSS rUSs type ury ply T9093860 49 V06 Volley 2 1 Job Reference(optional) tsusaars rinsoutca. r anpa. riant city. rrorwa asabb r b.v s Apr iv zui b mite= raausrres, inc. vvw our zv rc.a:ua zurb raga i ID:fEueaKU2YSR9r4BZLIYSCzE1xD-p5mkEn7NdmW7rijDOg YLcOuANamuhhuadE5lzywBHE 240 4-0-0 2-0.0 2-0-0 30 = Scale - 1:7.8 g 20 i 0 a 4-0-0 0-0VS 3.11-6 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Ven(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=101/3-11.0, 3=101/3-11-0 Max Horz 1=13(LC 16) Max Uplift 1 =-24(LC 12). 3=-24(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. 2x4 4, in (loc) Wait Ud rVa We 999 n/a n/a 999 0.00 3 We We PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterlor(2) zone;C-C for members and forces & MWFRS (or reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 (all by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' Q WARNWO - Vorlry doslgn panmefon 8nd READ NOTES ON rNfS AND WCLUDED N/7EK REFERANCE PAGE NO.7473 rev. 1fW MIS BEFORE USE. Deslen vdkl lot use only Win, Nfek9 corveclars. 0* deskdn Is Ixmd orgy upon pxrcrnolm shown and Is lot an hdMUK4 building component. not a It=sysloin. Beioto use. the txac*V deslgnet intrst vodly the afxxlcaWl1y, of closlgrr rxit inelois and lxoperty Incorpxrrato this doslgn Into the ovorcdl Ixlldhrg design. erdcing Irxllcated Is to Ixovenl Ixiclding of IfKIWJtKr urns wel) ar d/a chord momlx is only. Additional tempxxary and peirnanonl Ixacind MiTek' Is ahvays tocitted lot sW Wlly and to fxovenl cdtgna wllh possbdlo personal b*sy and fxop erly dainogo. too gortelal Orlrlasco iegcidhlg Ite k0deallm slorapo. deNvoty, etoclion and bracing of tnisses and in=syslerrm sooANSI/nni Quality Criteria, OSS-89 and SCSI Bueding Component 6904 Parke East Blvd. Safety information avcBatxe from Buss Rate htsllluto. 218 N. Lee Stioet. Sullo 312, Alexamida, VA 22314. Tamps. FL 33610 Job T fuss fuss type T9099961 sa69 Vol valley 2 1 Job Reference(optional) Bndtdare FectSOurce. Tampo. Pam Coy. Flow& 566 7.640 a Apt iv zwo Mr fax lnousneo, Inc. woo Jur "Le, 14.4z u4 wit rage l ID:fEueaKU2YSRgi4BZZilYSCzElxD•HHJ6R76703e_Tsl P_OVntgY2mnwW dBJ 1 MHzeHQywBHD 4-" 8-0.0 4-" 4-0-0 20 i 2x4 II 4x6 = LOADING (psi) SPACING- 2-0-0 CSI. OEFL In (loc) udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) We rVa 999 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(rL) n/a rVa 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.04 Horz(rL) 0.00 3 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=111l7-11-0, 3=111/7-11.0, 4=276/7-11-0 Max Horz 1=-32(LC 13) Max Upliflt=-37(LC 12), 3=-44(LC 13), 4=-45(LC 12) Max Grav 1=114(LC 23), 3=114(LC 24), 4=276(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 20 Scale . 1:15.6 PLATES GRIP MT20 244/190 Weight: 25 lb Fr = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Ops1; h=251t; Cat. 11; Exp 8; Encl.. GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exledor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8)'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNINO • Vorffy daNpn parametwe and READ NOTES ON THIS ANO INCLUDED MlrEK REFERANCE PAGE M47473 rev. 1a0212016 BEFORE USE Design VaIld lot use only with Mltok® aonnoCtots. Rfs de*p Is bored orgy urwn ixtramolers sf Wwn. and Is for cn hdAAdud txld0ng component. not a Was syslern. Before, uso. tho txdtdnrt doslgnor must voON Iho apolcablity, of design r=snolers did rxopeny rncogxxae Ihls dosign Into the overall b !ding doslgn. Bracing WJIcated 11 to prevent Ixtcidlng of Individual truss web aril/of clad members only. Adclllencd tompotuy and rwrmanenl txacr* Is always required for s"Altly and to ptovont collc4m vAlh rwssUe personal Dyuay and pol"ty, dcxnago. For genotal grklance tegardng tho M iTek' Ialxk:aIMfx storcioe. delivery, eroetlon aril txoedtg of tnrssos cna fRrA systorns. seeANSI/TPI I Cuallty, Criteria. OS6.69 and SCSI Building Component 6004 Parka East Blvd. Safety Information available, Dom buss Rate Insllnde. 218 N. too Stroet. Side 312. AlexanchIcL VA 22314. Tampa, FL 33610 Job russ InISS type T9093862 64.69 vile valtay 2 t Job Reference(optional) Buchan Faatbource, lanpa, plant city. FlOada 33a56 "Au a W lY zula Mrlax rllausmos, Inc. woo Jul zu 14:4a:W xula raga 1 ID:fEueaKU2YSRgi4BZZAYSCzElxD-HHJ6R78703e_T61P OVntgY?bnrEd811MHzeHCiyw9HD 6-0-0 12-0-0 6-0-0 6-0.0 3x4 i LOADING (psf) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 7.0 Lumber DOL 1.25 BC 0.45 BCLL 0.0 ' Rep Stress Incr YES WS 0.06 BCDL 10.0 Code FBC20141TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=177/11-11-0, 3=177/11.11.0, 4=440/11.11.0 Max Horz 1=-51(LC 13) Max Uplift I =-60(LC 12). 3=-70(LC 13).4— 72(LC 12) Max Gravl=181(LC 23), 3=181(LC 24), 4=440(LC 1) 4x6 = 20 11 3x4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-269/189 Scale . 1:20.9 11.8 DEFL. in (loc) Well Ud PLATES GRIP Veri(LL) We n/a 999 MT20 244/190 Ven(TL) n/a We 999 Horz(fL) 0.00 3 We n1a Weight: 39 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25f1; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterlor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • V* ft deafgn Paramotan and READ NOTES ON THIS AND INCLUDED N17EK REFERANCE PAGE M67473 rev. 1OW2016 BEFORE USE valid lot trse only Win Ml lok® Connectors. Ms clesIM Is tx red only upon pwainetets shown, aril Is lot an ltdMutal buldltlg component, not OFDosllplaRusssyslorn. Before use. the txBdhg doslllror must verity the oWicobll fy of closl(n rxxanolers and Ixoperly Incorlxxate this daslgn Into the overall lxildho design. [lacing Indicated Is to Ix1c14ing of Indlvkludd Irusswob and/or chord inoinbots only. Additional lernrserary and ponnanonl Ixachlg MiTek' ixovont Is always ie%i ted tot slabelty and to prevent cdlgxo with poser le personal tnitry ad ixolerly ckanage. Fa general ol/Ualce togadhlg the fdxicatkxL stercrgo. dWlvety, erection and IxnChlg of tnissosand tn15S systems. SWANSI/TPII Quality Criteria, OSS-BV and SCSI Building Component 6904 Parka East Blvd. Tampa. FL 33610SafetyInformationavallalAehornIn= Halo InstlMe. 218 N. too Street. Stale 312. Alexandtria. VA 22314. tijJobssMr. type ry Ply T9093863 64.69 V09 Vallay F 1I Job Reference ioottonall auaaam rnnsource. I atipa, rram truly, name 7:/.!' bb /.a4v O Apr 1v zul b MI 1 ex rnWLinaa, Inc. WOO JYI "Le 14:4b=, Zelb rags 1 ID:fEueaKU2YSR9i4BZZ11YSCzEb(D-mTtVfS9d9Nmr4OtbY500015CvBHsMa7AbxjBgsyw9H 0 1-0.12 7-0.12 14.1-8 1s-24 1-012 7-012 7-012 1ot2 Scale . 1:29.4 06 = o 3x4 = "' ' ` 30 = 2x4 11 20 11 20 11 is 14.1-a LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In floc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 6 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(rL) 0.00 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES W B 0.07 Horz(rL) 0.00 6 Na n/a BCOL 10.0 Code FBC2014lrP12007 Matrix) Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14.7-6. lb) - Max Horz 2=78(LC 16) Max Uplift All uplift 100 lb or less at joint(S) 2,6 except 10=-152(LC 12), 8=-152(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=256(LC 1), 10=312(LC 23), 8=312(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except 61=1b) 10=152, 8=152. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 8) 'Semi-rigfd plichbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO - Verity deWgn penrrueten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 14020016 BEFORE USE Design va ild lot use only wllh MllokO connecterm this design is based only upon parameters shown. and is lot an hdM*Kl building component not a truss systern. Soloto use. the IxBMg designer mtKl verity the appllca bully of design 1>aanetors and rxofxxty Incorlwrato 9* design Into the overall Ixdcfig design. Racing Incllcalod Is to prevent budding of lndK4ducl truss web anal/or chord members only. Add illon l tomMory and Ixrrmarent bracing M iTek' Is always reputed for stability and to ptovent collaixte wllh possible petsonc/ Ryuy and Ixoporly akanago. rot general guldatco toga ding the k"Icotkxl. storage. delivery, otecllon and Lxactno of tnrssos and tam systems seoANSI/TPI I Quality Cdterla, 03849 and SCSI Building Component 6904 Parka East Blvd. Safety Information avalklxe from trim Plato Instifulo. 216 N. Leo Streett, Su1te 312. Alexandria, VA 22314. Ten", FL 33610 Job russ russ I ype oty ply T9093864 64.69 Vl0 Valby 2 t Job Reference(optional) euaaera raalboutce, romps, ram say. rams sJbaa t.o+a a Apr lY Zulu WI K RIDusRaa, RIG. ww Jul" 14:4D:uD Zu l0 rape I ID:fEusaKU2YSR8i4SZZ lYSCzE1xD-mTtVfS9d9Nmr40tbY5OOOI5SIBCTMbBAbxjBgsywBHC 4.10-8 4.10-e 1-1$ 3x4 = 3x4 i 2x4 11 3x4 II Scale - 1:17.1 Plate Offsets (X.Y)-- f2:0-2-0,0-2-81 LOADING(psf) SPACING- 2.0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) TVA n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.39 Vert(fl-) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 4 n/a We BCDL 10.0 Code FBC20141TPI2007 Matrix) Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=193/5-11-8, 4=193/5.11.8 Max Horz 1=95(LC 12) Max Uplift 1 =-41 (LC 12).4=-65(LC 12) FORCES. (lb) . Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0.0 oc purlins, except end venicals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.0psf; h=2511; Cat. II; Exp B: Encl.. GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exlenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 8) 'Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING. Verlry dadgn panumters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M/F7g9 rev. I4024016 BEFORE USE. Design vctlkl lot use only wpm Mllek®connoctors. INs doslM is tined only upon 1 cacanolors shown. and Is for an IrWMdual IxAding componentt, not a truss system. Before use, the tx6cftrtd doslgnot must verily the a;4AIca1AlN or dosgn pxrarnolots ardl pxorody Incogoruta it* doslgn Into file overall b lcfDtg doslgn. Biockig WicalW Is to fxovont IxicIdIng of IrWlvkktal truss Web and/or chord membots only. AckflWK9 tempxxaiy ci dl r"incmnt txacVKj MiTek' is always togrOod lot stahOlN and to Ixovent cdlq>so wllh fo3s9)l0 lorsonal k*jy and Ixopody damage. For general guidance regandkV W 6904 Pork* East Blvd. fcrixk:albn, stotcKM• delivery, erection taxi txacDtg of Inasesardl truss systems. soeANSt/1PI I Quality Criteria, D36-69 and SCSI Wilding Component Tampa. FL 33610SafetyInformationavdiabslcDomtilesPkileInstilute. 21B N. Ise Sheol. Stdto 312. Alexandria VA 22314. Job fuss fuss ype oty ply 64.0 V 11I van" 2 1 Ta093665 Job Reference lanai 8ulklere FrroSource. Tamps. Plana Cdy. Fbrkla 33566 7 640 a Apr 19 2016 MiTek Indusidas. Inc. Wed Jul 20 14 45.06 2016 Page 1 I D:fEusaKU2YSRgi4BZ7ilYSCzElxD-EgRt6ogFwhuiiASo6pXFzFeNraab5l FKgbSlMlywgHB 4.10-8 a-" 4.10-a 3.1-8 Scate. 1:17.1 3x4 = 20 II 3 4 20 11 6.00 12 y 0 6 5 20 2x4 11 20 11 8-" a•0-o Plate Offsets (Y Y)-- f3:0.2-0.0.2.81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) We We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) We rt/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(rL) 0.00 5 n1a r1/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns, except BOT CHORD 2x4 SP No.3 end venlcals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=102/7.11-8, 5=122/7.11.8, 6=311/7.11.8 Max Horz 1=95(LC 12) Max Uplift l_ 2(LC 12), 5=-44(LC 8), 6=-108(LC 12) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. WEBS 2.6=-219/253 NOTES- (8) 1) Wlnd: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces R MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upllft at joint(s) 1, 5 except 01=11t) 6=108. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any panlcular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verity daWfin pssrametws and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PACE Ma7473 rev. IM3,2015 BEFORE USE Deslryt vdkl tot use only wllh MI IekV connectors. Bls doslgl Is txaod only upon luornolors shown. and Is a1 knllvIducil budding cotponent, nor a kum system. Bofors use, Iho bullok1p designer must verity the opplic allay acrofdesignpnefets crxl lxop ody Incogxxole this design Into the overall Ixdalng deslgn. Brocing IndIcalod Is to Ixovont buckling of In ilvidu l Iruss web and/or chord mornlons only. Additional lemporary, and pouncntenl txacklg MiTek' Is alwclvs requited lot slatAlly and to pevent collapse wllh posd)le personal IWrY and fxopeny domc*e. For gonotal gulocince tegadng mo fatxk;alluti sleroge. delNety. otoctkxl and boating of truces in d Inm systems. soeANSI/TP11 Quality Criteria, DSII-69 arW BCSI Building Component 6904 Parka East 8krd. Safety Information civaktAe from Ines Rile tnsBMo, 218 N. lee Skeot, SUIe 312, Alexandria VA 22314. Tampa. FL 33610 Job I fuss fuss ype 'pry T9093666 64-69 V12 Vdllay 2 1 Job Reference (optional) Budder* FustSounce. Tanpa. Plard City. Florida 33566 7 640 a Apt 19 2016 NUTak Industries. Inc. wad JUr 20 14:45-06 2015 P890 1 I D:fEueaKU2YSR9i4BZZilYSCzElxD-EgRtso9FwhuitASo6pxfzFeLuaYB516KgbSIMlyw9HB 4-10-8 10-0.0 4-10.8 5-1.8 Scale . 1:1e.2 30 = 2x4 II 3 2x4 II 4 6 5 3x4 r- 2x4 11 2x4 11 10-0-0 Plate Offsets (KY)-- 2:0-2-0,0.2-8) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Ven(LL) n/a rVa 999 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.36 Ven(TL) rVa rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 rVa We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 20 SP No.3 REACTIONS. (lb/size) I=166/9-11.8. 5=97/9-11-8, 6=420/9-11-8 Max Horz 1=95(LC 12) Max Upliftl=-30(LC 12), 5=-46(LC 8). 6=-107(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-292/285 Structural wood sheathing directly applied or 6.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=6.0psf; h=251t; Cat. 11; Exp 8; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100lb uplift at joint(s) 1, 5 except Qt=lb) 6=107. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. - WARNING - Vally design paramstera and READ NOTES ON THIS AND INCLUDED Mn'Ex REFERANCE PAGE Md-7473 rev. 109MIS BEFORE USE. Design Wki lot use only w1M Mllek® corroders. this design Is txned only utwn µatarnelc s shown, and is for an hd1vkAK9 building coinponent. ref a truss system. Below tee. Ito talking designer must verily the cl IcatAlty of design parameters and rxopwly Incorporate this design Into the overall t"dlrlg doslgn. Brocfrlg Indicated is to prevent buckling of indNkhKA truss web and/of chord mernbeis only. Adc91k1nd letnporary and prxmcmnl b rocInG MiTek' Is always tecrJred We stabdity, and to Ixevent collglse with possible personal Irytay and property damage. rot General g0dance regarding dto Iatxicclfbn storage. delivery, erection and bracing of trussos and Miss systems, SWANSViPII Quality Criteria, OSB-69 and SCSI Building Component 6904 Parka East Blvd. Safety tnformatlon awfir"o from truss Rate trallute. 218 N. Law Street, Sulto 312. Alexandria. VA 22314. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets ore indicated. Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0' 1/ ldr For 4 x 2 orientation, locate plates 0-'no? from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 C O U a O r— R JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8CSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor. property owner and oil other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face Of truss Ot eoch joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted. moisture content of lumber sholl not exceed 19% at time of fabrication. 9. Unless expressly noted this design is not applicable for use with fire retardant, preservative treated or green lumber. 10. Comber Is a non-structurol consideration and Is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, she, orientation and location dimensions indicated ore minimum plating requirements. 12. Lumber used sholl be of the species and size. and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or punkin provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less. if no ceiling Is Installed. unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load verflcogy unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. BEARING HEIGHT 5GHEDULE RECORD COPY 16-2:209 16-2210 16-221 eUllp,, SANFpR p # 1 6- 2 2 12 16 2 2 1 3 16-2.214 Hanger List H1 HTU26 NOTES: L) REFER TO 0 g1(RECOMAEADATION5 FOR HANDLING UMTALLATION AND TEMPORARY DRACING) REFER TO ENGINEERED DRAWM5 FOR PERMANENT DRACIN6 REQ VED 2.) ALL TRUSSES (KLUDIN6 TRUSSES UNDER VALLEY FRAMIN6) MIST DE COMPI ETEL7 DE(AEO OR REFER TO DETALL V105 FOR ALTERNATE DRACINGRE OMENT% 3) ALL VALLEYS ARE 10 DE CONVENTIONALLY FRAMED DY OUROER 4.) ALL TRUSSES ARE DE51TNED FOR 7 oc MAXIM.M SPACING. ME% OTHERWISE NOTED. 5) ALL WALLS SHOWN ON PLACEMENT RAH ARE CONSIDERED TO DE LOAD DEARING. UNLESS OTHERWISE NOTED 6) SY42 TRUSSES MST DE MIALLED WITH THE TOP OEM UP. 7.) ALL ROOF TRUSS HANGERS TO DE SIMPSON HIL026 LNLE% OTHERWISE NOTED. ALL FLOOR TRUSS H"E95 TO DE S00S0N THM22 UNLESS OTHERWISE NOTED 8) DEAMMEAOERA INTEL (HDR) TO DE FURMSHED DY OULLDER SHOP DRAWING APPROVAL M LAYOUT IS THE 50.E SOM FOR FOXAIWN OF 1RASSES AND VOSS ALL REYM AROITECTIft OR OTHER TRU%LAYOUTS. REVIEi AN7 ArMAL OF INS LAYOUT Mh1 DE t[UKD WORE ANY TRUES RL DE MI. YEOFY ALL 001IO510 N5URE A6AN510AWKS III RL RE'Ali N EXTRA OLVUS TO YOU nq-t,A kk r, au : Mrod 11 D.0 61BUildersFirstSource Orlando PHONE. 407.851.2100 FAX: 407-851-7111 Plant City PHONE:815-75q-5g51 FAX:613.752-1532 Taylor Morrison Homes 1: Thornbrooke Townhome N am%: nnSlaH Lots 6"9 AIlI 1. W 1: 5-24-16 Rick r I .-j 4 RECORD COPY City of Sanford Building and Fire Prevention 01: Product Approval Specification Form l ..3 Permit ##16-2209 #16-2210 #16-2211 #.1F 2212 Project Location Address 610 Merry Brook Circle # 1 6- 2 2 1 3 # 1 6 2 2 141 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding Sectional Arnarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Enciineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 614 Merry Brook Circle As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-116 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-RS En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 618 Merry Brook Circle As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Blockand Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-RS Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof System Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent IMiarni Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 or K, City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 622 Merry Brook Circle As required by Florida Statute 553.842 and Florida Administrative .Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-116 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof System Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent IMiami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-RS En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-113 Applicant's Signature Applicant's Name Please Print) June 2014 if City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 626 Merry Brook Circle As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding Sectional Annarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 0 D City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 630 Merry Brook Circle As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding Sectional Arnarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinciles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofino slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-RS En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online—' Page I of 3 w I Business & Professional Regulation ram a ftda ftjrnwni4 SCIS Home I Log In I user Registration : HOt TOPIC I SO"* Surcharge I Slats a facu I PueepllorK I Tee Stall I eels Ske Map I unkS I Search I Bus nes a product ApprovalPN,essi nal USER: PublIC User Regulation PtOduct AnarO.a1 Tien > Product Or ADM tion Saatcn > AOOliratbn Utl a Applltatbn oetwl FL n FL15225-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgoonsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. 4, Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgv3yVVKJ% 1 Q... 7/20/2015 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL ff i Model, Number or Name Description 1 S225.1 a. "Classic -Craft" and 'Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru' without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 R3 C CAC 1S225.1 NAMI eerts.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 1522S.1-68 (61 Door Products), INST FLIS225 R3 11 INST 1S22S.1-68.od 1S225.1-80 (8'0 Door Products) and INST 1S225-68M (61 FLIS22S 11 INST 1S22S.1-80.edf Door Products Direct to Masonry) for Installation FLIS22S R3 It INST tS22S-68M.odf instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FLIS22S R3 AE Eval•IS22S.1-68.odf FLIS22S R3 AE EVAL IS225.1.80.odf FLIS22S R3 AE EVAL 1S225-68M,odf Created by Independent Third Party: Yes 15225.2 b. "Construction Series' and 6/8 Opaque Steel Door with and without Sidelites. Inswing Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS22S R3 C CAC 1S22S.2 NAMLeerts.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions. Other: See INST IS225.2-68 (6'8 Door Products) and INST FLIS22S R3 it INST 1522S.2-68.odf' 15225-68M (6'8 Door Products Direct to Masonry) for FLIS22S R3 it INST IS22S=68M.odf Installation instructions. (Note - Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409 ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL1522S R3. AE EVAL 1225.2-68.odf. EL)S22S R3 AE EVAL 1S225-68M.odf Created by Independent Third Party: Yes 1522S.3 c. "Fiber -Classic' and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS22S R3 C CAC 1S22S.3 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.3-68 (6'8 Door Products), INST FLIS22S R3 II INST 15]25.3_6B_onr. 15225.3-80 (8'0 Door Products) and INST IS225-68M (6'8 FLIS22S 11111 INST 1522S.3-80.0df Door Products Direct to Masonry) for Installation FLIS22S R3 11 INST 15225-68M.odf' instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of 1' part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque FLIS22S R3 AE EVAL 1225.3-68.odf Benchmark Door Panels.) FLIS22S R3 AE EVAL 15225.3-80.odf FLIS22S R3 AE EVAL 1S225-68M.od1 Created by Independent Third Party: Yes 15225.4 d. "Premium Series" and 6/8 and 8/0 Opaque and Glazed Steel Door with and without Benchmark by Therma-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS22S R3 C CAC IS225.4 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68 (6'8 Door Products), INST SZjS R3 tl INST 15225.4-68.odf 15225.4-80 (8'0 Door Products) and INST 15225-68M (6.8 FLIS22S R3 It INST 1522S.4.80.0d/ Door Products Direct to Masonry) for installation FLIS22S R3 II INST'1522S-68M.odf instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FLIS225 R3 AE EVAL 15225.4.68.odf 1S22S.4-80.odfFLIS225R3AEEVAL FLIS22S R3 AE EVAL 1S22S-68M.odf Created by Independent Third Party: Yes 15225.5 e. "Smooth -Star' and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing hitps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yV VKJZ I Q... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.5-68 (6'8 Door Products), INST 1522S.5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for Installatlon instructions. Note - Glazing Shall comply with ASTM E1300- 04. (This product approval requires the use of'l' part number doors and sidelltes, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certificate FI 1 S22S R3 C C?C 15225.5 NAM1 certs ga Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FLIS225 R3 .11 INST 15225.5.68.odf' FLIS225 R3 It INST 1S225.S-80.odf FLI5225 R3 11 INST IS22S-68M.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent 1S225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and 'Benchmark by with and without Sidelltes. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVH2:: No FI IS22S R3• C CAC 15225 6 NAMI certs odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 1S225.6-68 (61 Door Products) and PI I S225 R3 11 INST 15225.E-B8 &. 1S225.6-80 (8'0 Door Products) for installation instructions. FL1S22S R3 11 INST IS22S.6.80.odf Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F.1 15225 g3 AE EVAL 1S22S.6-68.odf f IS22S R3 AE EVAL IS22S.6-80.odf Created by Independent Third Party: Yes Sack Neat Cohtva us :: 1946 North Monroe Streetfanan_ a sae FL 32199 Phone: SS04 7.192a The State of Florida is an AA/EEO employer. CApyriem 2002.2011 San of flaida::: PrlvaQ Statement :: Accessibility Statement :: Refund Statement Under Florida lav,, email addresses are public records. If you do hot want your a -troll address released In response to a public -records request, d0 not send ekctronk mall to this entity. Instead, contact the office by phone or by traditional mall., It you have Arty questions, please comact 550.407.1395. *Pursuant to section 455.2750), Florida Statutes, effective October 1, 2012. IlcenSees licensed under Chapter 455, F.S. must provide the Department with an emaa address It they have one. The emails provided may be used for official communication vAth the licensee. However email addresses are public record. If you do hot wish to SupoN a personal address, please provide the Department with an email address which can ba made available to the public. TO determine if you ate a licensee under Chapter 455, F.S., please click DaL. Product Approval AOcaptf: ER CredltCg E https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV V KJZ I Q... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005327-RS 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330 The "Notice of Product Certification" is only valid If the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAM i's Certir 1 Prndurt t.ictino ar www Nnmieertifiention.eom. NAMI's Certification Proeram is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Neg Rated Comments X I/S Opaque 310" x 8'0" 47/47 No NCTL-210-1940-1.2.3.4=F-257F Sin le X O/S Opaque 310" x 8'0" 47/47 No NCTL-210-1940-1.2.3.4r1TF-257F Single XX I/S Opaque 6'0" x 8'0" 40/40 No NCTL-210-1940-1.2.3.4/TTF-257F Double Standard Aluminum Astragal XX O/S Opaque 6'0" x 8'0" 40/40 No NCTL-210-1940-1.2.3.4rM-257F Double Standard Aluminum Astragal XX 1/S Opaque 6'0" x 8'0" 47/47 No NCTL-210-1940-1.2.3.4=F-257F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 8'0" 47/47 No NCTL-210-1940-1.2.3.4rI7F-257F Double Coastal Aluminum Astra al OXO/OX/XO I/S Opaque Door 5'4" x 8'0" 40/40 No ETC-01-741-10593.0/L-217-'MF-257F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 810" 40/40 No ETC-01-741-10593.0/L-2173MF-257F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'4" x 810" 40/40 No ETC-01-741-10593.0/L-2173/iTF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8Ws x 8'0" 40/40 No ETC-01-741-10593.0/L-2173riTF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 8'0" 47/47 No ETC-0 I -741-10593.0/L-2173frrF-257F Double w/Sidelites I Glazed Sidelites I Coastal Aluminum Astragal OXXO O/S Opaque Door 1 8'4" x 8'0" 47/47i No ETC-0I-741-10593.0/L-2173r1TF-257F Double w/Sidelites I Glazed Sidelites I Coastal Aluminum Astragal National Accreditation & Management Institute, Inc./4794 George Washington Memory/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005329-114 108 Mutzfeld Road Certification Date: 10/152003 Butler, IN 46721 Expiration Date: 12/312021 Revision Date: 02242015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Bencb mark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331frAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within wt ?Lgil l-..-.:r-A D.wA.u. i :N:nn of ..n.nu Nnmi.•nrritinneinn rnm. NSMt+¢ Corti6ratinn Prnoram is Accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Neg Rated Comments X US Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/i'1'F-253F Single X O/S Opaque 3'0" x 6'8" 67/-67 No ETC-0I-741-10703.0/L-2097/i-1'F-254F Sin le XX US Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097/TTF-253F Double Standard Aluminum Astragal XX O/S Opaque 6'0" x 6'8" 40/40 No ETC-0 I -741-10703.0/L-2097=F-254F Double Standard Aluminum Astragal XX 1/S Opaque 6'0" x 6'8" 47/47 No ETC-01-741-10703.0/L-2097nTF-253F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 6'8" 47/47 No ETC-01-741-10703.0/L-2097frTF-254F I Double Coastal Aluminum Astragal OXO/OX/XO US Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097n7F-253F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097n7F-254F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097fi-TF-253F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/17F-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO US Opaque Door 8'4" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097=-253F Double w/Sidelites Glazed Sidelites I I I Coastal Aluminum Astra al OXXO O/S Opaque Door J 8'4" x 6'8" 47/47 No ETC-0 I -741-10593.0/L-2097fT7F-254F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, lncJ4794 George Washington Memorta ` y/Hayes, VA LJUIZ Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005330-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E33IfIAS202 The "Notice of Product Certification" is only valid if the NAM[ Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within W A AA N- d' —1AwA D.v.A * I V .,,..... Nem10erd6rotinn ram NAM1+c !"orlif"tinn Prnamm is nerredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Neg Rated Comments X US Glazed 3'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/i7F-256F Single X O/S Glazed 3'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/ITF-255F Single XX US Glazed 6T" x 6'8" 40/40 No NCTL-210-1940-1.2.3.4fM-256F Double Standard Aluminum Astragal XX O/S Glazed 690"x 6'8" 40/40 No NCTL-210-1940-1.2.3.4/i-TF-255F Double Standard Aluminum Astragal XX I/S Glazed 6'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/TTF-256F Double Coastal Aluminum Astragal XX O/S Glazed 610" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/ITF-255F Double Coastal Aluminum Astragal OXO/OX/XO US Glazed Door 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/1TF-256F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Glazed Door 5'41'x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/1TF255F Single w/Sidelites Glazed Sidelites OXXO US Glazed Door SW' x 6'8" 40/40 No ETC-01-741-11008.0/L-215IMF-256F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Glazed Door 8'4" x 6'8" 40/40 No ETC-01-741-I 1008.0/L-215IMF255F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Glazed Door 8'4" x 61" 47/47 No ETC-01-741-11008.0/L-2151/TTF-256F Double w/Sidelites Glazed Sidelites I I I I Coastal Aluminum Astragal OXXO O/S Glazed Door 8'4" x 6181, 47/47 No ETC-01 -741-11008.0/L-2151/1TF255F Double w/Sidelites Glazed Sidelites 1 Coastal Aluminum Astragal National Accreditation & Management Institute, Inc./4794 George Washington Mentor y/Hayes, VA 2JU72 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-R5 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" Is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within w, .wen !--.:fwd D...d..w. I :r..e NAmpc CertiGratinn Praoram is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Neg Rated Comments X I/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096n TF252F Single X O/S Opaque 300"x 6'8" 67/-67 No ETC-01-741-10702.0M2096n7F251F Sin le XX I/S Opaque 6V' x 6'8" 40/40 No ETC-01-741-10702.0/L-2096/TTF252F Double Standard Aluminum Astragal XX O/S Opaque 6'0"x 6'8" 40/-40 No ETC-01-741-10702.0/L-2096=F251F Double Standard Aluminum As al XX I/S Opaque 6'0" x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/TTF252F Double Coastal Aluminum Astragal XX O/S Opaque 6'0"x 6'8" 55/-55 No ETC-0 1 -74 1 -11 008.0/L-21 5 1 MF25 I F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 594" x 618" 40/40 No ETC-01-741-11008.0/L-215IMF252F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/40 No ETC-0 1 -741 -11 008.0/L-215 I fTTF251 F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-215IMrF252F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4"x 6'8" 40/40 No ETC-0 I -741-11008.0/L-215in7F251 F Double w/Sidelites Glazed Sidelites Standard Aluminum As al OXXO US Opaque Door 814" x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/ITF252F Double w/Sidelites I I Glazed Sidelites I i I Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 55/-55 No ETC-0 1 -741 -11 008.0/L-21 5 1 MF251 F Double w/Sidelites I Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, IncJ4794 George Washington Memory/Hayes, VA isu-ii Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: THERMAITRU 0 THERMA TRU DOORS 1 16 1w0u0ln-L OR.. rose .. ON 43517 Smooth -Star" and "Benchmark by Therma-Tru" 6'8' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product onchonng drawing has been developed in compfonce with the Sth Edition 12014) Plorido Bulding Code (FBC) excluding the Vigh Velocity Hurricane Zone'. See the Certificotton Agency Certificate for sizes. specifications and ratings. 2. Product onchors shalt be as fisted and spaced as shown on detoSs. Anchor embedment to base material shoo be beyond wag dressing. stucco. loom brick and other wog I 105.ST MAX. OVERALL WME WIDTH I ? 3 s s r 1 t I ors r 11, Alii 1 1 1L1L1 J1 J1- P 6 6 6 e 6•. 6 oou&E w/ sipai Es ox)to MAX DESIGN PRESSURE 55.0 -55.0 coverings. V'0 MAx. OVERALL 3. Wood screws shop be installed logowtng irsiobtion irshlsctiors of ANSI/AFSPA NDS 2012 I VADTM I AB other fastener types to be Installed following fastener manufoctureh lWogatlon irstructlona. 4. Fastener embedment depths, edge distances and centeacenter distances shag be os c2specifiedbythefastenermanufacturerbutinnoinstanceshootheybelessthanshownin z this drawing. 5. whew shims are used, they must be o Tgid / stitP material that corrtpfies with ttte requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shop be 11 1 I 1 1 y determined by others for specific jobs in accordance with the governing code. P. 7. Site conditions not covered by this drawing are subject to further engineering analysis. 4 5 6 FANZ OF CONIFNR SHEET DESCEWTION 1 T • at elevations. designpressures 6 mars notes 2 Buck oncllptn 3 Frame anchoring 4 fsome anchorrig a bit of moteriob 5 Horizontal 6 veftar pan sections 6 Verkolposs sections SINGLE x MAX DESIGN PRESSURE 67.0 -67.0 68M MAX eee 1sss SWCLE W/ SWELM OXO MAX DESIGN PRESSURE 40.0 -40.0 74.SU' MAX. OVERALL WIDTH t ?• 3 5 s• 5 . OOUSLE XX MAX DESIGN PRESSURE S5.0 -SS.O OC[ HAIDWAU MPG A seas 91NQQLGNATUff SUM IA1C" RIYIOkT SIGNANsf SESFt 7s0 DSADeO1J W 49 S3.00' MAX. OVERALL WIDTH K Kt SINGLE W/SIOEUIE OX put; 21211MAXDESIGNPRESSURE 40.0 -40.0 N.T. a.1 w L nu.1w 10: Ft-15225. sirs 1 OF QV 1 ice :<.. Ai 4 I I `MULLION I I MULLION I I tttl MASONRY OPENING TYP. HEAD MASONRY OPENING 4 11 SHOWN FOR TYP. 11 REFERENCE MASONRY OPENING I I TYP. 11 SHOWN FOR REFERENCE I I R •; e o g i m do JAMBS HEAD I I HEAD" I I Eg g k JAMBS JAMBS 2X BUCKJLL i a 2X BUCK I I 2X BUCK 11 11 V z II 11 II h 0 I I rn v I I SHOWNNFOR 1) or LS I c; 11 C6 c I I REFERENCE I II II II cIN.• SINGLE DOOR BUCK ANCHORING W/ ID 1 BUCK ANCHORING SINGLF W/SIDELITES BUCK ANCHORING Xxg I C MASONRY OPENING NOTU: 1. 2Xbuck min. S.G. Z QSS. 2X BUCK CONCRETE ANCHOR N0113 I. Concrete ondsa tocofWa of tns comer may be odwted to mai lain the min. edge distance to monaJeina. 2 Concrete a clwr locations noted as MAX. ON CENTW mua be ocywted to maintain the min. edge datanco to nxhlw c(hrL addtbnd cow"le anchors may be teQL*ed to o(Wo me MAX. ON CENTE1r drncnfion ore not oxceaded. I Concrsto anchor table: ANCHOR ANCHOR MIN. MOL CLEARANCE MIN. CLEARANCE SRE EMDEOMFM 1OMASONRY TO ADJACENT TYPE EDGE ANCHOR g111 . 1/f la/P i TA CON ELCO a 1/f 1.1/4• 1' UITIACON lr4_1 r4v8. um MULLIOSHOWN MULLION 1 1 z FORI SHOWN FOR II w TYP. HEAD k JAMBS LASTRAGAL TYP. II REFERENCE HEAD 1 REFERENCE II o Sy SHOWN FOR JAMBS 1 1 II REFERENCE II W2X1 BUCK t t II 1 I I II o 1 1 6I I 1! ASTRAGAL I SHOWN .FOR I I tio W 1 tti c I I 1 REFERENCE 11 c an- 2121112 sous, N.T.S. II II I Lrs dDOUBLEDOOR BUCK ANCHORING MASONRY OPENING DOUBLEJBUCK W/SIDFLITFS ANCHORING OR-W. Me• FL-15225.5-68 c Sian -L or 6 e G 3r" C. F-3 3' iii MULLION SHOWN FOR - REFERENCE A W/2x BUCK INSTALLATION O 9 W/1X BUCK INSTALLATION TYP. HEAD d: JAMBS Ev C. .D- .E. VIEW "C'-"C' SINGLE DOOR W/SIDELRES r C1oN PAIRS C. V A' 3 IYP. C TYP. J" --I T in — N O 2 a W o NW NIn- N Oi I v _ O 6 C r SEE DETAIL SEE ge u DETAIL N 6tl 1-= 1 VIEW 'E'-'E' wEw "D'-•D' 9+wn V/ wmox toAruut>n FASTIOM . rtW po fnP. ALL SOON re wm Arse comwnaw SIDELITF NOTES: 1. Tho sideEle is drect set into the jamb with (12) M8 x T pth. wood screws. There are (A) of each ventral jamb. from the top down of 13.5. 31' AB.S' d 66' There are (2) of the header of P from the outssde comers of the home. There ore 12) of the zZ A' from the outside comers. 2 For optional sdeble construction with stopim sideGte is direct set Into the jomb with (A) ?%s x 1 •s/; 16 go. staples along each jamb (6' from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: I. Concrete onchorlocolions at the comers may be adjusted to malntain the min. edge distance to mortar joints. 2. Concrete anchor locatiorn noted as 'MAX. ON CENTER' must be odjusted to maintain me min. edge distance to mortarjoinh, oddlkinal Concrete anchors may be required to ensure the •MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMfM TO MASONRY IOA UACENT EDGE ANCHOR 1114 TAPCONa 1/4• 1.1/4" T t• lTW TAPCONe J" 1.1/2' 41- 4 f7;-j —16- L 1 rMULLION W SHOWN FOR _ o REFERENCE. A / 2X BUCK INSTALLATION of 9 / IX BUCK INSTALLATION O TYP. HEAD A JAMBS U O t6A, UI- SEE 11 12 : ii DETAIL '2 le s P i •••.,, ` Ti o 0 6. 7 e o i{ W/ 2x BUCK m A a INSTALLATION w/ tx BucK 9 INSTALLATION Ina ` e TYP. HEAD A o o = y JAMBSn ao 16 SEE 5 - DETAIL " 1 . ^ + y = I - I P1,C. b. A' .B. A. SINGLE DOOR W/SIDELTE VIEW "B"-'B" SINGLE DOOR VIEW A'- A' 8 DETAIL ' B' W/ 2X BUCK 2 INSTALLATION W/ IX BUCK 11 INSTALLATION DETAIL ' 2 INSTALLATION O W/ IX SUCK i jINSTALLATION DETAILDETAIL Io' Nj i a, r< 2 2t T2 a W- 1 N.T.S o ec. 9r: JK c ace n: LFS ; orwso roA d FL- 15225.5-69 0 qw - Lor-L o C 7. b + 3 3. 7 1-R r 3L I I _ SEE S EETT3 3 p SEE DE7al 'J• A 1 9 ASIRAGALJJ, MULLION SHOWN FOR D SHOWN FOR REFERENCE p REFERENCE - ONLY 1 1 pp2S 16 1 y 16 p 16 p 16 4 12 5 p 5 VIEW 'C•-•C' DOUBLE DOOR W/SIDELITES IN rxn2N PAIRS 30 C oa TYP. I I W/2x BUCK SEE OET ,l 1INSTALLATION W/IX BUCK INSTALLATION TYP. HEAD HLn x ASTRAGAL JJA k JAMBS it SHOWN FOR 1REFERENCE ONLY 1 SEE 1 DETAIL •+• 9W 1 Wa = c cs 16 N! 5 1 T NEW 'E'-'E' DOUBLE DOOR rAVDAMS. ITD# 0" (W. ALL SMEUM TO" 0000 AW*rrnaa) Item DESCRIPTION Material A t0 x 2-1 2 P H WOOD SCREW STEEL a I x t- ! FH WOOD CREW STEEL C 10 X 1 PFH WOOD SCREW STEEL I t x 4 LG. PFH W SCREW Hine to Frome STEEL 10 x 2 LG. PFH WOOD SCREW STEEL 3 x -1 2 I.C. PFH WOOD SCREW STEEL 1 4 x 2-3 4 PFH ELCO OR ITW CONCRETE SC STEEL 5 4' x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 11 4' x 3-3 + ITW PFH CONCRETE SCREW STEEL 11 3 16 x 3-1 4 ITW PFH CONCRETE SCREW STEEL 12 4' x 3-1 4 ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACt 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE t6 t! X 2-1/4' PFH ITW CONCRETE SCREW L 20 HEADER JAMB SUGAR PINE SG >= 0.34 WOOD 21 3 + K. PRESSURE TREATED SIOELITE PAO OD 30 2 X 1 X 25 GAL CORRUGATED FASTENERSTEEL W/ 2X BUCK :;it* INSTALLATIONW/ 1X BUCK INSTALLATION o In• ;. L""jON SEE c OETAIL n A• fit 5 s CAI it b. upno Slt Nx. 2. e J s s= W/ 2X BUCK INSTALLATION 3 1 0 W/ IX BUCK 11 Q.. L •I' INSTALLATION DETAIL ' 3• B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN t C t DETAIL ANIF of h i 5 JK ° LFS i n 15225. 5-68 c 0 IX BUCK INTERIOR T HEAD JAMB To Ix WbOick sV EXTERIOR INTERIOR 2 HEAD JAMB BUCK INTERIOR EXTERIOR 2S MAX. SHIM SPACE 1.ISMM. 1.25 MIN. EMS. EMS. TYP. 4 VERTTCAL SIDE JAMB S hs%" s!w»^ INTERIOR A EXTERIOR 3 HEAD JAMB INTERIOR r• - A H EXTERIOR 0.1 S MIN. C•SINK 0.25 MAX. SHIM SPACE LISMIN. EMS. S VER11CAL SIDE JAMB S tt^ftfly Ty T D L M JK ac, W. LFS DMnC M: F L-15225.5-68 IA•'t o 2 CO INTERIOR EXTERIOR Y04 INTERIOR EXTERIOR EXTERIOR INTERIOR z 20s V of 13 13 21 12 Ili 13j ib 16 Z 1 VERTICAL CROSS SECTION 2 VERTYCAL CROSS SECTION 3 VERRCAL CROSS SECTION J F Y,' b uevMpeontguoeon 6 Oufsw4ipconfguotlon C' 3 a o N m Qom_ N INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR eW 16 id id T3 5 u° Z 4 VERTICAL CROSS SECTION S VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION wn 2121112 b WSWVeonfiwobcn oonfg..Iion wc N.T.S. 5 u.c. rr 1x o t S cMct,5225 w,,. 5-68 n S+[a THERMAITRU 0 THERMA TRU DOORS 11e IMCU.1AL aft., C—C ON. OH 49e17 Smooth -Star" and "Benchmark by Therma-TrU" i 87 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ 6 W/OUT SIDELITES INSWING / OUTS WING ' INSULATED FIBERGLASS DOOR WITH WOOD FRAMES 105-0' MAX. OVERALL FRAME WIDTH 1 2 3 3 3 3 11 11 11 1 1l__Y 1C--L Ir-Y r II ,1 11 11 11 11 11 ;f i 3' I; We Y a; 1; 11 1, 1LL 111','11 1 I' 'I 1'y '1 1I '1 General Notes 1. This product anchoring drawing has been developed in compliance with the Sth Edition 12014) Rondo guiding Code 1FBC) excluding the "High velocity Hurricane Zone-. See the Certification Agency Certificate lot sues, specificotiom and ratings. 2. Product anchors shot be as bled and spaced as shown on details. Anchor embedment to base material shol be beyond wall dressing, stucco, loom. brick and other wall coverings. 3. Wood screws shag be instoled fotowing installation instructions of ANWAFaPA NOS 2012. All other fastener types to be installed following fastener manulocturees installation instructions. 4. Fastener embedment depths. edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance stroll they be less than shown in this drawing. S. Where shims are used, they must be o ligki / stiff motedol that compress with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing ftl be determined by others tar specific jobs in accordance with the goveming code. 7. Site conditions not covered by Ihis drawing ore subject to further engineering analysis. TABLE Of COMEMS MEET • DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Buck one S From a 4 kale anchoring a bl of moterloh S Horizontal & venccol cross sections 6 1 Vertical crass sections 8 6 6 6 6 W6 6 6 6 6 6 DOUBLE w/SIDEUTES OxxO SINGLE w/SOCUTES Ox0 MAX DESIGN PRESSURE toss MAIDINAM MPG a seas MAX DESIGN PRESSURE 47.0 -47.0 ftwo SCUA11111E SUIES LATCH +40.0 -40.0 RWKW SIGr1AWItt EDGES W DEAWOtr 37~V MAX 53.1X1' MAX. 1 ova 3 1 )4 50 MAX. OVES LL WIDTH 1 OVERALL WIDTH3 1 1tA; tr yl r_ 11i r= 1 1 ll _IJ 1. 1 11 11 1 1 1 1 l} I 4' u n IT-TI J"Ti IT-fi Ii'TI 11 „ 1 , , , 19o 1 1 1 1 ' '1 ' 1 11 11 11 11 11 II 11 11 1, 11 II 11 11 11 11 11 11 U11 S 1Y111yy B_Y Y 1_11 `i_JIJ - 1_1 IA-1 a--_J ,--J 3 u u 11 11 1y1111Y 1 L3 0 1 1, 3 3 Ir-TI IT-TI IT-YI Ir-YI 3 11 11 11 11 0 1 1 11 II I1 11 11 1 U 11 a 11 II 1 I, ,1 1, A _' P SINGLE x DOUBLE xX MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67.0 -67.0 +47.0 -47.0 V 5 V b \ sus: N.T.S. d' 66e6 G.c, we. JK SINGLE w/SGEUTE ox Oat• ft. LFS MAX DESIGN PRESSURE WA"WO 140. 40.0 -40.0 fL-75225.s• I — t' MASONRY OPENING 2X BUCK 4-1-4— 4' KMULLION MASONRY I II SHOWN FOR OPENING TYP II REFERENCE HEAD I I JAMBS 00h II II n II 11 I1 2X BUCK II II II II MASONRY OPENING NOTES: 2X BUCK I. 2RbUCWCk nin. &G. 2 0.55. CONCRETE ANCHOR NOF13: 1. Conaere anchor tocortoru or the comets may oe coated to mointch the mil edge dhtance to mortar jmM 2. Conaote anchor locotam noted as 74A.K. ON CENIEtr must be coated 10 mamtoin the mR edge dietance to mortarjoints. oddtiond concrete onehon may be requied to eroue the'MAX. ON CENW atmension are riot e=oedod 7. Conaero anchor Cobb: ANCHOR ANCHOR MIN. A• CLEAItAhfa ALAiL CLEARANCE TYPE mu EA1aE0MEM TO MASONRY FO ADAA(lM EDGE ANCHOR low • 1/r 1.1/r r r TAfCON ELCO orULTRACON II II MASONRY . II II OPENING TYP. II II HEADII II h JAMBS i l II II II 2X BUCK I I o O I' `MULLION II IISHOWNFORII REFERENCE II II II 4 " 1 II II o J. II II r` ljen$Z r C to o cc N • n isri I' d SINGLE W/SIDELITE SINGLE W/SIDELITES BUCK ANCHORING BUCK ANCHORING 0 I II R 11 r. 1 I V U I I 1 II c 1 MULLION SHOWN FOR 1 MULLION TYP. HEAD TYP. II REFERENCE 1 SHOWN FOR II JAMBS 1 ASTRAGAL HEAD 1 REFERENCE II SHOWN FOR JAMBS I II 1 REFERENCE 1 II 1 II 1 II 1 I II 1 II 1 II 61 ASTRAGAL II 1 2X- II 1`SHOWN FOR II BUCK II 1 REFERENCE II d 1 coCi II 1 II 0 * 1 t I I 1 I I n G 1 II 1 II DOUBLE DOOR MASONRY DOUBLE W/SIOELITES BUCK ANCHORING OPENING BUCK ANCHORING ANNE. 0 h j 2 t 12 = S N. i.5. ttr JR C r LFS 3 e w: 15225. 5-80 e is 6 C D- c" F-F323 —1 i-- -3" I II 1 II II 1 MULLION 813 w SHOWN FOR sit _ X REFERENCE yn - A W/2x BUCK INSTALLATION - n nv n O O 9 W/1x BUCK INSTALLATION TYP. HEAD & JAMBS - i w 3' F13 —1 3" T W = W o 4 e 0 i°o MULLION jn SHOWN FOR REFERENCE - W 2 N P Y I n A /2x Bugc LVSTAt1ATWN O 9 /1X BLOCK INSTAUATION TYP. HEAD & JAMBS '- SEE- w N 6• - - 16 t 6 NO16 ta SEE C o W O o c< 16 16 DETAIL - nt to - •• es I "' - le 5 - 12 t2a. C. .D. -E- I -C• -D- q- VIEW 'C'-'C" SINGL DOOR W/SIDELITES VIFW-f'-'f' VIEW 'D'-'D" SINGLE DOOR W/SIDELITE Snore r/ Mart (OWACAMD FASTVM MV JX (M. ALL cwemv SIDETRE/HARWDARE NOTES: s>onrlL m ooa+e JAW n A' 2 W i r6. y6-r i I w/2x BULK INSTALLATIONIINVALLATION y w/tx BUCK _ TYP. HEAD @ JAMBS SEE DETAIL T I-Ci I. The sidefte B direct set into the Jamb with 112) M8 x 2'pfh. wood spews. There ore (4) of eoch B vertical jamb. from the top down of 13.5. 31' A8-r 6 W. There are (2) of the header of !horn me outside comers of the home. There are (2) of the sit 4' from the outside comers. 2. For optional sidelae construction with staples. sideEte B direct set into Me jamb with (5)1ifs' X T C 1•3/i 16 go. staples along each jamb (6" from ends and equally spaced thereafter). 3. torch, deodbolt and hinge locations vary. See Certification Agency Certificate and corresponding lest reports for specific dimensions and design preum ratings. CONCRETE ANCHOR NOTES: t I Concrete anchor locations at the corners may be adjusted to maintain the min. DETAIL '4 - edge distance to mortarjoints. 2. Concrete anchor locations rated as "MAX ON CENTER' must be adjusted to maintain the min. edge dlstonce to mortarjoints. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. A A 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENTt0 MASOHRy iG ACJACENT EDGE ANCHOR f1w 9 Ite 1.1/4- 2- C TAPCON II TAICON° 3/16- 1.1/4- r tIS ¢^ 5 ny I I— O B. A. SINGLE DOOR VIEW A"- A - I - x 0 h y u 2121112 N. T.S. or. JK e LFS ; MC ro, c n 15225. 5-80 n 3 a 6 p E- C _ )• 4 L ly l J 3 1 —I 3• I- 1 I 1 I I III I SEE DETAIL J' III A III SSHEET 3 EE NOTE 3 ( I 9 1 MULLION 1 SHOWN FOR 11 REFERENCE - ASTRAGAL-BSHOWNFOR REFERENCE 1 - ONLY 1 - 1 1 t6 16 0 16 5 1A6 R 12 III 1 5 c III - 12 III 1 III C "E VIEW 'C"-'C' DOUBLE DOOR WISIDELITES w/tx Bucr INSTALLATIO TYP. HEAD JAMBS SEE DETAIL 4 0 Inw^ zw W 2 I tAo 3. 6" I I` 4 I 7;,; W/2XBACK,j SEE DETAILNSTALLATION J' 1 W/Ix 8= 1 INVALLATION TYP. HEAD & JAMBS JJJ 1,,, ASIRAGAL SHOWN FOR REFERENCE 1 ONLY 1 1 1 16 16 5 5 1 1 Item DESCRIPTION Moleriol A 110 x 2-I 2 PFH WOOD SCREW STEEL B 10 X 1- 4 H W EV/ STEEL C fIO X 1 PFH WOOD SCREW STEEL t 10 x 314 G. PFH WOOD SCR Hine to rome STEEL 4 1 4" x 2-3 4 PFH ELCO OR ITN CONCRETE SCREW STEEL S t 4- x 1-3/4- ITW PFH CONCRETE SCREW STEEL 4 ITW PFH CONCRETE SCREW L 10 8 X J PFH SCREW STEEL 11 3 16 x 3-14 ITW PFH CONCRETE SCREW STEEL l 1 4 x 3-1/4- ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-1 4 PFH fTW CONCRETE SCREW L 20 HE40ER JAMB (PINE. SG >= 0.42 WOOD 21 3 4 THK. PRESSURE TREATED SIDELITE PAD W 0 30 t 2' X 1' X 25 GA. CORRUGATED FASTENER STEEL z W p¢ SEE DETAIL -_ U L r= x A' 01 WOtu y 304 Ip ou A h d l9r _ T— KIT 4 VIEW SOON/ M/ o OOOtUGRD FAS104M M / 30 MP. ALL SWri to p" J" co.-Ec"15) 1r- 11 011 DETAIL ' 3' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. IX BUCK INTERIOR tl'N HEAD JAMB 5 T-suJ>-1k I Wv N N EXTERIOR 1 IW 125 t= A7TU INTERIOR EXTERIOR 2 HEAD JAMB S Tiwing $Iffa n BUCK INTERIOR I EXTERIOR 2S MAX SLUM SPACE I.ISI.1W. 94. 12S MIN. W.TYP. 1 VERTTCAL SIDE JAMB to 3 subbu nht"in0 cdm BUCK A i3 INTERIOR EXTERIOR 3 HEAD JAMB INTERIOR EXTERIOR 0.1 S MIN. C•SINK 02r IAAK. SLUM SPACE 1ASMW. EMB. 5 VERTICAL SIDE JAMB S Tvs"4-Q shown ll, di•: r Y O pto^ S M 0 Z V gCZFa a F < e i z n INTERIOR EXTERIOR 0 o+z< INTERIOR EXTERIOR EXTERIOR INTERIOR 3 c 47 o •" n) a • z 13 13 21 12. W 13 n 1 VERTICAL CROSS SECnON 2 VERnCAL CROSS SECRON 3 VERRCAL CROSS SECnON ; N 6 cormgvoron 6 Outswingconffpuo+bn 6 ' '' j1, M-, 4 VERRCAL CROSS SECnON d Ytiwv cw5gurchon EXTERIOR INTERIOR S VERRCAL CROSS SMM It OYhw 18 CORTi01N br1 EXTERIOR z m INTERIOR 6 VERWAL CROSS SECnON V 0.5-V co iRFE + mAb N.T.S. 3i o•c. er: JK c rr: LFS 3 n FL-15225.5-80 n sum g a L O THERMAITRU 40 THERMA TRU DOORS 11e i... a—, Dn.. E00En10- ON 43e17 6r 8'1 SINGLE & DOUBLE OPAQUE OR GLAZED DOORS W/ & W/OUT SIDELITES OUTSWING DIRECT TO MASONRY INSTALLATION General Notes I. this product onchoring droving has been developed in compliance with the Sth Edition 12t)14) Rorfdo Building Code (FBC) excluding the "High velocity Hurricane Zone'. See the Ced4cotion Agency CeMtfficate for yes, specifications and ratings. 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing. stucco, loom, brick and other wall coverings. 3. Fastener embedment depots. edge distances and center -center disfonces shoo be as specified by the fastener manufacturer but in no butonce shoo they be less than shown in this drawing. a. where shims are used. they must be o ligid i stiff material that complies with the requirements of the FBC. 5. Positive and negative design pressure requirements for use with this droving shoo be determined by others for specific jobs in accordance with the governing code. 6. Site conditions not covered by this drawing ore subject to further eng'useesing onoW. TABLE OF CONIFNMS P# DESCRIPTOM/ TypicalelevoGOro. d B notesRHormowcrossseammorly Vertical Qa/s SeC1bM mOSOM From anehaXlU Rmne onchorino & of material; rttu.str MAx. oiE1zuL FitAME WIDTH I 1 2 3 3 DOM w/ fmcm oxxo MAX DESIGN PRESSURE 55.0 -55.0 31.50r MAIL OVERALL WIDTH 1 2 3 3 2 5-A :/ - 2 1 IIII 11 11 11 11 11 Sw.0 X MAX DESIGN PRESSURE Ssimdod,00 +55.0 -55.0 se°Is)d1 w +65.0 -65.0 71.SOr MAX. OvetAU WIDTH 1 2 3. S OVERALL A'.• 1 1° ii oRALLWIDTH 11 11 1 1 f/IIII 1r Z 1 1' ' P `,n Eo m• 1 i' 'r • m A L s SDIGIX W/ seem OXo MAX DESIGN PRESSURE 55.0 -55.0 53A' MAIL OVERAU WIDTH 1 2 3 DOUM/ XX S94U w/SrD" oX MAX DESIGN PRESSURE MAX DESIGN PRESSURE 55.0 -55.0 +55.0 -55.0 IOCX NA&DWAM MFG a SERIES X\NAC IIGNAIURE SEM IAMN MWITSNSNAIMEUM M70 DEADROII Opppp' O I N G 3 = oil N e u La 2121112 i WALL N.T.S. ° am n JK e ail .r LFS 3 IR g1101ID: e FL-15225-6864 " a E INTERIOR INTERIOR ti at I G o n EXTERIOR EXTERIOR INTERIORhHIH1 oCp H et C oox U s RII MAL C SECTIONHOow 3 HORIZONTAL CROSS SECTION 3 oB a9/16 jornb 2 a a = itsw6. ngconfipuolion C G EI E h 2! EXTERIOR m h I S HORIZONTAL CROSS SKIION Z INTERIOR INTERIOR 2 Nguation rrits Ing& o e g Li 11 N 0 EXTERIOR EXTERIOR H a-M 2 2 t 12 = H Wr L N.T.S. 5 Jx 2 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTIONc.c t Fs e2Outswin9contipuotion 69/IGhunb Outswing configuouon 6.9/16 jomb w oic o: FL-15225-68 1 c spar 2 n 5 p ISMAX. EXTERIOR _ jW INTERIOR 1 VERTICAL CROSS SECTION 3 Q9%IBpmD 1. 2s f Mw EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 1 90un1wSrpc a ipuotion EXTERIOR INTERIOR i 01 3 VERTICAL CROSS SECTION 3 Ditro v eoagowa, EXTERIOR INTERIOR S VEIMCAI CROSS SECTION 3 Ow.Ug co v""m EXTERIOR EXTERIOR JOvw4& G-09—tan fAsan t3 14 es Ii iI dam R Y INTERIOR E, S: m 964 12ClVINTERIOR r6'\ VERTICAI CROSS SECTION v 3olxz c,U i;Fb- n Lo 5 o N j IZ xm. 2, 121112 xu: N. T.S. JK a arc a LFS i a..nt we n FL- 15225- 68M c wm J a 5 C MULLION SHOWN FOR REfBtENCE 6• JAMB JAMBS ICJAMB VIEW' C•Y" SINGLE DOOR W/SIDEUIES 6 p yt p` e o J , • ,> Pi it ' l `` ui e I ~ lu D 9/16'HEAD 1T r lu TT'P.6HEAD 1 49/IA HEAD w o 1_ p 9/1SHEAD '^ oN Ee 39§ cg MW10N I 1- 49/ AHEAD •• a` Ng m u S SHOWN FOR " . E V ' of _ EHCE _ O1 Q _ C. i p 0 ` ! 0 G 6-9/hr JAMB ' O G lYP 1®JAMBS 3a n?. ® JAMBS T H 49/16•JAMB 49/16•JAMB- o I - r p SAS N -tb - \ - - SEE at 16 DETAIL'o 1 '1• , \ o c \ SEE lu SEE S DETAIL + $ 8 12 ^'` DEIAR• f 12 ; S DEIAJL 7 i .. V EW "E'-'E' VIEW ro"_'D" CONCRETE ANCHOR NOIES: 1. Conaele atichor bcotiom of the Comers may be ClOwted to maintain me min. edge distowo to mortorjoints. 2. Corxmie anchor Iocadons noted as IMAX ON CENTER' muff be adjusted to maintain the nurt edge detonce to mortar joink oddif wa Conaeto cw-'Ws may be mQured to ensue Me -MAX ON CENTER' dimension ae not exceeded. 3. Comore oncnor lobte: ANCHOR ANCHOR AM CLEARANCE MIN. CLEARANCE SSE EMBEDMENT IO MASONRY ro A T TYPE EDGE ANCHOR ORffW 1.1/f T TAICON• ELCO 1/ P 1•T/ 1' ULTRACON IIW • 311C 1.1/c AS SNOYM AS SHOWN TMCON SiDELRE NOTE: 1. The side ile B direct set into the jamb wIM () 2) R8 x 2- pth. wood SaawS. There Ote (4) of each verficoijomb. from the top down of 13.5. 31 . 4&S• & 667. There are (2) of the header of 4' from the outside corners of Me frome. There are (2) of the sA 4' From the oulside comers. SINGLE DOOR W/SIDEWE VIEW "B'•'B' SINGLE DOOR VIEW A'= A' Z u hm 2121112 1 sxu N.T.S. r+ e. w.. JK o t of. LFS ; VA- C 7 d FL- 15225-68M c 1- w 4 or 5 VIEW'C'-'C v- ro 1e I_ 1 I1 1 1 SEE DHEADP. i HEAD9/16 HEADASTRAGALI. MUWON SHOWN FOR 1 SHOWN FOR REFERENCE p REFERENCE ONLY 1 1 1 16 1 0 12 S j 5 r 1 I1 C' L__ F DOUBLE DOOR W/SIDELM J 1 r G 6.9/16'JAAAB TYP. D JAMBS i 4-9/16'JAW o 16 SEE DETAILS of 12 1 VIEW "r-*r BILL OF MATERIALS ffm • DESCV00d mATE W C 1/4' MAX. SHIM SPACE D 1/4' X 2-3/4' ELCO OR ITW PFH CONCRETE SCREW STEEL E MASONRY - 30DD PSI MIN. CONCRETE CONFORMING 10 ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4'x2.1/4'ELCOORITWPFH CONCRETE SCREW STEEL G 3/16-X2-3/4-oWPFH CONCRETE SCREW S1Eft H 3/ 16'X2-1/4- ITW PFHCONCRETE SCREW STEEL S 1/MxIVCELCOORITW PFH CONCRETE SCREW STEEL 11 3116' x 3- 1 /4' ITW PFH CONCRETE SCREW STEEL 12 1 /4' x 3-1/4' ELCO OR 0W PFH CONCRETE SCREW STEEL 16 1/C X 2-1/4' PFH ITW CONCRETE SCREW STEEL 24 M9 X 3/ 4' PFH WS STEEL 26 09 X 1' PFH WS STEEL 27 410 X 1J/ 4' PFH WOOD SCREW STEEL SEE DE1AL'B p Jfl_ rD 1 nsHEAREFERENCE D z qASTRAGAL FOR 1 SHOWN FOR 1 0OKYI6.9/ 1 V JAMB O i TYP. O JAMBS14-9/16' JAMB O _ 1 1 TAIL SEEDE 1 11e nn r T c= 0 eEE pp o. of NN ak 1 g DOUBLE DOORVIEWi1'-' A' 11 0 27 SHOWN. DEWL ' 6" AS ATTACH ASTRAGAL THROW BOLT 26 STRB(EPIA TO FRAME 24 DETAIL'S H 26 24 MAU I* m e N E 2121112 I tam: N. T.S. M. an JK E MK. W6 US 3 114.uc 00.: 0 FL-15225-68M c um 5 a 5 G R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Boa 230 Valrico, FL 33395 Phonc 813.659.9197 Florida Board or Professional Engineers Ccnificele of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Thermo Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru•' Exterior Swinging 118 Industrial Dr 8.8 Single & Double Opaque or Glazed Panels w! 6 w/o Sidelites Door Exterior Edgerton. Oil 43517 Inswing I OutswingAssembliesDooAssemblies Phone 419.298.1740 Insulated Fiberglass Door with Wood frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. 8 Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method to of the Slate of Florida Product Approval, Dept. of Business S Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have not will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed In compliance with the 511h Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Codification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3 Wood screws shall be Installed following Installations Instructions of ANSI AFSPA NDS 2012. All other fastener types to be Installed following fastener manufacturers installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown In drawing FL-15225.5.68. 5. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5-68 shad be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard ETC-01-741-10702.0 ASTM E330-02 / TAS 202.94 ETC-01-741-11008.0 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02 / E 1886-02 / E 1996-02 2. Drawing No. Prepared by No. FL-15225.5-08 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants. Inc. (CA #9813) Sheet 1 of 1 Testing Laboratory Sinned b ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P E. ats!r» rielf 1*1 1 0 i Lyndon F. Schmidt, P.E. FL PE No. 43409 2/6/2015 R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry C P.O Uox 230 Valrico, FL 33$93 Phone 813.659.9197 Florida Board of Professional Engineers Cenificalc ofAulhorizariou No. 9813 Product Category Sub Category Manufacturer Product Name Therms Tru Corporation Smooth -Star" and "Benchmark by Therrma-Tru" Exterior Swinging 118 Industrial Dr 8'0 Single & Double Opaque or Glazed Panels w/ 6 w/o Sldelltes Doors Exterior Assemblliesies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3. Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial Interest in the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations instructions of ANSI AF3PA NDS 2012. All other fastener types to be installed following fastener manufacture's Installation Instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15225.5-80. 5. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5-80 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-80 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Sinned by ETC-01-741-10593.0 ASTM E330-02I TAS 202-94 ETC Laboratories Mark 0. Passero, P.E. ETC-01-741-10703.0 ASTM E330-02 / TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. NCTL 210-1940.1,2,3,4 ASTM E330-02 / TAS 202-94 NCTL Barry Portnoy. P.E. TEL 01460147 ASTM E330-02 / E1886-02 / E1996-02 Testing Evaluation Lab. Lyndon F. Schmidt, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL•15225.5-80 RW Building Consultants, Inc. (CA 09813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed S Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) At Lyndon F. Schmidt, P.E. e fV ' • r c,. ., , a • Lyndon F. Schmidt, P.E. FL PE No. 43409 Sheet 1 of 1 2/6/2015 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O.Oox 230 Valrico. Fl. 33393 Phone 613.659.9197 Florida Board of Professional Engineers Cenificale of Authorization No. 9813 Scope: Product Evaluation report issued by R W Building Consultants, Inc. 3 Lyndon F. Schmidt, P.E. (System 10 0 1998) for Thera Tru Corporation, based on Rule Chapter No. 611320-3, Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have not will acquire financial Interest in the company manufacturing or distributing the product or in any other entity involved In the approval process of the product named herein. Limitations: 1. This product anchoring has been developed In compllance.wilh the Sth Edition (2014) Florldo'Building Code'(FBC) structural requirements excluding the 'High Velocity Hunicane2one. See the CeNfleallon Agency Certificate for sizes. specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations instructions of ANSI AFBPA NDS 2012. All other fastener types to be Installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no Instance shall they be less than shown In drawing FL-15225-08M. 5. Where shims are used, they must be a "rigid / stiff" materiel that complies with the requirements of the FSC. 6. Positive and negative design pressure requirements for use with drawing FLA5225-68M shall be determined by others for specific jobs In accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.68M require further engineering analysis by a licensed engineer or registered architect. Supporting Documents., 1. Test Report No. Teat Standard TEL 01460145 ASTM E330-02 / E1886-02 / E1996-02 ETC 01-741-11006.0 ASTM E330-02 / TAS 201. 202. 203-94 2. Drawing No. Prepared by No. FL-15225-68M RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA 09813) Sheet 1 of 1 Testing Laboratory Sinned Testing Evaluation Lab. Lyndon F. Schmidt, P.E ETC Laboratories Joseph L. Dolden, P.E. Slanod & Seated k Lyndon F. Schmidt. P.E. Sinned S Sealed by Lyndon F. Schmidt, P.E. i 1 STAn: OF a r rrrlcLf 99\\ Lyndon F. Schmidt. P.E. FL PE No. 43409 2/62015 Florida Building Code Online H'")age 1 of 4 Business . Professional Regulation rA= r fW4 DepW Wtd SOS Horne I wo to I user aeglstrauan I Mot TOPICS I subnut Surcharpa I Stats ll Facts ; Pubikatiom I FeC Store I aces site Map I Urds I search I buseePl kUrossPw Regulation FiiductLNM > jearch a AaotkfUai list > Appnaauon oaten FL 8 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL5302-R6 Affirmation 2014 Approved Amarr Garage Doors/ Entrematic 165 Carriage Court Winston-Salem, NC 27105 336)251-1309 danny. joyner0amarr.com Brandon Gentle brandon. gentle@amarr.com Brandon Gentle 16S Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gende@amarr.com Danny Joyner Amarr Garage Doors 16S Carriage Court Winston-Salem, NC 27105 djoyner®amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i:: Evaluation Report - Hardcepy Received Thomas L Shelmerdlne PE-0048579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urich, PE 17 Validation Checklist - Hardcopy Received a r •) WIT- TCM 77j'RnillIM 9--75T,r Referenced Standard and Year (of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding. org/pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity , Yes • No ; N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 03/30/2015 03/30/2015 03/31/2015 FL !f Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9' wlde. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes E Qim R6 If IRC-600-110-ti Drawlno 7-10 FL.odf Verified By: TOM SHELMERDINE 004SS79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. F: 5302 R6 AE ARC-6009-110-11 Report 7-10 FL.ridf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.2 Stratford (M600); Heritage (M950); I Dwg. IRC-6009-100-11, Thru 9' wide. IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +1S.8/-18.7 Other: Design Pressure +15.8/-18.7,Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions F: SZm R6 11 IRC-6009-100.11 drawing 7-10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage (M950); I Owg::IRC-6009-120-4S,Thru 9, wide. IOakSummit (M650) '. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.8/-26.9 Other: Design Pressure +22.8/-26.9, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL S30 86 It IRC-6009-120-15 Orawlna 7-10 FL•.odf Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.4 I Stratford (M600); Heritage (M950); I Dwg. IRC-6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure., +26.7/-31.6 Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions fl 5302 R6 11 IRC-6009-130-IS Drawlna 7-16 FL,VW Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No Fr Sam R6 11 IRC-6009.140-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 3 of 4 Other: Design Pressure +31.0/-35.1, Not for use In HVHZ. FL5302• R6 AE I110:6009-140=15 Report 7-10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.E Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-150-15,Thru 9' wide. Limits of Use Installation Instructions Approved for use In HVHZ: No FLS302' R6 11 IRC-6009-150-i5 Drawing 7.10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +3S.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use In HVHZ. FL5302' R6 AE IRC-6009-ISO-15 Reoort 7-10 FL.gdj Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FLS302 R6 11 IRC-6009-169.15 Orawina 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0040S79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use In HVHZ. FL5302 R6 AE IRC-600-169-IS Report 7-IO FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R6 If IRC-6016-100-15 Orawlno 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluation Reports Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. FL5302 R6 AE IRC-6016-100-15 Report 7-10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FLS302 R6 11 IRC-6016-110-iS Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 004SS79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other: Design Pressure +18.3/-20.8, Not for use In HVHZ. FLS302 R6 AE IRC-6016-116-15 Report 7-10 FL.adf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-IS, 10' Thru 16' wide. Oak Summit (M6SO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 II IRC-6016-120-15 Drawino 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Other: Design Pressure +21.8/-24.8, Not for use In HVHZ. Evaluation Reports FL5302 R6 AE IRC-6016-120-IS Report 7-10 FLodf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6016-130-15, 10' Thru 16' wide. Oak Summit (M6S0) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FLS302 R6 It IRC-6016-130-t5 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M650) https://www. floridabui lding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 4 of 4 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FLS102 R6 It IR 6p16-140-17.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL530 R6 AE IR-6016-140-17 report 7.10 sealed:Ddf Created by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-24, 10' Thru 16' wide Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ- Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door Is a reolacement door. Installation Instructions FL5302 R6 11 IRC-6016-14044 drawing 7.10 sealed.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports F S302 R6 AE IRC-6016-140-24 report 7-10 sealed. _d Created by independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL5302 R6 It IRC-6016-145-24 drawino'7.10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region FL5302 R6 AE IRC-6016-145-24 reoort 7-10 sealed.odf Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC-6018-110-15, 16'2 thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL5302 R6 II IR-6018-110-15 Drawino 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Design Pressure., +18.2/-20.6 Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region FLS302 116 AE IRC-6018-110.IS Report 7.10 FL.odf Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.16 Stratford (M600); Heritage (M950); Owg. IRC-6018-120-15, 16'2 thru 18' wide Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R6 11 IRC-6018-120-15 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use In HVHZ. FL5302 R6 AE IRC-6018-120-IS Report 7-10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. aadt Meat Contact Us . • l"11 North Monroe Stmet TaOihassA FL 322%Mana-, JIS0,487,1824 The State of Florida Is an AA/EEO employer. r'aohrd 200)-20t3 State of Florida.:: Privacy Statement :: Accessfbibly Statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tradrtlonal mall. If you have any questions, pease contact SS0.487.1395. *Pursuant to Section 4S5.27stl), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an entail address If they have one. The entails provided may be used for officlal eommunkallon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick b=, Product Approval Accepts: ssccuritvM n ha•i' 17:1A https://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 r arA stop ATTA HM to M KK• W W Vr . V.- IICI( RT> i4CC1pR ATVrIamEACH 3141 14 1 .0LVp1d SCIIEWmbwwr ALL RLALR CARRIER 1 l to Vr . Vr my .• PR•OfACRLT 1' cuIT, W1 D ANtAmrutCWILARIR SS TALL . ON PAQ S faf tV STLLS t{II[(TmRT tus INSIDE ELEVATION KLs. 14LA. DAWASATC voma vmm rF noPCXWADSCISM r RROA ti (V 1 4' . 3W • vimVr.SAT10ILAO (FCV S Ai a •• fO1TQ STD[ TI WIIaAL • STME LArM olm:s:Fi cnam_NnR c .2IL sini i+v.dc r tsrA sTRur ATTAoao J arm u BALL o.p A¢ S r6t S'TWT vACM O u 5 fk-cm, Ala ita7mla b CA STRIRS O TOP mcrmn ru OA OtnoaliiaL ATT.asO vi 13T Vv . tOt If+A7 fqM VIM V L a1O[ KLT 0 ATTACKOV V.• . 1/R• L1T .Im 141M T-13 S P/IQ(I n/A00 Ar iM5 ILfJT1.1it.LOWiQITL b`AIO tTN (ELT tTYI -S•Ir S . tl tn: ou 0M 10AT016AAA L It GA P1CV. mmR1OP JAMS W.CKCM IAQomm ATTAOOD •/ (Q 11r-20 TRACK 9VR @MT At ACR a W WWCM R A w vA:nnp RATCL St W PATt A•o wear tP.caa TRACK CON1mtAtAO011 FOR GY IM TO 14' TALL COORS r enc: s+LiT iTAcm •lari ... R s"'Sk"f: ITTAmQO a SOTTOII.TT ,r1 c 1..• PQOIVCAIR• vi 1b Vr W.• • YAx y e i.?'+'C•hs'•• Id CAOI mom lKTlT 0' a II )C \Q • ` mY O.A"" tEE PSF < S fi: d DEWI LOAM p 06 THICK ATTAOCD Y.A. Aql. Pr - Z" PSFVAP ^ `. apAswe-am .3 «• OCVAIM to" N.SCUW , EST IUAos 1_ '•: •s c K F ut r nPt +•aA.z PSF 3 ' .,.a .. p1 IRA . SSA' : a . RTP a w r 7 hTLL TFa Atenr . va I -AO,A P5F rirt ss^• ,••Z u(A Ln0 w ilO![IW JAIL Om.: OR RCTI00 mail Wr Sm FL ...... '''7i iiiiw a rr cartR4 ygDava+ Iee. b.eT Q. YOt:q 1 1 a "R,Y•r9C. A •.p.G,'A JY.""'T; L1RTI®i6 •0.31"m OT 11• IOAo ttl O CIS (p!T VYCTOA4AlDL YG PR7 m- t PImman cacao a AS711 mi Ie TItl.At 1 TxI. T + Ir>.. n ema wos e: MODEL ON OAL SU*W ./ftr*W j, 1TKA mm X. AND AtT9/O p1A t- Tlt N1EUM 91 W aA OE s oaae iuo P.mIPw WC CC doom wPANO mom Qp b`j e, iOL J III= 2 CJLLUE. t1SOW A= 7-to !flT TIQ .O .00WID tIR 1TnOMF Al !T /coa a =W 7/TtPOw RAT IiRuit01 , a tm tmss w t[ n e. r W') Awm .auo L. IEOD.. / WO m:TAG6. v PARAIIETOtf (! / ELT d DOOR pTM M NE 0. 1) PO RACa ow AT ART 0• AMY ol.11n SADt':. •L i• PITAte 0 S®1,9IL P•D!L•. itlT tr K T40t ow W® rlu t Nt Us Ito t w .. ®1r to, wpm $ OfW IT 0/ DI[ OjMW OIOiNIA almsTWA o AST'.. cram 0 C .0 0 0 MCA=a an opus P AmIYI to== TRAP( MOUNTING DETAIL 1TOOI11I7pTT tI zF 1 17 1 MIF 8 DEO®Q 4[ DIF 01M/m VC-6009-120-15 KIM 9@11QS OJ G AZING OPTION CT 0 Tim" ovarwn¢qua tut TANOOW MAW OPTIONAL Owe aSWiSTNUVPROTECTIONaTnNuVNtOTECTION L iAr.• TmKu SSO CLASS it e•.7i' i'°adN" ..a . rattD INSIDE SECTION 9-8 B=I/6• i"o=s/B• SHORT PANEL G AzDG rASTENER DETAIL LONG PANEL GLAZDG FASTENER DETAIL OLTZ T S. t• "snart•Latim AT THE Tv ATTACHED V/w Om am COMER STILE OPTIONAL SNORT PANEL GLAZED SECTION STRUT AND STILE LAYW r EWA S1RIR LWATO AT THE TOP O QA3D SECTUIN ATTACHED WAD T/A• I S/A• HEN WAD SCREWS AT In Alm COII[R STILE WTIONAL LOG PANE. GLAZED SECTION STRVS AND STILE LATQIT W000 JAMB ATTACHMENT TO STRUCTURE t I/r oocnExT) ac ¢ T/2. OOEnNENT) THEN z.• oc a yr ENOEPEM) ELANDS 11NEN 2.• OE. <2 VY Ck1EDIQIT) iQS, USE PAM$ Ol FASTENERS 6• rROI ENDS, USE PAIRS O rASTENERS 47 APART) AT 2r 6C. O T/A' OOCYIRNn NLLTt. vC B•.1I =• . STARIOG.6 FRON 00 THEN sr W. 0 V4• CII>ENr/ (OIL USE FASTENERS TOt NO.LOV C-" RAM LAGS AND SILTS CAN RE WIR(TERS09 TO PIOVIX A rLUSH N UITOG ST/6AM PREPARATION K VD/m .JAM V OTTERS CONCRETE STROCTM St11a1CmK 3 ' v r Him z DN6 JANO TYP. AVAILABLE TRAO( C016NWRATIONS N .S. ORROVTEDSTRWTUK A• A w r TUY w•wv v W SommmRmi006 1 HIG1 t lm IDE PA¢I A 019E It XD lumul 1 Ilfm rStOOCIO um U 1t11p11fi1tr(s L, SHEA 0AN. MAX SIZj •` i( i€ tr . to p DESIGN Lom 2y PSIF za 9' C Q J (r• • i NEST LOADS FL us uuNArc NaRT vtTNITtS1•dLOI Rt tN1O MODEL 0650 OAK, SUM39T w/DuraBate boom 0600 'smTPOBD w/Durasafa YOMIL /D30 mmruCs n/vIussafa stiart. STmlmit Pamrs SKI aW1 n wy all OMAO I Sue a m TABLE 1 TABLE 2 TABLE 3 TABLE 4 t ,mmo.s m Fw a, sa[t e umemNa: s rim, ar DOH rtr Oq r smarswocrtassm u tgttntrtq S L SHii14 613014t EO v5s ±' zAto; 9= S 4a4 Psr .3, s..t;jiii?,3•• L_ FLU"'C"u si n w aer_a mo wa 0yeaq ec tTa troorfl /aso oa suioar ./p,,..sere NOEL /6m gm??= i;Ahws fe YO09 /DSO IIfTAGi ./.p• iaeet.'Lamt. Pla•D t 0 6ummft P•nel'eML7R.OI ATTbYp1f tF40W ./-Y 4ua .ix sn a 97 w 7 a tt7t0 Ply' n W tA[ 6yA1 61 OWia@ 8 atn®d tt a[ mM/a IRC-6009-120-15 9m3rr3 STRUT SPACING 11 MAX v 34- 9 DOOR BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A B C D E F G H T• 6' 6' 41l2' 181/4' 361/4' S41/4• 761/Y T 412• 181/4' 391/4' 801/4' 821/2' T 8' 4 1/2• 15 1/4' 33 1 4' S1 1/4• DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C O E F G S 6'6' 10' 38' 58' 70' T 10' 38' S8' 76' T 6' 4' 28' SY 76' 8Y 8' 10' 34• 58' 82' 88• 8' 6' 4• 28' SY 76' 94• 9' 10. 34- 58' 8Y 100- 9' 6' 4' 28' SY 76' 10IT 106' to 10' 34• 58' 8Y 106• 11Y 1a 6• 4• 28' SY 76' 100' 118' 11' 10' 34• Sr 82' 106' 124' 11'6' 4• 28' 62' 76. 100' 124' 130' 12' 10' 34' S8' 8Y 106' 130' 136' 125' 4• 28' SY 76. 100' 124• 13' lT 58• 82' 106' 130' 1316' 4• 28' S2' 76' 100' 124. 415w4l14' 10" 34• 58' 82' 106' 130' ODOR HEIGHT SECTION HEIGHTS l3im it2 i/3 It4 ti5 t!6 7 7J8. 14'0' 21• 21• 21' 21" 21'• 21' 21' 21' 13'6' 21- 21` 21' 21' 21' 18' 18' 21• 13' 0' 21' 21' 21 • 18' 18" 18' 18' 21' 12'6' 21' 18' 8' 78' 18• 18' 18' 21• ro• 21' 21' 21• 21' 21• 18' 21 11.8' 21' 21• 21• 18• 18' 18' 2t' i 11' 0• 21" 8' 18' 18• 18' 18', 21' a s' 2r 2r 21• 21• 2r 21• 1ao' 21• 21• 21• 18' 18' 21• r 9's• 2r 16• 8• 18' 16• 2r 9' 0' 18' 18' 18' 18• 18' 18' `• _ _ .. 21• _. •1 21' 18' e i 8'6' 21• 21• 21' 18• 8'0• 21• 18• 18' 18' T 6' 18' 18' 18: TO' t2l 21"21' 21• 8'8' 18' 18• 21' Section Width" R) Panel Type Gbrrter Stile Location Meassned from Lett Ems) Max Low AlloNed Positive Negitise PSF) (PSF) . 8;0 Shat, Oak Strr[rrit 4&000 25.5 30.1 8.0 Lorg 4&000 25.5 30.1 , 8;2 Short. Oak Stnmrit 49.000 25.0 29.5 8' 2 49.000 25.0 29.5 8;4 Short, Oak Srarrnit SA000 24.5 28.9 4 long 50.000 2a.s gas 6 , Short Oak Sttmrrdl 51.000 24.0 28.3 8'8 Lorg 51.000 24.0 28.3 8' 8 Short. Oak Stanmit 52.000 23.6 27.8 8' 8 Lang 52000 23.6' 27.8 8':10 Short. Oak Sssmrrtil 53.000 23.1 27.3 li 10 Long 53.000 23.1 27.3 9'0 Short, Qalc Ssatmit 54.000 228 26.9 9':0 Long 54.000 228 28.9 STRUCTURAL SOL P.A. tructural Engineering a Investlgatlons a Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: 1RC-6009-120-15 Test Date: 2/8/2013 I Project No.: 13-019 Design Pressures: 22.8 psf, -26.9 psf Report Date: 2/22/2013 1 Model # 600 Test Pressures: 34.2 psf, 40.4 psf Test Location: JAmarr Garage Doors, Winston-Salem, NC ASCE 7-10 Criteria: Up to 5 Feet of Door Width in Zone 5• Any Roof Slope; Enclosed Building Exp. B 30' MRH Exp. C,15' MRH Exp. C 25' MRH E:. D 15' MRH Exp. D 25' MRH 155 mph 141 mph 134 mph 128 mph 122 mph Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Description of Test Sfiecimen: A 9'-0" wide x T-O" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 21" high 25 gauge galvanized steel sheet. Each section was reinforced with 20 gauge galvanized steel struts: the top section had one 2"strut; the intermediate sections each had one 3" strut; the bottom section had one 2" and one 3"strut. The door sections were connected together with one 14 gauge galvanized steel end hinge at each end stile and one 14 gauge galvanized steel center hinge at one interior stile as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used in the test. The test unit is further described on Drawing IRC-6009-120-15. Manner of Testing: This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long. The enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and record the pressures in the enclosure. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door first, and then negative pressure was applied. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for 1 to 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat 1 through 5 above for negative pressure. Observations-, No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Summary-, A 9'-0"x7'-0" Model 600 as described on drawing 1RC-6009-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 9'-0"x7'-0" Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with drawing IRC-6009-120-15: 9' x T Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) ,v t4eeeooeorej 9' x 7' Model 650 doors (which have the "Oak Summit" embossment pattern) oev5 l SHCjq s 8' to 9' wide Model 600, 650 and 950 doors with heights of 6'-6" through 14'-0" ``O P G E N SF'! Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin No 004857 • :` 4 short panel or 2 long panel windows may be installed in 1 section 3/32" annealed glass -meets ASTM E1300-04) ` p ; : Q Submitted By: OF : VJ STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, Inc., Finn #29412) Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579) 5921-G West Friendly Avenue ! Greensboro, North Carolina 27410 a (336) 856-2686 a Fax (336) 856-2687 a NC Firm #C-1096 NOTES• 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3. 1X RACK OVER MASONRY/CONCRE7E IS OPTIONAL. 4. WHERE SHIM OR RUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THF. FRAME IN ACCORDANCE W17H MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD SUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INS7AL.LA710N SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM S1ACK TO UE 1/4-. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11 FRAME. MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14 FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X DUCK USE J6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I RI.V I DESCRIPINA I DATE I APPR04D 1 15. ALL FASTENERS 70 BE CORROSION RESISTANT. 16. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WRH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 17. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED 70 SHAPES SHOWN HEREIN. 18 THIS PRODUCT ALSO LABFI.ED UNDER THE FOLLOWING NAMES: 350OPW, 3500T, 350OSDUTES, 3500SP, 3540PX, 35407, 3540SDLITES, 3540SP, 3250PZ, 32507, 325OSDUTES, 3250SP. 3240PW. 3240T, 3240SDILITES. 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES, 3500HPSP, 358OWP, 35807, 358OSDLITES. 3580SP. S-350OPW, S-3500T, S-350OSDILITES. S-3500SP, S-354OPW. S-3540T, S-354OSDLITES. S-3540SP, M-350OPW, W-350OPW, W-3500T, W-3540PW. W-3540T, W-3540SDILITES. W-3540SP, 1255PW, 1255SP, 128OPW, 910SP, 1255HPPW, 1255HPT, 1255HPSDLITES AND 1255HPSP. TABLE OF CONTENTS ISHEETNO.1 DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS Tj) M Ttxt,A Qv ssS r L_.. I VI SIGNED: 0211712016 MI DOORS650RI1` o /. ARINDOWSA EDWESTT STREET GRATZ, PA 17030-0370 5 ENS 9,P 0y SERIES 3500 FIXED WINDOW*•,J 96" X 60" NON -IMPACT NOTES p , TAT OF DRAWN: odG rq. REV o8-p0 2T859 i s ONA11 11111uxEG. aiENTS 02/04/16 1 OF 3 2 I FI HI 96" MAX. FRAME WIDTH MAX 10 . MAX OC. 2" MAX I 2- MAX 10" MAX O. C. AX. AMC If, HT SEI FOI OF Of SERIES 3500 FIXED WINDOW 2 MAX J EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50. 01-60.OPSF NONE NOTES: 1. MAXIMUM D.L.O.: 92" X 56" 2. ( 2) 1- X 1/8" WEEPSLOT AT 2' FROM EDGE Of SILL FACE CHART # 1 Hslght CHART I t NUMBER ANCHORS NEM51oN5 I m I wscrotmtw I (Mtt I nt p~f) Sr T L-DC,iib MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT ELEVATION DPANN: I orc NO. N. G. v1. NTS "rz 08- 02859 6 - rl2 OF 3 SIGNED: 0211712016 It AFPRUVLV SFAI ANY BEHIND FIN 6 WOOD SCREW 3/8 MIN EDGE DISIANCE EXTERIOR 3/8' MIN EDGE DISTANCE 16 WOOD SCREW APPROVED SEALANT 8CHINU FIN INTERIOR VERTICAL CROSS SECTION W000 FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY 07HERS 1/4" MAX SHIM SPACE. 1/4- MAX SHIM SPACE WOOD FRAMING BY 07HERS 86 WOOD SCREW 1 1/4' MIN. EMBEDMENT 1- APPROVED SEALANT BEHIND FIN 3/8- MIN EDGE DISTANCE 1/4- MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION II¢v l DEW"WN I att I N'PN04D 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. WOOD 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE FRAMING DESKiNfDINACCORDANCEWIYHASTME2112n t r 4513YOTHERSh.. V' pLfy I O y SIGNED: 02/17&016 M650WINDOWAND DOORS C, lR II 0 /z i/iESTMARKETSSTREETGRATZ, PA 17030-0370 J SERIES 3500 FIXED WINDOW OTAX 6INX60" NON-IMPACT.FIN INSTALLATION DETAILS Of i FSS N.G.: LM6 N0. 08- 02859 RrW NONA srxcatt Ln NTS02/04/16 3 OF 3 j1 h Florida Building Code Online Page 1 of 3 RegulationBusiness & Professional r ROfIda Depart fltd SOS Home I log In I user Registration I Mot TOPICS I Submit surcharge I scats a Facts I Publlcatlons I F8C start I Gas Site Map I Links I Search I Busine°s kh Professi nal r _®_ PWuSER Public User ' pproval Regulation Ptoduet Aooreval Menu > Produn er Aoollretlon searM > Amlication List > Application Oetall FL p FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL18SO4 RO COI FL COI.odf 1710.5.3 Method 2 Option B https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 5/ 10/2016 Florida Building Code Online Page 2 of 3 1, Date Submitted 09/01/2015 Date Validated 09/01/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use In HVHZ: No FL18504 RO II M-1926 Horizontal 08-014SSA.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8% impact Resistant up to FL18SO4 RO AE S12079A.odf Wind Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18SO4 RO 11 M-1926 Vertical 08-0144SA.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18SO4 RO AE 512069A.odf Zone 3. Created by Independent Third Party: Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of use Installation Instructions Approved for use In HVHZ: No FL18SO4 RO It M-2285 Horizontal 08-01834A.odf Approved for use outside HVHZ, Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120% Impact resistant up to Wind FL18SO4 RO AE S12S21A.odf Zone 3. Created by Independent Third Party: Yes 1850444 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO 11 M-2285 Vertical 08-01833A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FLi8SO4 RO AE S12S20A.odf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2302 Horizontal Mullion M-2302 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18SO4 RO It M-2302 Horizontal 08-014S6A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62S14 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to FL18SO4 RO AE S12080A.odf Wind Zone 3. Created by Independent Third Party: Yes 18504.6 M-2302 Vertical Mullion M-2302 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO If M-2302 Vertical 08-01447A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84% Impact resistant up to Wind FL18SO4 RO AE S12071A.odf Zone 3. 1 Created by Independent Third Party: Yes Bock Next Contact Us :: 1910 North Monroe Sweet. Tallehessee fl ----- Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Comright 2007.2013 State of Florida.:: PrlvaN Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you d0 not want your a -mall address released In response to a pudic -records request, do not send electronic meal to this entity. Instead, contact the dike by phone or by traditional mall. If you have any questions, please contact 8S0 487 139S. -pursuant to Section 15S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter ISS, F.S. must provide the Oepanment with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 5/ 10/2016 Florida Building Code Online Page 3 of 3 supply a personal address, please proWde the Department with an emall address which can be made avallable to the public. To determine If you are a licensee under Chapter 455, f.5., please click ftEL, Product Approval Accepts: MO iCredit!WFrE https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9D/o2f%2ftCOhpJQ... 5/ 10/2016 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W1 + W2 2 REV OmRonom I DATE I APPRMD IAREVISEDINSTALLATIONDETAILS08/07/15 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE # 10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS TO BE CORROSION RESISTANT. e) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0 42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) 110 x 1 1/4' SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE —DRILLED BY MANUFACTURER. TABLE OF CONTENTS ISHEETNO.1 DESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAWN: DWC NO. V.L. 08-01447 w`LE NTS IDAt 01/11/12 1 SHM1 OF SIGNED: 0&07/2015 E S*_ •J' i VATOF507M, COMBINED WIDTH W1 --{ W2 83"1 J FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J FR HE MU SF 107 3/8" COMBINED WIDTH W1 -II W2 83* LINFRAME HEIGHT WINDOW MULLION SPAN)JLl WIDTHFCOMBINEDrW2 IG E LLIO'N ' L W, J J WINDOW WINDON J 1 J J WINDO J I I WI --I F-- W2 107 3/8' I.UMtlNVLU W01" Design P-- -Ong (091 Units anchored Into wood ftming Mullion span (In) T1lbutory 1&13 2s50 width (In) 3t100 0200 4AW $213 2100 130.0 130.0 130, 0 130.0 130.0 130.0 37.38 130.0 130.0 127.2 127.0 127.0 127.0 49.63 120.7 94.3 77.9 73.8 72.1 72.0 6200 9Z4 70.8 56.0 51.5 40.6 47.4 65.63 88.5 65.8 51.7 47.3 4 43.0 7200 77.8 58.7 45.8 41.4 38,5 37.0 64.00 621 45.0 33.1 29.1 26.3 24.9 107 3/3' COMBINED WIDTH w, -ir- W2 - e / 1 Lo, FRAME 'WINDOW HEIGHT MULLION SPAN) F_ 107 3/8' COMBINED WIDTH W, r W2 F 3" J J WINDOW J HEIGHT W JMULLION SPAN) J J J W 1 --{ F-- W2 107 3/8" COMBINED WIDTH REV I DLSDRpm DATE I APPRMW A I REVISED INSTALLATION DETAILS 08/07/15 1 R.L. F_ 107 3/B' COMBINED WIDTH W1 Ir- wz FRAME Y J 1 WINDOW I HEIGHT WINDO J WINDOW MULLION SPAN) J J JI APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107"*AS SHOWN HEREIN. Design pom/n rating &4 Units 4ndwmd into mas o eoners[a Mulllon span on) TAbutary 1113 23.50 width (In) 3&00 I 4200 4&00 5213 2&00 130.0 130.0 130.0 130.0 130.0 130.0 27.38 130.0 130.0 130.0 130.0 130.0 130.0 49.63 130.0 13D.0 130.0 130.0 130.0 130.0 6200 130.0 15.4 67.8 79.3 73.9 71.5 65.63 130.0 96.8 7Z9 65.5 60.5 58.2 7200 99.3 72.4 54.0 4&1 44.0 4ZO 00 1 62.1 45.0 311 29.1 1 2&3 24.9 LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE Wt --II- W2 107 3/8- COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS DRAWN: DWD NO V.L. 08-01447 WAL NTS sA'E 01/11/12 1 S"EL'2 OF 3 SIGNED. 06V07/2015 I" MIN SEPARATION 2 1/2" MIN EDGE DISTANCE 1 1/4' d MIN. EMBEDMENT T'14" IMASONRY/CONCRETE BY OTHERS TAPCON SECT5796 CLIP SECT M-2302 MULLION SECT5796 CLIP Bt0 WOOD SCREW WOOD FRAMING/ 2X BUCK BY OT1jER5 1 3/8' MIN EMBEDMENT 1/2' MIN EDGE DISTANCE 3.750" --{ t .000" II` 0.375" 0.422: 2.032 o.s4, 3' i 2 875" 2x 00.210" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK J- I 0.843" T 1.562" I t.5I62" aJ SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5. I25" THICK F3. 261- II.375" I VERTICAL CROSS SECTION 0 843' MASONRWCONCRETE AND WOOD FRAMING INSTALLATION I MT000022 CLIP 16GA (.063') GALVANIZED STEEL 0 375' 2x 00.210' F 0" 4.000" RLv,sgr s IR[v DLSI:RIPIIOR DATE APPR04D A REVISED INSTAWTIDN DETAILS 08/07/15 R.L. r2. 920' 1.510" 1.125" I -L SECT M•2302 MULLION ALUMINUM 6005-75.125' THICK m 2> CLIP INSTALLATION SIGNED: 0810712015 WINDOWSWESTARKED DOORSM650 R L0,,' TI GRATZ, PA 17030-0370 STREET`\\J\5 . f v\ GENV* M-2302 - VERTICAL MULLION 6 +' O-TeATi 83" MULLION SPAN DETAILSINSTALLATION DOF REV 0S;IORIO' DRAWN. DWG No. 08-SoLlnaa7 A S ONA110` SCALE o+t[ NTS 01/11/12 3 OF 3 L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line: M-2302 - Vertical Mullion Engineering Evaluation Report Report No.: 512071A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01447 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512071-1 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 1/8" x 84' Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -Rome Debris Regions, up to Wind Zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; mullion or individual units. All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with installation instructions document 08-01447 revision A. Certlflcadon of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). loft 0, v .\G E N SF•9d' 5TATE OF F•; c*OR1OP• ss/4NALIE G\ Luis R. Lomas, P.E. FL No.: 62514 08/07/2015 A Florida Building Code Online '] cc7 le - Page I of 5 l I Business & Professional Regulation f101lda IfB0s Home I Lop In I user ReptsUatbn ! trot Topks I Subrtdt surcharge I Stats ! Facts I Publications I Fec stall I 805 site Map I Links ! search I Busines Professi I Product Approval USER: Pu01k User Regulation PeoAutt Aoeroval Menu > Proouct or Aoolkatlon Search > Aoolkatlon List > Application Dotoil FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DSPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature t. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 91 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 r Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/2015 Year 2008 hops://(loridabuilding.org/pr/pr_app_dtl.aspx?param=wGCVXQw(DgvFGYZsjrZF'R6fG I o... 7/5/2016 Florida Building Code Online Page 2of5 FL Jt I Model, Number or Name 17676.1 3540 SH Limits of Use Approved for use In HVHI: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +3S/-50 Other: LC-PG3S. Units must be glazed in accordance with ASTM E1300-04. Description 36x74 Fin Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 36x74.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 11 Install - 3S40 SH 36 x74 Fin.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVH2:: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 11 Install - 3S40 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limps of Use Certification Agency Certificate Approved for use In HVH2: No Approved for use outside HVH2: Yes FL17676 R2 C CAC APC 3540 Fin 40x66.ndf Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-4S Installation Instructions Other: R-PG3S. Units must be glazed in accordance with FL17676 R2 If Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 13540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVH2: No FL17676 R2 C CAC APC 3S40 Fin 44x63.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. FL17676 R2 11 Install - 3540 SH Fin 44x63.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 13540 SH 144x72 Fin Frame Limits of Use Approved for use in HVH2: No Approved for use outside HVH2:: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3S40 Fin 44x72.odf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions FL17676 R2 I1 Install - 3540 SH Fin 44x72.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent l hird Party: 117676.6 13S40 SH 144x84 Fin Frame I Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E 1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 If Install - 3S40 SH Fin 44x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: hops://(loridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgvFGY%sjrZFR6fG Io... 7/5/2016 Florida Building Code Online Page 3 of 5 IEvaluation Reports Created by Independent Third Party: 17676.7 3540 SH S2x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 Fin 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 II FL17676 Rl II Install - 3S40 SH Fin ASTM E1300-04. S2x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-SO Installation Instructions Other: LC-PG3S FL17676 R2 II 08-012S28 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S118S4B 12S2.odf Created by Independent Third Party: Yes 17676.9 13S40 SH 36x84 Finless Frame Limps of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R2 II 08-01372 S11989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S11989 3S40 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 13540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17676 R2 C CAC APC 3S40 FLS 44x72.odf Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 II 08-012478 10.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports R2 AE S11849B 1247.odfFL17676 Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL17676 R2 C CAC APC 3S40 FLS 48x96.odf Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Other: LC-PG30 Installation Instructions FL17676 R2 II 08-013718 11.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 5119888 1371.odf Created by Independent Third Party: Yes 17676.12 3540 SH 52x62 Finless Frame Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL17676 112 C CAC APC 3540 FLS 52x62 odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 08/27/2017 Design Pressure: +35/-35 Installation Instructions Other: R-PG3S FL17676 R2 II 08.02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports littps://floi-idabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgvFGYZsjrZFR6fG Io... 7/5/2016 Florida Building Code Online Page 4 of 5 FL17676 R2 AE S13015A 2269.odf Created by Independent Third Party: Yes 17676.13 3S40 SH 52x72 finless Frame Limits of Use Certification Agency Certificate Approved for use In HVH2: No FL17676 R2 C CAC APC 3S40 FLS S2x72.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017• Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 It 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.odf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVH2: No FL17676 R2 C CAC APC 3540 FLS 52x84.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Instaltation'Instiuctions Other: R-PG2_5_ R2 It 08-'01514 512141.odf' FL17676 _ Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S12141 3S40 FIs S2x84.odf Created by Independent Third Party: Yes 17676.15 13S40 SH 4802 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVH2:: No FL17676 R2'C CAC APC(1277SIA2726.01-109-47- Approved for use outside HVHZ:•Yes R2 C7326.01 3S40.AWS.IG.FIN.48x72.R35.(0720161 Impact Resistant: No Rey,pd[ ' ••''• . Design Pressure: +35/-35 Other: R-PG35. Units must be glazed in accordance with Quality Assurance Contract Expiration Date 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 11 Install Instructs - 3S40 SH FIN 48x72 (As Testedl.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3S40 Triple SH 10804 Fin Frame Triple CHS Limits of Use Certification:Agency Certificate Approved for use in HVH2: No FL17676 R2 C CAC APC 3S40 CHS Fin I08x74.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +3S/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3S40 SH CHS Fin 108x74.ndf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: sad Hexe Contact us :: 2a01 Blair Stone 0.oad_ Tallahassee FL 12199 phone: 850.487.1924 The State of Florida is an AA/EEO employer. Coovdoht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: gerund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publk•reCords request, do not send ele"ronic mail to the entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact OS0.407.119S. 'Pursuant to sectlon ASS.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The !malls Provided may be used for official Communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address. Pleats provide tha Dopartmont with an !mad addre.9 which can be mode available to the public. To determine if you are a licensee under Chapter 45S, F.S., please slid here . Product Approval Accepts: Credit Card Sale https:Hfloridabuildiiig.org/pr/pi- o... 7/5/2016 Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 170304370 Attu; Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests,. and the reporting to the Administrator of the results of tests, accompanied by related drawings, byah AAMA Accredited ,Laboratory: 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAIWDMA%CSA !6m.S.2/A440-qd LC-PG4V-914x2134 (36x84)-H Negative Design Pressure =--50 psf COMPANY AND CODE CPD NO, SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION 3540 SH (FINLESS) FRAME SASH MI Windows & Doors, LLC 7157 PVC)(O/X)(IG)(INS.GL) 914 mm x 2134.mm 867 rhm x 892 min Code: MTL REINF)(TILT)(ASTM) 3'0" x 7'0") 2110" x 2'11") 2. This Certification will expire July27, 2020 (extended from July 27, 2015 per AAMA 10344a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by. Architectural Testing, Inc. Report No.: B1910.01-109-47 Date of Report: August 15, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev. 1/11) Validated for Certification h. 4-4L Laboratories, Inc. Authorized for Certification f Amen Architectural Manufacturers Association 40 36' MAX. L r X FRAME WIDTH 4' TMAX. ANCHORS TO 3E I EQUALLY SPACED. rE ANCHOR CI T SHEET i FOR U IIT SIZE AND ANC R Dw.N TY O / 8 F MEFRAME HEIGHT X L 4' MAX. I EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING 40.01-50.OPSF I •NONE Number of anchors raquirod at each jamb Height In) Panel width (In) 24.0 30.0 36.0 240 2 1 2 1 2 J0.0 2 1 2 1 2 36.0 3 1 3 1 3 42.0 3 1 3 1 3 46.0 3 3 3 54.0 3 3 60.0 4 4 4 66.0 4 4 4 72.0 4 4 5 76.0 4 4 S 64.0 4 S 5 TABLE OF CONTENTS SHEET NO. DESCRIPTION ELEVATIONS, ANCHORING LAYOUTS AND NOTES 2 - 3 1 INSTALLATION DETAILS DOE APPROISD NOTES:_ - _ _- 1) 7ME PRODUCT SHOWN; HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS' OF' THE* FLORIDA BUILDING CODE. 2) ;NOOO FRAMING AND, MASONRY OPENING .TO BE DESIGNED•AND ANCHORED TO PROPERLY' TRANSFER ALL -LOADS •TO-S7RUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3). 1X BUCK OVER MASONRY/CONCRETEAS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST' BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY CF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR CO=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST .BE, REINFORCED..,WJTH, GVL-451-020 STEEL REINFORCEMENT. MEETING RAILS MUST BE REINFORCED .WITH RF- 104S-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED' PER AS7M•E1300-04. ' 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 9) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITII SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO WOOD FRAMING- OR 2X BUCK USE p6 WOOD SCRCN WITH SUFFICIENT LENGTH TO ACHIEVE A 1 .3/16- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ; 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS' THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE i (OR GREATER). SIGNED: 1012112011 M6WINDOWS D DOORS 5EST MARKET GRANTZ. PA 17030-0370 v GEHS•9iP 0 * SERIES 3540FINLESSPVCSINGLEHUNGWINDOWSTEELREINFORCED - NON -IMPACT 36X 84 ELEVATION, ANCHORING LAYOUT AND NOTES p ATE OF tv S 'c OR1CT; OR"N. o.c a0. 08-011 Inv T372 Sc" art NTS _ 10/17/11 1 OF 3 2X BUCK/WOOD FRAMING BY OTHERS, 2X SUCK TO - BE PROPERLY SECURED FLANGE TO B: SET Iv BED OF 1/4' MAX. APPROVED SEALANT SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SELANT EXTERIOR INTERIORIm 511 t0 BE SET IN p J BEO OF APPROVED D CCNSTRUCTION ADHESIVE FLANGE TO 8- 0 1/4- MAX. SEI IN BED 0' I-Dc -- J SHIM APPP.O cD SEALANT 7x BUCK; WOOD TOFRA61rTO J cY OTHERS.VERTICAL CROSS SECTION2ABUCK HE PROPL'PLY SECCURED 2XBUCK4V0ODFRAMWGINSTALLATION r _ ... OrMOwS Kv mn aanaoeto 1 3/_tV M•Ip. 1/4- MAX. EA SEDMEN' SHIM 8 WOOD SCREW s INTERIOR 2X 8U-CK/YIOOD"fJTAMjNG BY OTHERS, 2X,SUCK _TO BE PROPERLY SECURED EXTERIOR FLANGE. TO BE SET IN BED Of, APPROVED SEALANT HORIZONTALCROSS SECTION 2X BUCKANOOO FRAMING INSTALLATION I I NOTE: INTERICR ID EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. I DOORS MIWMIlLr o 650ESTRETDSTREETGRANTZ, PA 17030-0370 S+ Q s • GENSF 9s SERIES 3546 FINLESS PVC SINGLE HUNG WINDOW o *= STEEL REII - NON -IMPACT 36" X 84 E,o T l INSTALLATIONfINSTALLATIONDETAILSOOTATOFtyIan PF•'UOR101;• olww: SSIOII NTS- __-. 10/,1.7/11 08''!2?OF 3 III aG\`` BY OPTIONAL I XI BUCK Bl' T:IERS. IX B K TO BE PROPERLY SEC tRED. SEE NOTE S SHEET I FLANPE TO BE SCTI DED OF OVE SEALANT FLAN(# 10 BE SETINI BED OF APPROVED SEALANT OPTIONAL I 6UCK BY OTHERS. Ix CK TO BE PROPERLY SE URED. SEE NOi[ 3 SHEET I i 1/4• MAX. SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SEAIAN'T INTERIOR SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE I/4" MAX SHIM so.. ililyDESCRIPTIONIDAISIMVNO+L* 1 1/4- MIN. 1/4" MAX. EMBEDMENT SHIM 3/16- TAPCON MASONRY/CONCRETE BY OTHERS INTERIOR O 2 5/8+ MIN. EEDGEIDIST. J a OPTIONAL 1X BUCK BY EXTERIOR OTHERS. IX BUCK TO BE PROPERLY SECURED. SEE FLANGE TO BE NOTE 3 SHEET I SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION kP-WNRYA:ONCRETE INSTALLATION luSGNRYjCONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOl SHOWN FOR CLARIY. BY OTHERS MI WINDOWS AND DOORS 04l,Y i 650 WEST MARKET STREET GRANT2. PA 17030-0370 J\? a • OENSF VERTICAL CROSSSECTIONMASOAIRYXONCRETEINSTALLATION SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36" X 84 DETAILS 1: 04TAT? INSTALLATION R oa rcoKcwo08-01372 S;/ORIO aG C/111111sxrD.rc oan NTS 10/17/11 3 OF 3 N L: Roberto Lomas P.E.' 1432 Woodford.itd. Lewisville,,NC 27023 336-945-9695 rilomas®lrlomaspe.com Manufacturer: MI Windows and Doors 650 West Market Street Crantz, PA 17030-0370 Engineering Evaluation Report Product Line: Series 3540 Finless PVC Single Hung Window — Non -Impact Report No.: 5.11989 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation:. 1. Approval document: drawing number'08-01372,•titled Series•3540 Finless PVC Single Hung Window— Non - Impact, signed and sealed by Luis Roberto Lomas P.E. 2. Test report.No.: 1319%01-109-47, signed and sealed by Michael D. Stremmel, P.E. Architectural' Testing, Inc. York, PA AAMANVDMNCSA 101/I.S.2/A440-05 Design'pressure: +40.10/-50.13psf Water penetration reslstange 6.06psf' 3. Anchor cMculatlons, report number 511989-1. prepared, signed andsealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum ddsign pressure: +40.01-50.0 psf Maximum unit size: ;360'x 84• Units must be glazed per•ASTM E 1300-04. Frame and sash material*• Extruded Rigid PVC. Sash stile and rails and fixed meeting rail reinforcement: Roll formed steel. This product is ndt rated to be used in the HVHZ. This product is not impact resistant and requires impact protection.in wind bome debris regions. Installation: Units must be installed in accordance with approval document, 08-01372.. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or, distributing the product(s) for which this report is being issued. Also. I don't have nor will acquire a financial interest in any other entity involved -in the approval process of the listed product(s). 1of1 X11 I I I.1l/ j Q'll i i 151 10 TAT E O F• i0'n••'pR10P •• 0NAL1E Luis R. Lomas, P.E. FL No.: 62514 11 /07/2011 A If Florida Building Code Online Page 1 of 2 usiness : Professional Depifrimmtd aCIS Home I Loo In I user Reoistratlon i Hot Topics Submh Surcharge I Slats a Facts I Pubikations I FeC Staff I aCIS site Map I Links I search Busines // Professilial Product Approval usea: Piietk tier Regulation Pridatt at Analkation Seereh s AoOMIllon List > Appiltatloh DitaQ FL It FL12019-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W CUfton Street Tampa, FL 33634 813)884-0444 lyle.pestow@acm-metals.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V- Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan 1. King, P.E. 0- Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard Year ASTM E330 2002 Method 1 Option D https://www. floridabui lding.orglprlpr_app_dti.aspx?param=wGEVXQwtDquJEQfBP6a6FJ... 7/20/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/30/2015 Date Validated 04/30/201S Date Pending FBC Approval 05/10/201S Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 12019.1 Triple 4- and "Quad 4" 0.012' Thick Aluminum Soffit - Full Vent and Center Vent Limits of Use Installation Instructlons Approved for use In HVHZ: No FL12019 RS It Inst 12019.1.od/ Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12019.1 for Design Pressure Ratings by Flom RS AE Eva1 12019.1.odf- specifiic application and for any other additional use Created by Independent Third Party: Yes limitations and Installation instructions. cntae Us :: 2¢to Merin Memee Street- Tanatutsee Fl. 12M Phone: esf-487.1924 The State of Florida n an AA/EEO employer. CommIll 2007:2a1i State e/ Plerida.:: PMven Gatem nl :: :: Under Florida few, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronK maa to this entity. Instead, contact the office by phone or by traditional mall. If you have any Questions, please contact SS0.487.1395. -Pursuant to Section 45S.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S. F.S. must provide the Department with an email address If they have one. The email$ provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, pease provide the Department with an email address which can be made &vaMble to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dkk DU&. Product Approval Accepts: aINci® Crc tS.ar E https://www.floridabuilding.orglpr/pr app_dti.aspx?param=wGEVXQwtDquJEQf8P6a6FJ... 7/20/2015 o ACM AMERICAN CONSTRUCTION METALS S140 West Won Street Tampa, FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and is in compliance with the Sth Edition (2014) Florida Building Code excluding the Wgh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fated and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions not covered by this drawing are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive loods from the soffit and/or 7 x T batten strips. S. Aluminum soffits shoo conform to the requirements of FBC Section 1404.5.1 and labeled acing to FBC Section 1710.9. TANf OF COMIENIS SHQ7 d I DiSCRIPRON 1 Typtd dmfions 8 general notes 2 Ponel detoas 3 Soffit detoLs 3 design pressures 4 Soffit detofls & design pressures S Soffit detods, design pressures 6 N of mote ols TRIPLE 4 04 T•1012(A IS TNCQ Ti01/ =TNOQ QUAD 4 Q4 0121.01WINCK) 04014 taor-NC10 43 SAM N.T.S. o c. src: Jx rwc a - FL-12019.1 SOFFIT AIR FLOW TABLE SOFFIT TYPE AIR FLOW SOFFIT TYPE AIR FLOW Imp rtP Suit RrR• w-, r0iwri •4• Cato w— 3M 2.71% FPAOW 11.74 8.16% w 3.99 2.S6% I^ 'A 3.2.W% a 1.K 1.25' 1T OI I I A155' f F I. b'OR8 q F AOptinwn N I 2 r_"'_"NI, & MCHAMM AMninum COVBAGE 1S[q—...I n1sI.R. 1 N m11.R. .ITZter• .o lee AND BID DETAILS ITCOVERAGE 11/ 16' rPRCN r 25B'—' —n1AvuAoerotlana5 6 1BI IC COVERAM by 1R 1 4. ff PRCM P 26Y — eOm Avmmi Fmwwm 125' 000000 0 0 0 0 0---r i~ 000000' 1 0000Jn n n n n n IOUyEA PAi1RW IHRL SCALEI WWRM AS MS) NEW • A.e (I xSCAM S 6 FUUVEM- WIDE ATTERN lnu.en formed in Some reel' an m rrms) I2r o00000- j 0000000000= 00000000000 # 000000000 0 0000a- j LOUVER PATIEERN LOUVERS FORMED IN SAME DIRECnON AS roRu) y1EW WA7 (4 x SCALE) S 6 LULL NARROW VENT PATTERN Lawenfom+ed in Some dimct" m Q*) or ar. LFS JK ooc ;' FL- 12019.1 n 2 or 5 Ct6:r7J n .rjfl ALUMINUM II FASCIA f({ j{jCylj' SEEDETAIL' B' SIDE VIEW - SINGLE SPAN w/F-CHANNEL Sham W/ Uua/haftm tsnwem) SINGLE SPAN LENGTH A' DESIGN PRESSURE (PSO POSITIVE NEGAnVE r 70.0 141.0 lo• 60.0 60.0 Ir S0.0 50.0 14• 38.5 38.5 14V 30.0 30.0 WUlt: vruw rKAMnVIa AMJ UUNr+tU l9.)M woe DESIGNED BY THE ARCHRECT OR ENGINEER OF RECORD i II S 1/e'MAX--i I -- DETAIL " B " F- Channel ROOF OVERHANG ROOF FRAMING SOFFIT 7 CMU OR WOOD SEE DETAIL 'CFRAMED SEE DEIAX • D' SIDE VIEW - SINGLE SPAN w/3-CHANNELS TRIM NAIL ATTACK THROUGH FASCIA @ 1 C O.C. MAX. Shown w/ truallnnaq omilevm) STAPLES WALLED @ ENDOF PANEL AND @' MAX O.C. Sff DETAX' J'. SHEETS) W MAX DETAIL "A" Fascia STAPLES NSTAUifl @ 2,CO.C. (INTO WOOD) ON F{ HANNEL LEG OR T-NAIL @ IT O.C. ONTO WOOD OR MASONRY) STAPLES INSTALLED @ IT O.C. ONTO WOOD) IN F- CHANNEL SLOT OR T-NAIL @ 17 O.C. ONTO WOOD OR MASONRY) NOTE: FOR SQUARE CUT OVERHANG. TRIM BOnOM Of FASCIA FIAT AGAINST PANEL STARS LOCATED 24' O. C. MO FRAMING MAX I' MAX l :'' - •. 'J''. + fin SPAN - A ROOF OVERHANROOG n do F FRAMING !!!#•u fe i ALUMINUM l u of FASCIA j 2 2 TRIM ' ji c p 1 --- (NWOR V SOFFIT 4 rgo SEE DETAIL* A* / FRpp 13d SEE DETAIL' C - SIDE VIEW - SINGLE SPAN w/3-CHANNEL Shovm w/ tnu/ framinq onblever) STAPLES INSTALLED @ 17 O.0 (INTO WOOD) N !CHANNEL SLOT OR 1-NNL @ IT O.C. DETAIL " D " J{ hannel Fascia STAPLES INSTALLED @ 17 O.C. ONTO WOOD) IN JZHANNEL SLOT OR T-NAIL @ IT O.C. ONTO WOOD OR MASONRY) STAPLES LOCATED ( 2N O.C. INTO FRAMING —7 j 1QT MAIL 1' MAX - DETAIL" C" J- Chonnel SUBSTRATE NOTES: 1. WOOD SUBSTRATE: G = 0.42 OR BETTER 2. MASONRY SUBSTRATE 3AOD PSI CONCRETE (ACI 301) OR HOLLOW BLOCK ( ASTM C90). Ctw SPAN' A - ROOF OVERHANG SPAN ' A ' ROOF OVERHANG SEE NOTE 2 ROOF ROOF FRAMING FRAMING ALUMINUM ALUMINUM FASCIA FASCIA 9 TRIM TRR1 l_-_-----___ CMU OR ---- CHILI OR SOFFIT J WOOD SOFFIT WOOD FRAMED FRAMED SEE DETAILE' SEE DETAIL' F' SEE DETAIL ' G' STARES INSTALLED 0 END OF PANEL AND TP MAX. O.C. E DETAIL'!'. SKEET 5) 40 SEE DETAIL' E. SIDE VIEW -SINGLE SPAN w/F-CHANNEL SIDE VIEW -SINGLE SPAN w/]-CHANNEL Shown W/ ft Wtra,-V o+elt> ing) (ShO.M w/ maSRraron9 o+eftm) TRIM NAIL ATTACHED 1HROUGHfASC1A O 1 C O.C. MAX. DETAIL" E" Fcada NOTE: FOR SOUARE CUT OVERHANG. TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL S I 3F :I/If MAX. DETAIL " F " F- Chonnel STAPLES INSTALLED O 2,C O.C. (INTO WOOD) ON F-OMNEL LEG OR T-NQL O IT O.C. INTO WOOD OR MASONRY) CONNECTOR NOTES: 1. WOODFRAAINGMIDCOMIECnmTOBE=;NID ''41, BY THE ARCHITECT OR 84GNM OF RECORD 2. 120 COMMON MAIL OR 3nCOW TAPCOH CONCRETE SCREW MIN. 1.1/P EMBEOMOM O 2,rON CENTER SINGLE SPAN LOOM A DESIGN PRESSURE ( SO ovm NEGATIVE I- 70. 0 141.0 I? 60. 0 60.0 12' 50. 0 50.0 ta• 38. 5 38.S Is 30. 0 30.0 STAPLES LOCATED 2,CO. C. INTO FRAMING STAPLES INSTALLED O 1TO.C.(INTOWOOD) IN FCJIANNEL SLOT OR r T-4/IIOIT O.C. INTO WOOD OR MASONRY) 5 2 I/ B• MAX. 1' MAX. — SUBSTRATE NOTES: 1. WOOD SUBSTRATE G = 0.42OR BETTER DETAIL " G " 2. MASONRY SUBSTRATE 3400 PSI CONCRETE ACI3D1) OR HOLLOW BLOCK ( ASIM C901. J{honnel 11y T STAPLES INSTALLED @ I? O.C. ( INTO WOOD) IN J-CHAMNEL SLOT OR I -MAIL O 17 O.C. INTO WOOD OR MASONRY) slxl: N.T. S. DOC. m JK ac m LFS t4wwe w.: F!— 12019.1 14 nEM DESCR MON MATERIAL I FASCIA .02) S'THK. AL 310S - H 14 ALUMINUM 2 f CHANNEL .0I55'THK. AL 310S - H24 ALUMINUM 3 F CHANNEL .01 SS 1HC. Al. 3104 - H19 ALUMINUM 5 GUAD 4 PANEL .011S OR .013S' THICK) AL 3105 ALUMINUM 6 TRIPLE 4 PANEL (.0115 OR .013S IMCK) Al. 3105 ALUMINUM 7 ISxl.9/<'TRIMNAIL S.S. 8 IF GA. X 1 /4• SS STAPLE / 71W MIN. EMBEDMW Sm 9 7' X 7 BATTEN STRIP (G=.42 OR BETTER) WOOD 10 APA B•C• GROUP 1 EXT, 15137 PLYWOOD OR BETTER WOOD II 097' DNA. T- NAIL / Sff MIN. EMBEDMM STEEL 12d X 3.1/C HD. GALV. STEEL COMMON NAIL 0 24' O.C. w/ 1.1/4' MIN. EMS. S 6 DETAIL" H" DO VER1ICAL FRAMING (G>--a42) ATTACH w/ 2-0d COMMON NAILS 0 TOP TO ROOF FRAMING STAPLES INSTALLED 0 END OF PANEL AND 6' MAX O.C. SEE DETAIL'J I 31' 1, r O.C. MAX DETAIL"J" DETAIL "I" RIOz_pi Lt , on ROOFCYERWWG SPAN • A " i, ``••-. . $ j' o 8N•: ROOF I SEE DEFAIL' B' E g = m ° FRAMING (SHEET 3) 1 ( D` • mdo. 120 X 3-1/,C_--- MD. GALY.STEEL CMU DR COMMON NAIL O 24' O.C. SEE DETAIL' A - / WOOD w/ 11VIr GIN. EMB. SHE7 3) I FRAHM CONTINUOUSCON SEE WAR • H • BAT113N 9 CL SPAN SIDE VIEW - DOUBLE SPAN w/BATTENSTAPLauaTALUD@ END OF PANEL AND Shown w/ uuWftl dng —tft r) 8' MAX O.C. SEE DETAIL -J 9 TWIN SPAN LENGTH w/CONTINUOIIS BATTEN A' DESIGN PRESSURE (PSO POSITIVE NEGATIVE IV 70.0 70.0 1!' 66.5 66.S 2v 60.0 60.0 22 54.S 54.S 24" 50.0 50.0 SPAN " A " ROOF OVERHANG SEE DETAIL' G' SHEET 4) RODF FRAMING SEE NOTE 2 1 1 1 1 1 MU OR WOOD SEEDETLL•1- 8 11 FRAMED SEE DETAL' A SIFfl 3) SIDE VIEW - DOUBLE SPAN w/BATTEN CONNECTOR NOTES: w/ truiyim ng n9) 1. WOOD FRAMING AND CONNECTIONS 10 BE DESIGNED SUBSTRATE NOTES: BY THE AROGEO OR ENGINEER OF RECORD 2.12d COMMON NAR OR 3/16'IIW TAPCON CONCRETE SCREW 1. WOOD SUBSTRATE G = 0.42OR BITTER IMM.1.1/4• 6VIBEDNIDIT 0 2P ON CENTER 2 MASONRY SUBSTRATE 3000I S CONCRETE (AC1301) OR HOLLOW BLOCK (AMM C90). 9 09 o N.T.S. ' c or JK ° L m; LFS i NI° to- FL- 12019.1 0a a 5 a 5 p R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo. FL 33595 Phone 913.659.9197 Florida Board of Professional Engineers Cenifirnie of Awhorimtion No. 9913 Product Category Sub Category Manufacturer Product Name American Construction Metals Panel Walls Soffits 5140 West Clifton Street Triple 4" & "Quad 4" Aluminum soffit Tampa, FL 33634 Phone 813.880.4444 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for American Construction Metals based on Rule Chapter No. 61G20-3, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial Interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. L/m/tadons: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions not covered by drawing FL-12019.1 are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive loads from the soffit and/or 2• X 2• batten strips. 5. Aluminum soffits shall conform to the rewuirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. 6. See drawing FL-12019.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01190073 ASTM E330-02 2. Drawing No. Prepared by No. FL-12019.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by Keystone Certifications, Inc., certifying that American Construction Metals is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53 Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. SCHM/4 E iV No 43400 k; X y 9 ci A i F_ OF ' t/J y^don F. Schmidt, P.E. i O• Alt/`. FL PE No. 43409 i ^ f; • ( i , O 4/1/2015 savNHl..o JAIALIt. Florida Building Code Online Page I of 2 11 Business : Professional Regulation f' p (d aG5 Home I tag In I user ReglSteation i Hot Topics I submit Surcharge ( stars a FeaS I Publleations I FeC Start I eels Site Hap I Links I search I BusinesryVLC1/4f/1 Product ApprovalProfessiVII,a I ®USER: Public User Regulation ftduct Apaovat Menu >. Product at Adplkallprt search a Application Ust a Application Oeta11- Fl.# FL16305-R4 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RlverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollins@atlasroonng.com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden r- Validation Checklist - Hardcopy Received Certificate of Independence F11630S R4 COt ATI-0002.4 2014 FBC Product Evaluation Shlnales.odf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 71SS 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU 1 j3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option O Date Submitted 06/28/2015 Date Validated 06/29/201S Date Pending FBC Approval 07/05/2015 Summary of Products r I FL # i Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16305 R4 11 ATL13002.4 2014 FBC Product Evaluation - Shinales.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL16305 R4 AE ATL13002.4 2014 FBC Product Evaluation Shinales.odf Created by Independent Third Party: Yes eoch —R, Contact Us :: 14O North Momoe Street. Tellaliassee FL ]2399 pha. 11 The State of Florida Is an AA/EEO employer: Coovrilht 2007-201 t State of Fiarlda.:: Privaev Statement :: Aaisestbillty eieernent :: Refund Statement Under Flaift law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any queStbns, please contact 0S0.407.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455. F.S. must provide the Department with an email address If they have one. The emails provided may be used for officbl communication with the licensee. however emall addresses are public record. If you do not wish to supply a personal address, pease provide the Department with an email address which an be made available to the putdk To determine If you are a licenses under Chapter 4SS, F.S., please click =L. Product Approval Accepts: xcttrit '+trrwrtm https://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU I j3N... 7/20/2015 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 51" EDITION (2014) Manufacturer. ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770)612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerreld, TX Ardmore, OK Quality Assurance: UL LLC (OUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5. 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entdv PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (17ST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Report No. ATL-079-02-01 ATL-083-02-01 ATL-088-02-01 Rev 1 ATL-104-02-01 ATL-106-02-01 ATL-106-02-01 Rev 1 ATL-107-02-01 ATL-107-02-01.1 ATL-109-02-01 ATL-116-02-01 ATL-118-02-01 ATL-119-02-01 ATL-123-02-01 ATL-125.02-01 ATL-127-02-01 Rev 1 ATL-132-02-01 ATL-133-02-01 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-143-02-01 PRI Construction Materials Technologies (TST5878) ATL-144.02-01 PRI Constriction Materials Technologies (TST5878) ATL-151-02-01 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 Standard ASTM D 3161 TAS 107 TAS 100 ASTM D 3462 ASTM D 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 TAS 100 TAS 100 ASTM D 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 7158 TAS 100 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 Year 2009 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 2008d 2008d 2009 1995 2009 1995 2009 1995 2009 2009 1995 PRI Construction Materials Technologies (TST5878) ATL-169.02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-0i ASTM D 3462 2009 ATL13002.4 FL 16305-R4 Page 1 of 9 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM O 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM O 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM O 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster® 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cute Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAM'm Architectural ASTM D 3161, Class F & ASTM O 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMaster® Shake ASTM D 3161, Class F & ASTM D 7158. Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StormMaster® Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.4 FL 16305-R4 Page 2 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION GlassMasterO 30 & Basic Wind Speed (Vwt): Tough -Master® 20 Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements: Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern' detailed below. 36' 4 Nails N 1" 12" • 4 1 • 12-12' t 2' Figure 1. GlassMaster® 30 3 Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only) 36- Nails 5/8 12"12" 12---- Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 3 of 9 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Servlces. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Prol-AMIm Architectural Basic Wind Speed (V„e): Basic Wind Speed (Vow): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern' or'6 Nail Pattern" detailed below. m3W Figure 3. ProLAMT" Architectural Shingle 4 Nail Pattern (non-HVHZ only) M Mr N• Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 4 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation. recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & StormMast:er® Shake Basic Wind Speed (V it): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph ATLAS ROOFING CORPORATION Asphalt Shinglos Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either '4 Nail Pattern* or '6 Nail Pattern' detailed below. iff 0ar1. I3Wh.ie{I.ayIw 1! 1? fYr C1=1 =f 7 _ ClJ 1_cL Figure S. Pinnacle® Pristine and StormMastef® Shake 4 Nall Pattern (Non-HVHZ only) r30 wl 1208 9041CMro0 Ww 1.1 al ml+ 3w ft" 1• 1 ur oC I 0000 00 OOOC70000{ ,.. O O O (1 O O O O O CL O O CJ O O b{• Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern ATL13002. 4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this repon is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMasterO Slate Basic Wind Speed (Vu,): Basic Wind Speed (Vesd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installed with 8.5 in, exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either *4 Nail Pattern' or "6 Nail Pattern' detailed below. 1" JI" l , 1 Figure 7. StormMaster® Slate 4 Nail Pattern AIL. f T 9" Figure S. StormMaster® Slate 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 6 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notly CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (Vuu): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached as shown below. a• Figure 9. Pro-CutOD Starter Strip ATL13002.4 FL 16305-R4 7of9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (V,et): Max. 194 mph ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (Vao): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. I iZ" 12 ga. 1-1/2' ring r shank nail 12" Figure 10. Pro-CutO Hip & Ridge ATL13002.4 FL 16305-R4 Page 6 of 9 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles LIMITATIONS 1) Fire Classification is not within the scope of this evaluation 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 501 Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 0aY ,R „P'',. C' •, ,EN S'' No 74621 9•' STATE OF •4J ` CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will It acquire, a financial interest in any company manufacluring or distributing products under this evaluation., CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. END OF REPORT ATL13002.4 FL 16305-R4 Page 9 of 9 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5'" EDITION (2014) Manufacturer: ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770)612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5. 1507.2.7.1, 1523.6.5.1 Properties., Physical properties, Wind Resistance, Wind Driven Rain REFERENCES 9112Y Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL-079.02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-109.02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATLA 16-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATLA 18-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123.02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATLA37-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143.02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 3161 2009 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATL13002.4 FL 16305-R4 Pagel of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-165-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02.01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster® 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed. Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTM Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMaster® Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StormMaster® Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.4 FL 16305-R4 Page 2 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION GlassMasterO 30 & Basic Wind Speed (V ji): Tough -Master® 20 Basic Wind Speed (V&w): Deck (HVHZ): Deck (Non-HVHZ): Undertayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 12" 1E ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction, Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern* detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern" or "6 Nail Pattem' detailed below. 36' Nails 12- -m'4 12- 5/t3' Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 38" Nails 12- • • • Lim 12"— 12" 12"— Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern ATL13002.4 FL 16305-114 Page 3 of 9 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Prol-AMT" Architectural Basic Wind Speed (Vul): Basic Wind Speed (Vaw): Deck (HVHZ). Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern' or "6 Nail Pattern" detailed below. 30 Yr w 12 w r maro w 0.1. Mr rV Tw I• C1 CD 0 I - Figure 3. ProLAMT" Architectural Shingle 4 Nail Pattern (non-HVHZ only) r0yr M"A"O"nMroti wa tir 1112rw I L' Figure 4. Pro-LAMT" Architectural Shingle 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 4 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & Basic Wind Speed (V,,,t). StormMasterS Shake Basic Wind Speed (Va{d): Deck (HVHZ)- Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ), ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or'6 Nail Pattern" detailed below. W 1 1 Figure 5. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only) r wr na. a awaa rnn{iw 0MMMC3M00 00 000000 C7v u• 0 0 0 m C 3 r-1 .0 0 CM cmO r 0 0 0 0 IA' Figure 6. Pinnacle® Pristine and StormMastere Shake 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMaster® Slate Basic Wind Speed (V.,,): Basic Wind Speed (Veld): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern* or'6 Nail Pattern" detailed below. 9' Figure 7. StormMaster® Slate 4 Nail Pattern Figure S. StormMastef® Slate 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 6 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cuter Starter Strip Basic Wind Speed (V,,,,): Basic Wind Speed (Vold): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached as shown below. ss• o • 1.1ir.r Figure 9. Pro -Cut® Starter Strip Lr 1 ATL13002.4 FL 16305•R4 Page 7 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify .CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (Vot): Max. 194 mph ATLAS ROOFING CORPORATION Asphalt Shinglos Basic Wind Speed (Vase): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 Inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 1 12 ga. 1-1/2" ringI i e shank Hall I 1 12" Figure 10. Pro -Cut® Hip 6 Ridge ATL13002.4 FL 16305-R4 Page 8 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notly CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shinglos LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM 0 7158 applies to exposure B 8 C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code a Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 STATE OF . W ass/O N AL .`• 11111111110t CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 y,tlyrr,„YI, 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will It acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. END OF REPORT ATL13002.4 FL 16305-R4 Page 9 of 9 This evaluation report Is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I Florida Building Code Online Unicker kul fy er)— --5 Page 1 of 1 rLI52-1to— Business & Professional Regulation 1.0 fl0flda..00WI[d OCIS Nome I Log In I user Registration ! Hot TOPICS I submit Surcharge ! Scats S Facts I Publications ( FOC Stan ( !CIS Site Map I UnU I Search I Busines Product ApprovalProfessilal ®USER: Public User Regulation eeRtr rA101FEF1E > hods_ at AOOIkaNen Search > AOOIIWUon Uct, Search Criteria Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL impact Resistant ALL Design Pressure ALL Other ALL Search Results ADD llcatlons M Tvoe Manufacturer Validated By Status FL15216-R2 Revision InterWrap, Inc. John W. Knezevlch, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Undertayments Anere M oaPR. AeolOvah Ol1PROW be rMewed End ratified try the &War the Commission If nemsary. eo&a= :: )410 Reeli alemee street- T nehessee FI 322N Phone: eSo.4e7-I824 The State of Florida Is an ANEW employer. te"d nm(Aa.:: WMev Statement :: Aggighliln 51ate= :: Refund Statement Under Florida law, !mall addresses are public remrds. If you do not want your e-mail address released In response to a public -records request. do mn send electronic mail to this entity. instead, contact the office by phone or by traditional mail. It you have any questions, please contact 030.407.139S. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS, F.S. must provide the Department with an .mall address If they have one. The emalls provided may be used for official comrtnudeaton with tiro licensee. tiowever !mall addresses are public record. IF you do not wish to supply a personal address, pease provide the Department with an email address which can be made available to the public. To determine It you era a licensee under Chapter 455, F.S., please click td11L• Product Appr oval "evul: duIfil Gil ER x vrit Mnutc. https://www.floridabtiiiding.org/pr/pr_app_lst.aspx 7/20/2015 Florida Building Code Online Page 1 of 2 1% Business & Professional Regulation r FWbil oepal(irMr/ eels lame I Log in I user Registration I Ha Tooks I submit surcharge I stats a Facts I Publications I Fee Stan I eels site Map I Unks I search I Busines // Professi l al *USER:PubkUser Product Approval Regulation Prbau[[ Anomrai Nallu a prgduet or Aaalkatan Search > Aoo +tan 11et > Application ONaN FL s FL15216-R2 Application Type Revision Code version 2014 Application Status Approved Comments Archived I ' Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@lnterwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Undedayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETWWamock Hersey Quality Assurance Contract Expiration Date 11/17/2015 Validated By John W. Knezevich, PE dj Validation Checklist - Hardcopy Received Certificate of Independence FLI S216 R2 COI 2 15 Q1 Col Nleminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 https://www.floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 7/20/2015 I Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL d Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FI I S216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL1S216- R2.ndf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section S for Limits of Use. Evaluation Reports FY IS216 R2 AE 201S 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf Created by Independent Third Party: Yes Bark next The State or Florida Is an AA/EEO emptoyar. Ceorbaht 2007.2012 91ata Of Florida.:. PrhrarvSM,Met :: ACCESMbPltvStAtMnt ::Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 050.407.139S. •PurSWnt to Section 4SS.275(1), Florida Statute$, effective October 1, 2012. licensees licensed under Chapter 4S5, F.S. must provide the Department with an emid address If they have one. The emads provided may be used for official communication wkh the ricensee. tbwever small addresses are public record. If you do not wish to suppty a personal address, please provide the 000an rent with an emep address which Can brmade available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick dirt, Product Approval Accepts: ctvrityI'm 14-t, hops:// www. floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv3y V VKJZ 1 Q... 7/20/2015 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization 119503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-924S FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140S10.02.12-112 32923 Mission Way FLiS216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/201S SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51A Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 INS! a items ' : r-` • r The facsinth zeal appearing was authorized by Robert Nieminen, P.E. on 04/27/201S. This does rot %am as an electronically signed docr urtnt. Signed, waled hardcopies haw been transmitted to the Product Approval Administrator and to the named dkM CERTIFICATION OF INDEPENDENCE: 1. TrinitvlERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINIWJERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM 0226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (T5T1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395000•006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM 0226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERO nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On TileI Foam -On TileI MetalI Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes No INo IYes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM 0226, Type I or II or 04869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R2 Certif)cote of Authorizotlon #9503 FLIS216-R2 Revision 2: 04/27/201S Page 2 of 3 It TRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface Is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140S70.02.12-R2 Certi/icote oJAuthorizodon d9503 FL1S216-R2 Revision 2:04/27/201S Page 3 of 3 i QOTRINITY EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH 8t DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262.9243 Evaluation Report 140510.02.12-112 FLiS216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The (acsimile seal sppearing was authorized by Robert Nieminen, P.E. on Oa/27/201S. This does not serve as an electronically sinned document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CEaTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. N QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap. Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing In accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3, 1507.9.5 on Heating 1SO7.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.9.3 Heating, Liquid water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS(TST1509) Physical Properties 10OS3939SCOQ-006 10/27/2011 ITS (TSTIS09) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA3673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof U20Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available In 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD not Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVH2. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within FBC approval documents. if not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Asphalt I wood Shakes Slate or Underlayment Shingles Nall -On Tile Foam -On Tile Metal L & Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM 0226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R2 Cerra icote o/Authorizotion #9S03 FLiS216-R2 Revision 2: 04/27/201S Page 2 of 3 r rTRINITYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVH2 nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface Is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted In 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting In a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for Information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA3673; (604) 520-3321 Exterior Research and Design. LLC. Certi/icore pl Authorization a9503 END OF EVALUATION REPORT - Evaluation Report 140510.02.12-112 FLIS216-R2 Revision 2: 04/27/201S Page 3 of 3 0211112015 13:41 OX) P.002/004 MIAMMIAMI- DADE COUNTY PRODUCT CONTROL SECTION oI ISM SW 26 Street. aoom 208 DEPARTMEW OF REGULATORY AND ECONOMIC RBSOURCES (RSR) Miarni, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (186)115.2599 NOTICE OF ACCEPTANCE (NOM =w.mismidg4e.00v/ecanomr Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA Is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform In the accepted manner, the manufacturer will Incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCR13PTION: Weather Vent I. ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and following statement: " Miami -Dade County Product Control Approved". unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, we, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for Inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0423.01 consists of pages 1 through 3. The submitted documentation was reviewed by Juan E. Colllaoo..R.A. NOA No.: 13-0814.02 e Expiration Date: 04/IS/19 Approval Data: 61413/14 Page 1 of 3 02111/201 S 13:42 ffAX) P.003/004 ROOFING ASSEMBLY APPROVAL Category: Rooflng sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELeD BY APPLICANT: Manufactured by Teat Product Applicant Dimensions Speclflenttoua Description Weather Vent Vent : 4- F," x 19" x 46" TAS 100 Gavvanimd metal roof vent Deck Flange: 24" x 520 Thickness: 0.0217 inch:••- - — MANUFACT am LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test Agency Teat Identifier Test Name/Reyort Date PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02.01 08/14/03 ICC-ES AC132 SEM-027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Description. "In" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3 %" x 46" opening centered between layout litres and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with i-VA" galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0814.08 Expiration Data: 04/13/19 Appravel Date: 01/23/14 Page 2 of 3 02/1112015 13:43 ffAX) P.004/004 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. S. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city. state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: DRAWINGS o • ROOF FLANGE NAIL PLACEMENT s e o 0 END OF TMS ACCEPTANCE NOA No.: 13-0804.08 Expiration Date: 04/15/19 Approval Date: O1/23/14 Page 3 of 3 Florida Building Code Online .1 c es Page l of 3 Inwel unHwn .:Inn Des A, aro urtit,pr.. coox.^oaca FlOISdaQgJI mIct BaS Ham I tap in I user ReillStrattan i NO Topbc6u t rpa Busines Professi al ®product Approval usca: Pueat usn Regulation Product Aearovat Hems > Product Of Aootkation Search > Aeolicatlon USt > Application Detail FL # FL2197-RS Application Type Revision Code Version 2014 Application Status Approved Approved by 08PR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer MITek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext7480 dwert@mll.com Authorized Signature David Wert david.c.wert@mii.com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mli.com Quality Assurance Representative David Wert Address/Phone/Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwertomii.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2015 Validated By [CC Evaluation Service, LLC. Certificate of Independence FI 2197 RS COI Certificate of Independence for Evaluatlon.odf Referenced Standard and Year (of Standard) Standard Year ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvrTExd/d2bbkf... 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option C Date Submitted 06/11/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/05/2015 SummarV of Products FL Jr Model, Number or Name Description 2197.1 M185HS 18 ga. super high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS It InstaliationESR-1988 Aoril2011.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 RS AE ESR-1988.Odf for the Florida Building Code 2197.2 Mil 16 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS It lnstallatlonESR-1311 Nov2011,aX Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental EL21-9 BA AE ESP-1311. f for the Florida Building Code 2197.3 MT18HS 18 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ, Yes FL2197 RS It InstallatlonESR-19Ra Aor112011.ndr Approved for use outside HVHZ* Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 RS AE ESR-1988.Ddf for the Florida Building Code 2197.4 MT20 20 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL2197 RS If InstallaUonESR-1988 Aor112011.od1 Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 RS AE ESR-198R.odf for the Florida Building Code 2197.5 MT20HS 20 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS it InstallatlonESR-1311 Nov2011.Odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental fL2197 RS AE ESR-1311.odf for the Florida Building Code. Mack Meat Contact Us :: 1940 North Monroe SlrPhone: 11SO-aB7.1f12a The State of Florida Is an AA/EEO employer. Caevdeht 2007,2012 State of Florida::: Prrvary Statement ::'Acroslbihty Statement ::Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public-fecords request, 60 not Send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact SSO.487.139S. *Pursuant to Section 155.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter ISS, F.S. must provide the Department with an email address it they have one. The emalls provided may be used for official communication with the licensee. however emae addresses arc public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 155, F.S.. please dick pert. Product Approval Accepts: t R Im https:// www. f oridabui lding.orglprlpr_app_dti.aspx?param=wG EV XQwtDgvrTEx%2bbkf... 7/20/20 l 5 Florida Building Code Online Page 3 of 3 Cre tLA r I_ _E https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvrTEx%2bbkf... 7/20/2015 Excerpt from ICC-ES ESR-1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal - Plate -Connected Wood Trusses. Excerpt from /CC -ES ESR-1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal - Plate -Connected Wood Trusses. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK° TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM ICC ICC ICC- PMG- LISTED.. Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western Stotes Seismic Policy Council WSSPQ Aword in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not cam specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. 'There is no warranty by ICC Evaluation Service, LLC, express or implied, as Im 0 to any finding or other matter its this report, or as to any product covered by the report.+m Copyright © 2015 ICC-ES Evaluation Report ESR-1311 www.icc-es.orsl ( (800) 423-6587 1 (562) 699-0543 DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mll.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, MII 1St M-20, MI1 20, M-20 HS, MII 20 HS, AND MT20HSTm 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 International Building Codee (IBC) 2012, 2009, 2006 International Residential Codee (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced In this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTek* metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTek* M-16 and M1116: Model M-16 and Model MI 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)]. ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates Reissued June 2015 This report is subject to renewal June 2017. A Subsidiary of the International Code Council® are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11/4-inch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTeke M-20 and MII 20: Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 inch total thickness (0.9 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch-long (8A mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MITeke M-20 HS, Mil 20 HS, and MT20HS*": Models M-20 HS, MII 20 HS, and MT20HSrm metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)), ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating '/4-inch-by-1-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC-ES Evaluation Reltorit are not to be construed as representing aesthetics or any other ouributei not specifically addressed nor are they to be construed as an endorsement df the tub/ect of the report or a recommendation for to use. !'here it no warranty by ICC F-valuauon Service. 11C. express or implied at to any finding or other matter in this report, or as to any product covered by the report Copyright Ci 2015 01 Page 1 of 5 ESR-1311 1 Most Widely Accepted and Trusted Page 2 of 5 multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 5.4 Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek® metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTek® Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 6.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 6.6 6.6 5.7 6.8 fabrication, quality assurance and special inspection, refer to the applicable version of ANSI TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTek* Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTek® Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. Metal truss connector plates must be installed in pairs, on opposite faces of truss members. Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. MiTek® metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek* connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed "M-16"). Additionally, boxes containing the connector plates must be labeled with the MiTek* Industries name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 6 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT (lb/in'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND MOO 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce -pine -fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, MII 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem-flr 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Soulhem pine 0.55 187 143 138 150 For SO: I lbfin' = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to load All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND MOO 16 M-20 AND MOO 20 M-20 HS, Mil 20HS AND MT20HS Efficiency Pounds/Inch/Pair of Connector Plates Efficiency I Pounds/inch/Pair of Connector Plates EHlciency Pounds/inch/Pair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension ® 00 0.70 2012 0.50 880 0.59 1505 Tension ® 900 0.36 1013 0.47 820 0.48 1219 Tension Values in Accordance with TPI-1 with a Deviation (see Section 5.4.9 (e)j Maximum Net Section Occurs over the Joinl2 Tension ® 00 0.68 1945 0.62 1091 0.67 1716 Tension ® 9W 0.30 849 0.48 841 0.52 1321 Shear Values Shear ® 00 0.54 1041 0.49 574 0.43 761 Shear ® 300 0.61 1173 0.63 738 0.61 1085 Shear ® 600 0.73 1402 0.79 936 0.67 1184 Shear ® 901 0.55 1055 0.55 645 0.45 792 Shear ® 1200 0.48 914 0.42 490 0.34 608 Shear ® 1500 0.35 672 0.46 544 0.3 537 For SO: 1 lb/inch = 0.175 N/mm. Cinch = 25.4 mm. NOTES: Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 2Maxmmum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 1 Most Widely Accepted and Trusted Page 4 of 5 a.3W' 016T a 4 mm 4 1 nun 00000 000a 00000 e 0000 00 00 WCM I M-16, M 1116 0 125' 0 25M 0 125* 32mrn 64mm 32mm 0000000000 0000000000 000000000000 1 000000000000 1 000900000000 IQ 000000000000 0 42T' loomm 1 1 0 38Sr 0 r M-209 M 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) ESR-1311 I Most Widely Accepted and Trusted Page 5 of 5 0.12V 0.2W 0 6W 0 365" 32mm 64mm 127}mm 93mmfi 00 doo, 000 0o 000 000 00o 000 00o r000 00o oOo laoo 000 ago 000 000 000 M-20 HS, MII 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 I (562) 699-0643 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI $3017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTeO TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, Mll 20 HS, AND MT20HS°1 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeO truss connector plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HS11A, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Codee provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. ICC-US F. valuotton Reports are not to be construed as representing aesthetics or any other attributes nut specifically addressed, nor are they to be cunstrued as an endorsement of the sub/eel of the report or a recommendation for Its use. Then Is no warranty by ICC F.'valuotion Servtee, LLC, express or imptied as im to any finding or other matter in this report. or as to any product covered by the report WIN , Copyright 0 2015 Page 1 of 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.o 1 (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mli.com EVALUATION SUBJECT: MiTeOTRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek® Truss Connector Plates M-16. Mil 16. M-20, MII 20. M-20 HS, Mil 20 HS, and MT20HSTm. recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek®Truss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT20HSTm, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311. comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 F/oqgfda Building Code —Residential, provided the design and installation are in accordance with the International Building Code (IBC) provisions noted in the.master report. Use of the MiTeeTruss Connector Plates M-16. Mil 16, M-20, MII 20. M-20 HS, MII 20 HS, and MT20HSTm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. 1CC. S Ctblaation Repura are not to be cotttirued us representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. 77tere is ito warranty by ICC Evaluation Service. I.I.C. express or implied as to any finding or other nuitter in this report. or as to any product covered by the report Copyright 0 2015 Page 1 of l DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM ICC . , ICC - _ . ICC PMG LISTED Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western Stotes Seismic Policy Council G G WSSPQ Aword in Excellence" A Subsidiary of 'C"011111" CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. '' ownwom •«M Copyright © 2015 ICC-ES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council° DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MlTeke TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS, AND MT20HSf1" 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009. 2006 International Building Codee (IBC) 2012. 2009, 2006 Intemationa/ Residential Codee (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t The AOIBC Is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the A018C. Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTeke M-16 and MII 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage (0.0575 inch total thickness (1.46 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MlTeke M-20 and MII 20: Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage (0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repealing 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTeke M-20 HS, MII 20 HS, and MT20HS"4: Models M-20 HS, Mil 20 HS, and MT20HSTIA metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)) and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-l-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6 4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICGFS Fvaluadon Reports are not lobe construed as representing aesthetics or any other attributes not sp ci/icolly addressed, nor are they to be construed Mm as on endorsement of the subject oJthe repart or a recontatendotion for its use. 7Aere it no warranty by ICC braluation Service. LIZ. express or implied. as to ony finding or other matter in this report. or m to any product covered by the report m oua Copyright 0 2015 0 Page 1 of s ESR-1311 1 Most Widely Accepted and Trusted Page 2 of 6 multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 5.4 Trusses must be assembled within the tolerances specified in ANSIITPI 1, Chapter 3, Ouality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek® metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this Information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTeke Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 6.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTek® Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. 6.5 All lumber used in the fabrication of trusses using MiTek® Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 5.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members. 5.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 6.8 MiTek® metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed 'M-16'). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mil 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce -pine -fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, MII 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem-0r 0.43 139 ill 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: 1lb/in' = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be Installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to load All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller pressesiand hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mil 16 M-20 AND Mil 20 M-20 HS, Mil 20HS AND MT20HS Efficiency Poundslinch/Pair of Connector Plates Efficiency PoundslinchlPalr of Connector Plates Efficiency Poundsllnch/Pair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension @ 00 0.70 2012 0.50 880 0.59 1505 Tension @ W 0.36 1013 0.47 820 0A8 1219 Tension values In Accordance with TPIA with a Deviation (see Section 5.4.9 (e)] Maximum Net Section Occurs over the Joint' Tension @ 00 068 1945 0.62 1091 0.67 1716 Tension @ 90° 0.30 849 0.48 841 0.52 1321 Shear Values Shear @ 00 0.54 1041 0.49 574 0.43 761 Shear @ 300 0.61 1173 0.63 738 0.61 1085 Shear @ 600 0.73 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 0.55 645 0.45 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 537 For SI: 1 Inch = 0.175 N/mm. Cinch = 25.4 mm. NOTES: Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates. this line passes through a line of holes. Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted Page 4 of 6 0 3w. 0 lav 0.42r' dI$min 41mm losmm H H H 00000 0000 00000 p0pap0p0p o°o°o°ono 000 M- 169 M 1116 0 125- 0 26V 0.126- 0369, 3. 2 mrn 0 4 mm 3 2 mm fl 1 min 000000a000o0 000000000000 X- 100000000000 1: 000000000000 000000000000 x 0000000000011 M- 20, M 1120 FIGURE 1--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) ESR-1311 1 Most Widely Accepted and Trusted Page 6 of 5 01 a* 0 25(r 0 SM 0 38W 32mm 64m}m 2.77mm 93mmm1' 00 boo ODD Do oDo oDo l000 000 oDo i:oOo 000 000 D0o 000 ODD f 00o 000 oDo M-20 HS, MII 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mll.com EVALUATION SUBJECT: MiTeO TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTO 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeke truss connector plates M-16. MII 16, M-20, MII 20, M-20 HS, Mll 20 HS, and MT20HSTM, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17. 17A, and 23, when design and installation are in accordance with the International Building Code® provisions described in the master evaluation report and with Chapters 16. 16A, 17. 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. lCC•A.S /-valuation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed. nor are they to be construed at an endorsement of the subject of the report or a recommcndotmn for as use. There is no amrranry by lCC fivaluation Service. U.C. express or nmplted. as to any finding or other mailer in this report, or as to any product covered by the report Copyright 0 201S Page 1 of 1 ICC-ES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. wwwAcc-es.org I (800) 423-6587 I (662) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 63—Shop-Fabricated Wood Trusses REPORT HOLDER. MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, AND MT20HS1- 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-16, MII 16. M-20, Mil20. M-20 HS, MII 20 HS, and MT20HSTM, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek®Truss Connector Plates M-16. Mil 16, M-20, Mil 20. M-20 HS, MII 20 HS, and MT20HST1e, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311. comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the Intemational Building Code® (IBC) provisions noted in the master report. Use of the MiTeeTruss Connector Plates M-16, Mil 16, M-20, Mil 20. M-20 HS, MII 20 HS, and MT20HS'm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holders quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the'teport holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC-I.S Evaluateon Reports are not to be construed as representing aesthelics or any other attributes not specifically addressed our are they to be construed as on endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC F.volaatton Service. LLC, express or implied, as 040 to any finding ur other natter to this report, or as to any product covered by the report ins.. Copyright 0 2015 Page 1 of 1 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HS'rm ICC ICC ICC P M G LISTED Look for the trusted marks of Conformity =-- W 2014 Recipient of Prestigious Western States Seismic Policy Council 1:01 WSSPQ Award in Excellence" A Subsidiary of comcc.u7ar ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not "`e.,'°"n " specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a Service, express r implied, as \Wrecommendationforitsuse. There is no warranty by ICC Evaluation Se tce, LLC, exp o to any finding or other matter in this report, or as to any product covered by the report. "mn„"1°" Copyright © 2015 IMES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 63-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTeke TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 International Building Codee (IBC) 2012. 2009, 2006 International Residential Codee (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADISC; is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections In the ADISC. Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTeke M-16 and MII 16: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage [0.0575 inch total thickness (1 46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating (0.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut. thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm). and lengthwise in 1 t/4-inch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTeke M-20 and Mil 20: Model M-20 and Model Mli 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTeke M-20 HS, MII 20 HS, and MT20HST": Models M-20 HS, Mil 20 HS, and MT20HSTM metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-1 -inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, 1CC-rs Fvaluatton !reports are not to be construed as representing aesthetics or any other aurtbuta not sprNjcally addressed, nor are they to be construed as on endorsement ofthe subject ofthe report or a recommendation for as use. There is no tvarromy by ICC F.voluotion Service. U.C, espreu or implied, as to attyfindrng or other matter in this report, or as to any product covered by the report Copyright 0 2015 Page 1 or 5 ESR-1311 I Most Widely Accepted and Trusted Page 2 of 5 multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 5.4 Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTeke metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 6.0 CONDITIONS OF USE The MiTek® Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturers published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturers published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 6.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 5.5 5.6 6.7 5.8 6.0 fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTek® Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTek® Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. Metal truss connector plates must be installed in pairs, on opposite faces of truss members. Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. MiTekm metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton. North Carolina; and Bradford, Ontario, Canada. EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed "M-16"). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries• name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in'/PLATE) LUMBER SPECIES SG AA I EA AE EE M-16 AND Mil 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce -pine -fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mil 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem41r 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: 11b/I62 = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE - Plate perpendicular to load, wood grain perpendicular to load All truss plates are pressed Into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses Into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mil 16 M-20 AND Mil 20 M-20 HS, Mil 20HS AND MT20HS Efficiency Pounds/Inch/Pair of Connector Plates EHlcloncy I Poundsfinch/Pair of Connector Plates Efficiency Poundsrinch/Pair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension @ 0° 0.70 2012 0.50 880 0.59 1505 Tension @ 900 0.36 1013 0.47 820 0.48 1219 Tension Values in Accordance with TPIA with a Deviation (see Section 5.4.9 (e)) Maximum Net Section Occurs over the Joint' Tension @ 00 0.68 1945 0.62 1091 0.67 1716 Tension @ W 0.30 849 0.48 841 0.52 1321 Shear values Shear @ 00 0.54 1041 0.49 574 0.43 761 Shear @ 300 0.61 1173 0.63 738 0.61 1085 Shear @ 60° 0.73 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 0.55 645 0.45 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 537 For SI: 1 (Winch = 0.175 N/mm, linch = 25.4 MM. NOTES: Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. Maximum Net Section - A tine through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted Page 4 of 5 0.3W* 01sr 0.421' 4 mm 4 tmm 10 a f"m 1 1 H 1 1 o-o-o 0 0 0000 00000 o°o°a°o°o a =- -aooo a0000 W= m M-16, M1116 0 t25' 0 25W 0.125' 0 365' 3 2 r. _vn 0 4 mm 3 2 mm 8 3 l 000004004 00000000000 17- 00090000000 r- p0000000000 l00000000000 a00000a000a M-20, M 1120 FIGURE 1— APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In inches) ESR-1311 1 Most Widely Accepted and Trusted Page 5 of 6 0 12P 0.25W 0 SW 0 363* 32mm 6.4mm 127mm 83mm goo bad don goo A 000 000 000 00o r 000 A o00 J V goo 000 00o goo 000 000 WIDTH M-20 HS, MII 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 ( (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section, 06 17 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mli.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 EVALUATION SCOPE Compliance with the following code: 2010 Califomia Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTek® truss connector plates M-16. MII 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HSTM, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and Installation are in accordance with the Intemallonal Building Code® provisions described in the master evaluation report and with Chapters 16. 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. IM& Evaluation Reports are not to be construed as representing aesthetics or any Other attributes not tpeclflcally uddrr_ssed. nor are they to be construed as an endanement of the subject of the report or a recommendation for its use. 77tere is no warranty by ICC Evaluation Service. I.I.C. express or implied at to any finding or other matter in this report, or as to any product covered by the report. `ar 63 Copyright 0 2015 Page 1 of 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org I (800) 423-6587 1 (562) 699-0543 A Subsidiary of the /ntemational Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HSt- 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTeke Truss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HSm, recognized in ICC-ES master report ESRA311, have also been evaluated for compliance with the codes noted below. Applicable code editions: a 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek°Truss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT20HSTm, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Code® (IBC) provisions noted in the master report. Use of the MiTekeTruss Connector Plates M-16, Mil 16. M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTM has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC-F.s Evaluation Reporn are not to be cnnstrued as representing aesthetics or any other attributes not specifically addressed. nor are they to he conurued as an endorsement of the subject of fhe report or a recommendation fur in use. ?'here is no warranty by ICC Evaluation San -lee, I.I.C. express or implied, as im to anyf nding or other ntalier fit flits report. or as in any product cuvered by the report. w n z Copyright 0 2015 Page 1 of 1 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM ICC ICC ' ICC i PMG LISTED Look for the trusted marks of Conformity 2014 Recipient of Prestigious Western States Seismic Policy Council am=%] WSSPQ Award in Excellence" A Subsidiary of ICON CUN I ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not Cava`. specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a r rrecommendationforitsuse. There is no warranty by /CC Evaluation Service, 1./.C, express o implied, as to any finding or other matter in this report, or as to any product covered by the report. ewooiammruu .,,w«ucw „ Copyright 0 2015 ICC-ES Evaluation Report ESR-1311 www.]cc-es.orn 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mil.com EVALUATION SUBJECT: MiTek* TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, MII 20, M-20 HS, MII 20 HS, AND MT20HST- 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009. 2006 international Building Code* (IBC) In 2012, 2009, 2006 lntemational Residential Code* (IRC 2013 Abu Dhabi International Building Code (ADIBC)t tThe A018C is based on the 200918C. 2009 IBC code sections referenced in this report are the same sections In the A018C. Property evaluated: Structural 2.0 USES MiTek* metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3A MiTek* M-16 and Mil 16: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates Reissued June 2015 This report is subject to renewal June 2017. A Subsidiary of the lntemational Code Council® are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11/4-inch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek* M-20 and MII 20: Model M-20 and Model MII 20 metal truss connector plates are manufactured from minimum No. 20 gage (0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTek* M-20 HS, Mil 20 HS, and MT20HSTO: Models M-20 HS, MII 20 HS, and MT20HS rm metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-1 -inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC•FS Ctwlttation Reports are nor to be construed as representing oerthetics or any when attributes not specifically addressed nor on they to be construed as an endorsement of'ihe subject of the report or a recommendation for its use. There a no warranty by ICC Evaluation Service. 1.14, express or implied as to any finding or other matter in this report, or as to any product covered by the report Copyright 0 2015 0 Pagel of 6 ESR-1311 1 Most Widely Accepted and Trusted I Page 2 of 5 multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 6.4 Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek* metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements Indicated in a current IMES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 6.0 CONDITIONS OF USE The MiTek* Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturers published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturers published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 6.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 5.5 fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTek* Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTek* Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 5.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members. 6.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 6.8 MiTek* metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek* connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed'M-16'). Additionally, boxes containing the connector plates must be labeled with the MiTek* Industries name, the metal connector plate model, and the evaluation report number (ESR-1311).' ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/In'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND MII 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce-pine-fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mill 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: I lblinz = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of Joint. AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load. wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to load All truss plates are pressed Into the wood for the full depth of theft teeth'by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers. or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses Into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mil /6 M-20 AND Mll 20 M-20 HS, MII 20HS AND MT20HS Efficiency Pounds/inch/Palr of Connector Plates Efficiency I Pounds/inch/Pair of Connector Plates Efficiency Pounds/Inch/Pair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension @ 0° 0.70 2012 0.50 880 0.59 1505 Tension @ 900 0.36 1013 0.47 820 0.48 1219 Tension Values in Accordance with TPI-1 with a Deviation [see Section 5.4.9 (e)] Maximum Net Section Occurs over the Joint' Tension @ 0° 0.68 1945 0.62 1091 0.67 1716 Tension @ 900 0.30 849 0,48 841 0.52 1321 Shear Values Shear @ 00 0.54 1041 0.49 574 0.43 761 Shear @ 300 0.61 1173 0.63 738 0.61 1085 Shear @ 600 0.73 1402 0.79 936 0.67 1184 Shear @ 90° 0.55 1055 0.55 645 0.45 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 537 For SI: 1 Iblinch = 0.175 Nlmm, finch = 25.4 mm. NOTES: Minimum Net Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates. this line passes through a line of holes. Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted Page 4 of 6 0.33W 01w 61 mm d I mn 41I M- 169 M 1116 0 125- 0 2W 0 125' 32mm 04mm 32mm 0000000000 0000DOOp00 000900000000 roo0000000000 000000000000 o 000000000000 0 42r tOBmm H 0 3BS' 9 3mm 1 M- 20, M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) ESR-1311 I Most Widely Accepted and Trusted Page S of 6 0 123' 0.250' 0.5W 0 3er 32mm 6/mm 9 3mmm t127tmm 000 a0a A goo 000 aoo ooa ooa 000 ooa A A J goo 00o ooa goo aoo 000 w M- 20 HSI MII 20 HS1 MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.or4 ( (800) 423-6587 I (562) 699-0643 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTekm TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeke truss connector plates M-16, Mil 16. M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSrm, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17. 17A, and 23, when design and installation are in accordance with the International Building Code® provisions described in the master evaluation report and with Chapters 16, 16A. 17. 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. CGr•-C Evaluation Reports are not to be construed as representing aesthetics or any other attributes nut specifically addressed, nor ore they to he construed as an endorsement of the subject ofthe report or a recomntendatton for its use. There is no warranty by lCC F.voluation tiervice, I.I.C. express or implied, as to any finding or other matter in this report. or as to any product covered by the report. Copyright 0 2015 EH31 Page 1 of 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. wwwAcc-es.ora 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the Intematfonal Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mli.com EVALUATION SUBJECT: MlTek*TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek® Truss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT20HSTM, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek®Truss Connector Plates M-16, Mil 16. M-20, MII 20. M-20 HS, Mil 20 HS, and MT20HSTM, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Code® (IBC) provisions noted in the master report. Use of the MiTek®Truss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTM has also been found to be in compliance with the High -Velocity Hurricane tone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. 1CC-& Etaluation Repora are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC lsraluation Seri -ice, LIZ. express or implied as t to any finding or other matter in tht% report, or as to any product coi eyed by the reportUP Copyright 0 2015 Page 1 of 1 or Florida Building Code Online ` f e Page 1 of 2 V A C-" Business Professional Regulation 1 1d Busmen al acts storm I Lao in I user Registration i Not Topics I submt Surcharge I slats & Facts 1 Puakations I Fae suit I SCls Site Map I Wks I Search 1 Professi S Public Userovel Regulation Preeuct Aearmat tCnrtu > PmOti. Or AoollLtten Search > Aealirallon List > Aypllratl0n Dataa FL FL14239-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer BMP international Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 727)458-0544 benmeng8@yahoo.com Authorized Signature Xianbin Meng benmeng8@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 9; Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida Ucense PE-0046549 Quality Assurance Entity National Accreditation & Management institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman, PE Ri Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM 01761-06 2006 ASTM 01761-88 2000 Florida Ucensed Professional Engineer or Architect FL14239 R3 Eauly Eo Iv.odf hnps://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquDEJErtOSCei... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending PBC Approval Date Approved Summary, of Products Method 1 Option D 04/23/2015 04/30/2015 05/06/201S 06/23/201S FL rt Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (for Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL14239 R3 11 Dwo.odf Approved for use outside HVHZ: Yes Verified By: frank L. Sennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the FL14239 R3 AE Eval.odf system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. eack meal The State of Florida Is an ANEW employer. taa.,rleht 2007.2611 State of Mrlda.:: PrIf1 t :: AcaesslbPlty Slalrtmint :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic man to this amity. Instead. Contact 1116 elf & by Owns or by traditional rail. If you nave any questions, please contact 8S0.487.1395. -Pursuant to Section 455.27S11). Florida Statutes, etectivt 0116W.1. 2012, lrcdhsees licensed under Captor 455. P.S. trust Provide the Department With an Small address If they nave ant. The dais provided may be used for official communication with Ia licensed. However email addresses are public nMtd. It you 00 not wish to supple a personal address, please provide the Department with an Cat address which Can be made available to the Public. To determine It you are a licensee under Capter 4SS. P.S., please tuck here Product Approval Accepts: 11M®® root .it :V 41 Nir.: https://www. floridabui ld i ng.org/pr/pr_app_dti.aspx?param=wGEVXQwt DquDEJEriOSCei... 7/20/2015 1% BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS t CENTER OF GRAVITY ASSUMED TO ACT AT THE NJ GEOMETRIC CENTER OF THE MECHANICAL UNIT. MECHANICAL UNIT MUST BE u W SQUARE OR RECTANGULAR, i A NO IRREGULAR SHAPES. 1 V ZW MOST STRUCTURE DESIGN BY OTHERS. SEE DES! SCHEDULES FOR ALLOWABLE SUBSTRATES MECHANICAL UNIT 75LB MIN, WEIGH, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP HCENTER OF SEE DESIGN SCHEOULEFOR GRAVITY MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. STEEL TIE•OOWN CUPS. SEE DETAIL 113 S 213 1.2 FOR CUP INFORMATION, 3 TYP. 3T` p TYP. MAX • ` O _,. b C TYP, LO l 1 TIE -DOWN ISOMETRIC TYPE OF CLIP AND NUMBER OF CUPS 1 1' - 70- ISOMETRIC PER CORNER WILL VARY PER CO•TNECTION TYPES Cl {A ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE TIE POLUDWING EXAMPLE ILLUSTRATES IML PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT• H, FDA AHY GRAN MECHANICAL UNIT THAT COHEORMS TO THE DI V ENSION RESTRICTIONS AND DESIGN CRITERIA USTED MOON. SEE SHEETS 4.5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: TCONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITM THE FOLLOWING CRITERIA- VW- 170 MPh, EXPOSURE TF Ar TALL. N' DEEP T 41' WIDE. 100 LA (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)•2- CLIP AT EACH CORNEA OF UNIT (TOTAL OF (4) RIPS) PI7nrFAlJRF, PROCEDURESTEv I RESULT 1 IDETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 ICONNECTION TYPE 3 2 NE WHICH DESIGN SCKFWLE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VW-170 M M, EXPOSURE'fr. THIS DESIGNIDETERMICRITERIACORRESPONDS10TABLES I DETERMINE LARGEST FACE AREA O MECHANICAL UNIT TO BE INSTALLED 4rP4B'-16FT' THIS UNIT HEIGHT OF IB' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OfAr. MOTE' TOTS PRODUCT APPROVAL ALLOWS THE UNIT TO DE INSTALLED ON TOP A CHECM MAXIMUM UNIT HEIGHT RESTRICTION Of AN A/C STAND THAT S A MAXIMUM 2D- TALL TEAM A/C STAND S Urn4m, CMECR TO SEE THAT INS STAND ODES NOT EXCEED 11D' IN HEIGHT 1 S CJHlL"K MINIMUM YNITWIDIH gwt6`N itturf WIDTH 15 AB•WHICM IS GREATER THAN THE WRIMUR ALLOYAucy.Aw 1YIOIH OF zr THIS UNIT PAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQL AL TO IS FT. Of THE INSTALLATION ADDITIONALLY. THIS UNIT HAY BE INSTALLED ON kOW-TOP HEIGHTS GREATER 6 OEhRMIN! ME ALLOWABLE ROW70 HEIGHT THAN60IT AND LESS THAN 100 FT. SEE (') ON TABLE S FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND THE BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED HS ( CALOAATE THE ALLOWABLE ROOFTOP HEIGHTS CONSIDERS ASCE 7.10 SCC110" 29.5.1 ', FOR ROOFTOP HEIGHTS IN) 960 TT AND SECTIDH ".$ FOR ROOFTOP HEIGHTS (H)> 60 T 6 SECTION 29.4.1 FOR DISTALLATIONS AT GRADE. (GC),o-2.IO WITIN.-N THE HVNZ. 041-- P-1.90 OUTSIDE THE 4V1R. (GCr FOR ALL LOCATIONS (00,• 01RRENT)t ALL O7TIHHEERR DESIGN VARIABLES AU IN WITH ASCE 7-tO C AFTERS 26 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30- TALL NC STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN OISIGNED AND SHALL BE FABRICATED IN ACCORDANCE RTTH THE REQUIREMENTS OF THE FLORIDA BUILD:MG CODE 6 ASCE 7.10 THIS PRODUCT MAY BE USED WITHIN ARID OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. NO 33-V3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT ROWDED PRODUCT AND DIE SHEETS FROM TEST REPORTS AfEI D19)OIR7A. ARIL *19703878 BY TESTING EVALUATION LABORATORIES, INC. NO SUOSTFTUTIO S YIITHOLIT TLWTFlUI APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. A. MAXIMUM 6 MINIMUM DIMENSIONS AND MINIMUM WEIGH OF MECHANICAL UNIT SMALL COHFoR, To SPECIFICATIONS STATED HEREIN. ALL P¢CNNICAL sPECFlCATIORs CLEAR SPACE TONMAGE, ETG) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR S. FASTENERS TO SE Al2 X TS' OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE TAPCONS REFERRED TO HEREIN SMALL BE ITO BWLOEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL STEEL CLIPS SMALL BE ASM A213 STEEL (GRADE O) WITH FY-33 KSI OR Bl'ITT.P ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF LAM ENAMEL OR OTHER APPROVED PROTErnoN. 00-RATED COATING. REQUIRED FDA ALL COASTAL INSTALLATIONS. 7, ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS RRTIIGTON. AS A MINIMUM, ALL CONCRETE SMALL BE STRUCTURAL CONCRETE A- HIM. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF ION PSI, UNLESS NOTED OTHOMSE. S. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TD PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, LYNEX REQUIRED, TO BE DESIGNED B INSTALLED BY OTHats. 10. THE ADEQUACYO AIIV EXISTING SIRUCW TD WITHSTAND SUPERIMPOSED LOADS SHAU. BE VERIFIED BY THE OIISRE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CiATIFICATON.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE IMEEIC ED. IT. 7NE STSEM DETAILED HEREIN IS GENERIC AND DOES HOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONOM04S DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER-IGNTNESS OF EXISTING MOST SUBSTRATE SHALL SE THE FULL RESPONSIBILITY OF THE INSTALLING CONTACTOR. CONTRACTOR SMALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREINN. THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR AM WATER/ROOFING OR LEAKAGE ISSUES WHICH NAY OCCUR AS WATER - TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY ME VMAR WIND SPEEDS USED IN THIS APPROVAL. SEE SECTION 26.7.3 OF ASCE 7.10. O: U Z leS a J Z i j ; z a ZOA 0- F G u ( N' Q' E Z ): a N Z. z vrA o m Z 15- 2378 K i Zon Wo u ti 1 I 1• CUPS I 3• MA% tw. TIlP. TYP i,ULVU' CONNECTION TYPE Cl C 1 I. CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (!) PER UNIT i— o u FN3N py 3• MAY / ;q 11 CLIPS N ,• 3TTP. J r MAX ANCHOR SCHEDULE: IN CLIPS SLISSTIun I DESOIVnoN 1)•S(16 o cmao. STEB IT W BullOt7t low.% CONCRETE 2Y.' FURL EYBEO TO A• THICK MIN, CONCRETE, 3N• MN 3000 PSI MIN.) EDGE DISTANCE, 3Y' MIN. SPACING TO ANY ADJACENT ANCHOR AWILINYM, 1)-• IN SAC GRADES 0.1]S• VIM. SHEET METAL SCREW TO THICK. 6061•TL WALUMINUM, RMDE (S) MIN. ALUMINUM) PITCHES MUM. PAST THREAD PLANE STEEL. 1)-P 14SAE GRADE O.IIS•MIN. MEET METAL SCREW TO THICK, 33 KSI STEEL. PROVIDE (5) HIM. STEEL) PITCHES MIN. PAST THREAD PLANE 2" CLIPS SUBSTRATE Deso"Psto"i 1)-slivo C.ARBOM Solk- TTW sun DEY TA ' CONCAETE: IY- FULL EMBED TO 4• FNiCK MN, CONCRETE, 3%, MIN. 3NO SI MIN.) EDGE DISTANCE, A' MIN, SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: SAE GRADE 5 INALUMINUM: SWEET METAL SCAM TOSWEET 061-76THICC60 ALUMINUM, PROVIDE (5) M1N, AW PITCMES WIN. PAST THREAD NAME STEEL: 2)-.14 SAE GRADE S 0.125- PIN. SWEET METAL SCREWS TO THICK, 33 KSI STEEL. PROVIDE (S) HIM. STEEL) PITCHES HIM. PAST THREAD PLANE T9. 1. EMBEDMENT AND COG! DISTANCE EXCLUDESFINISHES. II AIPUCABIP- 2, ENSURE MINIMUM EDGE DLSTAMC! AS NOTED IN ANCHOR SCMEDIAE. 3. SEE DETAILS ON SHEET 3 FOR ANCWORS ATTACHING TO MECHANICAL UMIT. CONNECTION TYPE C2 Q 1• CUP . UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (B) PER UNIT yH OS vu 1rW H X tr J ppp 2• CUPS r MAY fa Typ. ;./" p4 TYP. r RIPS , r MAx M. 3' Im TYP. IVIDTH b• MAX UNIT . 1 6' MAX CUP OFFSET! I ---CLIP PAIR SPACING-4 I CUP OFFSET 3- TYP MECHANICAL CUP - CUP WiIT PER SPACING SEPARATE CERTIFICATION LITTUZE ( A) CUPS EA SIDE OF UNIT FOR A TOTAL OF a) PER UNIT c3 CONNECTION TYPE C3 CONNECTION TYPE C4 5 ALTERNATE 8 CLIP DETAIL 2• CUPS • VITUZE (1) AT EACH CORNER IN A TOTAL OF ( PER T C4 2• CUPS - MIZE (2) AT EACH CORNER FOR A TOTAL OF )r0] PER UNIT 3 N.r.s. PLAN v1Ew THIS DETAIL HAT BE USED AS AN ALTERNATE GEOP.E'RIC PATTERN FOR ALL CONNECTION TTPES THAT UTILIZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (9) CUPS PER UNIT. W}( 3: 15- 2378 a Pli 1AAM L OpC"ACO. .L QINTTR/MNlrrilt,4/ . FORANYCLI LONGER THAN MECHANICAL UNIT DY OTHERS. ALUMINUM 0.19' UTILIZE SAE HOUSING UNITS SMALL Be 6063•T6 MIN. GRADEE 5S SHEETHEET ALUMINUM SHEET WITH Fty-30 KSL 0.125 • .^ METAL SCREWS, M. MIN. THICKNESS, STEEL MOUSING 1M115 ())•/12 SAE GRACE $ SHEET ' t 0.068• TMICK 3 SHALL BE ASTM A653 Fy.33KSI MIN. ETAL SCREWS FOR CLIPS UP TO ` 1 ' ASTM A283 U STEEL, GRADE 33, 22GA MIN. (1=0.0299'). ` /_ M S LONG. SCREWS F R CLIPSP SHEET `„ STEEL TYP. 77 / : METAL SCREWS FOR CUPS , LONGER THAN S•. PROVIDE (S)%O +yy . ut3oLI i i /PITCHES MIN. PAST THREAD PLANE i s pd 3)•/ L2 SAE GRADE S 3 = $ 0 0.068. 71itIX ASTM j/FOR EACH SMS, TYP./ii7 e SHEET METAL SCREWS • i b A293 STEEL CUP, TYP. /t ! ,. •K ` R FOR CUPS UP TO S' - I fl OO WE OF UNIT SMALL j • i/ ANCHOR PER '!! r r_1nL 1 Q V r u ; y LONG. UTILIZE (S)•/ 12 - w 4® BE FLUSH WITH BASE / f / . 3 SCHEDULE U fr m BpSHEETMETALSCREWS 77 FOR CLIPS LONGERPERMflTED, TY. /: ' z s OF CUP. NO SPACE l jJ( w THAN S. 7W. /• W W r 3: A O HOLE, WITH / // / ; ANCHOR FROM 1' O Io / SUBSTRATE PER N ^; JOCUPANCHOR \ ANCHOR O W10.75' SCIICDULE. TYP. < f SCHEDULEE 10. O F 4OTHER ( VARIES) 6 DIMENSIONS .•l! sIM:LAR) 1" TIE -DOWN CLIP ANCHOR DETAIL 1 1" CLIP ISOMETRIC DETAIL 3 3'.1'•0' DETAIL Z 3 N.T.S. ISOMETRIC CLIP IS DESIGNED FOR FULL P•ti a C 14TACT WITH THE BASE OF EACH J bMECHANICALUNIT, TVP. Q Z OFg I. A . n '• °1 Oru.ne t 0 0.125 I Z 1E t MECHANICAL UNIT BY OTHERS. ALUMINUM w HOUSING UNITS SHALL BE 606346 MIN. (J,) ALUMINUM SHEET WITH Fty-30 M. 0.12S' q MIN. THICKNESS, STEEL HOUSING UNITS O)•/12 SAE GRACE S SHEET Z ti C 0.072' OR METAL SCREWS FOR CUPS 4• SHALL BE ASTM A653 Fye3MS1 MIN. I-•6 E A 0. AST A283MIOC STEEL GRADE 33, 22GA MIN. (1-0.02W). META. SCREW (FOR C SHEET p ASTM A263 METAL SCREWS FOR CUPS d I W STEEL. TYP 3)•112 54E GRADES '/ LONGER THAN 4•. PROVIDE (S) PITCHES MIN. PAST TMRM PLANESHEEPMETALSCREWS to e FO0. BPS 4• LONG. 0.072' OR 0.US /. • FO0. EACH SMS, TYP. i THICK ASTM A2B3 C UTIU2E (4)•/125MEET fit•„ /t KETAL SCREWS FOR STEEL CLIP, TYP. ( 1) OR (2ywQ10R5 CUPS LONGER THAN 4% BASE OF UNIT SMALL / % BE FLUSH WITH BASE ,/i/.. / PER ANCHOR alb - •I ` ' r 7A' SCHEDULEOFCLIP, NO SPACE /t' ' y PERMITTED, TYP, BE USED FOR TO ` / it i SUBSTRATE PER $ O I 2 UIe ANCHORS. TYP. ' • . t '. ANCHOR j SCHEDULE M 1 I , , ji I (VARIES) 6 Y) / 3 A o.7s 00• 2" TIE -DOWN CLIP Ise 4i T Dso 4 ANCHOR DETAIL IEN ..i 11 DETAIL i0iwocACu[LIC+ar00.r FACTORY -MILLED Y.•O HOLES; So- 110 CLIP IS DESIGND FOR FULL 15-2378 I k UTILIZE (1) OR (2) ANCHORS CONTACT WITH AL BASE OF EACH wle rT} FROM 2• CLIP ANCHOR MECHANICAL UN)T, TYP. PAee oe/cumoM: SCHEDULE. TYP. 2 2" CLIP ISOMETRIC DETAIL a^' 5g 3 N.T.S. ISOMETRIC b J TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE VAIN A RISK CATEGORY U SIAUC7URE IN THE HIGH VELOCITY HUMCANE ZONE') I ALLOWABLE ROOF -TOP HEIGHT (H) MA1lIMUM llf-0OWN CONFIGURATION TYPE SURFACE AREA OF UNIT UNIT CI C2 C3 G/ UNITY LARGEST HEIGHT WIDTH FACE 61P 24' MAX : 12• N,IN Wa 11 GRADE AT GRADE H S 200 FT t 9TP 32-NW IS -MIN N/A AT GRAM AT GRADE HS60 FT 4R' al GRADE HS200Fl H130FT H120OFT 6 F1' AT GRADE H S 40 FT AT GRADE H f 200 FT 9 FT' 40' MAX 2A' WIN WA AT CARROT GRADE_ H f 160 FTfffl _ 1 12 FP N/A AT GRADE Ai _ AT H SADE40FT IS FP N/A AT GRACE GR— E4/4 AT GRADE 20 FT' WA AT GRADE N/A' AT GRADE 2S FP I W_A AT GRAOC WA AT GRADE SON 60' MAX W MIN WA N/A AT GRADE THIS WA NI A - - OVA A7 GM_ OE TABLE 6f GSSIBLE 10BE_ USfD WIIHINTHE HVH2WHICH CONTAINS BAOWARO AND MIAMFCADE COUNTIES. CHECK WITH LOCAL AUTHORITY INNING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES, TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE') ALLOWABLE ROOFTOP HEIGHT (HI TIE -DOWN CONFIGURATION TYPE MMAXIUM SURFACE AREA OF UNIT UNIT CI I C1 C3 UNITY URGEST HEIGHT WIDTH TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') rSURFACtAKAOF UNIT UNIT CI C2 C3 C4 UINIAAGESTHEIGHTLVIDTHFACE. 6 FT' 24'MAX 12'M22 WA AT GRADE ATGRADE ' HS200F7 9TIFF'_ F 3YABAX1S'MIN WA AI GRADE NIA NS30Fl R' I A_7GMOEHS200FT AT GRADE ' NSM FF 6FP I fUA HSISFl ATGRADE HSMOFl 91T' 4P MAX 24' MIN • WA AT GRADE AT GRADE N S BO R 2 FP N/A A7 GRADE NTA AT GRADE 16 F1' I WA AT GRADEHIA AT GRAM 20 F1' WA AT GMDE N/AATGMDE 2EF1' WA IJ/A . AT GRADE 30 F1' • GC* MAX 4B' MIN WA R/ A WA WA AT GRADE 36 FT' I_ -_ _ - WA _ WA N/A AT GRACE THIS TABLE lSPERMISSIBLE t0 BE USED WITHIN THE HVH2 WHICH CONTAINS BROWARD AND MIAMI• DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE A PUCAMUTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUHTIES. TABLE 4 : Vult=170 MPH, EXPOSURE D FOR USE WITH A RISE CATEGORY II sum TURf') SURFACE AREA OF UNIT Ut1IT C4UNITYLARGESTHEIGHTWIDTHC1 i FACE 6FP 24'MAX- 12'1VIN H/A I Hf200Fl 60Fl<H6160Fl H5I00Fl 1 9 F1' 32' MAX LS' MIN N/A I H S IS Fl AT GRADE H S 200 Fl 60FT <H 1200 Fl 4 Ft' AT GRADE I NS20OFT NSMDFl HS200FT 60 FI<Hs20DFl 6F1' ATGAADE Hs200FT HS40Fl 60Fl< HSIOOFT. HIIOOFl 9F1' 46'MAK: 24'MIN N/A I HS200Fl AT GRADE N12WFT 60FT 4H SSOFT lI F1' N/A AI GRADE WA H f 20D R 1 60FT< HSIOOFT 16 Fr- N/A A7 6RADE N/A H 9 200 Fl 20 F ' IJ/A AT GRADE WA H S 200 FT 2S FT' N/A _ N/A WA H130Fl 60' MAX 4W MIN 160 FT<H%20DR 30 N TVA IJ/A N/A Al GRADE a 60FT 4 HEA TIED R1 36N WA WA WA At GRADE AS AN CUM F, THIS TAKE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL ALIT 40RITY HAVING IUREiDIC110N FOR THE APPUCABIUTY OF THIS TABIf WITHIN CERTAIN FLORIDA COUNTIES ALLOWABLE ROOF -TOP HEIGHT (H) TIE4) OWN CONFIGURATION TYPE I C2 C3 Ca 6F1' 241MAX 12'MIN N/A .:s=F1 •60Fl TAD.. HS20DFT 9 FT' 32' MAX W MIN N/A A. GRADE NIA H 1200 Fl 60R<H%200 FTX x im 4 6 S aL•m ia s 39^ C U'. J C) ; IOW • • Cy s 4N AT GRADE HS200fT HS20DFT Hs20DF7 e_AI$• 60 Fl <Hs IIMFT Ns15FT d . lal iis 4 6N N/A N1MOFl 60 FT<HS200 FT H1200R 4p 141 9N 4S'MAX 24'MIN NIA Ns 13Fl AT GRADE Hs200F1 60FT4HS200Fl. ItN WA Zfi60FTel f 12DR N/ A N2200R I p 16 F1' N/A WA N/A HSiOFT F 60FT1200F1. IO FP N/A ATGRAD6 WA 60 FT <Ii0100fT mF' IpOfl4ll[L BSwa AT GRADE WTI N/A WA N/A 6oFi< H1200R 15-2378 30 fP 6C MAT( 4S' NUN . NIA MIA ._. N/A AT GRADE sub Nis N/ A • - 60 FT < H S 100 FT AG o45[71im0wJ 36 FI' N/A IJ/A AT GRADE AS AN EXAMPLE, THIS TABU IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE MINIM CERTAIN FLORIDA COUNTIES. J TABLE 5 : Vutt=140 MPH, EXPOSURE B FOR USE WITH A RISK CATEGORY II STRUCTURE-) AltOWAeLE ROOF 0P HENSOFT M TIE-0OO WN COXnGURATION TYPE MAXIMUM SURFACE AREA OF UNIT I UNITr Cl C2 C3 Ca UNITS LARGEST HEIGHT WIDTH FACE 6 FT' 24•MAR 12-MIN1, NSSSR H120GR H5200FT Hf200 FTR<H 3120R 9R' 32-MAX LS-MIN ' AT GRADE N1200FT HS20D FT HS200R aR' H1200R M5200R HS200R HS200 FT 6R' HSAO FT 60R<N 1202R Hs200R HS200R HS20OR 9FT' 43'MAX 24'MIN AT GRADE HS200R HS200R H5200R60FT<H SSO FT 12 FT' AT GRADE Hf200R HSIDR H520DFT 60R szoIC40FT iT Hf200R16FT' N/A HiNOFT HSISFT fOR<HslOOR 20 R' N/A H f 200 FT H S IS R H s 200 FT 6pR<HSSBOFT V 25 rV N/A HSAO FT 6OFT<H5200FT ATGRAOE 60FT<HISOFT Hf200FT 6p'MAX AB'MIN - - 30R' N/A AT GRADE NS200 FT 60 FTHSISR <Hf160R36 FT. N/A AT GRADE AT GRADE H5200R 60 TABLE 6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A AM CATEGORY II STRUCTUREM ALLOWABLE ROOFTOP HEIGHT (N) nFmWN fnNFIGNRATION TVPF I AI<IMUM SURFAAREA EH UNIT CE UNITCl C2 C3 I Ca = UNIT•SLAAGESTHEIGHTWIDTHFACE9 ' 6R' ; 2A' MAX 12'MIN I AT GRADE H9200FT I H520DFT I HS20DfGy 9FT' 32' MAX IS•MIN N/A Hi 20D FT HSISR Ht10DR 60 FT< H9 FT a FT' Hf200R Hs200R N9200R HS200FT 6FT' I ATGRADE H5200R Hs200FT I H9200R 160R<N61BDRIH9200 i1 160 H"OFT HS200FT 9 FT' Ae'MAX ia'MW AT GRADE FT < H S 200R 12 FT' 1 N/A Hs200 FT AT GRADE HS20DFT BO R < H 1140 Ft N S 15 FT AT GRADE H 6 20D FT 16 FP1N/A 60R<HS200R 20 FV r N/A R 60< HS200RAT GRADE Hs200FT R 25FT' N/A AT GRADE EOR<Hf 1a0 FT AT GRADE H S 200 FT 16TMAX AB' MIN I 30 FT' I N/A AT GRADE WA H S 200 R 36 FT' WA R ATGADE N/A HS30FT 60R< HS200R TABLE 7 : Vult=140 MPH, EXPOSURE D IFOR USE WITH A RISK CATEGORY II STRUCTURE•) ALLOWABLE ROOF- IOP HEIGHT IN) TIE-OOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT Cl C2 C3 CA UNTTY LARGESTHEIGHTWIDTHFACE6FT' 24' MAX 12*MINN/A HS20DFl Hs30FT N9200FT GOR<NSNOFIATGRADE FT' 32'MAX 15'MIN N/A NS200R SOFT <H SIAOR Ns200FT 4FV HS4OR HL100R Ns200R Hi200R I 60 FT <H s 200 FT I-- ATG1DE 6T 60FT<HIS 100R HS200FT Hs20DFT Hs 200 R• 9FT. a6• MX a'MI 60NSISR R<H1200FT5200FT' T - 12 FT' N/ A H14OFT AT GRADE T Hf 200 FT 60R<Hf 200FT60FT<N%SOR SOFT' N/A AT GRADE N/A Ht20DFT E0R<HS2WR_ _ 19FPNIA AT GARDE AT GRADE H f 200 FT- 60R<HS20OFT 25FT' N/ N/ A tDBpR N/A H5200R 60' MAX AB' MIN • • -- - •- 60R<FM I-- - •__ -_ 30 R' N/ A N/A WA• H"S 40R AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN 60 FT <N S 200 FT COUNTY. CMECK WITH LOCAL AUTHOIIITY HAVING IUAISDICDON AT GRAD ' FOR THE A PUCABIUTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. 36 FT' N/A N/A N/A 60 FT < H 5 200 FT m w N at C, woz 15- 2378 0 0NI P E • R •T• ENGINEERING EXPRESS JT PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT April 14, 2015 Application Number: FL #14239.1-R3 FLB Project Number: 15-2378 Product Manufacturer: BMP International Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS FLB drawing #15-2378 titled "Mechanical Unit Steel Tie -Down Clip: At -Grade and Roof -Top Mounted Applications", sheets 1-5, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Ultimate test loading structural performance has been tested in accordance with A. STM D/7.61-88 test standards per test report(s) #TEL 01970387A and #TEL 01970387B by Tesp MuNlfV oratorie Inc..'Rn STRUCTURAL ENGINEERING CALCULATIONS Raised Eng eer's Seal Valid for65Pa9es !P• t I 9_21Structuralengineeringcalculationshavebeenpreparedwhich evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: A ; 1. Minimum Allowable Unit Width 2. Maximum Allowable Unit Height Frankr 3. Minimum Unit Weight PE004tSJ 8885 4. Maximum Allowable Unit Surface Area 1#0011146% 5. Clip Configuration and Anchor Spacing IL 6. Anchor Capacity for Various Substrates 7. Maximum allowable roof -top heights for various installation wind speeds No 33% increase in allowable stress has been used in the design of this product. 160 SW 12TM AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Qgj&ENGINEERING L=xPRCS5 4/14/2015 BMP International — Steel Tie Down Clips Page 2 of 2 Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). 160 SW 12TH AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 W W W .ENGEXP.COM r it CITY OF SANFORD a~ BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: Historic District: Yes,' , NoA_ Parcel ID: ResidentialioCommercial Type of Work: Ne Addition Alteration Repair Demo Change of Use Move Description of Work: AAN Jrf- Plan Review Contact Person: Title: Phone: Fax: Email: nn Property Owner Information Name 1pttl ar [ If bMMCCA Phone: (- Street: bl r Resident of property? City, State Zip: Contractor Information Name l-A% / / c t' Phone: -t 0 -7- 6g is Street: (531 ' O rSC 0 (_0)C.' U Fax: q0i- -- 53 City, State Zip: 5cnl;:,rd P__ 1 State License No.: C-0— J3 DtitLI 0 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the execut tirmr tract is required in order to calculate a plan review charge and will be considered the estimated construction value of the ' at te of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at t time a permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract a ed th ctual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing info be done in •compliance -with all applicable•laws regulating constt Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID curate and that all work will zoning. of Contractor/Agent No Contractor/Agent's Name Date Signature of N ry-State of Florida Date CHERYL 0 AKERS MYCOMMISSION 962 EXPIRES June 05, 2020 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: nown to Me or Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Effective Date: 4/8/2015 9:19 Expiration Date: 4Y6rf?0 99t99 I Taylor Morrison Schedule B Unless spedfi I Ily Identified herein, terms and conditions of the Master Agreement apply I Thornbrooke 255 DEL -AIR HEATING, AIR CONorrIONING Total Draw McdelNarne Product OOOOBase•'Model• a 152150i0i4QW n/a Discovery SS.9S3.00 Willow Discovery 6,249.00 7,088.00 LV013510 lV - Clare Controls HormfAirt0matlonj6is 152Y50,a:HVAOR" :: 1*7 ,_°. ;a n/a 140.00 140.00 140.00 tV013600 lV:-Z-waveTiermostatHoneywellOW93 152150HVKG.W-. I= n/a 140.00 5140.00 5140.00 RMZZ3010 HVAC-AddIWifialOampe,System-: . I:fWaI'-HVA g ` '3 51,725.00 n/a — n/a n/a RMZZ3013 HVAC c Fll er;Opt:EkdF nk'Al7r Cl&k_F -- 152150=,HVA'C 945.00 n/a n/a n/a RMZ23C36 HVAC=HFatRecoSe Uiift HRV' 132150-HVAC !_ 650.00n/a n/ii n/a RMZZ3019 lHVAC -Mich Fresh AlrMakeup"IERVI' • 152150 - HVAC _ .. 53,360.00 n/a n/a d/b -- RMZZ3020 jHVAC - Vent Microwave / Hood to Outs' 152150 - HVAC I 200.00 n/a Inta n/a I , VP Purchasing OR + I I Purchasing Mng: Modifications and lunges to this document an exyrassry prohWhad. Page I of 1 Date: Printed 4/8/2015 9:20 AM CITY OF SANFORD BUILDING & FIRE PREVENTION 4 PERMIT APPLICATION Application No: - Documlented/Construction Value: $ Job Address: lg RextJ b=Y- -Y -11a (oJ Historic District: Yes B No Parcel ID: Residential Commercial Type of Work: New VAdditionEl Alteration Repair Demo Change of Use Move Description of Work:l G?,I,Ioe IiJ Jir-1,.StjY ic Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name tsb Phone: Q Street: IxL 1 Resident of property? x(' ACity, State Zip: MCA L&MA C/ontractor Information / Name -AVAaA:413Ar7t Phone: `-t 0 - g is Street: tsco Fax: LILL Z P, -a City, State Zip:eat%: State License No.: C_k48;) Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5", Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application E 4. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at t e of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the ti e'rmit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract excee a al construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing i be done in compliance with all applicable' laws regulating coi Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID s curate and that all work will in.wfd zoning._ of Contractor/Agent L Date s Name V q Vl 5/10 rySignatureofNot -State of Florida ate CHERYL D AKERS a MY COMMISSION # FF998962 EXPIRES June 05, 2020arid,. t4071398-0163 Fbndallotar4ervke.eom Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY A Known to Me or Permits Required: Building Electrical Mechanical Plumbing[:] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No • # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application I Taylor Morrison:Sch-edule 8 Unless ipecifililly lkdentillled herein, terms and cmid1don, of the Master Agreemi:n, apply Effective Date: 4/8/2015 9:19 Expiration Date: okoei"" VP Purchasing OR Purchasing Mng;' lmoMkft and changes to this dommat am vwres* as Page 1 of I preldWte& Oate:- Printed 418/2015 920 AM `105 2 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: to _ al Documented Construction Value: $ 5R _ Go Job Address: LQ 113 Lp" - Historic District: Yes No E Parcel ID: Residential commercial Type of Work: New 5Addition Alteration Repair Demo Change of Use Move Description of Work: A LL Plan Review Contact Person: Title: Phone: Fax: Email: LY Property Owner Information Name 14t! 1 VU(1'j 3Y Phone: Street: AgN) LLQ.Le Lt.C:i .vx l}r' Resident of property? • _JUU City, State Zip: rl'-3D-l5 Contractor Information Name l—A_v16A:t.ejc r't% Phone: go Street: l TSGC ( )QUA Fax: t7 - o53 City, State Zip:Sary, t'.1' t-' %% 1 State License No.: " 3 LiO Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application l NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time t ermit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed t c al construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing informatio ac rate and that all work will be done in compliance with all applicable'laws regulating construct' an oning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID fgnature of Contractor/Agent / Date 46640,IeC sD ant Contractor/Agent's Name Signature of CHERYL 0 AKERS MY COMMISSION # FF998962 k EXPIRES June 05, 2020 114071396-0123 F10(id8N0t8ry5crvwe.cym t Contractor/Agent is _L,--Kersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No ' # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised- June 30, 2015 Permit Application Of aY_ up1.lYUp1) Iwl nuJ vabOOr NIMV' Oft..R HFATPX.MR MMOtTRININGLCIX0v10.1. 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C101YYw rawlapt Ogvts..•I •r..OW.l+wr/(v r..a.r a _. INlN rNK _- - Y NIIYTO OOCr.Sr•N fOg1 1GOr as OLL •!N•IaQ NCCvdlOrlga N,,b, Ir0 \Noma 0l 1-1 N! 4/n/plL ll l)M1 t CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION f ,D, Application No: Documented Construction Value: S Job Address: W 4 r rwL Cn/ - l l 0 Historic District: Yes No Parcel ID: Residentia#,, Commercial Type of Work: NewX Addition Alteration Relpair DemLa o Change of Use Move Description of Work: 'ti,'4' a 0&nnv a ap p(c-, O 41 NJy Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 1 1 `vt Phone: N I A' Street: Lab (., Resident of property? City, State Zip: I n `cMayd ,61 Contractor Information // // Name —7—to G (-/tom Phone: t0-7- Street: 3 Cod nn rSaaco 13 ( 0 LA Fax: - 6JJp City, State Zip: ar\:trxt4 t"L- State License No.: 3 O Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the dateof application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application e -4% NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actua struction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the,foregoing information is a nd that all work will be done in compliance with all'applicable"laws regulating construction aDdzo Z l M!qLLSignatureofOwner/Agent Date Sign re of Contractor/Agent —Sate Print Owner/Agent's Name I Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Name 1h. J/l Signature of Note State of Florida ate CHERYL 0 AKERS MY COMMISSION # FF998962 Lr EXPIRES June 96.2020 n rac or gent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No ' # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application Taylor. Morrison Schedule B Unless spedRc311y Identified herein, term and cordiions of the Master Agreement apply Effective Date: 4/8/2015 9:19 Expiration Date: TThWbrooke 25i 0-W' bfcc)L lam+ 6g ,, k Tota I Draw Product Code Product Description Craft Code 0008 UMLSO. IN—VAG Model Name Birch Discovery Redwood Discovery Willow Discovery LV'0— jj5 f0jffV It7y-Xo--ar7e(Wvl—tml R 8S ti t pT ' T if7Vz- ave ermostaRkicerkey.wel W" a -W ITR Kok A21i= n n1a 140'00 240.00 140.00 S140,00 140.00 S140.00 iMl H= VAQWd Fti—onal 1,7 2S:00 n/i 11BA1150—es- FeW 945.00 h/i n/a E IMZZ30 IH—V—A—C4M—e -Meth —MshTA I rTM—S Makeup =UP (VRV R Soo-bo 03,306. DO a VP Purchasing OR Purchasing Mng' Date:. WdIficodom; and changes to this doannimi ire expren.11f proWted. Page lofl. Printed 44/ 261S 92CAM e, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION t" D Application No: lip - Documented Construction Value: $ 16$% Job Address:%__QQLHistoricDistrict: Yes No Lys Parcel ID: Z Residential 2Commercial Type of Work: New VAddition 0 Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Fax: VS Email: Title: Property Owner Information Name —T6 1UW Phone: 0 Street: L Resident of property? City, State Zip:MaA1n&d i( Contractor Information jj Name he- AAAaliinc,cIrk `-f Phone: go-7- Street: tsco Fax: 0 — 53 City, State Zip: Sary State License No.: 3 U O Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is re red in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time tttal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the at ' ssued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the al co ruction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information ` ccura be done in compliance with a f applicable•laws regulating constructio and zo g. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID and that all work will r/ 4 of Contractor/Agent Name Signature of No -State of Florida 0 CHERYL 0 AKERS . MY COMMISSION p FF998962 EXPIRES June 05, 2020 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Taylor Morrison Schedule B Unless specifically Identified herein, terms and conditions of the Master Agreement apply Effective Date: 4/8/2015 9:19 Expiration Date: 4 ----- -- Thombrooke 25s DEL-AIR HEATING, AIR CONOfrIONING & Ora Product Code Product Description I Craft Code OOOOBsse" - '"'!`";"-" Base Mo'de:l "---` z? i52150:'INNIIC n/a Birch Discovery Redwood 5;953:00 Discovery Willow Discovery 56,249.00 " $7,088.00 LVD13-510 LV'-Care.COntrolslHomelAtitotnatloit?9is 152350ZINVA M n/a 140.00 140.00 $140.00 LVb13600 LV- 4iieilliem?osta£Honeywe150= llW8321S2HVACsa,!:-Win':iAW-vffiin/a 140.00 S140.00 5140.00 RMZZ3010 HVAC- AdaltionalOam P.SysWR` -":, 152150:=HVA'Cit `s 3s ''t'' 51,725.00 n/a n/a - n/a ZZ RM3013HVAC Fllter Opt•Eletx7oei Air Clea`tier; 152150;: HVAC ' 1 `" ` ^ ` "' ` 945.00 ti/a n/a n/a RMZZ3016 HVAC - Heat Recovery Unit: (HRV) 152190,, HVAC, - ''_ 650.00 4/a n%a n/a RMU" 19 HVAC - Mech Fresh AlrlMskeup (ERV); - 152130: HVAC - - 3,360.00 n/a n/a ti/a RMZZ3020 JHVAC - Vent Microwave / Hood Lo Outs' Ban` HVAC. 200.00 n/a Inja --- n/a VP Purchasing OR Purchasing Mng: Modifications and changes to this document an expressly prohibited. pap 1 of 1 Date: printed 4/6/20159:20 AM 1 I Contractor j I T 7 Cry AUG 91 2016 LBY__J__ OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /4 - ,!AaOq Documented Construction Value: S wlee Job Address: CD // f2 00 k / Historic District: Yes ElNo,, Parcel ID: Residential Commercial Type of Work: New J9 Addition Alteration Repair Demo Change of Use Move . Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Named ar r' Phone: 401 Good -00'11 Street: Q(oCO L.C,-Ey— L!t ci a ^ [)W- _Ae5c l Resident of property?: 0 City, State Zip: MQL+1QS1=J ru 32- 51 Contractor Information Name .M0 lo. Ie-r-# caL -1a • c: Phone: L4C" Street: a I53 :2..r- Ic e..2i Fax:. 4c" 1% Q - -113', City, State Zip:.. Orll .d a• t State License No.: coc oo Shy Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: . E-mail: Bonding Company: Address: Mortgage Lender: Address: e x WARNING -TO OWNER: YOUR FAILURE TO RECORD A NOTIMOF COMMIENCE•MENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT "MUST BE RECORDED AND $USTEf) Ot4 'TH9 70B •SI'TE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO- OBTAIN _ FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Si° Edition (2014) Florida Building Code 1. —_,.. A^.0 PermitApplicetion CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: //o Documented Construction Value: $ W106 JobAddress: ' j Historic District: Yes (INoA Parcel ID: _ Residential Commercial Type of Work: New J3 Addition Alteration Repair Demo Change of Use Move 0. Description of Work: - ,L Ct te ; Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Iyame i.u,c r' Phone: 40`1 Coolal -00 "1 "? Street: oZCoc20 LIB t_t .r Q r ` o Resident of property?: c City, State Zip:, MN +IQcJc M- 3,51 Contractor Information, Name - A t j It..- tee_ a- q;rs Phone: LICn gl a-I da o" Street: a 15"3 Fax: iL 1 c • `l 1-t l City, State Zip: ' ' r`1 a FL- $ • -State License No.: ECD000 159 Name: Street: Architect/ Engineer Information Phone: Fax: City, St, Zip: E- mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO.OWNER: YOUR FAILURE.TO.RECORD. A NOTICE.OP COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 'BE RECORDED AND POSTED ON THE )OMB ME BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced priortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction, in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of thatdate: 56 Edition (2014) Florida Building Code n n c Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of CoNractor/Agent Date iAiYlt 118.,E Print ontractodAgent,s Name 3 v to JcAREN HUGHES Notary Public - Slate of Florida My Comm. Expires Mar 26. 2017 Commission N FF 002174 Bonded Through Nilional Nolory Assn. Contractor/Agent is ___ / Personally' K- own to Me or Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical J Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: LO 0 5 I Y)0&.9 1 meo pab New Construction: Electric - # of Amps is-0 of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: COMMENTS: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 201S Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 16 / / Documented Construction Value: $ W/d O Job Address: lol '' / o/ -' o Historic District: Yes NoX Parcel ID• Residential Commercial Type of Work: New19 Addition Alteration Repair Demo Change of Use Move Description of Work: G1W %G Plan Review Contact Person: Title: Phone: Fag: Email: Property Owner Information IYame71 Phone: 40-1oZ9 - 00 '11 Street: Qr:w 1 t • r a ^ p' Resident of property? City, State Zip: mc.,A -.,-_A 3-151 Contractor Information Name 1'Yl l le e ry ^ 4 Sne-1=_ •=cPhone: -IC9'1 `12t-1$210" Street: a 153 Fax: y(1 1 c • "l 111 City, State Zip: Or`l ow dL-$ State License No.: Architect/ Engineer Information Name: Phone: Street: Fait: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING - TO- OWNER! YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB 'SITE 'BEFORE THE FIRST INSPECTION. IF YOU INTEND TO.OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code o.. .. ,. ,..... 1A 7n l c Permit Application NOT -ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 913. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating. construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID igwjtre of CoMractor/Agent to Print Contractor/Agent's Name , l t iars i Srate ofFIVIIENHUGHES Date Notary pppddlic - State of Florida My Comm. Expires Mar 26. 2017 Commission # FF 002174L,q4'u id•,• Bonded Through National 110lary Assn. Contractor/Agent is personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electric l Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: ua - & & 'fYJ0&xA i R e 1-f New Construction: Electric - # of Amps 16y Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:./ 6 -•a2 /a Documented Construction Value: $ i,90 Job Address: 6 ,;2 a Ae C'>2- D' Historic District: Yes NoX Parcel ID: Residential Commercial Type of Work: New Addition ElAlteration ElRepair Demo Change of Use ElMove El. Description of Work: J4L e >L- ke i C_ /9 1 Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Named r' Phone: 401 CoA9 -00 1- 12 Street: Q(oco L c I it-6 ",{A [),r SL 2f>o Resident of property? City, State Zip% Mar +!QAJ Contractor Information l Name. Phone:-IC?'t o - aa a Street: ellfi> Fax: 4Cn- City; State Zip: t'Jt"l ou-, rc $ State License No::-- Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING- TO.OWNER: YOUR FAILURE .TO:•RECORD•A NOTICE OF C0MMEi4CENENT. MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE • RECORDED ANb POSTER ON THE JOB SITE'BEFORE THE FIRST INSPECTION. IF YOU INTEND TO, OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of thaidate: 51° Edition (2014) Florida Building Code o...:.. 1..-. In ')n l It Permit Application TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating• construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary-S(pte of Florida . Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Cont for/Agent— A fn 111L.P44-- Print ContractodAgent's Name Si of0tostiteo FI ikRENHUGHEel)ate No ary Public -State of Florida ,. yf My Comm. Expires Mar 26.2017 V.Commission H ff 002174 BBondcd Through National Notary Assn. ' Contractor/Agent isPersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricalal Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: LSP.-* Go, j wt iB ,a'L G r-r New Construction: Electric - # of Amps /. S OPlumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: • WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2015 Permit Application Job Address: /P_?- 4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S /-`/O U tistoric District: Yes NoK Parcel ED: ResidentiaVI Commercial Type of Work: New Lp Addition Alteration Repair Demo Change of Use Move Description of Work: L z_ c c fn r' t— Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name_w,c t1cs,rfY)mri_n,zm -Wanner _ Phone: 4Cn CQR9 -00')' 1 Street: cpcz 0 Lcaa Lst 6 zn IW --)L Resident of property? : X0 City, State Zip:. me ;+JQnrl I_ 3a—I51 Contractor Information Name J-11 jAI&,,-FCe--c- _q a,-%t ;c:g 2;r,r_ Phone: L4C1] %lck-f c&'& Street: a l Fax: 40-1 City, State Zip: Or'l 0---' d b VL- State License No.: F_CDC 5R9 . Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING -TO -OWNER: YOUR FAILURE TO -RECORD A NOTICE OF POMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE REC601tb AND Pi) TED ON 'THE J•OB 'SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO' OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised- June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating• construction and zoning. Signature of Owner/Agent Date Print Owner/Agent:s Name Signature of Notary-Stpte or Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID A L :/3 1) A, Signature of Contrector/Agent fOate Print Contractor/Agent's Name iA$blic - Slate of tiiioa 1 e M omm. Expires Mar ei ; Commissier! # FF 002174 8011ded Through National tlolary Assn.. h Contractor/Agent is personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricals Mechanical Plumbing Gas[) Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy. Load: Lo-* 6 ( lyylkdRa a _0 cvii.o.v New Construction: Electric - # of Amps SU Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: of Stories: Plumbing - # of Fixtures, of Heads Fire Alarm Permit: Yes No UTILITIES: . WASTEWATER: . . ENGINEERING: FIRE: BUILDING: Revised: June 30. 201 S Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /,, Documented Construction Value: S 4/o e), Job Address: .3 0 Historic District: Yes No, Parcel TD: Residential0 Commercial Type of Work: New 14 Addition Alteration Repair Demo Change of Use Move El. Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Iyame ol u ar Phone: 4 a -00 21 Street: Resident of property? : c City, State Zip:,(Yl0.: QCeJ 0-- 3 Contractor Information Name Y'Y1 r_11 tjO `L' 1 . ^- Phone: L4Cr1 %l a - k%a a Street: 3 I1^Q--- . -{' Fax: City, State Zip: '0r4o-&A d a' rL- •5a$03 •. State License No.: EC-0CX O S9 Name: Street: City, St, Zip: Architect/Engineer Informatidn Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO.OWNER: YOUR FAILURE TO RECORD.A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT 'Mtfs'r BE • • - RECORDED AND POSTED ON *THL JOB •SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of thatdate: P Edition (2014) Florida Building Code RP-vicPA- Minn 1A 7015 Permit Application NQTICE; Iq addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based tin the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating -construction and zoning. Signature of Owner/Agent Date Print OwnedAgent.s Name Signature of Notary -State of Florida Date . Owner/Agent is Personally Known to Me or Produced ID • Type of ID SA=:, C./A: Signature of Coatrsotor/Agent Date e A tYl i l lQ.t Print ContractodAgent's Name IUGf1ES tattq ff lldtilic • State of FIMIdr MyXVnm. Expues Mar 26. 2017 Commission FF 002174 0 Donded lhfough Nd*:'^t,?I t;;l?'; A!:. Contractor/Agent is personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricals Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: . Lja to fy-ioR. i t4/,1_ 1 v •4-' New Construction: Electric - # of Amps_ /.5yPlumbing • # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILI• TIES: WASTE WATER: ENGINEERING: . FIRE: BUILDING: Revised: June 30, 2015 Permit Application RECORD COPY t1 r 2 7"a FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING -CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot64ThornbrookeTH'sWillowGRE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number 6 2 2 0 9- Owner: Jurisdiction: Design Location: FL, Orlando 4A 1SCIO 1. New construction or existing New (From Plans) 9. Wall Types(2605.1 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 940.00 ft' b. Frame - Wood, Common R=13.0 745.78 ft' 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 648.67 ft' 4. Number of Bedrooms 3 d. other (see details) R= 270.67 ft' 10. Ceiling Types (1518.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1470.00 ft 6. Conditioned floor area above grade (ft') 2063 b. Knee Wall (Vented) R=30.0 48.00 ft' Conditioned Floor area below grade (W) 0 c. 11. Ducts R= It' R ft' 7. Windows(258.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 412.6 a. U-Factor: Dbl, U=0.34 202.64 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.34 30.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 34.8 SEER:15.20 c. U-Factor: Dbl, U=0.58 21.33 ft' SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 4.00 ft' a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: other (see details) Area Weighted Average Overhang Depth- 2.075 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2063.0 sqft.) Insulation Area EF: 2 400 a. Slab -On -Grade Edge Insulation R=0.0 770.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 712.00 ft' None c. other (see details) R= 581.00 ft' 15. Credits Pstat Glass/ Floor Area: 0.125 Total Proposed Modified Loads: 50.41 PASS Total Baseline Loads: 53.93 1 hereby certify that the plans and specifications covered by Review of the plans and PUKE SN, this calculation are in compliance with the Florida Energy Code. specifications covered by this indicates ti.+ ' _ 0; calculation compliance vj` ii„ with the Florida Energy Code. PREPARED BY: Before construction is completed Gv DATE: _--_ 7/25/16 _ _ this building will be inspected for 04 0 -- a compliance with Section 553.908 o 1 hereby certify that this building, as designed, is in compliance Florida Statutes. I,1, with the Florida Energy Code. OWE OWNER/ AGENT: _- /P BUILDING OFFICIAL: DATE: - - - f 6- - - DATE: -- --Ss• 14-1(,•- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 7/ 25/2016 11:04 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot64ThornbrookeTH'sWillow Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2063 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON HOME Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, Slate, Zip: Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily TempJDesignLocationTMYSiteZone97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2063 17505 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 770 7161 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1293 10344 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulalio Floor 1 69.5 ft 0 770 ft' 0.2 0 0.8 2 Floor Over Other Space Floor 2 ____ ___ 712 ft' 0 0.2 0 0.8 3 Raised Floor Floor 2 ____ ___ 136 ft' 19 0 0 1 4 Floor over Garage Floor 2 -__- ___ 445 ft' 19 1 0 0 ROOF Roof Gable Roof Solar SA Emitl Emilt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1525 fF 342 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC IRCCTypeVentilationVentRatio (1 in) Area RBS 1 Full attic Vented 300 1364 ft' N N 7/25/2016 11:04 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 48 ft' 0.11 Wood 2 Under Attic (Vented) Floor 1 38 1470 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wall Type Space R_Value-Et-In-Et-In Area-R Value-EracGon-Absor._Grade%_ 1 E Exterior Frame - Wood Floor 2 13 23 6 8 0 188.0 ft' 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 2 0 9 4 18.7 ft' 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 9 0 8 0 72.0 ft' 0 0.23 0.6 0 4 S Exterior Concrete Block - Int Insul Floor 1 4.1 6 0 9 4 56.0 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 23 6 8 0 188.0 ft' 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 24 6 9 4 228.7 ft' 0 0 0.6 0 7 N Exterior Frame - Wood Floor 2 13 61 6 8 0 492.0 ft' 0 0.23 0.6 0 8 N Exterior Concrete Block - Int Insul Floor 1 4.1 37 0 9 4 345.3 W 0 0 0.6 0 9 Garage Frame - Wood Floor 1 11 29 0 9 4 270.7 ft' 0 0.23 0.01 0 10 S Neighbor Frame - Wood Floor 1 13 35 4 9 4 329.8 ft' 0.23 0.01 0 11 S Neighbor Frame - Wood Floor 2 13 52 8 416.0 ft' 0.23 0.01 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 3 ft 6 in Drapes/blinds Exterior 5 2 W 5 Vinyl Low-E Double Yes 0.34 0.29 45.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds Exterior 5 3 W 6 Vinyl Low-E Double Yes 0.58 0.32 21.3 ft' 14 ft 0 in 0 ft 0 in None None 4 W 6 Vinyl Low-E Double Yes 0.34 0.29 58.6 ft' 1 ft 0 in 10 ft 6 in Drapes/blinds Exterior 5 5 N 7 Vinyl Low-E Double Yes 0.34 0.29 30.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds Exterior 5 6 N 7 Vinyl Low-E Double Yes 034 0.29 30.0 ft' 1 ft 0 in 5 ft 6 in Drapes/blinds Exterior 5 7 N 7 Vinyl Low-E Double Yes 0.35 0.31 4.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds Exterior 5 8 N 8 Vinyl Low-E Double Yes 034 0.29 39.1 ft' 1 ft 0 in 10 ft 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 458 W 384 ft' 64 It 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00027 14588 80.08 150.61 2423 5 7/25/2016 11.04 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heal Pump Split HSPF:8.7 32.8 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow Block Ducts 1 Central Unit Split SHR SEER: 15.2 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cerl Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS J Supply --- Return--- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 412.6 ft Attic 103.15 Default Leakage Attic Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingan Heatin Feb Jan HFeb MarJX Mar A r APrW may Jun X Jul May Jun Jul AufAuSeprl Se Oct Oct Nov Nov Dec XDec tXVentin [ Jan Feb Mar Apr [ May Jun Jul Aug Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/ 25/2016 11:04 AM EnergyGaugeO USA - FlaRes2014 Section R405 4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 c. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 940.00 ft2 b. Frame - Wood, Common R=13.0 745.78 ft 1 c. Concrete Block - Int Insul, Exterior R=4.1 648.67 ft' 3 d. other (see details) R= 270.67 ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1470.00 ft' 2063 b. Knee Wall (Vented) R=30.0 48.00 ft' c. N/A R= ft' Area 11. Ducts R ft' 20264 ft' a. Sup: Attic, Ret: Attic, AH: Attic 6 412.6 30.00 ft' 12. Cooling systems kBtu/hr Efficiency 21.33 ft' a. Central Unit 34.8 SEER:15.20 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= 4.00 ft' 13. Heating systems a. Electric Heat Pump 2.075 ft. 0.289 Area 14. Hot water systems 770.00 ft' a. Electric 712.00 ft' Conservation features 581.00 ft' None None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: _ _ _ _ _ _ _ City/FL Zip: kBtu/hr Efficiency 32.8 HSPF:8.70 Cap: 50 gallons EF: 2.4 Pstat O gKE STgr f 4 cOD WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/25/2016 11:04 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot64ThornbrookeTH'sWillowGRE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/25/2016 11:04 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v4.0 7/25/2016 11:04:08 AM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot64ThombrookeTH'sWillowGRE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL. Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. i I hereby certify that the above envelope leakage I Where required by the code official, OFFOE ST_ ATEperformance results demonstrate compliance testing shall be conducted by an = ? 4 with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: I PRINTED NAME: approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: - — - --- -- — DATE: 7/ 25/2016 11:04 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar CDD WF i Page 1 of 1 Manual S Compliance Report Job: LotWhombrookeTH's... F'd- wrightsoft' P P Date: 7i9n014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL32771 Phone' 407.333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Design Conditions Outdoor design DB: 92.5°F Sensible gain: 25907 Btuh Entering coil DB: 77.2°F Outdoor design WB: 76.3°F Latent gain: 4411 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 30319 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 28146 Btuh 109% of load Latent capacity: 5131 Btuh 116% of load Total capacity: 33277 Btuh 1100/6 of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 21327 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 32179 Btuh 151% of load Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 6.3 kW 100% of load Temp. rise: 0 OF The above equipment was selected in accordance with ACCA Manual S. C wri htsoft` 2016-Jul-2511:09:59 9 Right -Suite® Universal 20I7 17.0.03 RSU24011 Page I AC01...TH'sWillowGLE%Lol64Thombrook@TH'sWillowGRE.rup Calc - MJ8 House laces: E Component Constructions Job: LOt64ThOmbrOOkeTH'S... wrightsol L r Date: 7/9/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333-3853 Web: WWW DEL-AIR.COM Project• • For: TAYLOR MORRISON HOMES Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 17 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain 112 BWh/W-'F ft'F/aWh 81uh/11" BWh 81uh/ht 8Wh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 428 0.091 13.0 2.58 1102 2.34 1003 fnsh, 2"x4" wood frm, 16" o.c. stud a 158 0.091 13.0 2.58 407 2.34 370 s 72 0.091 13.0 2.58 185 2.34 169 w 143 0.091 13.0 2.58 368 2.34 335 all 801 0.091 13.0 2.58 2063 2.34 1877 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 282 0.201 0 5.69 1606 4.35 1229 board int fnsh a 19 0.201 0 5.69 106 4.35 81 s 56 0.201 0 5.69 318 4.35 244 w 149 0.201 0 5.69 847 4.35 648 all 506 0.201 0 5.69 2878 4.35 2202 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" a 44 0.032 30.0 0.91 40 2.38 105 gypsum board int fnsh Partitions 12B-Osw: Firm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" 253 0.097 11.0 2.75 694 1.74 440 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 30 0.340 0 9.62 289 10.3 308 1/8" thk, NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It w 45 0.340 0 9.62 433 28.3 1274 overhang (5 it window ht, 0.7 ft sep.); 6.67 it head ht all 75 0.340 0 9.62 722 21.1 1582 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, n 30 0.340 0 9.62 289 10.3 308 1/8" thk; NFRC rated (SHGC=0.29), 50% drapes, medium; 1 ft overhang (5 ft window ht, 5.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, n 4 0.350 0 9.90 40 10.8 43 1/8" thk: NFRC rated (SHGC=0.31), 50% drapes, medium; 1 It overhang (2 ft window ht, 0.7 ft sep.): 6.67 it head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, n 39 0.340 0 9.62 374 10.3 399 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It w 58 0.340 0 9.62 561 28.8 1677 overhang (6.3 it window ht, 10.5 ft sep.); 6.67 it head ht all 97 0.340 0 9.62 935 21.4 2077 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, a 30 0.340 0 9.62 289 26.4 793 1/8" thk: NFRC rated (SHGC=0.26); 50% drapes, medium; 1 It overhang (5 ft window ht, 3.5 it sep.); 6.67 it head ht wri htsoft" 2016-Jul-251109.59 9 Right-Suile® Universal 2017 17.0.03 RSU24011 page I ACC3A..TH'sWillowGLBLot64ThornbrookeTH'sWdlowGRE.rup Calc - MJ8 House laces: E IOC-v: 2 glazing, clr low-e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, w 21 0.580 0 16.4 350 11.8 252 1/8" thk; NFRC rated (SHGC=0.32); 14 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 197 12.0 214 all 42 0.390 0 11.0 462 12.0 502 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1364 0.026 38.0 0.74 1004 1.41 1924 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" lhkns, r-19 cav ins, amb ovr 136 0.050 19.0 1.41 192 0.71 97 2OP-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 445 0.050 19.0 1.41 630 0.71 317 22A-tpl: Bg floor, light dry soil, on grade depth 70 0.989 0 28.0 1945 0 0 C Wf 1 htsoft" 2016-Jul-2511.0959 CA 9 Right -Suite® Universal 2017 17 0.03 RSU24011 Page 2 TH'sWillowGLE\Lot64ThornbrookeTH'sWillowGRE.rup Calc = MJ8 House laces. E ecProt Summary Job: LotWhombrookeTH's... Wrightsoft' y Date: 7/9/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407.333.2665 Fax: 407.333.3853 web. WWW.OEL-AIR.COM For: TAYLOR MORRISON HOMES Notes: LS 7/25/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16394 Btuh Structure 18539 Btuh Ducts 4933 Btuh Ducts 7368 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21327 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25907 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3006 Btuh Ducts 1405 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 2063 2063 Equipment latent load 4411 Btuh Volume (ft3) 18224 18224 Air changes/hour 0.41 0.21 Equipment total load 30319 Btuh Equiv. AVF (cfm) 125 64 Req. total capacity at 0.75 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-036-230-19 Cond 14HPX-036-230-19 AHRI ref 7044407 Coil CBX27UH-036-230'++TDR AH R I ref 7044407 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.2 SEER Heating input Sensible cooling 26100 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 26 OF Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wri htsofft• 2016-Jul•2511:09.59 9 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 1 Ii...TH'sWillowGLE\Lo164ThornbrookeTH'BWdIowGRE.rup Calc - MJ8 House laces: E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone- 407.333-2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM Job: LotWhombrookeWsWillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 187.0 It 8.5 It 2147.8 IR great mt 34.0 It 9.3 It heat/cool 15.0 x 130 It 195.0 It= Ty Construction number U•value 13tuh/112-•F) Or HTM at III Area (Itl I or perimeter (It) Load atuh) Area (Ill or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 11 F-1 D 13A-2ocs 2A•2ov 1100 0.201 0.340 0.390 n n n 5.69 9.62 11.04 4.35 10.28 11 99 345 39 24 282 0 24 1606 374 265 407 289 1229 399 288 370 793 121 0 0 121 0 0 690 0 0 528 0 0 yyl/ 12C-0sw 2A•2ov 0.091 0.340 a e_ 2.58 9.62 2.34 26.42 188 30 158 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.69 4.35 19 19 106 81 0 0 0 0 W 16A_30_4d 12C-0sw 13A•2ocs 0032 0_091 0.201 e_ s s 091 2.58 5.69 2.38 2.34 4.35 44 44 4Q 105 0 0 0 0 W _ W 72 56 72 56 185 318 169 244 0 0 9 0 56 56 318 244 Vy t-C 12C-0sw 0.091 0.340 w w 2.58 9.62 2.34 28.30 188 45 143 2 368 433 335 1274 0 0 0 0 0 0 0 0 V---G 1- -G 2A-2ov 13A-2ocs t0C-v 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 11.79 28.79 229 21 58 149 43 0 847 350 561 648 252 1677 140 0 58 82 0 0 465 0 561 355 0 1677 qq O 12B-0sw 11 DO 168 p 0.097 0 390 0.026 n_ 2.75 11_04 1.74 11-99 271 18 253 18 694 197 440 214 0 0 0 0 0 0 0 0 0.74 1.41 1364 1364 LQQ4 1924 Q 0 F 20P-191 0.050 1.41 0.71 136 136 192 97 0 0 0 0 F 2OP•191 0.050 1.41 0.71 445 445 630 317 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 784 70 1945 0 195 34 952 0 6 c) AED excursion 1247 748 Envelope losstgain 12531 13765 2985 3553 12 a) Infiltration b) Room ventilation 3863 0 1224 0 751 0 238 0 13 Internal gains' Occupants 0 230 Appliances/other 5 1150 2400 3 690 0 Subtotal (lines 6 to 13) 16394 18539 3736 4480 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 30'/6 40% 0 0 0 16394 4933 0 0 0 18539 7368 20% 209% 0 0 0 3736 747 0 0 0 4480 896 Total room bad Air required (clm) 21327 I160 25907 1160 4483 244 5376 241 yl 12C•Osw 0.091 n 2.58 234 492 428 1102 1003 0 0 0 0 2A•2ov 0.340 n 9.62 10.28 30 0 289 308 0 0 0 0 Il-{G^ 2A-2ov 0.340 n 9.62 10.28 30 0 289 308 0 0 0 0 2A-2ov 0.350 n 9_90 10.76 4 0 40 43 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4C fi wrightsoft' 201CrJul•25 It 09:59 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 1 TH'SWiIIOwGLE\L0164ThOrnbrookeTH'sW41owGRE rip Cak - MJB House laces: E Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4C fi wrightsoft' 201CrJul•25 It 09:59 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 1 TH'SWiIIOwGLE\L0164ThOrnbrookeTH'sW41owGRE rip Cak - MJB House laces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: LotWhombrookeWsWillo... Date: 7/9/2014 By: FJF 1 Room name cafe pwdr 2 Exposed wall 21.0 It 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 22.5 x 11.5 If 258.8 ft2 4.5 x 9.0 If 40.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (III Load number Stuh/(t2-•F) Btuh/It2) or perimeter (It) Stuh) or perimeter (It) Stuh) Heat I Cod Gross I N/P/S Heat I Cod 1 Gross I N/PIS Heat I Cod I 2w I I OIG0.350I n 9.90I 10. 6I OI OI OI OI OI OI OI 1 .iM •L(x:i 2A-2ov IOC-v V."1 11 .7.V7 4.JJ IV/ 0.340 n 9.62 10 28 39 w I 16.41I 11. 9I 21I 21 0 01 61 c) AED excursion 1 103 1 1 -7 Envelope loss/gain 2084 1344 218 132 12 a) Infiltration 464 147 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 610 13) 1 2548 1721 218 132 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redslributlon 0 0 0 0 14 Subtotal 2548 1721 218 132 Duct bads 20'/0 20% 510 344 20'/6 2( 44 26 r15 Total room bad 3057 2065 261 158 Air required (c(m) 166 922 14 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A 41- wrilghtsoft- 2016-Jul-25 11 09.59 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 2 TH'sWillowGLELLot64ThornbrookeTH'sWillowGRE.rup Calc = MJ8 House laces E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONINC531CODISCOWAY. SANFORD. FL771 h32one: 407.333.2665 ax: 407-333.38W Web WWW.DEL-AIR.COM Job: LotWhombrookeWsWillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area kitchen 14. 5 it 9. 3 It heal/cool 1. 0 x 289.3 it 289. 3 IR mstr wic 12. 5 It 8. 0 It heat/cool 6. 5 x 13.0 It 84. 5 It2 Ty Constrnumber n Btut1/ IU-val F) Or at III orr perimeter (it) o or perimeter perimeter (It) Load Stuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C-Osw 2A- 20v 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 0_ 350 n n n n 2. 58 9. 62 9. 62 0. 90 2. 34 10. 28 10. 28 10. 76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 I-- G ll- 1 --000 13A- 2ocs 2A- 2ov 1100 12C- 0sw 2A_ 2ov 0. 201 0. 340 0, 390 0. 091 0. 340 0. 201 n n n a e_ 5. 69 9. 62 11. 04 2. 58 9. 62 4. 35 10. 28 11. 99 234 26. 42 117 0 24 93 0 24 527 0 265 0 0 403 0 288 0 0- 0-0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs a 5.69 4.36 0 0 0 0 0 0 0 0 W W W t1A- 3Qad 12C- 0sw 13A- 2ocs 0_ 03_2 0. 091 0. 201 s 5 s U_ 9t. 2_ 58 5. 69 2_ 38 2_ 34 4. 35 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 48 0 48 0 124. 0 112 0 Vy t_ G 12C- 0sw 2A- 2ov 0. 091 0. 340 w w 2. 58 9. 62 2. 34 28. 30 0 0 0 0 0 0 0 0 52 0 52 0 134 0 122 0 13A- 2ocs 10C- v 2A- 2ov 0. 201 0. 580 0. 340 w w w 5. 69 16. 41 9. 62 4 35 11. 79 28. 79 19 0 0 19 0 0 106 0 0 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12B-0sw 11DO 0. 097 0_ 390 n 2. 75 tt A11.99 0. 74 1. 74 1. 41 191 18 173 18 476 197 302 214 0 0 0 0 0 0 0 0. 1 0 0 0 0 85 85 62 11$ F 20P_19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 289 15 406 0 0 0 0 0 6 c) AED excursion 123 1 .20 Envelope losstgain 1977 1165 320 333 12 a) Infiltration b) Room ventilation 320 0 101 0 237 0 75 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 1200 0 0 0 Subtotal ( lines 6 to 13) 2297 2466 5561 408 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 20'/0 20^/a 0 0 0 2297 459 0 0 0 2466 493 42% 581. 0 0 0 556 232 0 0 0 408 235 Total room load Air required (cfm) I 1 2757 11502960 133 789 43 643 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A - Fid- wrightsoft- 2016-Jul-25 11:09.59 Right - Suite® Universal 2017 17 0.03 ASU24011 Page 3 TH' swillowGLE\L0164Thombrook@TH'sWillowGRE.rup Calc - MJ8 House faces: E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone. 407-333.2665Fax: 407-333-3853 Web. WWW.DEL-AIR.COM Job: LotWhombrookeTH'sWillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr rm 31.5 It 8.0 It heat/cool 16.0 x 15.5 ft 248.0 fR laundry 0 1t 8.0 It heat/cool 6.5 x 9.0 It 58.5 It2 Ty Construction number U-value Btuh/ftx•F) Or HTM 81uh/112) Area (fly or perimeter ((l) Load Bluh) Area (Its or perimeter (11) Load Btuh) Heat cool Gross N/P/S Heat cod Gross N/P/S Heat cod 6 12C-Osw 2A-2ov 2A-2ov 2A•2ov 0.091 0.340 0.340 0.350 n n n n 2.58 9.62 9.62 9.90 2.34 10.28 1028 10.76 124 15 0 0 109 0 0 0 281 144 0 0 255 154 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yl L_Gp 13A-2ocs 2A-2ov 11 DO 0.201 0.340 0_390 n n n 5.69 9.62 11.04 4.35 10.28 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl G..2A_2ov 12C-Osw 0.091 0.340 a e_ 2.58 9.62 2.34 26.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ors 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 W W 16A-3Qad 125Z-0sw 0_032 a 91 2.38 44 44 40 105 0 0 0 0 0 0 0 00.091 s 2_58 2_34 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 Vy I _G 12C-Osw 2A•2ov 0.091 0.340 w w 2.58 9.62 2.34 28.30 128 45 83 1 214 433 194 1274 0 0 0 0 0 0 0 0 I3A•2ocs 1OC-v 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 11.79 28.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 1-0 12B-Osw it Do 0 097 0 390 0.01.E n 2.75 I I.04 1.74 1199 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.74 1.41 248 248 L62 350 59 483 F 2013-191 0.050 1.41 071 98 98 t38 69 0 0 0 0 F 2OP.191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A•tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 532 32 Envelope loss/gain t432 2934 43 50 12 a) Infiltration b) Room ventilation 701 0 222 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 600 0 0 600 Subtotal (lines 6 to 13) 2133 3986 43 650 14 Less external load Less transfer Redistribution Subtotal Duct loads 429% 1 58% 0 0 0 2133 891 0 0 0 3986 2295 42Yv 58% 0 0 0 43 18 0 0 0 650 374 r Taal room load Air required (cfm) 3023 164 6281 281 61 3 1024 46 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2016-Jul-25 11:09 59 AM, Righl-Suite® Universal 2017 17.0 03 RSU24011 Page 4 TH'sWi11owGLEtLot64ThornbrookeTH'sWillowGRE.rup Calc n MJ8 House faces: E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407.333.2665 Fax: 407.333.3853 Web. WWW.DEL•AIR COM Job: LotWhombrookeWsWillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 0 It 8.0 f1 heaUcool 6.5 x 6.0 It 39.0 It' bth 2 lav 0 It 8.0 If heat/cool 6.5 x 5.5 It 35.8 IF Ty Construction number U-value Btuh/fl2-*F) Or HTM at III Area (III or perimeter (11) Load Btuh) Area (III or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 Vjl 12C-0sw 2A•2av 2A•2ov 2A-2ov 0. 0.340340 0.340 0.350 n n n n 2.29.662 9.62 9.90 5.69 9.62 l l .04 2.58 9.62 2. 10.2828 10.28 10.76 4.35 10.28 11.99 2.34 26.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0III ---GGG yl L-Gp 13A•2ocs 2A•2ov 00 0.201 0.340 0390 0.091 0.340 n n n a e_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl L-G. 1112C-0sw 2.:2Dv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A•2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 W 16A-30ad 0_033 o_091 0.201 a s s Q.91 2.W 5.69 2.38 2_34 4.35 0 0 0 0 0 0 Q 0 0 0 0 W W 1.2C-0ew 13A-2ocs 0 0 0 0 0 0 0 0 0 0 0 0 0 yI Y-C 12C-0sw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 28.30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 10C-v 2A•2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 11.79 28.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12B-0sw llo0 168-38ad 0.097 0_390 0.026_ n 2.75 1 _oa 0.74 1.74 11,99 1.41 0 00 39 0 0 0 0 0 55 0 0 0 0 0 0 0 0 392$ F 20P•19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0.71 20 20 29 14 36 36 51 25 F 22A-td 0.989 2799 0.00 0 0 0 0 0 0 0 0 6 c) AEO excursion 3 4 Envelope loss/gain 57 66 77 72 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (Imes 6 to 13) 57 66 77 72 14 Less external load Less transfer Redistribution Subtotal Duct bads 1 421/0 58%1 0 0 0 57 24 0 0 0 66 38 42% 58% 0 0 0 77 32 0 0 0 72 42 r Total room load Air required (clm) I 1 81 4 104 5 1 109 6 114 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk- wrightsoft- 20t6-Jul-25 it:09:59 Right•SuileO Universal 2017 17.0.03 RSU24011 Page 5 TH'sWillowGLE\Lo164ThornbrookeTH'sWdlowGRE.rup Calc MJ8 House faces: E wrightsoft• Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job- LotWhombrookeWsWillo... Date: 7/9/2014 By: FJF 1 Room name rm 3 wic m13 2 Exposed wall 5.0 It 18.0 It 3 Room height 8.0 It heal/cool 8.0 It heat/cool 4 5 Room dimensions Room area 5.0 x 9.0 It 45.0 111! 12.0 x 12.0 It 144 0 ft2 Ty Construction U-value Or HTM Area (III Load Area (III Load number Btuh/I12-•F) 81uh/lt0 or perimeter (It) Btuh) I or perimeter (to Bluh) IHeatICodGrossIN/P/S Heat I Cool Gross I N/P/S Heat I Cod 20I 20I 5612wIIhl0.350I n 9.90I 10. 6I 0 0 0 OI 0I 0 13N-Jf= 2A-2oy u.zur I n 1 n21 a.;u l u v u u u u v 0.340 n 9.62 t0.28 0 0 0 0 0 0 0 H-60 -V s I 0.580I w I 16* 9I . 9I 0 0 0 0 0 0 0 0 61 c) AED excursion 10 198 Envelope loss/gain 200 19 892 1564 12 a) Infiltration 95 30 341 108 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 294 2091 1233 1671 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 294 209 1233 1671 Duct loads 1 a2°/a 589% 123 120 42°/a 58°/a 515 963 r Total room load 417 329 1 1 1748 2634 Air required (cfm) 23 IS 1 95 118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A — ft 41- wrightsof - 2016-Jul-25 11 09:59 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 6 TH'sWdtowGLE\Lol64ThornbrookeTH'sWillowGRE.rup Cak a MJ8 House faces: E wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: LotWhombrookeTH'sWillo... Date: 7/9/2014 By: FJF 1 Room name rm 2 wic rrrt 2 2 Exposed wall 14.5 It 11.5 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 5.5 x 9.0 It 49.5 ft2 12.5 x 11.5 It 143.8 ft2 Ty Construction number U-value Btutt/I(2•F) Or HTM Bluh/flq Area (It2) or perimeter (It) Load Btuh) I Area (ftj or perimeter ((t) Load B(uh) Heat Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cad 0.340I 9.62I 1 0 1 54I - 11101 Fil22A-20v A- 2ovw 0.350I n9.90[-21341-721-721-111051-1691-921-77 0 0 0 O 0 0 0 tan - zoos 2A- 2ov u. zui I ri 1 a.on q.JD u u u u u u u 0. 340 n 9.62 10.28 0 0 0 0 0 0 0 12C- OBw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 2A- 20v 0.340 w 9.62 28.30 0 0 0 0 0 0 0 0 Val 13A-2ocs 0201.w 5.69 4.35 0 0 0 0 0 0 0 0 f 10C-v 0.580 w 16.41 11.79 0 0 0 0 0 0 0 0 C 2A-20v 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 61 c) AED excursion 1 22 1 1 .33 Envelope loss/gain 405 355 633 597 12 a) Infiltration 275 87 218 69 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( Imes 6 to 13) 1 6W 442 850 6W Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 680 442 850 666 15 Duct loads 1 42% 58% 284 254 42% 589/6 1 355 383 Total room bad 964 696 1206 1049 Air required (c(m) 52 31 66 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G f>\ wrightsoft- 2016-Jul-25 11.09:59 Right - Suite® Universal 2017 17.0.03 RSU24011 Page 7 TH' sWillowGLE1Lot64Thombrook@TH'sWillowGRE.rup Calc a MJ8 House laces. E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone. 407.333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: LotWhornbrookeWsWillo... Date: 7/9/2014 By: FJF 1 Room name loft mstr tbh 2 Exposed wall 14.0 It 10.5 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dmensions Room area 1.0 x 385.0 It 385.0 ft2 1.0 x 108.5 It 108.5 f12 Ty Construction U-value Or HTM Area (III Load Area (It2) Load number Btuh/It2--F) Stub/It") or perimeter (ft) Btuh) or perimeter (It) Btuh) Heat I Cod Gross I N/P/S Heat I Cod Gross N/P/S Heat I Cool 1 I 4n962II I I 308I 143Iw t—G 030 01.6 O 42A2ov0. Ian-rocs 2A-2ov u.eui n I o.ov 0.340 n 9.62 yy 12C-Osw 0.091 w 2.58 2.34 8 8 21 19 0 0 0 0 l G 2A-20v 0.340 w 9.62 28.30 0 0 0 0 0 0 0 0 13A-20cs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 10Ca 0.580 w 16.41 11.79 0 0 0 0 0 0 0 0 2A-20v 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 R 128-Osw 0.097 2.75 1.74 0 0 0 0 0 0 0 0 61 c) AED excursion 1 56 21 Envelope losstgain 862 1028 330 364 12 a) Infiltration 265 84 199 63 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1127 1112 529 427 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstnbution 0 0 0 0 14 Subtotal 1127 1112 529 427 Duct loads 42% w/. 471 640 42-/0 58% 221 246 r15 Total room bad 1597 1752 749 673Airrequired (cfm) 87 78 4130 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft' 2016-Jul-25 11:09:59 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 8 TH'swillowGLE%Lot64ThornbrookeTH'sWillowGRE.rup Calc - MJ8 House laces. E wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD. FL 327C ND407ION665 Fax: 407-333.3853 Web: WWW.DEL-AIR COM Job: LotWhombrookeWsWillo... Date: 7/9/2014 By: FJF 1 Room name mslr we 2 Exposed wall 0 It 3 Room height 8.0 If heat/cool 4 Room dimensions 6.5 x 3.5 It 5 Room area 22.8 It2 Ty Construction U•value Or HTM Area (III Load Area Load numberI I (Btuh/ItZ•F) Btut1/1t2) or perimeter (11) Btuh) I or perimeter Heat I Cod Gross I N/P/S Heat I Cod Gross I N/P/S Heat I Cod I6 12C-Osw 0.091 n 2.58 2.34 0 0 0? A•2ov 2A•2av 0.340 0.340 n n 9.62 9.62 10.280 10.28 0 0 0 F-10 010Fil2A•2ov 0.350 n 9.90 10.76 0 0 0 11 I y/ 13A 2ocs 0.201 n 5.69 4.35 0 0 0 0 2A•20v 0.340 n 9.62 10.28 0 0 0 0 I d10C- I 0.580I w I 16,4411I 1.79I OI OI OI OI I I 61 c) AED excursion 1 2 Envelope loss/gain 17 31 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 17 31 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 17 31 15 Duct loads 42 Ya 58°/a 7 18 Total room bad 24 48 Air required (clm) I 1 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG A wrightsoft' 2016-Jul-2511.09:59 Right- Suile® Universal 2017 17.0.03 RSU2401 t Page 9 TH' sWillowGLE%LOt64ThornbrookeTH'sWiltowGRE rup Calc - MJ8 House faces, E Duct System Summary Job: Lot64ThombrookeTH'S... wrightsoft' y Date: 7/9/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR COM Project• • For: TAYLOR MORRISON HOMES External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.133 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.133 in/100ft 1160 cfm 181 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct 1 Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 C 104 4 5 0.249 4.0 Ox 0 VIFx 11.5 85.0 st2 bth 2 fav h 109 6 5 0.188 4.0 Ox 0 VIFx 27.5 100.0 st4 cafe h 3057 166 92 0.142 8.0 Ox 0 VIFx 53.7 115.0 st3 great an h 4483 244 241 0.133 9.0 Ox 0 VIFx 65.6 115.0 st3 kitchen h 2757 150 133 0.169 7.0 Ox 0 VIFx 42.2 100.0 SO laundry C 1024 3 46 0.184 4.0 Ox 0 VIFx 30.1 100.0 st5 loft h 1597 87 78 0.253 7.0 Ox 0 VIFx 10.0 85.0 st2 mslr blh h 749 41 30 0.197 4.0 Ox 0 VIFx 21.5 100.0 sty mstr an C 6281 164 281 0.182 9.0 Ox 0 VIFx 32.1 100.0 St5 mslr we C 48 1 2 0.197 4.0 Ox 0 VIFx 21.9 100.0 sty mslr wic h 789 43 29 0.176 4.0 Ox 0 VIFx 36.1 100.0 St5 pwdr h 261 14 7 0.181 4.0 Ox 0 VIFx 32.8 100.0 st1 rm 2 h 1206 66 47 0.244 6.0 Ox 0 VIFx 13.2 85.0 st2 m, 2 wic h 964 52 31 0.193 4.0 Ox 0 VIFx 24.4 100.0 st4 rm 3 c 2634 95 118 0.196 6.0 Ox 0 VIFx 22.6 100.0 st4 rm 3 wic h 417 23 15 0.190 4.0 Ox 0 VIFx 26.2 100.0 st4 wri htSOft' zo,6 Jul-2s 11.1ge I9Right -Suite® Universal 2017 17.0 03 RSU240,1 Page ALCA...TH'sWillowGLE\Lol64ThornbrookeTH'sWilfowGRE rup Calc = MJ8 House laces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 586 687 0.176 492 16.0 0 x 0 VinlFlx SO Peak AVF 574 473 0.133 731 12.0 0 x 0 VinlFlx st4 Peak AVF 176 169 0.188 505 8.0 0 x 0 VinlFlx st2 st3 Peak AVF 410 333 0.133 752 10.0 0 x 0 VinlFlx stt st5 Peak AVF 253 388 0.176 494 12.0 0 x 0 VinlFlx st2 Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx t Wrl htsoft' 2016-Jul-2511:10:00 9 Right -suite® Universal 2017 17.0.03 RSU24011 Page 2 ZCA...TH'sWillowGLE\L0164ThombrookeTH'sWillowGRE.rup Calc a MJ8 House laces, E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL. MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdrafl and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Healing and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heal operation when the heal pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)41l ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2 7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope 2 Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/25/2016 11:04 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•17 (41•C) or below 55•17 (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heal trap or a downward and upward bend of at least 3 Yz inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage lank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water healing systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/25/2016 11:04 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space healers shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI 2 21.56 Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A lest report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heal pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all healers and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations 2 Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3 Where pumps are powered exclusively from on -site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficenl space. R-10 is allowed. 7/25/2016 11:04 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL I --------------- J TrAnSfee arts/prues Shea M Collin. Itn floras. Resbientlel NA&V Code - M16024 uloncrd Wet_ Air...ceptions 1-31 "doe w.t peovlae orrestektad 1 MCh Wr" on doors to habitableroots. IQNEYWELL TWO ZONE DAKKR SYSTEM HUNK 6v. inns O° .rd 16 O .rd 12 950,012 O 111632pI1000DAG TH632CUICO UG DAIS C7735A 1000 Cep 10 TOM V/SKW 2240V )PH 19.13 pl.. 22.1• r.d AHU HANGING IN A".0 Col..1/r•1'r roof cop fan W..ri. !{ E!!{ prc SI aT 1 I. M - - 1" COI Loft 12.12 p Bedroom 2 S roNu 6' 111.6 Lce Y 2.12 e.p to roof cop w/fon SOUAREFOOTAGES e.ti.>..-w-, Upper Floor Plan Rc o r rvr•ro•+ 1 _ , W•" " Traditional Elevation' Must have a nlninun clearance of 4 Inches around the air handler per the State Cnergy code. All duct has on r26 InsNlotlon value. Main Floor Plan o r r 1w.•. w.i..i z O V) Q' LLJ O O O v 3v o oo O D z (U J J Q \ J F- O O La- QO=\ 3- JF- ing z o } N CD W •• > z a m F- a 5 - 1 O 5 Q Er M CL .J fn 0 0 RECORD COPY FORM R405-2014 A! G t3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 1,6 Florida Department of Business and Professional Regulation - Residential Perfoilrarice Method Project Name: Lot65ThornbrookeTH'sRedwoodGRE Builder Name: Taylor Morrison Homes Street: Permit Office: 16 - 2 2 1 0City, Slate, Zip: FL, Permit Numberl Owner: Jurisdiction: -e91000' Design Location: FL, Orlando 61 /Suo 1. New construction or existing New (From Plans) 9. Wall Types(2558.4 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1541.80 ft' b. Frame - Wood, Exterior R=13.0 424.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 308.00 ft' 4. Number of Bedrooms 3 d. other (see details) R= 284.67 ft' 10. Ceiling Types (1192.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1142.00 ft 6. Conditioned floor area above grade (ft') 1933 b. Knee Wall (Vented) R=30.0 50.00 ft' c. R= ft' Conditioned floor area below grade (ft') 0 11. Ducts R ft' 7. Windows(177.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 386.6 a. U-Factor: Dbl, U=0.34 103.58 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.34 45.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 30.0 SEER:15.00 c. U-Factor: Dbl, U=0.58 21.33 ft' SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 8.00 ft' a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: other (see details) Area Weighted Average Overhang Depth: 3.695 ft. Area Weighted Average SHGC: 0.287 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1933.0 sqft.) Insulation Area EF: 2.400 a. Slab -On -Grade Edge Insulation R=0 0 894.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 790.00 ft' None c. other (see details) R= 249.00 ft' 15. Credits Pstat Glass/ Floor Area: 0.092 Total Proposed Modified Loads: 41.70 PASS Total Baseline Loads: 42.06 1 hereby certify that the plans and specifications covered by Review of the plans and tt1E STgl, this calculation are in compliance with the Florida Energy specifications covered by this indicates Code. calculation compliance with the Florida Energy Code.`O PREPARED BY:`!"""^ Before construction is completed DATE: 7/25/1.6_-__ -_- this building will be inspected for a4 t7 0 - a compliance with Section 553.9108 1 hereby certify that this building, as designed, is in compliance Florida Statutes. C 0 withtheFloridaEnergyCode. WE OWNER/ AGENT:. BUILDING OFFICIAL: DATE:_ DATE: - - - S• 1Q •/(. - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 On for whole house. 7/ 25/2016 11:26 AM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot65ThombrookeTH'sRedwo Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1933 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlalBook: Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street. Permit Office: Cross Ventilation: No County Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Multi -family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1933 16626.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 894 8314.2 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1039 8312 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Floor 2 -___ ___ 249 ft2 19 0.1 0 0.9 2 Slab -On -Grade Edge Insulatio Floor 1 31 ft 0 894 f(' 0.42 0 0.58 3 Floor Over Other Space Floor 2 ___ ___ 790 W 0 0.3 0 0.7 ROOF Roof Gable Roof Solar SA Emitt Emit( Deck Pilch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1278 ft2 286 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1143 ft2 N N 7/25/2016 11:26 AM EnergyGauge© USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 10 ft' 0.11 Wood 2 Knee Wall (Vented) Floor 1 30 16 ft' 0.11 Wood 3 Knee Wall (Vented) Floor 1 30 8 ft' 0.11 Wood 4 Knee Wall (Vented) Floor 1 30 16 ft' 0.11 Wood 5 Under Attic (Vented) Floor 1 38 1142 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below f- Omt To Wall_T-ype Space R_Value-El-In-Et-In Area-R Value_Eracdon-Absor._Grade%_ 1 S Exterior Frame - Wood Floor 2 13 7 0 8 0 56.0 ft' 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul Floor 1 4.1 3 0 9 4 28.0 ft' 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 10 6 9 4 98.0 ft' 0 0 0.6 0 5 N Exterior Frame - Wood Floor 2 13 2 0 8 0 16.0 fl' 0 0.23 0.6 0 6 W Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 7 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 0 9 4 158.7 ft' 0 0 0.6 0 8 Garage Frame - Wood Floor 1 11 33 0 9 4 308.0 fl' 0 0.23 0.01 0 9 S Neighbor Frame - Wood Floor 1 13 47 0 9 4 438.7 ft' 0.23 0.01 0 10 N Neighbor Frame - Wood Floor 1 13 33 4 9 4 311.1 ft' 0.23 0.01 0 11 S Neighbor Frame - Wood Floor 2 13 47 0 8 0 376.0 ft' 0.23 0.01 0 12 N Neighbor Frame - Wood Floor 2 13 52 0 8 0 416.0 ft' 0.23 0.01 0 WINDOWS Orientation shown is the entered, Proposed orientation. J Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 3 Vinyl Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in Oft 10 in Drapes/blinds None 2 E 3 Vinyl Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 3 ft 3 in Drapes/blinds None 3 W 6 Vinyl Low-E Double Yes 0.35 0.31 8.0 ft' 1 ft 0 in 0 ft 8 in None None 4 W 6 Vinyl low-E Double Yes 0.34 0.29 45.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds None 5 W 7 Vinyl Low-E Double Yes 0.58 0.32 21.3 ft' 7 It 0 in 0 ft 0 in None None 6 W 7 Vinyl Low-E Double Yes 0.34 0.29 58.6 ft' 7 ft 0 in 0 It 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 249ft' Oft' 16 ft 9.3ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1385.5 7606 14305 2456 5 7/25/2016 11:26 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FC)RM PAOS-901d HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model # Area Volume FEF None None fF DUCTS Supply ---- Return --- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 386.6 ft Attic 96.65 It Proposed On Attic cfm 77.3 cfm 0.04 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling((jj Heatin[X] Jan ([j, Feb [ Mar Jan Feb [ Mar Apr ( j Apr [ May [[Xj Jun (X Jul May j ] Jun j j Jul Xj Au Aug Seprl Se W Oct Oct Nov Nov Dec HDecVentinI ] Jan [ ] Feb [X Marll A r [ Ma jj ) Jun [ ] Jul Au Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/25/2016 11:26 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor: Dbl, U=0 34 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 c. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) Multi -family 1 3 No 1933 Area 103.58 ft' 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= 45.00 ft' 21.33 ft' 8.00 ft' 3.695 ft. 0.287 Area 894 00 ft' 790.00 ft' 249.00 ft' FL, 9. Wall Types a. Frame - Wood, Common b. Frame - Wood, Exterior c. Frame - Wood, Adjacent d. other (see details) 10. Ceiling Types a. Under Attic (Vented) b. Knee Wall (Vented) c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=13.0 1541.80 ft' R=13.0 424.00 ft' R=11.0 308.00 ft' R= 284.67 ft' Insulation Area R=38.0 1142.00 ft' R=30.0 50.00 ft' R= ft' R ft' 6 386.6 kBtu/hr Efficiency 30.0 SEER:15.00 kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 2.4 Pstal D- CHE STgrF a O ruin • .y3 r o `"" ` u a e coD WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may quality for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/25/2016 11:26 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot65ThombrookeTH'sRedwoodGRE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/25/2016 11:26 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than 'default leakage', then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v4.0 7/25/2016 11:26:12 AM Page 1 of t FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot65ThombrookeTH'sRedwoodGRE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL. Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Duct Test Time: Post Construction Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 1 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide by Leakage Total Conditioned Floor Area) Qn,Out) j I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. SIGNATURE: PRINTED NAME: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. O qHE S7q?. lllflf ;. •`' q a _ o c a o o f coo t+vE'° DATE: BUILDING OFFICIAL: DATE:---- 7/25/2016 11:27 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot65ThornbrookeTH'sRedwoodGRE Builder Name: Taylor Morrison Homes Street: Permit Office - City, Stale, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: C n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed• beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage i Where required by the code official, j fKE ST4p performance results demonstrate compliance ! testing shall be conducted by any, with Florida Energy Code requirements in approved third party. A written accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party conducting the test and provided to SIGNATURE: the code official. PRINTED NAME: 0 o DATE: BUILDING OFFICIAL:- DATE: 7/25/2016 11:27 AM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Compliant SoftwarPage 1 of 1 Manual S Compliance Report Job: Lot65ThornbrookeWsR wrightsof` ... Date: 7i8i2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: Taylor Morrison Homes Design Conditions Outdoor design DB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 22314 Btuh Latent gain: 4328 Btuh Total gain: 26642 Btuh Estimated airflow: 1000 cfm Entering coil DB: 76.9°F Entering coil WB: 6341F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Sensible capacity: 22750 Btuh 102% of load Latent capacity: 4765 Btuh 110% of load Total capacity: 27515 Btuh 103% of load SHR: 830/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 14424 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Output capacity: 27174 Btuh 188% of load Capacity balance: 26 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 4.9 kW 115% of load Temp. rise: 50 OF The above equipment was selected in accordance with ACCA Manual S. C wri htsoft' 2016-Jul-2511:23:39 9 Right.Suile® Universal 2017 17.0.03 RSU24011 Page I sRedwoodGRE\Lot65ThornbrookeTH'sRedwoodGRE.rup Calc = MJ8 House laces: E Component Constructions Job: LOt65ThombrOOkeTH'SR... wrightsoft- P Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR.COM For: Taylor Morrison Homes Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 It Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 (M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" wood Irm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int Insh Or Area U-value Insul R Htg HTM tli 8Wh/112-•F hf•-Frewh aWh/IIR n 16 0.091 13.0 2.58 e 131 0.091 13.0 2.58 s 56 0.091 13.0 2.58 w 123 0.091 13.0 2.58 all 326 0.091 13.0 2.58 e 74 0.201 0 5.69 s 28 0.201 0 5.69 w 79 0.201 0 5.69 all 181 0.201 0 5.69 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" a 46 0.032 30.0 0.91 gypsum board int Insh Partitions Loss Clg HTM Gain BRA Bwh/hr BWh 41 2.34 37 337 2.34 307 144 2.34 131 317 2.34 288 840 2.34 764 421 4.35 322 159 4.35 122 449 4.35 344 1029 4.35 787 42 2.38 109 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" 290 0.091 13.0 2.58 747 1.44 418 wood Irm, 16" o.c. stud Windows 2A-2om: 2 glazing, Or low-e ouir, air gas, mil no brk Irm mat, clr innr, a 15 0.340 0 9.62 144 40.8 612 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); foreground = new concrete (0.32); 1 R overhang (5 ft window ht, 0.8 R sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mil no brk Irm mat, clr innr, a 30 0.340 0 9.62 289 40.9 1228 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 3.3 R sep.); 6.67 R head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mil no brk Irm mat, clr innr, w 45 0.340 0 9.62 433 43.2 1946 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 1 R overhang (5 ft window ht, 0.711 sep.); 6.67 R head ht 213-21m: 2 glazing, clr low-e ouir, air gas, mll no brk irm mat, clr innr, w 8 0.350 0 9.90 79 35.1 281 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (4 it window ht, 0.7 it sep.); 6.67 ft head ht C wri htsoft` 2016-Jul•2511:23:39 9 Righl-Style® Universal 2017 17.0.03 RSU24011 Page I A%..'sRedwoodGRE\Lo165ThombrookeTH'sRedwoodGRE.rup Calc = MJ8 House laces: E 10C-m: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 21 0.580 0 16.4 350 26.4 563 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32): foreground = new concrete (0.32); 7 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, w 58 0.340 0 9.62 561 23.7 1382 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29): foreground = new concrete (0.32); 7 ft overhang (6.3 ft window ht, 0 ft sep.): 6.67 ft head ht Doors 11 DO: Door, wd sc type a 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 196 12.0 213 all 42 0.390 0 11.0 461 12.0 501 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1139 0.032 30.0 0.91 1031 1.74 1977 gypsum board intfnsh Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-19 cav ins, gar 236 0.050 19.0 1.41 334 0.71 168 ovr 22A-tpl: Bg floor, light dry soil, on grade depth 31 0.989 0 28.0 854 0 0 C WI'1 htsoft' 2016-Jul-2511:23:39 9 Righl-Suite® Universal 2017 17.0 03 RSU24011 Page 2 14CCA..'sRedwoodGRE\Lo165ThornbrookeTH'sRedwoodGRE.rup CaIC - MJ8 House faces: E wrightsoftt Project Summary Enure House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Notes: RVSD 6/24/16 JA LS 7/25/16 JA Weather: Orlando Intl AP, FL, US Job: LotWhombrookeWsR... Date: 7/8/2014 By: FJF Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 11700 Btuh Ducts 2724 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 14424 Btuh Infiltration Sensible Cooling Equipment Load Sizing Structure 18069 Btuh Ducts 4245 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 22314 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3375 Btuh Ducts 952 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (1t2 1933 1933 Equipment latent load 4328 Btuh Volume r)ft3) 17431 17431 Air changes/hour 0.50 0.26 Equipment total load 26642 Btuh Equiv. AVF (cfm) 145 76 Req. total capacity at 0.75 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AH R I ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 470F Latent cooling 7500 Btuh Temperature rise 24 °F Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4Wf 1 fltSOt ' 0.03 RSU24011 9Right20172016- Jul-25 11:23:39 Suite® Universal 17 Page 1 gyp` . sRedwoodGRE\Lot65ThombrookeTH'sRedwoodGRE.rup Catc - MJ8 House faces: E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 53t CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665Fax: 407-333.3853 Web: WWW.DEL-AIR COM Job: Lot65ThonnbrookeWsRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 83.5 It 8.6 It 2028.8 It' family 17.0 It 93 It heat/cool 22.0 x 14.0 It 308.0 112 Ty Construction number U•value BtuFV1(I-IF) Or HTM at III Area (III or perimeter ((t) Load 181 h) Area (III or perimeter (Iq Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C•Osw 9,091 n 2.58 2.34 16 16 41 37 0 0 0 0 yl I--,G 12C-Osw 2A-tom 2A-20m 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 176 15 30 131 0 0 337 w 289 307 612 1228 0 0 0 0 0 0 0 0 0 0 0 0I 11 yyll 0. 13A•20cs 1100 16A-30ad 0.201 0.390 a 5.69 1.1.04 0.91 4.35 11.99 2.38 98 24 46 74 24 46 421 265 322 288 0 0 0 0 0 0 W 0_032 e_ a 42 109 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 56 56 144 131 0 0 0 0 W 13A-20cs 0.201 s 5619 4.35 28 26 159 122 0 0 0 0 12C-Osw 2A•2om 28•21m 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 0_90 5.69 16.41 9.62 234 43.24 35.15 4.35 26.40 23.71 176 45 8 123 1 0 317 433 79 288 1946 281 344 563 1382 0 0 0 0 0 0 0 0 0 0 0 0 13A•2ocs 10C•m 2A•2om 159 21 58 79 15 54 449 350 561 159 21 58 79 15 54 449 350 561 344 563 1382 R 0 12C•Osw 1 % 0.091 0: 90 n 2.58 11.04 1.44 11.99 308 18 290 18 747 196 418 213 47 0 47 0 120 0 67 0 C 16B-30ad 0.032 0.91 1.74 1139 1139 1031 1977 0 0 0 0 F 20P•19c 0.050 1.41 9.71 236 236 334 ti54 168 0 0 0 0 F 22A-lpI 0.989 27.99 0.00 903 31 0 308 17 476 0 6 c) AED excursion 1132 1051 Envelope loss/gain 7194 118701 1956 3407 12 a) Infiltration b) Room ventilation 4506 0 1449 0 947 0 305 0 13 1ntemal gains: Occupants @ 230 Appliances/other 5 1150 3600 3 690 0 Subtotal (lines 6 to 13) 11700 18069 2903 4401 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 239% 231% 0 0 0 11700 2724 0 0 0 18069 4245 0% 0% 0 0 0 2903 0 0 0 0 4401 0 Taal room bad Air required (clm) 14424 1000 22314 1000 2903 201 4401 197 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G A _ Pkwrightsoft- 2016-Jul-25 11.23:39 Right-Suile® Universal 2017 17 0.03 RSU24011 Page I sRedwoodGRE\Lol65ThornbrookeTH'sRedwoodGRE.rup Calc . MJ8 House laces: E wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771 hND407-33333`266655 Fax 407.333-3853 Web: WWW.DEL-AIR.COM Job: LotWhombrookeWsRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dmensions Room area cake/kitchen 6.0 it 9.3 it heat/cool 1.0 x 557.0 It 557.0 112 powder 7.5 it 9.3 It heat/cool 4.5 x 8.5 It 38.3 Ili Ty I Construction number U-value BluhlltzeF) Or HTM at III Area (III or perimeter (It) Load letuh) Area (III or perimeter (it) Load 8tuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12GOsw 0.091 n 2.58 2 34 0 0 0 0 0 0 0 0 Vy 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II ----(fa 11 vy 13A-20cs 11D0 16A-30ad 0.201 0.390 a 5.69 11.04 0_91 4.35 11.99 2.38 56 24 32 24 182 265 139 288 42 0 42 0 239 0 183 0 W 0.032 e_ a 0 0 0 0 0 0 0 0 W 12C: sw 0 091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0 201 s 5.69 4.35 0 0 0 0 28 28 159 122 12C-Osw 2A-2om 2B-21m 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9,90 5.69 16.41 9.62 2.34 43.24 35t5 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val F 2 13A-2ocs 10C-m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lj 1_0 12C-Osw 1100 0.091 0.390 n 2.58 IA 1.44 11.99 182 18 164 18 423 196 237 213 79 0 79 0 204 0 114 0 C 16B-30ad 0.= 0.91 1.74 0 0 0 0 14 14 12 23 F 20PAgLe 0_O50 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tp 0.989 27.99 0.00 557 6 168 0 38 8 210 0 6 c) AED excursion 180 29 Envelope loss/on 1234 697 824 414 12 a) Infiltration b) Room ventilation 334 0 108 0 418 0 134 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 2400 0 0 0 Subtotal (lines 610 13) 1568 3434 1242 548 14 1151 Less external load Less transfer Redstribution Subtotal Duct bads 1 .00% 09% 0 0 0 1568 1 0 0 0 0 3434 0 38% 41% 0 0 0 1242 468 0 0 0 548 227 Total room load Air required (clm) I 1 1568 109 3434 154 1 1711 119 775 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightseft" 2016-Jul-2511:23:39 Right-Suile® Universal 2017 17.0.03 RSU24011 Page 2 sRodwoodGRENLot65ThornbrookeTH'sRedwoodGRE rup Calc - MJ8 House faces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot65ThombrookeTH'sRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr rm 17.5 It 8.0 It heat/cool 17.5 x 14.5 It 253.8 IR mstr we 0 It 8.0 It heat/cool 3.5 x 5.5 It 19.3 It= Ty Construction U-value Stuh/IIz•F) Or HTM 81uh/(11 Area (Itq or perimeter (It) Load Btuh) Area (Ill or perimeter (fl) Load 8tuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 W 12C-0sw OCqI a 2.58 2.34 0 0 0 0 0 0 0 0 T 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y! L -D. 13A-20cs 11 DO 16A-30ad 0.201 0.390 a 5.69 11.0.4 0.91 4.35 11.99 2.38 0 0 0 0 0 0 0 0-0-0-0 0 0 0 0 0 W 0.032 e_ a 46 46 42 109 0 0 0 0 W 12C-Osw 0.091 6 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0 201 s 5_69 4.35 0 0 0 0 0 0 0 0 12C-osw 2A-20m 28.21m 0.091 0.340 0_350 0201 0.580 0.340 w w w w w w 2.58 9.62 9 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 140 45 0 95 1 0 245 433 0 223 1946 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl I-C' f t3A-2ocs tOC-m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q T-D 12C-Osw 1 I DO 0.091 0390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 254 254 230 441 19 19 17 33 F 2OP-19c 0.050 1.41 0.7t 0 0 0 0 0 0 0 0 F 22A-Ip 0_989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 387 2 Envelope loss/gain 949 3106 17 32 12 a) Infiltration b) Room ventilation 1111 0 357 0 0 0 0 0 13 Internal gains' Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 610 13) 2060 4293 17 32 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 38% 41% 0 0 0 2060 776 0 0 0 4293 1781 38% 41%, 0 0 0 17 7 0 0 0 32 13 Total room bad Air required (c(m) 2836 197 6074 272 24 2 45 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG I wrightsoft' 2016-Jul-25 11:23 39 Right-SuileO Universal 2017 17.0.03 RSU24011 Page 3 sRedwoodGRE\Lot65ThornbrookeTH'sRedwoodGRE rup Calc - MJ8 House laces E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING 8t AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 hone: 407-333.2665 Fax: 407.333.3853 Web WWW.DEL-AIR.COM Job: LotWhombrookeWsRed... Date: 7/8/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr bIh 0 It 8.0 1t heat/cool 1.0 x 107.3 it 107.3 It= msir wic 0 it 8.0 It heat/cool 11.5 x 7.0 it 80.5 W Ty Construction number U-value BtutVflx•F) Or HTM 13tulVll2) Area (III or perimeter (It) Load 18t h) Area (ftx) or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 W 12C_Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 yl 12C-Osw 2A-2om 2A-2o(n 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II --IC 11 vvyy 13A-20cs 11 DO 16A-30ad 0.201 0.390 a 5.69 11.04 0.91 4.35 1.1.99 2.38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0_032 e_ a 0 0 0 0 0 0 0 W 12C-(5sw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5_69 4.35 0 0 0 0 0 0 0 0 12C-Osw 2A-2om 28.21m 0.091 0.340 0350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9_99 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val G L-( 13A-2ocs Ioc-m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 12C-Osw IIDO 0. 091 0. 390 n 2. 58 11. 04 1. 44 it. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 107 107 97 186 81 8t 73 140 F 2OP_19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Id 0.989 27.99 o.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 7 Envelope loss/gain 97 177 73 133 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 97 177 73 133 14 1151 Less external load Less transfer Redistribution Subtotal Duct loads 38% 1 41%1 0 0 0 97 37 0 0 0 177 73 389% 41% 0 0 0 73 27 0 0 0 133 55 Total room load Air required (cfm) 134 9 250 11 100 7 188 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- 2016-Jul-2511:23:39 Right - Sure® Universal 2017 17.0 03 RSU24011 Page 4 sRedwoodGRE\ Lol65ThombrookeTH'sRedwoodGRE.rup Calc . MJ8 House faces. E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM Job- LoMThombrOokeTH'SRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area nn 2 10.5 It 8.0 It heat/cool 1.0 x 171.0 It 171.0 ft2 nn 3 20.5 It 8.0 It heat/cool 1.0 x 150.3 It 150.3 It2 Ty Construction number U-value 131uhlf(2-•F) Or HTM Btuh/112) Area (III or perimeter (II) Load Bluh) Area (Ill or perimeter (It) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 16 16 41 37 V)I 12C-Osw 2A-tom 2A-2om 0.091 0.340 0.340 a a e 2.58 9.62 962 2.34 40.81 40.93 84 15 0 69 0 0 178 144 0 162 612 0 92 0 30 62 0 0 160 0 289 145 0 1228 11 13A-2ocs 1.1 DO 16A-30ad 0.201 0.390 a 5.69 11.04 0_91 4.35 11.99 3_38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0.032 e_ a 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 58 56 144 131 W 13A-2ocs 0201 s 5_69 4.35 0 0 0 0 0 0 0 0 1213-0sw 2A-2om 28.21m 0.091 0.340 0350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9_90 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vl I 2 13A-2ocs 10C-m 2A-2orn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-Osw 11Do 0.091 0.390 n 2.58 11.04 1.44 If. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 171 171 155 297 150 150 136 261 F 20P-19c 0.050 1.41 0.71 12 12 17 9 150 150 213 107 F A-t22pI 0_se9 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 52 80 Envelopeloss/on 494 1027 982 1830 12 a) Infiltration b) Room ventilation 502 0 161 0 979 0 315 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 610 13) 996 1189 1962 2145 14 Less external load Less transfer Redistribution Subtotal Ouct loads 38% 41%1 0 0 0 996 375 0 0 0 1189 493 W/o 1 41% 0 0 0 1962 739 0 0 0 2145 890 r15 Total room load Air required (clm) I 1371195 1682 75 1 2701 187 3034 136 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Aft -pp-wrightsoft- 2016-Jul•25 11 23 39 Right-Suile® Universal 2017 17.0.03 RSU24011 Page 5 sRedwoodGRE1Lol65ThornbrookeTH'sRedwoodGRE.rup Cato = MJ8 House faces. E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY. SANFORD. FL 32771 hone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot65ThombrookeTH'sRed... Date: 7/8/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 law,bth 0 It 8.0 It heat/cool 6.0 x 5.5 It 33.0 I12 2 0 It 8.0 It heat/cool 6.0 x 6.5 It 39.0 W Ty Construction number U•value Btuhlfl2••F) Or HTM Bluh/III Area (Ill or perimeter (11) Load Btuh) Area (III or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 W 12C-Osw 0_091 n 2_58 2.34 0 0 0 0 0 0 0 0 VjJ 12C-Osw 2A•2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 P-34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vy I-- D. 13A-tors _ 11 DO 16A-Vp4 12C-0sw 0.201 0.390 a 5.69 11.0.4 0_91 2.58 4.35 1.1.99 2_38 2.34 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 6 0 0 0 0W W_ 0_032 0.091 e_ n s 0 0 0 0 0 0 0_ 0 0 A 0 W 1_3A-2ocs 12C-Osw 2A•2om 2B_21m 13A•2ocs 10C-m 2A-2om 0201 0.091 0.340 O 350 0201 0.580 0.340 s w w w w w w 569 2.58 9.62 990 5.69 16.41 9.62 4.35 2.34 43.24 3515 4.35 26.40 23.71 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0. 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 R 0 12C-Osw IIDO 168. 30ad 0. 091 0. 390 n 2. 58 11. 04 1. 44 11. 99 0 0 0 0 0 0 0 0_ 0 0 39 0 0 39 0 0 35 0 0 68 C0.032 0.91 1.74 33 33 30 57 F 2OP•19c 0.050 1.41 0.71 33 33 47 24 9 9 13 6 F V& tpl 0_989 27.99 0_00 0 0 0 0_ 0 0_ 0 0 6 c) AED excursion 4 4 Envelope loss/gain 77 77 48 70 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 610 13) 77 77 48 70 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 38'/0 41% 0 0 0 77 29 0 0 0 77 32 38% 41% 0 0 0 48 18 0 0 0 70 29 Total room load Air required (cfm) I 105 7 109 5 1 66 15100 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AM. wrightsoft• 2016-Jul•25 11 23 39 Right - Suite® Universal 2017 17 0.03 RSU24011 Page 6 sRedwoodGRENLot65ThornbrookeTH' sRedwoodGRE.rup Calc - MJ8 House faces: E wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY. SANFORD, FL 327C ND40 ION665 Fax: 407.333.3653 Web: WWW DEL -AIR COM Job: Lot65ThombrookeTH'sRed... Date: 7/8/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area laundry 4.5 It 8.0 It heat/cool 1.0 x 271.5 It 271.5 112 Ty Construction number U-value Btuh/II-F) Or HTM Bluh/fig Area (119 or perimeter (It) Load letuh) Area or perimeter Load Heat Cod Gross N/P/S Heat Gross N/P/S Heat Cod 6 W_ yl f 12GOsw 0.091 n 2_58 234 0 0- 0_ 1____O 12C-Osw 2A•2om 2A-2bm 0.091 0.340 0.340 a a a 2.58 9.62 9_62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 11 VVjjll L--D. 13A-20cs IIDo 16A-30ad 0.201 0.390 a 5.69 11.04 0_91 4.35 11.99 2_38 0 0 0 0 0 0 0 0 0W0_032 0.091 e_ a 0 W 12C-Osw s 2.58 2.34 0 0 O W 13A-2ocs 12C-Osw 2A•2om 28_21m 0,201 0.091 0.340 0_3W 0.201 0.580 0.340 s w w w w w w 2_69 2.58 9.62 9_90 5.69 16.41 9.62 4.35 0 0 0 0 2.34 43.24 3515 4.35 26.40 23.71 36 0 8 28 0 0 72 0 79 0 0 0 66 0 281. 0 0 0 yl - I j 13A-2ocs 1OC•m 2A-2om 0 0 0 0 0 0 R 10 12C-Osw 11J.D0 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 C 166-30ad 0.032 0.91 1.74 272 272 246 471 F 20P•19c 9,050 1.41 0.71 32 32 45 22 F 22A•Id 0;989 27 9999 0.00 0 0 0 0 6 c) AED excursion 61 Envelope loss/gain 442 901 12 a) Infiltration b) Room ventilation 215 0 69 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 Subtotal (lines 6 to 13) 657 1571 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 38% 411 0 0 0 657 248 0 0 0 1571 652 Total room load Air required (clm) 904 63 2222 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G= - Fk wrightsoft- 2016-Jul-2511:23:39 Right -Suite® Universal 2017 17.0 03 RSU24011 Page 7 sRedwoodGRE%Lot65ThombrookeTH'sRedwoodGRE rup Calc - MJ8 House laces. E Duct System Summary Job: Lot65ThombrookeWsR... wrightsoft y y Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM For: Taylor Morrison Homes External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.261 in/100ft 1000 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.261 in/100ft 1000 cfm 130 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bih 2 h 66 5 4 0.265 4.0 Ox 0 VIFx 28.1 100.0 st3 bth 2 lav h 105 7 5 0.276 4.0 Ox 0 VIFx 23.0 100.0 st3 cakelkitchen C 3434 109 154 0.281 8.0 Ox 0 VIFx 26.1 95.0 st2 family h 2903 201 197 0.261 8.0 Ox 0 VIFx 35.1 95.0 st2 laundry c 2222 63 100 0.349 5.0 Ox 0 VIFx 12.3 85.0 SO rrlstr bth c 250 9 11 0.363 4.0 Ox 0 VIFx 8.7 85.0 SO msir rm c 6074 197 272 0.339 9.0 Ox 0 VIFx 15.3 85.0 SO rllstr we c 45 2 2 0.361 4.0 Ox 0 VIFx 9.2 85.0 St 1 rrlstr wic c 188 7 8 0.368 4.0 Ox 0 VIFx 7.3 85.0 SO powder h 1711 119 35 0.262 5.0 Ox 0 VIFx 34.6 95.0 st2 rm 2 h 1371 95 75 0.264 6.0 Ox 0 VIFx 28.8 100.0 st3 rm 3 h 2701 187 136 0.275 7.0 Ox 0 VIFx 23.5 100.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 Peak AVF 429 386 0.261 546 12.0 0 x 0 VinlFlx stl Peak AVF 571 614 0.264 574 14.0 0 x 0 VinlFlx st3 Peak AVF 294 221 0.264 666 9.0 0 x 0 VinlFlx SO wri htsoft' 2016-Jul11.23 39 At 9 Righl-Suite® Universal 2017 17.0.03 RSU24011 Page I A..' sRedwoodGRE\Lot65Thornbrook@TH'sRedwoodGRE.rup Calc . MJ8 House laces: E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rb1 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx C wri htsoft' 201&Jul-2511:23:39 9 Righl-Suile® Universal 2017 17.0 03 RSU24011 Page 2 ACCP...'sRedwoodGRE1Lo165Thornbrooke7H'sRedwoodGRE.rup Calc a MJ6 House laces E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdrafl and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be fumed off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/1 S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). Al least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heal operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)MI ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be 'substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned Floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in lest: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9 29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure All registers shall be taped or otherwise sealed during the lest. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/25/2016 11:26 AM EnergyGauge® USA - FlaRes2014 - Section R405.4 1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3.. R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heal traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water healing equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all slated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code. Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/25/2016 11:26 AM EnergyGauge® USA - FlaRes2014 - Section R405 4 1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -lest value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space healers shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160. Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heal -recovery pool healing systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for healing from site -recovered energy, such as a heat pump or solar energy source computed over an operating season RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 7/25/2016 11:26 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 2.5 TOM v/UW e240V IPH I p - ;o i------ 1-n 10.10 Ol n In I 22.12 rod I I AID! MAIYil1L, 1 1 ATTIC 1 I snb ' C Owners Suite 1 plAy a I 1 I 1 I 1 I 1 2TD A.cl o roof cap fan 10.6 Transfer ducts/OrMs sited in c o*prM. 4th rlomdo R.sm..tbl Dutdnp Code - H1602.e lot.MedReturnAt. „cegf5j 1-1Ct&d' Zr Main Floor Plan Hunt arovld. woorS 0 ha 1 ... urdereut on tloors to IlaWtaole o r Y loons. 1, 7-7 1 wW-=~lw"Yf m M@4TVCEL TWO 20HC DAHMR STITCH lam. e0- trans Oand 1e O a" 12 OD tprd ID tw 111632001000DAG T116 2pJIOODDAG DAIS C7735A IWO cap o roof cap fan Upper Floor Plan O f 1 Y ww.ta W'•"'"•" Rating Traditional Elevation Must have a nWnun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r.6 Insulatlon value. Q K J U Y O O A QI V, p 0O3 DZ \u rA oaoL awo= zO i N Ca W > z z p lLl 3 O J O O Q CE m EL J 0 0 0 RECORD COPY FORM R405-2014 % IT-3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential.Performance Method Project Name: Lot66ThornbrookeTH'sBirchGLE Builder Name: Taylor Morrison Homes Street: Permit Office: # , 6 2 2City, Slate, Zip: FL. Permit Number: Owner: Jurisdiction: _404=11 Design Location: FL, Sanford Gq /Sal 1. New construction or existing New (From Plans) 9. Wall Types(2455.8 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1488.40 ft' b. Frame - Wood, Exterior R=13.0 370.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 345.33 ft' 4. Number of Bedrooms 3 d. other (see details) R= 252.00 ft' 10. Ceiling Types (1184.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1144.00 ft 6. Conditioned floor area above grade (ft') 1822 b. Knee Wall (Vented) R=30.0 40.00 ft' Conditioned floor area below grade (ft') 0 c. 11. Ducts R= ft' R ft' 7. Windows(205.8 sqft.) Description Area a. Sup: Attic, Ret: Attic. AH: Attic 6 364.4 a. U-Factor: Dbl, U=0.34 177.92 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.37 18.89 ft' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.28 a. Central Unit 25.2 SEER:16.00 c. U-Factor: Dbl, U=0.34 9.03 ft' SHGC: SHGC=0.26 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth. 4.643 ft. Area Weighted Average SHGC. 0.288 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1832.0 sqft.) Insulation Area EF. 2.400 a. Slab -On -Grade Edge Insulation R=0.0 824.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 743 00 ft' None c. other (see details) R= 265.00 ft' 15. Credits Pslat Glass/ Floor Area: 0.113 Total Proposed Modified Loads: 40.74 PASS Total Baseline Loads: 41.23 1 hereby certify that the plans and specifications covered by Review of the plans and HE STA this calculation are in compliance with the Florida Energy specifications covered by this Code. - calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: _- __ _ 7/25/16 _ _ __ - - -- __ this building will be inspected for o4 v U compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. v with the Florida Energy Code. OWNER/ AGENT: - _ _ _ COD WE BUILDING OFFICIAL: DATE: - - - DATE:-- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 7/ 25/2016 1:40 PM EnergyGaugeO USA - FlaRes2014 Section R405 4 1 Compliant Software Page 1 of 4 FORM R4(15-2(114 PROJECT Title: Lot66ThombrookeTH'sBirchG Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1822 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units, 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction. 691000 Whole House Fan: No City, State, Zip: Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1822 15647.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 824 7663.2 Yes 4 0 1 Yes Yes Yes 2 Floor 998 7984 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Floor 2 ---- ---- 6 ftt 19 0 0 1 2 Floor over Garage Floor 2 ---- ---- 259 ft' 19 0.2 0 0.8 3 Slab -On -Grade Edge Insulatio Floor 1 27 ft 0 824 W 0.2 0 0.8 4 Floor Over Other Space Floor 2 ---- ---- 743 ft' 0 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emilt Emilt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1218 ft' 272 W Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1089 ft' N N 7/25/2016 1:40 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 40 ft' 0.11 Wood 2 Under Attic (Vented) Floor 1 30 1144 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 1F Omt To Wall Type Space R_Value-Et-In-Et-In Area-R_Value-Eraction-Absor._Grade%_ 1 W Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 6 9 4 163.3 M 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 1 0 8 0 8.0 ft' 0 0.23 0.6 0 4 E Exterior Frame - Wood Floor 2 13 19 0 8 0 152.0 ft' 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul Floor 1 4.1 9 6 9 4 88.7 ft' 0 0 0.6 0 6 NE Exterior Frame - Wood Floor 2 13 4 3 8 0 34.0 ft' 0 0.23 0.6 0 7 Garage Frame - Wood Floor 1 13 37 0 9 4 345.3 ft' 0 0.23 0.01 0 8 N Neighbor Frame - Wood Floor 1 13 47 9 4 438.7 ft' 0.23 0.6 0 9 S Neighbor Frame - Wood Floor 1 13 29 4 9 4 273.8 ft' 0.23 0.6 0 10 N Neighbor Frame - Wood Floor 2 13 47 8 376.0 ft' 0.23 0.6 0 11 S Neighbor Frame - Wood Floor 2 13 50 8 400.0 ft' 0.23 0.6 0 WINDOWS Orientation shown is the entered, Proposed orientation. J Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.34 0.29 60.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds None 2 W 2 Vinyl Low-E Double Yes 0.34 0.29 21.3 ft' 7 ft 0 in 0 ft 0 in None None 3 W 2 Vinyl Low-E Double Yes 0.34 0.29 58.6 ft' 7 ft 0 in 0 ft 0 in Drapes/blinds None 4 E 4 Vinyl Low-E Double Yes 0.34 0.29 80 ft' 8 ft 0 in 0 ft 4 in Drapes/blinds None 5 E 4 Vinyl Low-E Double Yes 0.34 0.29 15.0 ft' 1 ft 0 in 4 ft 6 in Drapes/blinds None 6 E 5 Vinyl Low-E Double Yes 0.34 0.26 9.0 ft' 8 ft 0 in 1 ft 0 in None None 7 NE 6 Vinyl Low-E Double Yes 0.37 0.28 18.9 ft' 9 ft 0 in 0 ft 4 in None None 8 E 4 Vinyl Low-E Double Yes 0.34 0.29 15.0 ft' 1 ft 0 in 5 ft 10 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Heigh( Exposed Wall Insulation 1 259 ft' 0 ft' 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1303.9 71.58 13462 2452 5 7/25/2016 1:40 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 21 8 kB1u/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply -- Return --- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 364.4 ft Attic 91.1 ft' Default Leakage Attic Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling(( He jXl Jan (j Feb j( Mar Jan Feb (X Mar r ( j pr I Ma jjXj Jun rl Jul (X Aug(X 1 May I ] Jun Jul j 1 Au[ Se j Sep j j Oct Ocl Nov Nov l Dec Xj Dec Venlin [ J Jan [) Feb [X Marll A r [ Ma [ ] Jun Jul [ ] Aug Se X) Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/25/2016 1:40 PM EnergyGauge® USA - FlaRes2014 Section R405 4 1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1488.40 ft1b. Frame - Wood, Exterior R=13.0 370.00 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 345.33 ft' 4. Number of Bedrooms 3 d. other (see details) R= 252.00 ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1144.00 ft 6. Conditioned floor area (ft') 1822 b. Knee Wall (Vented) R=30.0 40.00 ft' 7. Windows" Description Area c. R= ft' a. U-Factor: Dbl, U=0.34 177.92 ft' 11.Duct a.. Sup: Attic, Ret: Attic, AH: Attic R ft' 6 3644 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.37 18.89 ft' SHGC: SHGC=0.28 12. Cooling systems kBlu/hr Efficiency c. U-Factor: Dbl, U=0.34 9.03 ft' a. Central Unit 25.2 SEER:16.00 SHGC: SHGC=0.26 d. U-Factor: N/A ft' 13. Heating systems kBlu/hr EfficiencySHGC: a. Electric Heat Pump 21.8 HSPF:9.00 Area Weighted Average Overhang Depth: 4.643 ft. Area Weighted Average SHGC: 0.288 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 824 00 ft' a. Electric EF: 2.4 b. Floor Over Other Space R=0.0 743.00 ft' c. other (see details) R= 265.00 ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: _ _ _ City/FL Zip: 01g1iE STq F yip . ? a a C• rfit, 4 0 WEB° Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/25/2016 1.40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name- Lot66ThombrookeTH'sBirchGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, Stale, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/25/2016 1.40 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v4.0 7/25/20 t 6 t :a0:08 PM Page 1 of t FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot66ThombrookeTH'sBirchGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL. Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE I FLOW: I ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the lest, shall be fully open. I hereby certify that the above envelope leakage I Where required by the code official, 0,g1iE STq performance results demonstrate compliance testing shall be conducted by an 0 with Florida Energy Code requirements in approved third party. A written accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party conducting the test and provided to SIGNATURE: the code official. PRINTED NAME: 6o DATE: BUILDING OFFICIAL: DATE: 7/25/2016 1:42 PM EnergyGauge® USA - FlaRes2014 • Section R405.4.1 Compliant Softwar Page 1 of 1 d- wrightsoft• Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Design Conditions Job: Lot%ThombrookeWsB... Date: 7/10/2014 By: FJF Outdoor design DB: 92.5°F Sensible gain: 18162 Btuh Entering coil DB: 76.0°F Outdoor design WB: 76.3°F Latent gain: 3788 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 21950 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18561 Btuh 102% of load Latent capacity: 4045 Btuh 10710/o of load Total capacity: 22606 Btuh 1031% of load SHR: 820/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 12972 Btuh Entering coil DB: 69.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22363 Btuh 172% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.8 kW 101% of load Temp. rise: 15 OF The above equipment was selected in accordance with ACCA Manual S. c wri htsoft• 2016-Jul-2513:21:07 9 Right -Suite® Universal 2017 17.0.03 RSU24011 Page I ACC* ..keTH'sBirchGLE\Lot66TharnWeokeTH'sBirchGLE.rup Calc = MJ8 House laces: E Component Constructions Job: LOt66ThornbrOOk@TH'SB... wrightsoft• P Date: 7/10/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: Taylor Morrison Homes Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 It Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain 112 Stuhm=-IF h=-"F/Bah Btuh/112 Bah Bah/112 Bah Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 15 0.091 13.0 2.58 39 2.34 35 Irish, 2"x4" wood Irm, 16" o.c. stud a 114 0.091 13.0 2.58 294 2.34 267 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" gypsum board int Irish Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int Irish, 2"x4" wood frm, 16" o.c. stud s 8 0.091 13.0 2.58 21 2.34 19 w 116 0.091 13.0 2.58 299 2.34 272 all 253 0.091 13.0 2.58 651 2.34 593 e 56 0.201 0 5.69 316 4.35 242 w 84 0.201 0 5.69 476 4.35 364 all 139 0.201 0 5.69 792 4.35 606 s 42 0.032 30.0 0.91 38 2.38 100 327 0.091 13.0 2.58 843 1.44 472 Windows IOC-v: 2 glazing, cir low-e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.28); 9 ft overhang (6.7 ft window ht, 0.33 ft sep.). 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 8 ft overhang (4 ft window ht, 0.33 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, e 1/8" thk, NFRC rated (SHGC=0.26); 50% drapes, medium; 1 it overhang (5 ft window ht, 4.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 ft overhang (5 ft window ht, 5.83 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 114" gap, e 1/8" thk; NFRC rated (SHGC=0.26); 8 ft overhang (4.2 ft window ht, 1 ft sep.); 6.67 it head ht 2A-2ov' 2 glazing, cir low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, w 1/8" thk, NFRC rated (SHGC=0.29); 50% drapes, medium; 1 it overhang (5 It window ht, 0.83 ft sep.): 6.67 ft head ht 19 0.370 0 10.5 199 17.9 340 8 0.340 0 9.62 77 9.83 79 15 0.340 0 9.62 144 26.4 396 15 0.340 0 9.62 144 26.4 396 9 0.340 0 9.62 88 11.4 104 60 0.340 0 9.62 577 28.8 1727 C wri htsoft" 2016-Jul-2513:21:07 9 Righl-Sure® Universal 2017 17.0.03 RSU24011 Page 1 ACA:'...keTH'sBirchGLE\Lol66ThornbrookeTH'sBirchGLE.rup Calc = MJ8 House laces: E 10C-v: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 21 0.500 0 1/8" thk; NFRC rated (SHGC=0.32); 7 It overhang (8 It window ht, 0 ft sep.):6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 58 0.340 0 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 7 It overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type a 24 0.390 0 n 18 0.390 0 all 42 0.390 0 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1089 0.032 30.0 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12' thkns, r-19 cav ins, amb ovr 6 0.050 19.0 20P-19t: Fir floor, frm fir, 12' thkns, r-19 cav ins, gar ovr 249 0.050 19.0 22A-tpl: Bg floor, light dry soil, on grade depth 27 0.989 0 wrightsoft" R,ghl-Suite® Universal 2017 17 0.03 RSU24011 ACCp....keTH'sBirchGLE\Lo166ThornbrookeTH'sBirchGLE.rup Cale = MJ8 House laces. E 14.1 302 16.4 350 9.62 561 11.7 683 11.0 265 12.0 288 11.0 196 12.0 213 11.0 461 12.0 501 0.91 986 1.74 1890 1.41 8 0.71 4 1.41 352 0.71 177 28.0 756 0 0 2016•Jul-25 13:21:07 Page 2 wrightsoft" Project Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407.333.2665 Fax. 407-333.3953 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Notes: 12/12/14 GCR 1/6/14 GCR RVSD 6/25/16 JA LS 7/25/16 JA Weather: Orlando Intl AP, FL, US Job: LotWhombrookeWsB... Date: 7/10/2014 By: FJF Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 11242 Btuh Ducts 1730 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 12972 Btuh Infiltration Method Construction quality Fireplaces Area (ft2 Volume ()ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 1822 1822 16489 16489 0.50 0.26 137 71 Sensible Cooling Equipment Load Sizing Structure 15412 Btuh Ducts 2750 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 18162 Btuh Latent Cooling Equipment Load Sizing Structure 3247 Btuh Ducts 541 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3788 Btuh Equipment total load 21950 Btuh Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 7045677 Coil CBX27UH-024-230'++TDR AH R I ref 7045677 Efficiency 9 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh CO-) 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right-SuileO RSU24011 2016-Jul-25 13:21:07 Universal 2017 17 0 03 Page Igyp`...keTH'sBirehGLElLol66ThornbrookeTH'sBirchGLE.rup Cale a MJ8 House laces: E wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407.333.2665 fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot66ThombrookeWsBirc... Date: 7/10/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire Horse 73.2 It 8.6 It 1922.5 I12 family 17.5 It 9.3 It heat/cool 22.0 x 19.0 11 418.0 112 Ty Construction number U•value BtutVlt2-•F) Or HTM atuhllt2) Area (ftj or perimeter 01) Load atuh) Area (112) or perimeter (it) Load Bluh) Heal Cod Gross N/P/S Heat cool Gross N/P/S Heat cool 6 Vy 12C-Osw 10C-v 0.091 0.370 ne ne 2.58 10.47 2.34 17.90 34 19 15 0 39 199 35 340 0 0 0 0 0 0 0 0 I1 12C-Osw 22A• 2ov A• 2ov, 2A- 2ov 0. 091 00. 340 .340 0. 340 a a a 2. 58 9a 9.62 62 9. 62 2. 34 9. 83 26. 42 26. 42 152 8 15 15 114 8 0 0 294 77 144 144 267 79 396 396 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A• 2ocs 2A- 2ov 1100 12C- Osw 0. 201 0. 340 0 3900. 091 a a a s 5. 69 9. 62 II. o4 2. 58 4. 35 11. 39 11. 99 2. 34 89 9 24 56 9 24 316 88 265 242 104 268 19 0 0 0 0 0 0 0 0 0 0 0 0 W 8 8 21 0 0 0 0 W y/ AA- 30ad 212C- Osw A• 2ov 0 032 0. 091 0. 340 s_ w w U 91 2. 58 9. 62 2_ 38 234 28. 79 42 176 60 42 116 0 38 299 577 100 272 1727 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 10C• v 0. 201 0. 500 0. 340 w w w 5. 69 14. 15 9. 62 4. 35 16. 40 11. 72 163 21 58 84 15 54 476 302 561 364 350 683 163 21 58 84 15 54 476 302 561 364 350 683 1=2 q 0 2A• 2ov t2C- 0sw 1100 0. 091 0. 390 n 2. 58 11. 04 1. 44 11. 99 345 18 327 18 843 196 472 213 42 0 42 0 108 0 61 0 C 16B_30ad _ 0_032 0.91 1.74 1089 1089 986 1890 0 0 0 0 F F 20P- 191 20P- 1 9. 050_ O- 25Q 1. 41 071 6 6 8 4 0 0 0_ 0 1. 41 0.71 249 249 352 177 0 0 0 F 22A-tpl 0.989 27.99 0.00 834 27 756 0 418 18 490 0 6 c) AEO excursion 2W9 1442 Envelope loss/gain 6979 1048611936 2899 12 a) Infiltration b) Room ventilation 4263 0 1371 0 1048 0 337 0 13 Internal gains: Occupants @ 230 Appliances/ other 5 1150 2405 3 690 0 Subtotal ( lines 6 to 13) 11242 15412 2985 3926 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 151/6 1$% 0 0 0 11242 1730 0 0 0 15412 2750 00/0 0% 0 0 0 2985 0 0 0 0 3926 0 Total room bad Air required (c(m) 1 12972 840 18162 840 1 1 2985 193 3926 182 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2016-Jul-25 13:21:07 Right- Suile® Universal 2017 17.0.03 RSU24011 Page I keTH' seirchGLE\Lo166ThornbrookeTH'sBirchGLE.rup Calc a MJ8 House faces- E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY. SANFORD. FL 327COND4071ON669 Fax: 407.333.3853 Web. WWW DEL-AIR.COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty Construction number 6 12C 10C II Job: Lot66ThombrookeTH'sBirc... Date: 7/10/2014 By: FJF kucherl/cale powder 9.5 It 0 It 9.3 It heat/cool 9.3 It heat/cool 1.0 x 386.0 It 4.0 x 7.5 It 386.0 Ill! 30.0 Its U•value Or HTM Area (I[I Load Area ((tj Load lluh/Itx•F) (at W) or perimeter (ft) (Bluh) or perimeter (It) (Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 0.091 ne 2.58 2.34 0 0 0 0 0 I 0 0 n n n n n yl 12C-0sw 0.091 1-0E. 58 2.34 0 0 0 0 0 0 0 0 E-C 2A•2ov 0.340 a.62 9.83 0 0 0 0 0 0 0 0 2A-2ov 0.340 a.62 26.42 0 0 0 0 0 0 0 0 2A•2ov 0.340 a.62 26.42 0 0 0 0 0 0 0 0 13A-zocs u.LU1 a a.oa v.;so 0V x JIG cqc u u u v 2A•2ov 0.340 a 9.62 11.39 9 9 88 104 0 0 0 0 100 0-.390 e_ 11.04 11.9.9 24 24 265 288 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 16A-39ad 0 M s__Q 91 2.38 0 0 0 0 0 0 0 0. yI 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 I-G 2A-2ov 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 yl 13A•2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 1--0 10C•v 0.500 w 14.15 16.40 0 0 0 0 0 0 0 0 61 c) AED excursion 1 •136 1 1 0 Envelope loss/gam 1866 1122 0 0 12 a) Infiltration 569 183 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 1200 1 5 Subtotal (lines 6 to 13) 2435 2735 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2435 2735 0 5 15 Duct loads -0% 0Ne 0 0 -0'/e 0°/- 0 0 Total room load 2158 2735 0 5 Air required (clm) 158 t27 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft- 2016-Jul-25 13:21:07 Right -Suite® Universal 2017 17.0.03 RSU24011 page 2 keTH'seirchGLE\Lot66ThornbrookeTH'sBirchGLE.rup Calc - MJ8 House laces E 13A-zocs u.LU1 a a.oa v.;so 0V x JIG cqc u u u v 2A•2ov 0.340 a 9.62 11.39 9 9 88 104 0 0 0 0 100 0-.390 e_ 11.04 11.9.9 24 24 265 288 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 16A-39ad 0 M s__Q 91 2.38 0 0 0 0 0 0 0 0. yI 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 I-G 2A-2ov 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 yl 13A•2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 1--0 10C•v 0.500 w 14.15 16.40 0 0 0 0 0 0 0 0 61 c) AED excursion 1 •136 1 1 0 Envelope loss/gam 1866 1122 0 0 12 a) Infiltration 569 183 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 1200 1 5 Subtotal (lines 6 to 13) 2435 2735 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2435 2735 0 5 15 Duct loads -0% 0Ne 0 0 -0'/e 0°/- 0 0 Total room load 2158 2735 0 5 Air required (clm) 158 t27 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft- 2016-Jul-25 13:21:07 Right -Suite® Universal 2017 17.0.03 RSU24011 page 2 keTH'seirchGLE\Lot66ThornbrookeTH'sBirchGLE.rup Calc - MJ8 House laces E Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft- 2016-Jul-25 13:21:07 Right -Suite® Universal 2017 17.0.03 RSU24011 page 2 keTH'seirchGLE\Lot66ThornbrookeTH'sBirchGLE.rup Calc - MJ8 House laces E 4 wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY. SANFORD, FL327711CPhone:40 I33333-266655CFax 407.333-3853 Web. WWW.DEL-AIR.COM Job: LotWhombrookeTH'sBirc... Date: 7/10/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area no 3 10.5 It 8.0 It heat/cool 10.5 x 16.5 It 173.3 W an 2 11.5 It 8.0 It heat/cool 11.5 x 16.5 It 189.8 112 Ty Construction number U-value BtutVf(x-•F) Or HTM Btuhll12) Area (Ill or perimeter (II) Load Btuh) Area (It2) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VM L_G 12C-Osw 10C•v 0.091 0.370 ne ne 2.58 10.47 2.34 17.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 V[ j12C- Osw 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 0.340 0.340 a a a a 2.58 9.62 9.62 9.62 2.34 9.83 26.42 26.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ 13A-2ocs 2A-2ov 11 Do 0.201 0.340 O390 0.091 a a 0 s 5.69 9.62 11.04 2.58 4.35 11.39 11.99 2.34 0 0 0 0 0 0 0 0 o 0 0 Q 0 0 0 0 0 0 0 0 0 0 0IF_-_Gp W 12C-Osw 0 0 0 0 0 0 0 0 W t6A-30A O 032 g; 09-L 2.58 9.62 238 2.34 28.79 0 o 0 o 0 o o A 145 864 Vy I--G 12C-Osw 2A-2ov 0.091 0.340 w w 84 30 54 0 139 289 127 864 92 30 62 0 160 289 13A-2ocs 10C-v 2A-2ov 0.201 0.500 0.340 w w w 5.69 14.15 9.62 4.35 16.40 11.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C_ 168.30ad 0_032 091 1.74 in 173 157 301 190 ISO 172 329 F 20P_19t 20P-i9t 0_050 0.050 1.41 1.41 0.71 0 0 0 0 0 0 0 0 0. 71 Q 0 F 42 401 0.989 27.99 0.00 0 0 0 0 0 0 6 0 6 c) AEO excursion 416 413 Envelope loss/on 585 1707 620 1751 12 a) Infiltration b) Room ventilation 539 0 173 0 591 0 190 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 11124 188111211 1941 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 30'/6 31% 0 0 0 1124 334 0 0 0 1881 591 30% 31% 0 0 0 1211 360 0 0 0 1941 610 Total room load Air required (cfm) 1458 94 2472 114 1571 102 2552 118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk- wrightsolFt' 2016-Jul-25 13:21:07 l>\ Right-SuileO Universal 2017 17.0.03 RSU24011 Page 3 keTH'sBirchGLE%Lot66Thombrook@TH'sBirchGLE.rup Cak: - MJ8 House laces: E wrightsoft Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONIN 531 CODISCO WAY. SANFORD. FL 32771 hone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty Construction number Job: Lot66ThornbrookeTH'sBirc... Date: 7/10/2014 By: FJF bth 2 mslr bth 0 fl 0 fl 8.0 ft heal/cool 8.0 It heat/Cod11.0 x 5.5 It 60.5 112 6.5 x 15.0 If 97.5 W U-value Or HTM Area (III Load Area (It2) Load itutl/f12••F) Btuh/It2) or perimeter ((I) Btuh) or perimeter (It) Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod0.091ne2.58191Aw9 Z34 9- 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A 12C-0sw 0:091a2:592:340000U002A•2o0.340 a 9.62 9.83 0 0 0 0 0 0 0 0 2A•2ov 0.340 a 9.62 26.42 0 0 0 0 0 0 0 0 2A-20v 0.340 a 9.62 26.42 0 0 0 0 0 0 0 0 I:SN•coCS 2A-2ov IOC-v u.Lul e 0 340 e W b w 14. 61 c) AED excursion 5 10 Envelope loss/gain 55 100 157 194 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 155 100 157 194 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 55 100 157 194 Duct loads 1 309% 31 % 16 31 30% IN 1 r Total room load 71 132 W4 255 Air required (cfm) 5 6 13 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 7- -Fid- wrightsoft- 2016-Jul-25 13 21:07 Righl-Suite® Universal 2017 17.0.03 RSU24011 Page 4 keTH'sBirchGLE\Lo166ThornbrookeTH'sBirchGLE.rup Calc - MJ8 House faces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web, WWW DEL -AIR COM Job: Lot66ThombrookeTH'SBirc... Date: 7/10/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area msir an 20.2 it 8.0 it heat/cool 1.0 x 232.5 11 232.5 142 msir wic 0 It 8.0 It heat/cool 70 x 8.0 1t 56.0 f12 Ty construction number U•value StuWltx•F) Or HTM Btuhlfig Area (Itj or perimeter (11) Load Btuh) Area (fig I or perimeter (It) Load Btuh) Heal cool Gross N/P/S Heat cool Gross N/P/S Heal Cod 6 VII t 12C-Osw 1l)C•v 0.091 0.370 ne ne 2.58 10.47 2.34 17.90 34 19 15 0 39 129 35 340 0 0 0 0 0 0 0 0 11 12C-Osw 2A-2ov 2A•2ov 2A•2ov 0.091 0.340 0.340 0.340 a a a a 2.58 9.62 9.62 9.62 2.34 9.83 26.42 26.42 120 0 15 15 90 0 0 0 232 0 144 144 211 0 396 396 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A•2ov IIDO 0. 201 0. 340 0_ 390 a a e 5. 69 9. 62 11. 0-44. 35 11. 39 11. 99 0 0 0 0 0 O_ 8 0 0 0 21 0 0 O 19 0 0 0 0 0 0 0 0 0 0 0 0 0 W12C-Osw 0.091 s 2.58 2.34 8 0 0 0 W j_6A 30ad O 032 0. 091 0. 340 0. 201 0. 500 0. 340 s w w w w w 0_ 9t 2. 58 9. 62 5. 69 14. 15 9. 62 2 382. 34 28. 79 4. 35 1640 11. 72 42 0 0 0 0 0 42 0 0 0 0 0 38 0 0 0 0 0 100 0 0_ 0 0 0 0 0 0 yI L- f 12C- Osw 2A- 2ov 13A- 2ocs 10C• v 2A• 2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q O 12C- 0sw 1too 0. 091 0. 390 n 2. 58 11. 04 1. 44 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0..91_ 1.74 M3 233 211 404 56 56 51 7 F 20P•191 0.0-501.41 0.71 8 6 8 4 0 0 0 0 F 2OP-i9t 0,050 1.41 0.71 159 159 225 113 41 41 58 29, F 22A•Ip1 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 15 6 Envelope loss/gam 1260 2033 109 120 12 a) Infiltration b) Room ventilation 1310 0 421 0 0 0 0 0 13 Internal gains: Occupants @ 230 Apoiances/ other 1 230 600 0 0 0 Subtotal ( lines 6 to 13) 2570 3284 109 120 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 309% 31% 0 0 0 2570 764 0 0 0 3284 1033 301y- 31% 0 0 0 109 32 0 0 0 120 38 Total room load Air required (cfm) 3333 216 4317 200 141 9 158 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A, A - wrightsotFt' 2016 Jul•25 1 Right- Suile® Universal 2017 17.0.03 RSU24011 Page 5 keTH' sBirchGLE\Lol66ThornbrookeTH'sBirchGLE.rup Calc - M.18 House faces. E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone. 407-333.2665 Fax: 407.333.3863 Web: WWW.DEL-AIR.COM Job: LoMThombrookeWsBirc... Date: 7/10/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 It 8.0 It heat/cool 3.5 x 7.0 11 24.5 fit laundry 4.0 It 8.0 It heat/cool 1.0 x 254.5 It 254.5 lit Ty Construction number U-value Stuh/ItZ•F) Or HTM Btuhl(t2) Area (ft or perimeter (IQ Load Btuh) Area (ft2) or perimeter (It) Load Bluh) Heal cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 VjI I _G 12C-0sw I O ,- 0.091 0.370 ire no 2.58 10.47 2.34 17 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12C-Osw 2A•2ov 2A•2ov 2A-2ov 0.091 0.340 0.340 0 340 a a a a 2.58 9.62 9.62 9.62 2.34 9.83 26.42 2642 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 8 0 0 24 8 0 0 62 77 0 0 56 79 0 0 VLt13A•2ocs 2A•2ov 1100 0.201 0.340 0390 0.091 a a a s 5.69 9.62 11.04 2.58 4.35 11.39 t 1.99 2.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 W 12C-0sw 0 0 0 0 0 0 0 0 W Vy I--(' 16A 30ad 12C-Osw 2A-2ov 0_032 5 0.91 2.58 9.62 2 38 2.34 28.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 w w 0 0 0 0 0 0 0 0 0 0 13A•2ocs 10C-v 2A-2ov 0.201 0.500 0.340 w w w 5.69 14.15 9.62 4.35 16.40 11.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 12C-0sw 1100 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16Ba30ad 0.032 091 1.74 25 25 22 43 255 255 230 442 F F 20P_1% 0O50 1.41 0.71 0 0 0 0 0 0 0 0 20P-I% 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AEO excursion 2 59 Envelope loss/on 122 41 369 518 12 a) Infiltration b) Room ventilation 0 0 0 01 205 0 66 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 600 Subtotal (lines 6 to 13) 22 41 575 1184 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 30% I%j 0 0 0 22 7 0 0 0 41 13 30°/. 1 31% 0 0 0 575 171 0 0 0 1184 372 Total room load Air required (clm) 1 2912 53 2 1 746 48 556 72 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wrightsoft- 2016-Jul-25 13:21.07 Right-SuueO Universal 2017 17.0.03 RSU24011 Page 6 keTH'sBirchGLE\Lot66ThornbrookeTH'sBirchGLE.rup Calc . MJ8 House laces: E Duct System Summary Job: Lot66ThombrookeWsB... wrightsoft" y Date: 7/10/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web. WWW.DEL-AIR.COM Project• • For: Taylor Morrison Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.190 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.190 in/100ft 840 cfm 126 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk b1h 2 c 132 5 6 0.251 4.0 Ox 0 VIFx 10.5 85.0 st2 family h 2985 193 182 0.190 8.0 Ox 0 VIFx 31.4 95.0 SO kitchen/cale h 2435 158 127 0.201 7.0 Ox 0 VIFx 24.2 95.0 SO laundry c 1556 48 72 0.252 5.0 Ox 0 VIFx 10.2 85.0 st2 mstr blh h 204 13 12 0.245 4.0 Ox 0 VIFx 13.0 85.0 st2 mstr rm h 3333 216 200 0.236 8.0 Ox 0 VIFx 16.8 85.0 st2 mstr we c 53 2 2 0.259 4.0 Ox 0 VIFx 7.8 85.0 st2 mstr wic h 141 9 7 0.251 4.0 Ox 0 VIFx 10.5 85.0 st2 Powder C 5 0 0 0.198 4.0 Ox 0 VIFx 26.1 95.0 SO rm 2 c 2552 102 118 0.198 6.0 Ox 0 VIFx 21.2 100.0 st3 rm 3 C 2472 94 114 0.196 6.0 Ox 0 VIFx 22.2 100.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 351 308 0.190 643 10.0 0 x 0 VinlFlx st2 Peak AVF 489 532 0.196 677 12.0 0 x 0 VinlFlx st3 Peak AVF 196 232 0.196 666 8.0 0 x 0 VinlFlx st2 t wri htsoft' 2016-Jul-25 13 21:08 9 Righl-Suite® Universal 2017 17.0 03 RSU24011 Page 1 ACCA...keTH'seirchGLE\Lot66ThornbrookeTH'sBirchGLE.rup Cal: a MJ8 House laces: E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbt Ox 0 840 840 0 0 0 0 Ox 0 VIFx C wri htsoft 2016-Jul-2513:21:08 At-9 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 2 ACCK .. keTH'sBirchGLE\Lol66ThornbrookeTH'sBirchGLE rup Cale a MJ8 House faces E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085. Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the lime of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/1 S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)kll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/25/2016 1:40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•17 (41'C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140'17 (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water healing systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water healers shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806. Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403 5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved healing and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 limes greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/25/2016 1:40 PM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 limes greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces phall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1 R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6 1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or healing to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9 3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool healers shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat selling R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heal -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 7/25/2016 1:40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 i i 42X42 A/C SLAB I u N BY BLDR MIN I t a. 1 yy w O m w .e. e, md Am4 Asdy dads V MONEYVCI.I. IWD :Ora Bedroom 3 I 1 DAMPCR SYSTEM M2221K ieovo tr.ns tu. Bedroom 2 OR are 12 wu. O are to I 1 yFaml Q wd 1D I I I O TH632CUl000DAr. 10.6 I1 c• O .I rapt I j IH6320u1000DAG 0 I:cd i Nm r..i V QDAISC7733A1000r0• I apU 14• 91 lace 2. 0 TON V/SKV e24ov IPH dryer duct 0' to roof c•P Z OWL7 L7 Cie too10.10 plea t 2 a .c 20. 12 rae S © I •/er er vent beN p Cafe AM! HANGING IN ATTIC 0 • 12 rag I tU W C,6 U Q scH• nn••1•o• 10. e 70r N Z N 3' bath duct to roof cop STaRW I CD U 10. 1 •ctl 12'.12' 1Its ,• w/fan 16.1 f Sp i iR Nutone 696RNB 1 OVA rso• f.. Ro fee bath duct Bat .• R I to wall cap 10s w/ fan a 1•- I Nutone 696RN t Car Gara _ n= Transfer ducts/ 1•s sized In cenplbnc• Inn rlwalu Residential p' L recap 7•.' - rig- 1 „• -sMyj• i Z MAdtip Cede - M16ot.e UI.X•e Return Aa•, e.ceptbro 1-3. Wader 1 1•.0 ce I 1 20D I I O n I------ w __, nuft provide un'•strlet•s 1 Inch undo' c.1t on seers to nahnaeu z• s I r Lt.l Ulle 1 SOUME FOOTAM 11 i O I i 1 1I i i % Ro•aar•AIRYa 0 O w1ypyyA• 6 I 0 .D Z(U kit 000L° Pad1--- f ado HLn J Upper Floor Plan Main Floor Plan n.=:` Rating o O T • V• NNY n In m McW.' an to • • • • > o Z Traditional ElevationZ a 0 m< a O J O 7 Q Cr Must have a nWnun clearance of 4 Inches *round the air handler per the State Cnergy code All duct has an rz6 Insulation value. m d J 0 0 0 VICORD COPY FORM R405-2014 r I t .• r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING C'ONSfRUC,TION Florida Department of Business and Professional Regulation - Residential -Performance -Method Project Name: Lot67ThombrookeTH'sBirchGRE Builder Name: Taylor Morrison Homes Street: Permit Office: City, Slate, Zip. FL, Permit Number: - 2 2 2Owner: Jurisdiction: Xa210G0,1 Design Location: FL, Sanford q 1500 1. New construction or existing New (From Plans) 9. Wall Types(2455.8 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1488.40 ft' b. Frame - Wood, Exterior R=13.0 370.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 345.33 ft' 4. Number of Bedrooms 3 d. other (see details) R= 252.00 ft' 10. Ceiling Types (1184.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1144.00 ft' 6. Conditioned floor area above grade (W) 1822 b. Knee Wall (Vented) R=30.0 40.00 ft' Conditioned floor area below grade (ft') 0 c. R= f 11.Ouctcls R ft' ft 7. Windows(205.8 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 364.4 a. U-Factor: Dbl, U=0.34 177.92 W SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.37 18.89 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.28 a. Central Unit 25.2 SEER:16.00 c. U-Factor: Dbl, U=0.34 9.03 ft' SHGC: SHGC=0.26 13. Heating systems kBlu/hr Efficiency d. U-Factor: N/A ft' a Electric Heat Pump 21.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 4.643 ft. Area Weighted Average SHGC. 0.288 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1832.0 sgft.) Insulation Area EF: 2.400 a. Slab -On -Grade Edge Insulation R=0.0 824.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 743.00 ft' None c. other (see details) R= 265.00 ft' 15. Credits Pstat Glass/Floor Area: 0.113 Total Proposed Modified Loads: 40.86 PASS Total Baseline Loads: 41.23 I hereby certify that the plans and specifications covered by Review of the plans and Ft%E SrA this calculation are in compliance with the Florida Energy specifications covered by this y Code. calculation indicates compliance y4j ,,,, '' ? ,.?r • OwiththeFloridaEnergyCode. har ' •: •,., PREPARED BY: Before construction is completed DATE: _ 7/25/16 this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as desi ned, is in compliance Florida Statutes. OCODwiththeFloridaEnergyCode. OWNER/AGENT: -_ _- - - - __ _ _. WE BUILDING OFFICIAL:"(__ - DATE:- - - - -- - - --- - --- - - DATE: - 1•-f 44y Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 7/25/2016 2:07 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lol67ThombrookeTH'sBirchG Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1822 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Healing Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1822 15647.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 824 76632 Yes 4 0 1 Yes Yes Yes 2 Floor 2 998 7984 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space_ Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Floor 2 ____ ___ 6 ft' 19 0 0 1 2 Floor over Garage Floor 2 _-__ __- 259 ft' 19 0.2 0 0.8 3 Slab -On -Grade Edge Insulalio Floor 1 27 ft 0 824 ft' 0.2 0 0.8 4 Floor Over Other Space Floor 2 ____ ____ 743 ft' 0 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1218 ft' 272 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1089 ft' N N 7/25/2016 2:07 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 40 ft' 0.11 Wood 2 Under Attic (Vented) Floor 1 30 1144 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt T.o Wall_T.ype Space R_Value-Et_In-Et_in Area-R_Value_Eraction-Absor.-Grade%_ 1 W Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 6 9 4 163.3 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 1 0 8 0 8.0 ft' 0 0.23 0.6 0 4 E Exterior Frame - Wood Floor 2 13 19 0 8 0 152.0 ft2 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul Floor 1 4.1 9 6 9 4 88.7 ft' 0 0 0.6 0 6 SE Exterior Frame - Wood Floor 2 13 4 3 8 0 34.0 ft' 0 0.23 0.6 0 7 Garage Frame - Wood Floor 1 13 37 0 9 4 345.3 ft' 0 0.23 0.01 0 8 S Neighbor Frame - Wood Floor 1 13 47 9 4 438.7 ft' 0.23 0.6 0 9 N Neighbor Frame - Wood Floor 1 13 29 4 9 4 273.8 ft' 0.23 0.6 0 10 S Neighbor Frame - Wood Floor 2 13 47 8 376.0 ft' 0.23 0.6 0 11 N Neighbor Frame - Wood Floor 2 13 50 8 400.0 W 0.23 0.6 0 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.34 0.29 60.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds None 2 W 2 Vinyl Low-E Double Yes 0.34 0.29 21.3 ft7 7 ft 0 in 0 ft 0 in None None 3 W 2 Vinyl Low-E Double Yes 0.34 0.29 58.6 ft' 7 ft 0 in 0 ft 0 in Drapes/blinds None 4 E 4 Vinyl Low-E Double Yes 0.34 0.29 8.0 ft' 8 ft 0 in 0 ft 4 in Drapes/blinds None 5 E 4 Vinyl Low-E Double Yes 0.34 0.29 15.0 ft' 1 ft 0 in 4 ft 6 in Drapes/blinds None 6 E 5 Vinyl Low-E Double Yes 0.34 0.26 9.0 ft' 8 It 0 in 1 ft 0 in None None 7 SE 6 Vinyl Low-E Double Yes 0.37 0.28 18.9 ft' 9 ft 0 in 0 It 4 in None None 8 E 4 Vinyl Low-E Double Yes 0.34 0.29 15.0 ft' 1 ft 0 in 5 ft 10 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 259 ft° 0 ft' 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1303.9 71.58 134.62 2452 5 7/25/2016 2:07 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 21.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 25.2 kBtu/hr cfm 075 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cerl Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply -- Return --- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 364.4 ft Attic 91.1 ft' Default Leakage Attic Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Heatin HJan Jan Feb Mar Feb Mar Apr A r Ma X Jun X Jul Au May Jun Jul Au Se Se11 Oct Oct Nov NovH Dec DecVentingJanFebXMarAprMayJunJulAugSepOctNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/25/2016 2:07 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1488.40 ft' b. Frame - Wood, Exterior R=13.0 370.00 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 345.33 ft' 4. Number of Bedrooms 3 d. other (see details) R= 252.00 ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1144.00 ft' 6. Conditioned floor area (ft') 1822 b. Knee Wall (Vented) R=30.0 40.00 ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl, U=0.34 177.92 ft' 11. Ducts a. Sup: Attic. Ret: Attic, AH: Attic R ft1 6 364.4 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.37 18.89 ft' SHGC: SHGC=0.28 12. Cooling systems kBlu/hr Efficiency c. U-Factor: Dbl, U=0.34 9.03 ft' a. Central Unit 25.2 SEER:16.00 SHGC: SHGC=0.26 d. U-Faclor: N/A ft' 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 21.8 HSPF:9.00 Area Weighted Average Overhang Depth: 4.643 ft. Area Weighted Average SHGC: 0.288 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 824.00 ft' a. Electric EF: 2.4 b. Floor Over Other Space R=0.0 743.00 ft' c. other (see details) R= 265.00 fl' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: OF -{HE STgr v i, Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/25/2016 2:07 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot67ThombrookeTH'sBirchGRE Builder Name: Taylor Morrison Homes Street: Permit Office: City, Slate, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/25/2016 2:07 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® . USRCSB v4.0 7/25/2016 2:07:14 PM Page t of t FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot67ThornbrookeTH'sBirchGRE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and Flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 1 hereby certify that the above envelope leakage Where required by the code official, OFTKE STgT performance results demonstrate compliance 4 with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 7/25/2016 2:07 PM testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: — — --- — -- - - - -- - -- EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1 Manual S Compliance Report Job: Lot67ThombrookeTH'sB wrightsof' ... Date: 7/10/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax, 407-333-3853 Web: WWW DEL-AIR.COM Project• • For: Taylor Morrison Homes Cooling Equipment Design Conditions Outdoor design DB: 92.50F Sensible gain: 17963 Btuh Entering coil DB: 76.0°F Outdoor design WB: 76.30F Latent gain: 3788 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 21751 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18559 Btuh 103% of load Latent capacity: 4046 Btuh 107% of load Total capacity: 22605 Btuh 104% of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 41.7°F Heat loss: 12972 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Entering coil DB: 69.7°F Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22363 Btuh 172% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.8 kW 101% of load Temp. rise: 15 OF The above equipment was selected in accordance with ACCA Manual S. c wri htsoft` 2016-Jul-25 14:05 52 9 Right-Suile® Universal 2017 17.0 03 RSU24011 Page I 1MCA ..keTH'sBirchGREkLO167ThornbrookeTH'sBirchGRE.rup Calc - MJ8 House laces E Component Constructions Job: Lot67ThombrookeWsB... wf ightsoft p Date: 7/10/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 631 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Project• • For: Taylor Morrison Homes Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 17 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain IH BWhAI -F n -FBNh BWhmr BWh 81uh/II2 h Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 8 0.091 13.0 2.58 21 2.34 19 Irish, 2"x4" wood frm, 16' o.c. stud a 114 0.091 13.0 2.58 294 2.34 267 se 15 0.091 13.0 2.58 39 2.34 35 W 116 0.091 13.0 2.58 299 2.34 272 all 253 0.091 13.0 2.58 651 2.34 593 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum a 56 0.201 0 5.69 316 4.35 242 board int fnsh W 84 0.201 0 5.69 476 4.35 364 all 139 0.201 0 5.69 792 4.35 606 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" s 42 0.032 30.0 0.91 38 2.38 100 gypsum board int Irish Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 327 0.091 13.0 2.58 843 1.44 472 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl Irm mat, Or innr, 1/4" gap, e 8 0.340 0 9.62 77 9.83 79 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 8 it overhang (4 ft window ht, 0.33 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, a 15 0.340 0 9.62 144 26.4 396 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium: 1 ft overhang (5 ft window ht, 4.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, a 15 0.340 0 9.62 144 26.4 396 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 ft overhang (5 ft window ht, 5.83 it sep.): 6.67 ft head ht 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, e 9 0.340 0 9.62 88 11.4 104 1/8" thk; NFRC rated (SHGC=0.26); 8 It overhang (4.2 ft window ht, 1 ft sep.); 6.67 ft head ht 10C-v: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, se 19 0.370 0 10.5 199 8.63 164 1/8" thk; NFRC rated (SHGC=0.28); 9 ft overhang (6.7 ft window ht, 0.33 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, w 60 0.340 0 9.62 577 28.8 1727 1/8" thk, NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It overhang (5 it window ht. 0.83 it sep.); 6.67 ft head ht C wri htsoft` 2016-Jul-2514.05:52 ACA9 Right -Suite® Universal 2017 17 0.03 RSU24011 Page I keTH's8irchGRBLol67ThornbrookeTH's8irchGRE.rup Calc - MJ8 House faces E IOC-v: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 21 0.500 0 14.1 302 16.4 350 1/8" thk; NFRC rated (SHGC=0.32); 7 ft overhang (8 It window ht, 0 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, w 58 0.340 0 9.62 561 11.7 683 1/8" thk: NFRC rated (SHGC=0.29); 50% drapes, medium; 7 It overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type a 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 196 12.0 213 all 42 0.390 0 11.0 461 12.0 501 Ceilings 16B-30ad:Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 1089 0.032 30.0 0.91 986 1.74 1890 gypsum board int Insh Floors 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 6 0.050 19.0 1.41 8 0.71 4 2OP-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 249 0.050 19.0 1.41 352 0.71 177 22A-ipl: Bg floor, light dry soil, on grade depth 27 0.989 0 28.0 756 0 0 wri htsoft` 2016-Jul-2514:05'52 A:L 9 Right-Suile® Universal 2017 17.0.03 RSU24011 Page 2 keTH'sBirchGRE\Lo167ThornbrookeTH'sBirchGRE.rup Calc - MJ8 House laces E wrightsoft Project Summary Enure House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM For: Taylor Morrison Homes Notes: 12/12/14 GCR 1/6/14 GCR LS 7/25/16 JA Weather: Orlando Intl AP, FL, US Job: Lot67ThombrookeTH'sB... Date: 7/10/2014 By: FJF Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 11242 Btuh Ducts 1730 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 12972 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating cooling Area (ft2 1822 1822 Volume ft3) 16489 16489 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 137 71 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-024-230-19 AH R I ref 7045677 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Sensible Cooling Equipment Load Sizing Structure 15236 Btuh Ducts 2727 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17963 Btuh Latent Cooling Equipment Load Sizing Structure 3247 Btuh Ducts 541 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3788 Stuh Equipment total load 21751 Btuh Req. total capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBX27UH-024-230'++TDR AH R I ref 7045677 9 HSPF Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh 21800 Btuh @ 47°F Latent cooling 6300 Btuh 24 OF Total cooling 25200 Btuh 840 cfm Actual air flow 840 cfm 0.065 cfm/Btuh Air flow factor 0.047 cfm/Btuh 0.30 in H2O Static pressure 0.30 in H2O Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wri htsoft• 2016-Jul-2514:05:52 9 Right-Suile® Universal 2017 17.0.03 RSU24011 Page 1AM...keTH'sBirchGRE\Lot67ThornbrookeTH'sBirchGRE.rup Calc - MJ8 House laces: E wrightsoft Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot67ThombrookeWsBirc... Date: 7/10/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 73.2 It 8.6 It 1922.5 10 family 17.5 It 9.3 11 heaYcool 22.0 x 19.0 It 418.0 Its Ty Construction number U-value Stutt/flx•F) Or HTM BlufVIII Area (ill or perimeter (it) Load Bluh) Area (119 or perimeter (It) Load 81uh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 8 8 21 19 0 0 0 0 11 V[-- G 2A-2ov 0.340 a 9.62 26.42 15 0 1 44 396 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2016-Jul-2514:05:52 Righ1•Swte® Universal 2017 17 0.03 RSU24011 Page t keTH'SBirChGRE\Lot67ThernbrOokeTH'SBirChGRE.Np C31c - MJ6 House faces. E wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax. 407-333.3853 Web: WWW.DEL-AIR.COM I Room name 2 Exposed wall 3 Room height 4 Rom dimensions 5 Room area Ty Construction number 6 V 11 Job: LotMhombrookeWsBirc... Date: 7/10/2014 By: FJF kitchen/cafe powder 9.5 It 0 It 9.3 If heal/cool 9.3 It heat/cool 1.0 x 386.0 It 4.0 x 7.5 It 386.0 It2 30.0 It2 U•value Or HTM Area (III Load Area (III Load stuhl(12-•F) (8tuIVIt2) or perimeter (ft) (Stuh) or perimeter (u) (Btuh) Heat I Cod Gross I N/P/S Heat I Cod Gross N/P/S Heat Cool 12A 2ovw 0.340I e l 9.62I 26.42I OI OI a 0 0 0 Ol U rsrl-1Cacs u.eur a o.oy n.aa oy oo a10 cqc u u u 2A-20v 0.340 a 9.62 11.39 9 9 w 104 0 0 0 I3A-2oCs 0.201 w b.69 4.35 u u u 0 u U u 10C•v 1 0.500 w 14.15 16.40 0 0 0 0 0 0 0 6 c) AED excursion 137 1 10 Erwelope loss/on 1866 1121 0 0 12 a) Infiltration 569 183 0 0 b) Room ventilation 0 0 0 0 13 Internal gains' Occupants @ 230 1 230 0 0 Appliances/other 1200 5 Subtotal (lines 6 to 13) 1 2435 27341 0 5 Less external load 0 0 0 0 Less transler 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 2435 2734 0 5 15 Duct bads 1 0% 0% 0 0 0% Not 0 0 Total room bad 2435 2734 0 5 Air required (clm) 158 128 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4GA wrightsoft' 2016-Jul-25 t4.05.52 Right -Suite® Universal 2017 17.0 03 RSU24011 Page 2 keTH'sBirchGRE\Lot67ThornbrookeTH'sBirchGRE.rup Cale a MJ8 House laces: E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgFax: 531CODISCOWAY, SANFORD. FL 32771 hone: 407.333.2665 407.333.3853 Web: WWW.DEL•AIR.COM Room name 2 Exposed wall 3 11Room height 4 Raam dimensions 5 Room area Ty Construction number 6 V 11 Job: Lot67ThombrookeTH'sBirc... Date: 7/10/2014 By: FJF rm3 nn2 10. 5 it 11.5 It 8. 0 It heat/Cool 8.0 it heat/cool 10. 5 x 16.5 It 11.5 x 16.5 1t 173. 3 ft2 189.8 f12 Or HTM Area (fig Load Area (Il2) Load Stuh/ 111 or perimeter (It) Bluh) or perimeter (It) Btuh) Heat Cod Gross I N/P/S Heat Cool Gross N/P/S Heat Cod 7 f.0 7 M A A A A A A A A C- Osw 1. 2A-20v I I I I eI Ifl 0.340 6 D D O D D 0 Y 1,1/\•GV1:.1 2A- 2ov 11D0 V. GVI 0. 340 0. 390 a a e 94 9. 62 11. 04 I. 11. 39 11. 99 V 0 0 V 0 0 V 0 0 V 0 0 V 0 0 V 0 0 V 0 0 V 0 0 I t G' 12C• Osw tOC• v 0. 091 0. 370 se se 2. 58 10. 47 2. 34 8. 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w yIf L_A•2ov 16A- M0 d 212C- Osw o 32 s w w Q9i 2. 58 9.62 2_30 2.34 28.79 0 84 30 0 54 0 0 0 0 0 0 0 0.091 0.340 139 289 127 864 92 30 62 0 160 289 145 864 13A• 2ocs IOC-v 2A-2ov 0.201 0.500 0.340 w w w 5. 69 14.15 9.62 4.35 16.40 11.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R D 12C- Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 61 c) AED excursion 1415 1 1 412 Envelope loss/ gain 585 1706 620 1750 12 a) Infiltration 539 173 591 190 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1124 1880 1211 1940 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 1124 1880 1211 1940 Duct loads 1 309% 32% 334 598 30'/ 32% 360 617 r Total room bad 1458 2477 1571 2558 Air required ( cfm) 94 116 1 102 120 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft- 2016-Jul-2514:05:52 A Zlk Right-Suile® Universal 2017 17 0 03 RSU24011 Page 3 keTH'SBirchGRE\ Lot67ThornbrookeTH'SBirChGRE.rup Calc - MJ8 House laces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 COOISCO WAY, SANFORO, FL 32771 hone: 407.333.2665Fax: 407.333-3853 Web: WWW.DEL-AIR.COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty Construction number Job: Lot67ThombrookeTH'sBirc... Date: 7/10/2014 By: FJF bth 2 mstr bth 0 It 0 It 8.0 It heat/cool 8.0 It heat/cool 11.0 x 5.5 It 60.5 It2 6.5 x 15.0 It 97.5 ft2 U-value Or HTM Area (fl2) Load Area (11x) Load ltuh/1R•F) Btuh/ft2) or perimeter (h) atuh) or perimeter (ft) Stuh) Heat I Cod Gross I N/P/S Heat I Cod Gross I N/P/S Heat Cool n n91 n I -A 2'14 n n n n 0 n 0 0 12A-2ovw1--G 0.340I a[] 612 2t.42I 0 0 01 0 0 OI 0 0 IJA-zocs u.zul a o.w wo u u u 11 u u u u 2A-2ov 0.340 a 9.62 11.39 0 0 0 0 0 0 0 RC:-ww UANI W I z.00 1 z..A u U u u u u u V 2A-20v 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 10C-v 0.500 w 14.15 16.40 0 0 0 0 0 0 0 0 6 c) AEO excursion 5 10 Erive" loss/gain 55 100 157 194 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 610 13) 155 100 1571 194 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 55 100 157 194 15 Duct loads 1 30% 329/. 161 32 w/. 32% 47 62 Total room load 71 132 204 256 Air required (c1m) 5 6 1 13 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2016-Jul-25 14:05:52 ZcA Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 4 keTH'sBuchGRE\Lol67ThornbrookeTH'sBirchGRE.rup Calc . MJ8 House laces: E wrightsoft Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot67ThombrookeTH'sBirc... Date: 7/10/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr nn 20.2 It 8.0 It heat/cool 1.0 x 232.5 11 232.5 W mstr wic 0 It 8.0 It heat/cool 7.0 x 8.0 It 56.0 It2 Ty Construction number U-value Bluh/IIZ•F) Or HTM BtubVIII Area (ftj or perimeter (It) Load 81uh) Area (112) or perimeter (It) Load 81uh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12CC-Osw 0_U91 n 2.58 2.34 8 8 21 19 0 0 0 0 11 12C-Osw 2A•2ov 2A•2ov 2A-2ov 0.091 0.340 0.340 0.340 a a a a 2.58 9.62 9.62 9.62 2.34 983 26.42 26.42 120 0 15 15 90 0 0 0 232 0 144 144 211 0 396 396 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 1100 0.201 0.340 0.390 a a a 5.69 9.62 11.04 4.35 11.39 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W L- G 12C-Osw tOC•v 0.091 0.370 se se 2.58 10.47 2.34 8.63 34 19 15 19 39 199 35 161 0 0 0 0 0 0 0 0 W 16A•30ad 0 032 0.091 0.340 s w w 091 2.58 9.62 2j8 2.34 28.79 42 0 0 42 38 100 0 0 0 0. Vy I--1 12C-Osw 2A•2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs loc-v 2A-2ov 0.201 0.500 0.340 w w w 5.69 14.15 9.62 4.35 16.40 11.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fj 0 12C-Osw 1100 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168_30ad PAM 0.91 1.74 233 233 211 404 56 56 51 97 F 2013•191 0.050 141 0.71 6 6 8 4 0 0 0 0 F 2OP•191 0,050 41 9.,71 159 159 225 113 41 41 58 29 F 22A-Ipl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 22 6 Envelope loss/gain 1260 1864 109 120 12 a) Infiltration b) Room ventilation 1310 0 421 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 1 2570 31151 1 109 120 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 309% 32% 0 0 0 2570 764 0 0 0 3115 991 30% 329% 0 0 0 109 32 0 0 0 120 38 Total room bad Air required (clm) 3333 216 4106 192 141 9 159 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft' 2016-Jul-25 14:05:52 ZcA Righ1•Swle® Universal 2017 17 0.03 RSU24011 Page 5 keTH'sBirChGRE\Lol67Thornbrook@TH'SBirchGRE.rup CaIC . MJ8 House laces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORD. FL 32771 Phone: 407.333.2665Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot67ThombrookeTH'SBirC... Date: 7/10/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 It 8.0 It heat/cool 3.5 x 7.0 it 24.5 It2 laundry 4.0 it 8.0 it heat/cool 1.0 x 254.5 It 254.5 It2 Ty construction number U-value Stuh/(12-•F) Or HTM atu1t/112) Area (It2) or perimeter (it) Load atuh) Area (It2) or perimeter (It) Load Stuh) Heat cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 11 W 12C-Osw 0.091 n 2_5f3 2.34 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 0.340 0.340 a a a a 2.58 9.62 9.62 9.62 Z34 9.83 26.42 26.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 8 0 0 24 8 0 0 62 77 0 0 56 79 0 0T 13A-2ocs 2A-2ov 1100 0.201 0.340 0.390 a a a 5.69 9.62 11.04 4.35 11.39 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy f 12C-Osw IOC-v 0.091 0.370 se se 2.58 10.47 2.34 8.63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30 d 0_032 s w w 091_ 2.58 9.62 2.38 O 0 0 0 0 0 0 0 yI I--G 12C-Osw 2A-2ov 0.091 0.340 Z34 28.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs I0c-v 2A-2ov 0.201 0.500 0.340 w w w 5.69 14.15 9.62 4.35 16.40 11.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 12C-Osw 1100 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 168.30ad 0.032 0.91 1.74 25 25 22 43 255 255 230 442 F 2OP_191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0,050 1.41 0.71 0 0 0 0 0 0 00 F 22A-lpi 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AEO excursion 2 59 Envelope loss/gain 22 401 369 517 12 a) Infiltration b) Room ventilation 0 0 0 0 205 0 66 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 600 Subtotal (lines 6 to 13) 22 40 575 1183 14 Less external load Less transfer Redistribution Subtotal bads 30% 32% 0 0 0 22 7 0 0 0 40 13 30% 32% 0 0 0 575 171 0 0 0 1183 376 r15OuctTotal room load Air required (clm) 1 2953 2 2 1 746 1 48 1560 73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G A wrightsoft- 2016-Jul-25 14:05:52 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 6 keTH's8irchGRBLot67ThornbrookeTH's8irchGRE.rup Calc = MJ8 House faces: E Duct System Summary Job: LotMhombrookeTH'SB... wrightsoft' y y Date: 7/10/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.190 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.190 in/100ft 840 cfm 126 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bih 2 c 132 5 6 0.251 4.0 Ox 0 VIFx 10.5 85.0 st2 family h 2985 193 184 0.190 8.0 Ox 0 VIFx 31.4 95.0 SO kitchen/cafe h 2435 158 128 0.201 7.0 Ox 0 VIFx 24.2 95.0 SO laundry c 1560 48 73 0.252 5.0 Ox 0 VIFx 10.2 85.0 st2 mstr bth h 204 13 12 0.245 4.0 Ox 0 VIFx 13.0 85.0 st2 mstr rm h 3333 216 192 0.236 8.0 Ox 0 VIFx 16.8 85.0 st2 msir we c 53 2 2 0.259 4.0 Ox 0 VIFx 7.8 85.0 st2 mstr wic h 141 9 7 0.246 4.0 Ox 0 VIFx 12.7 85.0 st2 powder c 5 0 0 0.198 4.0 Ox 0 VIFx 26.1 95.0 SO rm 2 c 2558 102 120 0.198 6.0 Ox 0 VIFx 21.5 100.0 st3 rm 3 c 2477 94 116 0.196 6.0 Ox 0 VIFx 22.2 100.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 351 312 0.190 643 10.0 0 x 0 VinlFlx st2 Peak AVF 489 528 0.196 673 12.0 0 x 0 VinlFlx st3 Peak AVF 196 235 0.196 533 9.0 0 x 0 VinlFlx st2 wri htsoft' 2016-Jut-2514:05.52 9 Right -Suite® Universal 2017 17 0 03 RSU24011 Page I 4CC % . keTH'sBirchGRE\Lot67ThornbrookeTH'sBirchGRE rup Calc = MJ8 House laces: E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wri htsoft' 2016-Jul-2514:05:52 9 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 2 14CCA...keTH'sBirchGRE\Lof67ThornbrookeTH'sBirchGRE rup Calc . MJ6 House faces: E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. Y R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)All ducts, air handlers, and filler boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct lightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553 99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following' 1. Post -construction lest: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test. Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (2513a) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the lest. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/25/2016 2:07 PM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Cam Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air Flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heal trap or a downward and upward bend of at least 3 %2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4 2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TMA , Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water healing systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and healing equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403 6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/25/2016 2:07 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16. 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems 3. Where pumps are powered exclusively from on -site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heal loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space. 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"`"r1-aft realdenWl Upper Floor P Rating Main Floor Plan O S .' hndng Code - MIbOL. Nlantetl R" ""' ""°"°' "' tl" nus, 0rtivltle urestrt,etl 1 .w:h e de"wt on doors to habitable a f r W• foN LA IT. 1 7 CO Z Y' ilrL W:wNm reens. Z G 3. a Alternate J m 0' 0 0 Musthave0nWnunclearanceof4Inches0r0undtheairhbndlerpertheStateEnergycode. All duct Iwi on r=6 Insulotlon voles. 1(n 0 RECORD COPY At.f % ; 2 FORM R405-2014 - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot68ThombrookeTH'sRedwoodGLE Builder Name: Taylor Morrison Homes Street: City, State, Zip. FL. Permit Office: Permit Number: # 16 2 2 Owner: Jurisdiction: _6040% J Design Location: FL, Orlando 1. New construction or existing New (From Plans) 9. Wall Types (2558.4 sq(t.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1541.80 ft' b. Frame - Wood, Exterior R=13.0 424.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 308.00 fl' 4. Number of Bedrooms 3 d. other (see details) R= 284.67 ft' 10. Ceiling Types (1192.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1142.00 ft 6. Conditioned floor area above grade (ft') 1933 b. Knee Wall (Vented) R=30.0 50.00 ft' Conditioned floor area below grade (ft') 0 c. R= f 11. Ducts ftRft' 7. Windows(177.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 386.6 a. U-Factor: Dbl, U=0.34 103.58 ft' SHGC: SHGC=0.29 b. U-Faclor: Dbl, U=0.34 45.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 30.0 SEER:15.00 c. U-Factor: Dbl, U=0.58 21.33 ft' SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 8.00 ft' a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: other (see details) Area Weighted Average Overhang Depth: 3.695 ft. Area Weighted Average SHGC: 0.287 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1933.0 sqft.) Insulation Area EF: 2.400 a. Slab -On -Grade Edge Insulation R=0.0 894.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 790.00 ft' None c. other (see details) R= 249.00 ft' 15. Credits Pstat Glass/Floor Area: 0.092 Total Proposed Modified Loads: 41.54 PASS Total Baseline Loads: 42.06 1 hereby certify that the plans and specifications covered by Review of the plans and THE Srq?' this calculation are in compliance with the Florida Energy specifications covered by this O o _ z Code. calculation indicates compliance r,,,, OwiththeFloridaEnergyCode. nn, •• :`.,,< PREPARED BY: Before construction is completed DATE: __ _ 7./25/1.6 _ this building will be inspected for a compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. yC v with the Florida Energy Code. D WE OWNER/AGENT:__ -__ _ /--___ ___ _ BUILDING OFFICIAL: DATE: --- - -- _ Nz -- -- - DATE: - q - /?-/ G Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 On for whole house. 7/25/2016 2:30 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 1 of 4 FORM P4nri_gn14 PROJECT Title: Lot68ThombrookeTH'sRedwo Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1933 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Homes Rotate Angle. 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, Slate, Zip: Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97 5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blocki 1933 16626.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Healed 1 Floor 1 894 8314.2 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1039 8312 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perim_eter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Floor 2 ___ _ 249 ft' 19 0.1 0 0.9 2 Slab -On -Grade Edge Insulatio Floor 1 31 ft 0 894 ft' 0.42 0 0.58 3 Floor Over Other Space Floor 2 ___ ___ 790 ft' 0 0.3 0 0.7 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1278 tt' 286 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1143 ft' N N 7/25/2016 2.30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R40S-9014 CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 10 ft' 0.11 Wood 2 Knee Wall (Vented) Floor 1 30 16 ft' 0.11 Wood 3 Knee Wall (Vented) Floor 1 30 8 ft' 0.11 Wood 4 Knee Wall (Vented) Floor 1 30 16 ft' 0.11 Wood 5 Under Attic (Vented) Floor 1 38 1142 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V #-Omt To Wall_T.ype Spate R_Value-Et-In_Et_In Area-R>Value_Eraction_Absor._Grade%_ 1 N Exterior Frame - Wood Floor 2 13 7 0 8 0 56.0 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Floor 1 4.1 3 0 9 4 28.0 ft' 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 10 6 9 4 98.0 ft' 0 0 0.6 0 5 S Exterior Frame - Wood Floor 2 13 2 0 8 0 16.0 ft' 0 0.23 06 0 6 W Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 7 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 0 9 4 158.7 ft' 0 0 0.6 0 8 Garage Frame - Wood Floor 1 11 33 0 9 4 308.0 ft' 0 0.23 0.01 0 9 N Neighbor Frame - Wood Floor 1 13 47 0 9 4 438.7 ft' 0.23 0.01 0 10 S Neighbor Frame - Wood Floor 1 13 33 4 9 4 311.1 ft' 0.23 0.01 0 11 N Neighbor Frame - Wood Floor 2 13 47 0 8 0 376.0 ft' 0.23 0.01 0 12 S Neighbor Frame - Wood Floor 2 13 52 0 8 0 416.0 ft' 0.23 0.01 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame_ Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 3 Vinyl Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds None 2 E 3 Vinyl Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 3 ft 3 m Drapes/blinds None 3 W 6 Vinyl Low-E Double Yes 0.35 0.31 8.0 ft' 1 ft 0 in 0 ft 8 in None None 4 W 6 Vinyl Low-E Double Yes 0.34 0.29 45.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds None 5 W 7 Vinyl Low-E Double Yes 0.58 0.32 21.3 ft' 7 ft 0 in 0 ft 0 in None None 6 W 7 Vinyl Low-E Double Yes 0.34 0.29 58.6 ft' 7 ft 0 in 0 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Oft' Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 249ft' 16 ft 9.3ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1385.5 76.06 143.05 2456 5 7/25/2016 2:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9 26.4 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply -- Return-- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 386.6 ft Attic 96.65 ft Proposed On Attic cfm 77.3 cfm 0.04 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingj 1 Heatinf X} Jan (( Feb i ]i Mar Jan [) C) Feb LxJ Mar j j r (1] ApprI May [[ X]] Jun JXJ Jul May() Jun Jul X1 Au i Au[ Xj Se Sep Oct Ocl Nov Nov HDec Dec Ventin [[ Ij Jan [ ] Feb l[X1] Mar X] r [ 1] Ma [ ] Jun Jul Aug Se X] Oct Nov Dec Thermostat Schedule- HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/ 25/2016 2:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 c. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) Multi -family 1 3 No 1933 Area 103.58 ft' 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= 45.00 W 21.33 ft' 8.00 W 3.695 ft. 0.287 Area 894.00 ft' 790.00 ft' 249.00 ft' 9. Wall Types a. Frame - Wood, Common b. Frame - Wood, Exterior c. Frame - Wood, Adjacent d. other (see details) 10. Ceiling Types a. Under Attic (Vented) b. Knee Wall (Vented) c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=13.0 1541.80 ft' R=13.0 424.00 ft' R=11.0 308.00 ft' R= 284.67 ft' Insulation Area R=38.0 1142.00 ft' R=30.0 50.00 ft' R= ft' R ft' 6 386.6 kBtu/hr Efficiency 30.0 SEER:15.00 kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 2.4 Pstal 04g14E STgr a:.:.°, f Q COD WE J Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/25/2016 2.30 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot68ThombrookeTH'sRedwoodGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL. Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight. IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/25/2016 2:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSS v4.0 7/25/2016 2:30:17 PM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot68ThombrookeTH'sRedwoodGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide by Leakage Total Conditioned Floor Area) On,Out) I hereby certify that the above duct testing performance results demonstrate compliance Duct tightness shall be verified by with the Florida Energy Code requirements in testing to Section 803 of the RESNET accordance with Section R403.2.2. Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. SIGNATURE: PRINTED NAME: DATE: I BUILDING OFFICIAL: DATE: pF KHE STgT o. n Coo WIE 7/25/2016 2:30 PM EnergyGauge® USA - FlaRes2014 - Section R405.4 1 Compliant S Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot68ThornbrookeTH'sRedwoodGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, Stale, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: L n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures: 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O - CHE STgTE 7/25/2016 2.30 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1 wrightsoftr Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.333.2665 Fax. 407.333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Job: LotWhombrookeWsR... Date: 7/8/2014 By: FJF Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 22314 Btuh Entering coil DB: 76.9°F Outdoor design WB: 76.3°F Latent gain: 4328 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 26642 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Sensible capacity: 22750 Btuh 102°/o of load Latent capacity: 4765 Btuh 11No of load Total capacity: 27515 Btuh 1030/o of load SHR: 83% Heating Equipment Design Conditions Outdoor design OB: 41.7°F Heat loss: 14424 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Output capacity: 27174 Btuh 1880/a of load Capacity balance: 26 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 4.9 kW 115% of load Temp. rise: 50 OF The above equipment was selected in accordance with ACCA Manual S. C htsoft• 2016-Jul-2514:29:08 Wrl 9 Right -Suite® Universal 2017 17.0.03 RSU24011 Page I AD:A ..: sRedwoodGLBLo168ThornbrookeTH'sRedwoodGLE.rup Calc = MJ8 House laces E Component ConstructionsP Job: Lo168ThombrOOkeTH'SR... Wrightsoft' Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax, 407-333-3853 Web. WWW.DEL-AIR.COM Project• For: Taylor Morrison Homes Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 it Design TO (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) 17 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Hlg HTM Loss Clg HTM Gain nr Bluh/W-"F fH-'F/Bluh BWhm" Btuh 81uhm= BWh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 56 0.091 13.0 2.58 144 2.34 131 fnsh, 2"x4" wood firm, 16" o.c. stud a 131 0.091 13.0 2.58 337 2.34 307 s 16 0.091 13.0 2.58 41 2.34 37 w 123 0.091 13.0 2.58 317 2.34 288 all 326 0.091 13.0 2.58 840 2.34 764 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" Ihk, 1/2" gypsum n 28 0.201 0 5.69 159 4.35 122 board int fnsh a 74 0.201 0 5.69 421 4.35 322 w 79 0.201 0 5.69 449 4.35 344 all 181 0.201 0 5.69 1029 4.35 787 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" a 46 0.032 30.0 0.91 42 2.38 109 gypsum board int Insh Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 290 0.091 13.0 2.58 747 1.44 418 wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, a 15 0.340 0 9.62 144 40.8 612 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); foreground = new concrete (0.32); 1 It overhang (5 ft window ht, 0.8 ft sep.): 6.67 ft head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, a 30 0.340 0 9.62 289 40.9 1228 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 3.3 ft sep.); 6.67 It head ht 2A-2om: 2 glazing, Or low-e ouir, air gas, mtl no brk frm mat, clr innr, w 45 0.340 0 9.62 433 43.2 1946 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29), foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 0.7 it sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, w 8 0.350 0 9.90 79 35.1 281 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 it window ht, 0.7 it sep.); 6.67 ft head ht C wri htsoft' 2016Jul-2514:29:08 9 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 1 k'A ..: sRedwoodGLE\Lot68ThornbrookeTH'sRedwoodGLE.rup Calc a MJ8 House fates- E 10C-m: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, cir innr, w 21 0.580 0 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); foreground = new concrete (0.32): 7 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 58 0.340 0 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 7 ft overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type a 24 0.390 0 n 18 0.390 0 all 42 0.390 0 Ceilings 168-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1139 0.032 30.0 gypsum board intfnsh Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir insh, r-19 cav ins, gar 236 0.050 19.0 ovr 22A-tpl: Bg floor, light dry soil, on grade depth 31 0.989 0 wrightsoft" Right -Suite® Universal 2017 17.0.03 RSU24011 14 sRedwoodGLE\Lot68ThornbrookeTH'sRedwoodGLE.rup Calc = MJ8 House laces: E 16.4 350 26.4 563 9.62 561 23.7 1382 11.0 265 12.0 288 11.0 196 12.0 213 11.0 461 12.0 501 0.91 1031 1.74 1977 1.41 334 0.71 168 28.0 854 0 0 2016-Jul-25 14:29.08 Page 2 PtSJob: LotWhombrookeWsR Projectummar... wrightsoft' y Date: 7i8i2014 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax 407.333-3853 Web: WWW DEL-AIR.COM Project• • For: Taylor Morrison Homes Notes: RVSD 6124/16 JA LS 3/27/16 JA LS 7/25/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11700 Stuh Structure 18069 Btuh Ducts 2724 Btuh Ducts 4245 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14424 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Infiltration Equipment sensible load 22314 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3375 Btuh Ducts 952 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area ( ft2 1933 1933 Equipment latent load 4328 Btuh Volume ft3) 17431 17431 Air changes/hour 0.50 0.26 Equipment total load 26642 Btuh Equiv. AVF (cfm) 145 76 Req. total capacity at 0.75 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AH R I ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 24 OF Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C Wrl htsoft' 9Righl-Sw1e® Universal 2017 17.0.03 RSU24011 2016- Jul-2514:29:08 Page 1 p`...' sRedwoodGLE\Lol68ThornbrookeTH'sRedwoodGLE.rup Cak - MJ8 House laces: E wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotWhombrookeWsRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 83.5 It 8.6 It 2028.8 ft2 family 17.0 It 9.3 It heat/cool 22.0 x 14.0 It 308.0 112 Ty I Constriction number U-value 8tuh/ItMF) Or HTM at Ill Area (([I or penmeter (It) Load Btuh) I Area (III or perimeter (Ip Load Btuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat cod 6 W 12C-Qsw 0_091 n 2_58 2.34 56 28 56 28 144 131 0 0 0 0 W 13A•2ocs 0.201 n 569 4.35 199 122 0 0 0 0 11 vL-G 12C-0sw 2A•2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 176 15 30 131 0 0 337 144 289 307 612 1228 0 0 0 0 0 0 0 0 0 0 0 0 yl I--D 13A-2ocs 11D0 0.201 0_390 a a 5.69 11.04 4.35 11.99 98 24 74 24 421 265 322 288 0 0 0 0 0 0 0 0 W 16A•30ad 0_03_2 a 091 2.38 46 46 42 109 0 0 0 0 W 12C-0sw 0_091 5 258 A -!I 16 16 41 37 0 0 0 0 12C-Osw 2A-2om 28.21m 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9_90 569 16.41 9.62 2.34 43.24 25.15 4.35 26.40 23.71 176 45 8 123 1 0 317 433 79 288 1946 281 344 563 1382 0 0 0 0 0 0 0 0 0 0 0 0 344 563 1382 G V-G 13A•2ocs 10C-m 2A•2om 159 21 58 79 15 54 449 350 561 159 21 58 79 15 54 449 350 561t-- G R I--O 12C•0sw 11D0 0.091 0.390 n 2.58 11.04 1.44 11.99 308 18 290 18 747 196 418 213 47 0 47 0 120 0 67 0 C 168.30ad 0.032 0.91 1.74 1139 1139 1031 1977 0 0 0 0 F 20P-19c 0.050 1.41 0.71 236 236 334 168 0 0 0 0 F 22n-td 0_989 27.9s 0.00 903 31 854 0 3oe 17 476 0 6 c) AED excursion 1132 1051 Envelope loss/on 7194 11870 1956 3407 12 a) Infiltration b) Room ventilation 4506 0 1449 0 947 0 305 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 3600 3 690 0 Subtotal (lines 6 to 13) 11700 18069 12903 4401 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 23% 1 27/.j 0 0 0 11700 2724 0 0 0 18069 4245 0% Oo/a 0 0 0 2903 0 0 0 0 4401 0 Total room bad Air required (clm) I 1442411000 22314 1000 2903 201 4401 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G 1 wrilghtsoft' 2016-Jul-2514:29:08 Right-Sude® Universal 2017 17.0.03 RSU24011 Page I sRedwoodGLE\LO168ThornbrookeTH'sRedwoodGLE.rup Cale a MJ8 House laces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONINC531CODISCOWAY, SANFORD. FL 32771 hone. 407-333.2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: LOt68ThombrookeTH'SRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area cake/kitchen 6.0 1t 9.3 It heat/cool 1.0 x 557.0 It 557.0 It2 Powder 7.5 It 9.3 It heat/cool 4.5 x 8.5 It 38.3 It2 Ty Construction U-value Btuhllt2-•F) Or HTM atuhlfR) Area (w) I or penmeter (It) Load atuh) Area (((I or perimeter ((I) Load Btuh) Heat Cool Gross N/P/S Heat cod Gross N/P/S Heat Cool 6 11 W W 12C 0sw _ 13A-2ocs 0_091 0.201 0.091 0.340 0.340 n 2.58 2.34 0 0 0 0 0 0 0 0 n 5.69 4.35 0 0 0 0 28 28 159 0 0 0 122 0 0 0 12C-0sw 2A-2om 2A-2om a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A.2aCs 1100 0.201 0.390 0.0_32 a a 5.69 11.04 4.35 1199 56 24 32 24 182 265 139 288 0 42 0 42 0 239 0 183 0 W a 0.91 2.38 0 0 0 0 0 0_ 0 W Vj/ V--G L--G 16A-30ad _ 12C-0sw 12C-0sw 2A-2om 28-21m- _. 13A-2ocs 10C-m 2A-2_om 452 w_ --- 11DO 0_091 0.091 0.340 0_350 0.201 0.580 0.34_0 0.091 0390 s w w w w w w 2_58 2.58 9.62 8_90 5.69 1641 9.62 2,34 2.34 43.24 95.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q I--O n 2.58 11.04 1.44 if.99 182 18 164 18 423 196 0 237 213 79 0 79 0 204 0 114 0 C 168.30ad 0.032 0.91 1.74 0 0 0 0 14 14 12 23 F 20P-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tp 27.ss 0_00 557 6 168 0 38 8 210 0 6 c) AED excursion 180 29 Envelopeloss/gam 1234 697 824 414 12 a) Infiltration b) Room ventilation 334 0 108 0 418 0 134 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 2400 0 0 0 Subtotal (lines 6 to 13) 1568 3434 1242 548 14 151 Less external load Less transfer Rechstribution Subtotal Duct bads 09/6 01% 0 0 0 1568 1 0 0 0 0 3434 0 38% 41% 0 0 0 1242 468 0 0 0 548 227 Total room bad Air required (clm) I 1 15681109 3434 154 1711 119 775 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i4 ft -Fk- wright601Ft' 2016-Jul-25 14:29:08 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 2 sRedwoodGLE\Lo168ThombrookeTH'sRedwoodGLE.rup Calc - MJ8 House laces: E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONING 531 COOISCO WAY. SANFORD. FL 32771 hone: 407.333.2665Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot68ThombrookeWsRed... Date: 7/8/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr an 17.5 It 8.0 It heat/cool 17.5 x 14.5 It 253.8 It2 mstr we 0 If 8.0 If heat/cool 3.5 x 5.5 It 19.3 I12 Ty Construction number U-value Btuh/102 *F) Or HTM Btuh/112) Area (ft2) or perimeter (It) Load Btuh) Area (It2) or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-Qsw 0.091 n 258 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-0 13A-2ocs 1100 0.201 0_390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 46 46 42 109 0 0 0 0 W 12C-0sw 12C-0sw 2A-2om 28;2fm 01191 s 2.58 2_3g 0 0 0 0 0 0 0 0 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 990 5.69 16.41 9.62 Z34 43.24 35.15 4.35 26.40 23.71 140 45 0 95 1 0 245 433 0 223 1946 0 0 0 0 0 0 0 0 0 0 0 0 0 G 13A-2ocs 10C-m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t--G q D 12C-0sw 1100 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.91 1.74 254 254 230 441 19 19 17 33 F 20P-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A_Ipl 0.9m 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AEO excursion 387 2 Envelope loss/gain 949 31061 17 32 12 a) Infiltration b) Room ventilation till 0 357 0 0 0 0 0 13 Internal gains. Occupants @ 230 Appl[ances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 2060 4293 17 32 14 15 Less external load Less transfer Redistribution Subtotal Ouct loads 38°/. 41°/. 0 0 0 2060 776 0 0 0 4293 1781 381/. 1 41% 0 0 0 17 7 0 0 0 32 13 Total room bad Air required (clm) 2836 197 6074 272 1 24 2 45 2 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsoft- 2016-Jul-2514:29:08 Right -Suite® Universal 2017 17.0 03 RSU24011 Page 3 sRedwoodGLE1Lot68ThornbrookeTH'sRedwoodGLE.rup Calc . MJ8 House laces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR QNDTION531COOISCOWAY, SANFORD, FL 32771I665 Fax: 407.333.3853 Web: WWW OEL-AIR COM Job: Lot68ThombrookeTH'sRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr bth 0 It 8. 0 ft heat/cool 1. 0 x 107.3 It 107. 3 It2 mstr wic 0 Il 8. 0 It heat/cool 11. 5 x 7.0 It 80. 5 112 Ty Construction number U• value BtuhllR' F) Or HTM BI III Area ( It2) or perimeter (ft) Load 81uh) Area ( 112) or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0_Q91 n 2_58 2.34 0 0 0 0 0 0 0 0 W 13A•2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 II v I-- C 12C- Osw 2A• 2om 2A- tom 0. 091 0. 340 0. 340 a a a 2. 58 9. 62 9. 62 2. 34 40. 81 40. 93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ 0 13A- 2ocs 1100 0. 201 0. 390 a a 5. 69 11. 04 4. 35 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 0 0 0 0 0 0 0 0 W 12C--0sw0.091 s a 0 0 0 0 0 0 9 0 12C- Osw 2A. 2om 28. 21m 0. 091 0. 340 0_ 350 0. 201 0. 580 0. 340 w w w w w w 2. 58 9. 62 9_ 90 5. 69 16. 41 9. 62 2. 34 43. 24 35, 15 4. 35 26. 40 23. 71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 13A• 2ocs 10C- m 2A- 2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R O 12C- Osw 1100 0. 091 0. 390 n 2. 58 11. 04 1. 44 it. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0 032 0.91 1.74 107 107 97 186 81 81 73 140 F M-19c O.Q50 1.41 Q.71 0 0 0 0 0 0 0 0 F 22A•td 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 7 Envelope loss/gain 97 177 73 133 12 a) Infiltration b) Room ventilation 0 0 0 01 0 01 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 97 177 73 133 14 Less exterralload Less transfer Redistribution Subtotal Duct bads 1 38'/0 1 41%1 0 0 0 97 37 0 0 0 177 73 38'/e 1 41% 0 0 0 73 27 0 0 0 133 55 r Total room toad Air required (cfm) I I 1 134 9 250 11 100 7 188 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrightsoft- 2016-Jul-25 14:29:08 Right - Suite® Universal 2017 17 0 03 RSU24011 Page 4 sRedwoodGLE\ Lol68ThornbrookeTH'sRedwoodGLE rup Calc • MJ8 House faces: E 4 wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORO, FL 32771 hone: 407.333.2665 Fax: 407.333.3853 Web: WWW OEL-AIR.COM Job: LotWhombrookeWsRecl Date: 7/8/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Roan dimensions Room area rrn 2 10.5 It 8.0 it heat/cool 1.0 x 171.0 11 171.0 It2 rm 3 20.5 It 8.0 11 heat/cool 1.0 x 150.3 It 150.3 ft2 Ty Construction U-value BtutVft2-*F) Or HTM atuh/It2) Area (It2) or perimeter (it) Load atuh) Area (III I or perimeter (It) Load 8tuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2_56 2.34 0 0 0 0 56 56 144 131 W L*-22c& 0201 n 5.69 4.35 0 0 0 0 0 0 0 0 1 1 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 84 15 0 69 0 0 178 144 0 162 612 0 92 0 30 62 0 0_ 160 0 289 145 0 1228 itry 13A-2ocs 11 DO 0201 0_390 a is e 5.69 11_04 0.91 4.35 11.99 2.38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0_032 0 0 0 0_ 0_ 0_ 0-- 0 W 1.2C-0sw 12C-Osw 2A-2om 2B-21m 0 09_1 0.091 0.340 0350 0201 0.580 0.340 s w w w w w w 2_58 2.58 9.62 990. 5.69 16.41 9.62 2_34 2.34 43.24 35.15 4.35 26.40 23.71 0 0 0 0 16 16 41 37 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 L13A- 2ocs IOC-m 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0_ G2 R 0 2A-2om 12C-0sw t I DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 171 171 155 297 150 150 136 261 F 2OP-19c 0.050 1.41 0.71 12 12 17 9 150 150 213 107 F 22A_Ipl 0_989 27.99 a00 0 0 0 0 0 0 00 6 c) AED excursion 52 80 Envelope loss/gain 494 1027 982 1830 12 a) Infiltration b) Room ventilation 502 0 161 0 979 0 315 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 996 1189 11962 2145 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 38% 1 41%1 0 0 0 996 375 0 0 0 1189 493 380/a 41% 0 0 0 1962 739 0 0 0 2145 890 Total room bad Air required (clm) 1 13711951 1682 75 2701 1 187 3034 136 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. IG P. Ad-wrightsoft' 2016-Jul-25 14:29:08 Right-Suile® Universal 2017 17.0.03 RSU24011 Page 5 sRedwoodGLE\Lot68ThornbrookeTH'sRedwoodGLE.rup Calc a MJ8 House laces, E d- wrightsoft• Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: LOtWhombrookeWsRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions. Room area bth 2 lav 0 It 8.0 It heat/cool 6.0 x 5.5 It 33.0 112 bth 2 0 It 8.0 It heat/coal 6.0 x 6.5 If 39.0 W Ty number lion U-value Stuh/Ih•F) Or HTM atuhllt2) Area (112) I or perimeter (11) Load atuh) Area (III or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0_091 n 258 5.69 2.34 4.35 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 0 0 0 0 0 0 0 0 1 1 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 4093 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl L--O 13A-2ocs 1109 0.201 0_390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A30ad 0.032 a 0.91 2.38 0 0_ 0 0 0 0 0 0 W GG 12(Z-05w 12C-osw 2A-2om 28 _21m 0_091 0.091 0.340 0_350 0.201 0.580 0340 s w w w w w w 2,58 2.58 9.62 0_90 5.69 16.41 9.62 2_34 2.34 43.24 4%15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G I--G 13A-2ocs 10C-m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t__D 12C-Osw I1 DO 0.091 0.390 in 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 33 33 30 57 39 39 35 68 F 2OP-19c 0.050 1.41 0.71 33 33 47 24 9 9 13 6 F 22A-tot 0.989 27.99 00 0 0 0 O 0 0 0 0 6 c) AED excursion 4 4 Envelope loss/gam 77 77 48 70 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 O 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 Subtotal (lines 6 to 13) 77 Ion 48 70 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 38% 41/ 0 0 0 77 29 77 32 38% 41% 0 0 0 48 18 0 0 0 70 29 Total room bad Air required (clm) 105 7 109 5 1 66 1 5 100 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft' 2016-Jul-25 14:29:08 Right-Suile® Universal 2017 17 0.03 RSU24011 Page 6 sRedwoodGLE\Lot68ThornbrookeTH'sRedwoodGLE.rup Calc = MJ8 House laces: E wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot68ThornbrookeWsRed... Date: 7/8/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area laundry 4.5 It 8.0 It heat/cool 1.0 x 271.5 It 271.5 It2 Ty Construction number U-value 81uh/I12-•F) Or HTM BlufV(t2) Area (119 or perimeter (fl) Load Btuh) Area or perimeter Load Heat cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2_58 2.34 0 0 0 0 W 13A-2ocs 0.201 n 5.69 435 0 0 0 0 11 V l12C- Osw 2A-20m 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 yl Y-D 13A-2ocs 11 DO 0.201 0.390 0.032 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 W 16A-30ad a 0.91 2.3t3 0 0 0 0 W 12C0sw 0.091 s 2.58 2.34 0 0 0 0 12C-Osw 2A-2om 26-21m 13A-2ocs tOC-m 2A-2om 0.091 0.340 O 350 0.201 0.580 0.340 a w w w w w 2.58 9.62 990 569 16.41 9.62 2.34 43.24 35 15 4.35 26.40 23.71 36 0 8 28 0 0 72 0 79 66 0 281 Vj/ I-t" 0 0 0 0 0 0 0 0 0 0 0 0L-( q 1--D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0.91 1.74 272 272 246 471 F 20P-19C 0.050 1.41 0.71 32 32 45 22 F 22A-tpl 989 27.99 0_00 0 0 0 0 6 c) AED excursion 61 Envelope loss/gain 442 901 12 a) Infiltration b) Room ventilation 215 0 69 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 600 Subtotal (lines 6 to 13) 657 1571 14 Less external load Less transfer Redisinb Lion Subtotal Duct loads 1 389% 1 41%1 0 0 0 657 248 0 0 0 1571 652 r Total room bad Air required (cIm) I 1 1 904 63 2222 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft• 2016-Jul-25 14.29:08 AGC$" Right -Suite® Universal 2017 17 0.03 ASU24011 Page 7 sRedwoodGLE\Lot68ThornbrookeTH'sRedwoodGLE.rup Calc - MJ8 House laces. E Duct System Summary Job: LOt68ThombrookeTH'SR... wrightsoft' y Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORO, FL 32771 Phone: 407333.2665 Fax, 407.333-3853 Web WWW.DEL-AIR.COM For: Taylor Morrison Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.261 in/100ft 1000 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.261 in/100ft 1000 cfm 130 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk blh 2 h 66 5 4 0.265 4.0 Ox 0 VIFx 28.1 100.0 st3 bth 2lav h 105 7 5 0.276 4.0 Ox 0 VIFx 23.0 100.0 st3 cake/kitchen c 3434 109 154 0.281 8.0 Ox 0 VIFx 26.1 95.0 st2 family h 2903 201 197 0.261 8.0 Ox 0 VIFx 35.1 95.0 st2 laundry c 2222 63 100 0.349 5.0 Ox0 VIFx 12.3 85.0 stl mslr bth c 250 9 11 0.363 4.0 Ox 0 VIFx 8.7 85.0 stl mslr rm C 6074 197 272 0.339 9.0 Ox 0 VIFx 15.3 85.0 stl mstr we C 45 2 2 0.361 4.0 Ox 0 VIFx 9.2 85.0 stl mslr wic c 188 7 8 0.368 4.0 Ox 0 VIFx 7.3 85.0 stl powder h 1711 119 35 0.262 5.0 Ox 0 VIFx 34.6 95.0 st2 rm 2 h 1371 95 75 0.264 6.0 Ox 0 VIFx 28.8 100.0 st3 rm 3 h 2701 187 136 0.275 7.0 Ox 0 VIFx 23.5 100.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 Peak AVF 429 386 0.261 546 12.0 0 x 0 VinlFlx SO Peak AVF 571 614 0.264 574 14.0 0 x 0 VinlFlx st3 Peak AVF 294 221 0.264 666 9.0 0 x 0 VinlAx st1 wri htsoft' 2016-Jul-2514.29.09 9 Right -Suite® Universal2017 17.0.03 RSU240t1 Page I ACCA .'sRedwoodGLE\Lot68ThornbrookeTH'sRedwoodGLE rup Calc . MJ8 House laces: E Return Branch Detail Table Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx wri htsoft' 2016-Jul-25 14 29:09 9 Right -Suite® Universal 2017 17 0.03 RSU24011 page 2 ICCA .'sRedwoodGLE\Lo168ThornbrookeTH'sRedwoodGLE.rup Cale - MJ8 House laces: E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5 Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0 944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heal pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heal operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)Nll ducts, air handlers, and filler boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. All register boots shall be taped or otherwise sealed during the lest. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the lest. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code 7/25/2016 2.30 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 %: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water healers shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water healing systems should meet the following criteria: 1. Be installed with a till angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/25/2016 2.30 PM EnergyGaugeO USA - FlaRes2014 - Section R405 4.1 Corn Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -lest value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return ducl(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160. Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heal loss. Exception: Outdoor pools deriving over 70 percent of the energy for healing from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 7/25/2016 2:30 PM EnergyGauge© USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 42X42 A/C SLAB aY BLDR MIN 2' FROM WALL - - '---- i 25 ION v/!KV 0240V IPM Ill.10 Olen Fami uu'M2iArMGIf[t,r AT1ICstele f..e -ca 193 I MDNEWEEL IWD 2DNE0, DAMPER S'SlEM MUNKaetr.n, ale y I O .rd 1e Oaro 12 IS! e.c I O sprtl 10 t-i 1M6320U1000DAG TM6320111000DAG DAIS C7733A 1000 100 l0 raDi CAD tlr tr vint 3' both duc, to roof capji1w/fon 1-Car Garage M to wolf cap w/fon Nutone 696RN I 1 1I 1 r.ntr.r 1 nCOlanehFloridaResidantial tu6tllnp Code - M160.e ie Meald Return Ae.ceptlans 1-3. AM, Main Floor Plan Host yoltivevrvestrMctetlIW4htich1.rtlrrcut on tloors to habi able 100n9. Dr Y re.t m. Aimmmmmml w•ro.1 r1 I 1 O wflefs Suite I q MTa 1 1 1 I I 1 I Is r01• a ' 0 MaB 1.ctl b I 9•1 r rop 1LD. 6 ltcd o roof cap fan SOUAREf- 0OTAGES A®.II M.110Y1 Upper Floor Plan o r , nv.t ael rA W• IdgY1 Rafting Traditional Eleva ion 1A Must have o nWnun clearance or 4 Inches around the air hondler per the State Energy code. All duct has an ra6 Insulation value. Z O N LIJ Y O O O OD Cn o E3 %D Z \U QLMJ02 O } N 00 LU > Z oZ ciu3 O J O O Q Er RECORD COPY AAUP FORM R405-2014 m P 2"'"1) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTIONS'' Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot69ThornbrookeTH'sWillowGLE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: 16 2 2City, Stale, Zip: FL. Permit Number: Owner: Jurisdiction: _AQ4eft Design Location: FL, Orlando vg7,C7p 1. New construction or existing New (From Plans) 9. Wall Types(2592.7 sqft.) Insulation Area 2. Single family or multiple family Multi -family a Frame -Wood, Exterior R=13.0 940.00 ft' b Concrete Block - Int Insul, Exterior R=4.1 58333 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Common R=1 0 416.00 ft' 4. Number of Bedrooms 3 d other (see details) R= 653.33 ft' 10. Ceiling Types (1412.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1364.00 ft 6. Conditioned floor area above grade (W) 2063 b Knee Wall (Vented) R=30.0 48.00 fl' Conditioned floor area below grade (ft') 0 c. N/A 11. Ducts R= ft' R W 7. Windows(258.0 sqft.) Description Area a. Sup: Attic, Ret• Attic, AH: Attic 6 362.6 a. U-Factor. Dbl, U=0.34 202.64 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.34 30.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 34.8 SEERA5.20 c. U-Factor: Dbl, U=0.58 21.33 ft' SHGC: SHGC=0.32 13 Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 4.00 ft' a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: other (see details) Area Weighted Average Overhang Depth: 2.075 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap: 50 gallons 8 Floor Types (2063.0 sqft.) Insulation Area EF: 2.400 a. Slab -On -Grade Edge Insulation R=0.0 770.00 W b. Conservation features b. Floor Over Other Space R=0.0 712.00 fl' None c. other (see details) R= 581.00 ft' 15. Credits Pstat Glass/Floor Area: 0.125 Total Proposed Modified Loads: 55.48 PASS Total Baseline Loads: 56.78 1 hereby certify that the plans and specifications covered by Review of the plans and D Tt4E SrgrF this calculation are in compliance with the Florida Energy specifications covered by this y 9, Code. calculation indicates compliance with the Florida Energy Code.O y PREPARED BY: ,'! Before construction is completed DATE: __1/25/16_-_..____--_ _ this budding will be inspected for v compliance with Section 553.908 I hereby certify that this building, as desi9p9d, is in compliance Florida Energy Code. Florida Statutes. t CODwiththe OWNER/AGENT: WE BUILDING OFFICIAL:'''' l UDATE: -- - - - - -- / DATE: - - --- - s '9' /G Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 On for whole house. 7/25/2016 9.53 AM EnergyGauge© USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot69ThornbrookeTH'sWillow Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2063 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units. 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON HOME Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp In( Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2063 17505 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil10 Finished Cooled Heated 1 Floor 1 770 7161 Yes 4 0 1 Yes Yes Yes 2 Floor 1293 10344 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 69.5 ft 0 770 ft' 0.35 0 0.65 2 Floor Over Other Space Floor 2 __ ___ 712 ft' 0 0.35 0 0.65 3 Raised Floor Floor 2 136 ft' 19 0.35 0 0.65 4 Floor over Garage Floor 2 __ ___ 445 ft' 19 0.35 0 0.65 ROOF Roof Gable Roof Solar SA Emilt Emitt Deck Pitch J # Type Materials Area Area Color Absor Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1525 ft' 342 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1364 ft' N N 7/25/2016 9:53 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 48 ft' 0.11 Wood 2 Under Attic (Vented) Floor 1 38 1364 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V _#_Omt To Wall_T.ype Space R_Value-Et-In-Et_in Area-R_Value_Eraction-Absor._Grade%_ 1 E Exterior Frame - Wood Floor 2 13 23 6 8 0 188.0 ft' 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 2 0 9 4 18.7 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 9 0 8 0 72.0 ft' 0 0.23 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 6 0 9 4 56.0 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 23 6 8 0 188.0 ft' 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 6 9 4 163.3 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 61 6 8 0 4920 ft' 0 0.23 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 37 0 9 4 345.3 ft' 0 0 0.6 0 9 Garage Frame - Wood Floor 1 13 29 0 9 4 270.7 ft' 0 0.23 0.01 0 10 N Neighbor Frame - Wood Floor 2 1 52 8 0 416.0 ft' 0.23 0.01 0 11 N Exterior Frame - Wood Floor 1 1 41 0 9 4 382.7 ft' 0 0.23 0.6 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 3 ft 6 in Drapes/blinds None 2 W 5 Vinyl Low-E Double Yes 0.34 0.29 45.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds None 3 N 11 Vinyl Low-E Double Yes 0.58 0.32 21.3 ft' 14 It 0 in 0 It 0 in None None 4 W 6 Vinyl Low-E Double Yes 0.34 0.29 58.6 ft' 1 ft 0 in 10 It 6 in Drapes/blinds None 5 S 7 Vinyl Low-E Double Yes 0.34 0.29 30.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds None 6 S 7 Vinyl Low-E Double Yes 0.34 0.29 30.0 ft' 1 ft 0 in 5 ft 6 in Drapes/blinds None 7 S 7 Vinyl Low-E Double Yes 0.35 031 4.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds None 8 S 8 Vinyl Low-E Double Yes 0.34 0.29 39.1 ft' 1 ft 0 in 10 ft 6 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 458 ft' 384 ft' 64 It 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00027 1458.8 80.08 150.61 2423 5 7/25/2016 9:53 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-9014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.2 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply -- Return---- Air CFM 25 CFM25 HVAC # J # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 362.6 ft Attic 103.15 Proposed On Attic cfm 82.5 cfm 0.04 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling([], Healin Jan ((jj Feb Jan [Xj Feb Mar Mar AprJA A r I Ma rl Jun X Jul I May Jun 4 j Jul AuJXJ Au SepJXJ Se j Oct Oct j j Nov XI Nov Dec jXDec Venlin [ ] l l Jan [[ ]] Feb X Mar Apr May Jun [ ] Jul Aug Se XJ Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/ 25/2016 9:53 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 c. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 d. U-Factor, other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: FL, New (From Plans) 9. Wall Types Multi -family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Common 3 d. other (see details) 10. Ceiling Types No a. Under Attic (Vented) 2063 b. Knee Wall (Vented) Area c. N/A 202.64 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic 30.00 ft' 12. Cooling systems 21.33 ft' a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= 4.00 ft' 13. Heating systems a. Electric Heat Pump 2.075 ft. 0.289 Area 14. Hot water systems 770.00 ft' a. Electric 712.00 ft' b. Conservation features 581.00 ft' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: _ _ _ Date: Address of New Home: _ _ _ _ _ _ City/FL Zip: Insulation Area R=13.0 940.00 ft' R=4.1 583.33 ft' R=1.0 416.00 ft' R= 653.33 ft' Insulation Area R=38.0 1364.00 ft' R=30.0 48.00 ft' R= ft' R ft' 6 362.6 kBtu/hr Efficiency 34.8 SEER•15.20 kBlu/hr Efficiency 32.8 HSPF:8.70 Cap: 50 gallons EF: 2.4 Pstat o ttE srgr, O.o Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/25/2016 9:53 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot69ThombrookeTH'sWillowGLE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, Slate, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location- FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/25/2016 9:53 AM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v4.0 7/25/2016 9:52:16 AM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lol69ThornbrookeTH'sWillowGLE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide by Leakage Total Conditioned Floor Area) I Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. SIGNATURE: PRINTED NAME: Duct tightness shall be verified by 04gHES7421. op testing to Section 803 of the RESNET ,,, , O,r, Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. s 0 WEB° I DATE: j BUILDING OFFICIAL: I DATE: --- --- - - --- 7/25/2016 9.53 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot69ThombrookeTH'sWillowGLE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data _ HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed al any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the lest, shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, o4THE STq performance results demonstrate compliance testing shall be conducted by an y with Florida Energy Code requirements in I approved third party. A written accordance with Section R402.4.1.2. report of the results of the test shall """ SIGNATURE: PRINTED NAME: DATE: 7/25/2016 9:53 AM be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant Softwar a OWE Page 1 of 1 wrightsoft Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 web WWW DEL-AIR.COM For: TAYLOR MORRISON HOMES Design Conditions Outdoor design DB: 92.50F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 26968 Btuh Latent gain: 4411 Btuh Total gain: 31379 Btuh Estimated airflow: 1160 cfm Job: LotWhornbrookeTH'5... Date: 7/9/2014 By: FJF Entering coil DB: 77.5°F Entering coil WB: 63.7°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 28296 Btuh 1051% of load Latent capacity: 5051 Btuh 115% of load Total capacity: 33347 Btuh 106% of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 22647 Btuh Entering coil DB: 68.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 32219 Btuh 142% of load Capacity balance: 32 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 6.6 kW 100% of load Temp. rise: 0 OF The above equipment was selected in accordance with ACCA Manual S. C wri htsoft• 2016-Jul-2510:3505 9 Right-Suile® Universal 2017 17 0 03 RSU24011 Page 1 A .. TH'sWillowGLE\Lo169ThornbrookeTH'sWillowGLE.rup Cale - MJ8 House laces E Component Constructions Job: LOt69ThornbrookeTH's... wrightsoft- p Date: 7/9/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28ON Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (OF) - 17 ( M) Wet bulb (OF) 76 Wind speed (mph) 15.0 7.5 Indoor: Heating Indoor temperature (OF) 70 Design TD (OF) 28 Relative humidity (%) 30 Moisture difference (gr/lb) 1.5 Infiltration: Method Simplified Construction quality Average Fireplaces 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain nr Bwh/W--•F ft2-•FiBwh ewhm, awh Bwh/V ewh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 72 0.091 13.0 2.58 185 2.34 169 Irish, 2"x4" wood frm, 16" o.c. stud a 158 0.091 13.0 2.58 407 2.34 370 s 428 0.091 13.0 2.58 1102 2.34 1003 w 143 0.091 13.0 2.58 368 2.34 335 all 801 0.091 13.0 2.58 2063 2.34 1877 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 56 0.201 0 5.69 318 4.35 244 board int fnsh a 19 0.201 0 5.69 106 4.35 81 s 282 0.201 0 5.69 1606 4.35 1229 w 149 0.201 0 5.69 847 4.35 648 all 506 0.201 0 5.69 2878 4.35 2202 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" a 44 0.032 30.0 0.91 40 2.38 105 gypsum board int Irish Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" 253 0.097 11.0 2.75 694 1.74 440 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl Irm mat, clr innr, 1/4" gap, a 30 0.340 0 9.62 289 26.4 793 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 ft overhang (5 ft window ht, 3.5 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, s 30 0.340 0 9.62 289 10.4 311 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft w 45 0.340 0 9.62 433 28.3 1274 overhang (5 ft window ht, 0.7 ft sep.); 6.67 ft head ht all 75 0.340 0 9.62 722 21.1 1585 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, s 30 0.340 0 9.62 289 11.8 353 1/8" thk; NFRC rated (SHGC=0.29), 50% drapes, medium; 1 It overhang (5 It window ht, 5.5 ft sep.); 6.67 It head ht 2B-21v: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, s 4 0.350 0 9.90 40 10.8 43 1/8" thk; NFRC rated (SHGC=O 31); 50% drapes, medium; 1 11 overhang (2 ft window ht, 0.7 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 39 0.340 0 9.62 374 11.8 457 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft w 58 0.340 0 9.62 561 28.8 1677 overhang (6.3 It window ht, 10.5 ft sep.); 6.67 It head ht all 97 0.340 0 9.62 935 22.0 2134 C Wtl htsoft• 2016-Jul-2510:35:05 9 Righl-Suite® Universal 2017 17.0.03 RSU24011 Page 1 iCCI% .. TH'sWillowGLE%Lol69ThornbrookeTH'sWillowGLE rup Calc - MJ8 House laces: E 10C-v: 2 glazing, clr low-e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, w 21 0.580 0 16.4 350 11.8 252 1/8" lhk; NFRC rated (SHGC=0.32); 14 ft overhang (8 It window ht, 0 It sep.); 6.67 It head ht Doors 11 DO: Door, wd sc type s 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 197 12.0 214 all 42 0.390 0 11.0 462 12.0 502 Ceilings 168-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1364 0.026 38.0 0.74 1004 1.41 1924 , gypsum board int fnsh Floors 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 136 0.050 19.0 1.41 192 0.71 97 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 445 0.050 19.0 1.41 630 0.71 317 22A-tpl: Bg floor, light dry soil, on grade depth 70 0.989 0 28.0 1945 0 0 c wri htsoft` 2016-Jul-2510:35,05 1 9 Right-Suile® Universal 2017 17.0.03 RSU24011 Page 2 A...TH'sWillowGLE\Lo16gThornbrookeTH'SWillowGLE rup Calc a MJ8 House laces: E wrightsoft Project Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 631 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Notes: LS 7/25/16 JA Weather: Orlando Intl AP, FL, US Job: Lot69ThombrookeTH's... Date: 7/9/2014 By: FJF Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TO 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 16394 Btuh Ducts 6253 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 22647 Btuh Infiltration Method Construction quality Fireplaces Area (ft2 Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2063 2063 18224 18224 0.41 0.21 125 64 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-036-230-19 AHRI ref 7044407 Efficiency 8.7 HSPF Heating input Heating output 32800 Btuh @ 470F Temperature rise 26 OF Actual air flow 1160 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0.30 in H2O Space thermostat Sensible Cooling Equipment Load Sizing Structure 18294 Btuh Ducts 8674 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 26968 Btuh Latent Cooling Equipment Load Sizing Structure 3006 Btuh Ducts 1405 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4411 Btuh Equipment total load 31379 Btuh Req. total capacity at 0.75 SHR 3.0 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-19 Coil CBX27UH-036-230'++TDR AH R I ref 7044407 Efficiency 12.5 EER, 15.2 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htsoft• 2016-Jul-25 10 35:05 9 Right-Suile® Universal 2017 17 0.03 RSU24011 Page 1 14r `...TH'swillowGLE\Lol69ThornbrookeTH'sWdlowGLE.rup Calc - MJ8 House laces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 631 CODISCO WAY. SANFORD. FL 32771 hone: 407-333-2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot69ThombrookeWsMfillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 187.0 It 8.5 It 2147.8 1(2 great rm 34.0 It 9.3 It heat/cool 15.0 x 13.0 It 195.0 It2 Ty Construction number U-value Bluh/f12-'F) Or HTM atuFVft2) Area (III or perimeter (ft) Load atuh) Area (It2) or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C_Osw 0_091 n 2_58 2.34 72 72 185 169 0 0 0 0 W 13A-2ocs 0.201 n 5_69 4.35 56 56 318 244 56 56 318 244 11 yy/ G W 12C-0sw 0.091 0.340 0.201 a e_ a 2.58 9.62 5.69 2.34 26.42 188 30 158 0 407 289 106 370 793 81 0 0 0 0 0 0 0 0 02A•2ov 13A-2ocs 4.35 19 19 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 44 44 40 105 0 0 0 0 12C•Osw 2A-20v 2A•20v 28.21v 0.091 0.340 0.340 0.350 s s s s 2.58 9.62 9.62 9.90 2.34 10.37 11.75 10.76 492 30 30 4 428 56 0 8 1102 289 289 40 1003 311 353 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G I;_GG 13A-2ocs 2A-2ov 1100 0.201 0.340 0.390 s S s 5.69 9.62 11.04 4.35 11.75 11.99 345 39 24 282 0 24 1606 374 265 1229 457 288 121 0 0 121 0 0 690 0 0 528 0 0 V J 1---G 12C•Osw 2A•2ov 0.091 0.340 w w 2.58 9.62 2.34 28.30 188 45 143 2 368 433 335 1274 0 0 0 0 0 0 0 0 13A-2ocs 10C•v 2A•2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 11.79 28.79 229 21 58 149 43 0 847 350 561 648 252 1677 140 0 58 82 0 0 465 0 561 355 0 1677 q 128.Osw 11DO 168.3 ad 0 097 0_390 n 2.75 11.04 1.74 11.99 271 18 253 18 694 197 440 214 0 0 0 0 0 0 0 0 C 0.026 0.74 1.41 1364 LX4- 1004 1924 0 F 20P•191 0 050 1.41 0.71 136 136 192 97 0 0 0 0 F 20P-191 0.050 1.41 0.71 445 445 630 317 0 0 0 0 F 22A•Ipl 0989_ 27.99 0.00 784 70 1945 0 195 34 952 0 6 c) AED excursion 898 686 Envelope loss/gain 12531 13520 2985 3491 12 a) Infiltration b) Room ventilation 3863 0 1224 0 751 0 238 0 13 Internal gains: Occupants Ca 230 Appliances/other 5 1150 2400 3 690 0 Subtotal (lines 6 to 13) 16394 18294 3736 4419 14 15 Less external load Less transfer Redslnbution Subtotal Duct loads 38% 471/, 0 0 0 16394 6253 0 0 0 18294 8674 35% 35% 0 0 0 3736 1308 0 0 0 4419 1546 Total room bad Air required (cim) I 1 1 22647 1160 26968 1160 1 5044 258 5965 257 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e1C P. - Fk wrightsof - 2016-Jul-25 10.35.05 Right -Suite® Universal 2017 17.0.03 ASU24011 Page 1 TH'sWillowGLE\Lot69ThornbrookeTH'sWillowGLE.rup Cale = MJ8 House laces, E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone. 407.333.2665Fax: 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot69ThombrookeTH'sWillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area cafe 21.0 If 9.3 It heat/cool 22.5 x 11.5 It 258.8 ft2 pwdr 0 It 9.3 If heat/cool 4.5 x 9.0 It 40.5 It2 Ty Construction U-value B1uh/fl2-'F) Or HTM at III Area (ftj I or perimeter (it) Load atuh) Area (Ill or perimeter (It) Load Bluh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heal Cod 6 W _ W t2C-0sw 13A-2ocs 0.091 n 2_58 5.69 2.34 0 0 0 0 0 0 0 0 0 201 n 4.35 0 0 0 0 0 0 0 0 I yl G..2A:2ov 12C-0sw 0.091 0.340 a e_ a 2.58 9.62 5.69 2.34 26.42 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W13A-2ocs 0.201 4.35 19 19 106 81 0 0 W 16A-30ad 0.032 a 0.91 2.38 Z34 W.37 11.75 10.76 0 0 0 0 0 0 0 0 1210-0sw 2A-2ov 2A-2ov 28.21v 0.091 0 340 0.340 0.350 s 5 s s 2.58 9.62 9.62 9.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G yl I-G 0 13A-2ocs 2A-2ov 11 D0 0201 0.340 0.390 s s s 5.69 9.62 11.04 4.35 11.75 11.99 107 39 0_ 0 0 68 0 0_ 389 374 0 298 457 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G 12C-0sw 2A-2ov 13A-2ocs 10C-v 2A-2ov 0.091 0.340 0.201 0.580 0.340 w w w w w 2.58 9.62 5.69 16.41 9.62 Z34 2_8.30 4.35 11.79 28.79 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 A49 21 0 21 0 277 350 0 212 252 0 0 0 0 0 0 0 0 0 0 0 0 0 fi I-O 128-0sw 11 D0 0.097 0_390 0.026 n 2.75 I I& 4 0.74 1.74 I I -99 1.41 0 0 0 0 0 0 0 0 0 79 0 79 0 218 Q 138 0 G_ 16B-38ad 00 0 0 0 Q F 2012-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl 0 989 27.99 0_00 259 21 588 0 41 0 0 0 6 c) AED excursion 86 8 Envelope loss/gain 2084 1213 218 130 12 a) Infiltration b) Room ventilation 464 0 147 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 0 Subtotal (lines 610 13) 2548 1589 218 130 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 359% 1 351/6 0 0 0 2548 1 892 0 0 0 1589 5% 35% 359/6 0 0 0 218 76 0 0 0 130 45 Total room bad Air required (clm) I 1 34391176 2146 92 1 294 1 15 175 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2016-Jul•25 10:35:05 Right -Sure® Universal 2017 17.0.03 RSU24011 Page 2 TH'sWillowGLE\Lot69ThombrookeTH'sWillowGLE.rup Calc = MJ8 House faces, E wrightsoft• Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY. SANFORD. FL 32771 hone: 407-333-2665 Fax: 407.333.3853 Web. WWW.OEL-AIR.COM Job: Lot69ThombrookeTH'sWillo... Date: 7/9/2014 By: FJF t 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area kitchen 14.5 It 9.3 It heat/cool 1.0 x 289.3 It 289.3 It2 mstr wic 12.5 11 8.0 It heat/cool 6.5 x 13.0 It 84.5 112 Ty Construction number U-value Btuh/Itz•F) Or HTM Bluh/Ill Area (Itj I or perimeter (It) Load Btuh) Area (112) I or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat cod 6 W 12C-Osw 0.091 e 5_58 2.34 0 0 0 0 48 48 124 112 W 13A-2ocs 0.201 n 5.69 4 35 0 0 0 0 0 0 0 0 11 t-G 12C.Osw 0.091 0.340 0.201 a 2.58 9.62 2.34 26..42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 2A_2ov 13A-2ocs e_ a 5.69 4.35 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 1100 0.201 0.340 0.390 s s s 5.69 9.62 11.04 4.35 11.75 11.99 117 0 24 93 0 24 527 0 265 403 0 288 0 0 0 0 0 0 0 0 0 0 0 0 yy I-C 12C-0sw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 2830 0 0 0 0 0 0 0 0 52 0 52 0 134 0 122 0 13A-2ocs 10C-v 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 11.79 28.79 19 0 0 19 0 0 106 0 0 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R O 12B-Osw 1100 16B-38ad 0.097 0_390 Q n 2.75 11.04 1.74 11.99 191 18 173 18 476 197 302 214 0 0 0 0 0 0 0 0 0.74_ 1.41 0 0 0 65 o 62 119 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-19t 0O5 0 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-lpl 0.989 27.99 0.00 289 15 406 0 0 0 0 0 6 c) AED excursion 157 26 Envelope loss/gain 1977 1131 320 327 12 a) Infiltration b) Room ventilation 320 0 101 0 237 0 75 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 0 0 0 Subtotal (lines 6 to 13) 2297 2432 556 402 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 35% 35% 0 0 0 2297 804 0 0 0 2432 851 429/e 58% 0 0 0 556 232 0 0 0 402 235 Total room bad Air required (clm) 3101 159 3284 141 789 40 W 27 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 2A•2ov 0.340 0.340 s s 9.62 9.62 10.37 1t.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28-21v 0.350 s 9.90 10.76 0 0 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC 1>\ 41- wrightsoft- 2016-Jul-25 10 35:05 Right-SuileO Universal 2017 17.0.03 RSU24011 Page 3 TH'sWillowGLE\Lol69ThombrookeTH'sWilbwGLE.rup Calc = MJ8 House laces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 COOISCO WAY, SANFORD, FL 32771 hone: 407-333.2665Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot69ThombrookeTH'sWillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area msir rm US It 8.0 It heat/cool 16.0 x 15.5 If 248.0 It° laundry 0 Il 8.0 It heat/cool 6.5 x 9.0 It 58.5 112 Ty Construction number U-value BtutVtlx•F) Or HTM Bluh/III Area (ft2) or perimeter ((I) Load Btuh) Area (I12) or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2_58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 yyll LC 12C-Osw 2A:2ov 0.091 0.340 0.201 a e_ 2.58 9.62 2.34 26.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs a 5.69 4.35 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 44 44 40 105 0 0 0 0 12C-Osw 2A-2ov 2A-2ov 28.21v 0.091 0.340 0.340 0.350 s s s s 2.58 9.62 9.62 9.90 2.34 10.37 11.75 10.76 124 15 0 0 109 14 0 0 281 144 0 0 256 156 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 13A-2ocs 2A-2ov IIDO 0. 201 0. 340 0. 390 s s s 5. 69 9. 62 11. 04 4. 35 11. 75 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F- t O yy 12C-Osw 2A- 2ov 0. 091 0. 340 w w 2. 58 9. 62 2. 34 28. 30 128 45 83 1 214 433 194 1274 0 0 0 0 0 0 0 0 13A- 2ocs IOC- v 2A- 2ov 0. 201 0. 580 0. 340 w w w 5. 69 16. 41 9. 62 4. 35 11. 79 28. 79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q O 12B- Osw 11DO 0. 097 0. 390 n 2. 75 11. 04 1. 74 If. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C_ 1 0.026 0.74 1.41 248 2 182 3W 59 59 43 83 F 2OP-191 0.050 1.41 0.71 98 98 138 69 0 0 0 0 F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpi 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 456 41 Envelope loss/gain 114321 2859 43 41 12 a) Infiltration b) Room ventilation 701 0 222 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 1 230 600 0 0 600 Subtotal ( lines 6 to 13) 2133 3911 43 641 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 421/6 58% 0 0 0 2133 891 0 0 0 3911 2282 429/. 58% 0 0 0 43 18 0 0 0 641 374 Total room bad Air required (clm) 3023 155 6194 266 1 61 3 1015 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G Ii wrightsoft' 2016-Jul-25 10:35:05 Right - Sure® Universal 2017 17.0.03 RSU24011 Page 4 TH' sWdlowGLENLol6gThornbrookeTH'sWdlowGLE.rup Calc - MJ8 House faces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONINC531CODISCOWAY, SANFORD, FL 32771 hone: 407-333.266S ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot69ThombrookeWsWillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bih 2 0 It 80 It heat/cool 6.5 x 6.0 It 39.0 112 bih 2lav 0 if 8.0 1t heat/cool 6.5 x 5.5 it 35.8 Il' Ty Construction number U-value Btuh/flZ•F) Or HTM at III Area (III I or perimeter (It) Load Btuh) Area (III or perimeter (11) Load Stuh) Heat 0001 Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W W 12C-Osw 0.091 n 2.58 5_69 234 4.35 0 0 0_ 0 0 0 0 0 0 0 0 0 13A-2ocs 0201 n 0 0 0 0 11 I 12C-Osw 0.091 0.340 a e_ a 2.58 9.62 5.69 2.34 26.42 435 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A:2ov 13A-2ocs 0.201 0 0 0 W 16A-30ad 0.032 a 0.91 238 0 0 0 0 0 0 0 0 12C-Os 2A-2ov 2A-2ov 28-21v 0.091 0.340 0.340 0.350 s s s s 2.58 9.62 9.62 9.90 2.34 10.37 tt 75 10.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G GGTw 13A-2ocs 2A-2ov 11130 0.201 0.340 0.390 s s s 5.69 9.62 11.04 4.35 11.75 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy G 12C-Osw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 28.30 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 10C-v 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 11.79 28.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 128-Osw 1,DO 0.097 0_390 0.026 n 2.75 t 1.04 0.74 1.74 11.99 1.41 0 0 0 0 32 0 0 29 0 0 0 0 36 0 0 0 0 0 0 16B-36W 3_ 3626 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 20 20 29 14 36 36 51 25 F 22A-tpl 0.989 27.99 000 0 0 0 0 0 0 0 0 6 c) AED excursion 4 5 Envelope loss/gain 57 65 77 71 t2 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 57 65 77 71 14 IS Less external load Less transfer Redstribution Subtotal Duct loads 42% 58% 0 0 0 57 24 0 0 0 65 38 42N. 58% 0 0 0 77 32 0 0 0 71 42 Total room load Air required (cfm) 8t 4 103 4 109 6 113 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2016-Jul-2510,35:05 Right-Suile® Universal 2017 17.0.03 RSU24011 Page 5 TH'sWillowGLElLol69ThornbrookeTH'sWdlowGLE.rup Calc . MJ8 House laces E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax: 407-333.3853 Web WWW DEL-AIR.COM Job: LotWhornbrookeWsWillo... Date: 7/9/2014 By: FJF 1 Room name rm 3 wic rm 3 2 Exposed wall 5.0 It 18.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 5.0 x 9.0 It 45.0 It2 12.0 x 12.0 It 144 0 112 Ty Construction number U-value 13tuh/I14•F) Or HTM Btuhlltg Area (fig or perimeter (Iq Load Btuh) Area (fig or perimeter ((t) Load Btuh) Heat I Cod Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cod 01 12C•Osw 2A-2ov 0 091 0.340 s s 2.58 9.62 2.34 10.37 0 0 l) 0 0 0 0 0 24 0 24 0 62 0 56 0 2A-2ov 0.340 s 9.62 11.75 0 0 0 0 0 0 0 0 26.2fv 0.350 s 9.90 10.76 0 0 0 0 0 0 0 0 13H-40cs 2A-20v IIDO U. LU1 0. 340 0. 390 s s s 3, 0V 9. 62 11. 04 4. d0 11 75 11. 99 u 0 0 u 0 0 u 0 0 u 0 0 V 0 0 U 0 00 v 0 0 0 y I-- C' 12C- Osw 2A- 2ov 0. 091 0. 340 w w 2. 58 9. 62 2. 34 28 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 20cs 10C- v 2A- 20v 0. 201 0. 580 0. 340 w w w 5. 69 16. 41 9. 62 4. 35 11. 79 28. 79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F? L - O_ 1213- 0sw 1100 0. 097 0. 390 n 2. 75 11 A11.99 1. 74 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 C 16{_,1§_a Q?,6 0.74 1.41 45 45 33 144 144 106 293 F 2OP-191 0.050 1.41 0.71 0 0 0 0 18 16 25 133 F 2OP-191 0.050 1.41 0.71 45 45 64 32 126 126 178 90 F 22A-fpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 175 Envelope losstgain 200 176 892 1540 12 a) Infiltration b) Room ventilation 95 0 30 0 341 0 108 0 13 Internal gains, Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 294 2061 1233 1648 14 151 Less external load Less transfer Redistribution Subtotal Duct loads 1 42'/ 580/6 0 0 0 294 123 0 0 0 206 120 42'/6 58% 0 0 0 1233 515 0 0 0 1648 962 Total room load Air required (cfm) 417 21 326 14 1 1748 90 2610 112 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. O1C A -Pk wrightsoft' 2016-Jul-25 10 35 05 Right - Suite® Universal 2017 17.0 03 RSU24011 Page 6 TH' sWillowGLE%Lol69ThornbrookeTH'sWillowGLE.rup Calc = MJ8 House faces- E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665Fax: 407.333.3853 Web: WWW.DEL-AIR COM Job: Lo169ThombrookeTH'sWillo... Date: 7/9/2014 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 2 wic 14.5 It 8.0 It heat/cool 5.5 x 9.0 It 49.5 It2 rn 2 11.5 It 8.0 It heat/cool 12.5 x 11.5 It 143.8 42 Ty Construction number U•value Btuhl112-*F) Or HTM atuhl(12) Area (III or perimeter (It) Load Btuh) Area (112) or perimeter (ft) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross I N/P/S Heat Cod 6 11 W_ W yl fC' W 12C-Osw 13A-2ocs 12C•Osw 2A-2ov_ _ _.__ 13A-20cs OIKJt 0.201 0.091 0.340 0.201 n n 2,58 5.69 2.34 0 0 0 0 0 0 0 0 4 35 0 0 0 0 0 0 0 0 a e_ a 2.58 9.62 5.69 2.34 44 0 44 0 113 0 103 0 0 0 0 0 0 0 0 026.42 435 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 0 0 0 0 0 0 0 0 vh12C-Osw 2A-2ov 2A-2ov 2B-2(v 0.091 0.340 0.340 0.350 s s s s 2.58 9.62 9.62 9.90 2.34 10.37 11.75 10.76 72 0 0 0 72 0 0 0 185 0 0 0 169 0 0 0 92 IS 0 0 77 14 0 0 198 144 0 0 ISO 156 0 0 G D 13A-2ocs 2A-2ov ItDO 12C-Osw -- 2A-2ov _ 13A-2ocs IOC-v 2A-2ov 0.201 0.340 0.390 s s s w w 5.69 9.62 11_04 4.35 11.75 11.99 0 0 0 0 0 0_ 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ L-1 0.091 0.340 0.201 0.580 0.340 2.58 962 2.34 28.30 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 w w w 5.69 16.41 9.62 4.35 11.79 28.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 qq D 12B-Osw 11 DO _ 16B•38 d 0.097 0_390 0.026 n 2.75 11_04 0.74 1.74 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.41 50 50 M70 144 144 106 203 F F ZOP_19t 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 0.050 1.41 0.71 50 50 70 35 130 130 184 93 F 22A-Ipl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 28 31 Envelope loss/gain 405 349 633 600 12 a) Infiltration b) Room ventilation 275 0 87 0 218 0 69 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 680 436 850 669 14 1151 Less external load Less transfer Redistribution Subtotal Duct loads 1420/6 58'/6 0 0 0 680 284 0 0 0 436 254 42'/6 581% 0 0 0 850 355 0 0 0 669 390 Tolal room load Air required (c(m) 964 49 690 30 1206 62 1059 46 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2016-Jul•25 tO:35:05 Right -Suite® Universal 2017 17 0.03 RSU24011 Page 7 TH'sWillowGLE\Lo169ThornbrookeTH-sw4lowGLE.rup Cate a MJ8 House faces: E wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: LotWhombrookeWsWillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area loft 14.0 It 8.0 It heat/cool 1.0 x 385.0 It 385.0 ft2 mstr bth 10.5 fl 8.0 It heat/cool 1.0 x 108.5 It 108.5 10 Ty Construction number U-value Bluh/Ilx•F) Or HTM 81uf 11g Area (Ill or perimeter (0) Load Btuh) Area ((12) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 W 12C-0sw o.t791 n 2_58 2.34 0 0 0 0 0 0 0 0 W 19A-2ucs 0.201 n 569 4.35 0 0 0 0 0 0 0 0 11 yyll C 12C-Osw 0.091 0.340 0.201 a e_ a 2.58 9.62 5.69 2.34 26.42 4.35 8 0 0 8 0 21 0 19 0 0 0 0 0 0 0 0 0 W 2A:2ov 13A-2ocs 0 0 0 0 0 0 0 W 16A-30ad 0.032 e 0 91 2.38 0 0 0 0 0 0 0 0 y G 12C-0sw 2A-2ov 2A-2ov 28-21v 0.091 0.340 0.340 0.350 s s s s 2.58 9.62 9.62 9.90 2.34 10.37 11.75 10.76 96 0 30 0 66 0 0 0 170 0 289 0 155 0 353 0 84 0 0 4 80 0 0 4 206 0 0 40 187 0 0 43IIG 13A-2ocs 2A-2ov 1100 0.201 0.340 0.390 s s s 5.69 9.62 11.04 2.58 9.62 4.35 11.75 11.99 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy L_f 12C-0Os 2A-2ov 0.091 0.340 w w 2.34 28.30 8 0 8 0 21 0 19 0 0 0 0 0 0 0 0 0 V-G 13A-2ocs 10C-v 2A•2ov 0.201 0.580 0.340 w w w 569 16.41 962 4.35 11.79 28.79 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t--G q 128-0sw I1_00 1 0.097 Q390 Q_M n 2.75 I I.04 0.74 1.74 t1_99 141 0 0 0 0 385 0 0 283 0 0 0 0 0 0 0 0 0 0 3M w 109 1D.Q 80 153 F 2OP-191 0.050 1.41 0.71 17 17 24 12 3 3 4 2 F 2OP•191 0.OSU 1.41 0.71 39 39 54 27 0 0 0 0 F 22A•1111 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 27 Envelope loss/gain 862 1138 330 3W 12 a) Infiltration b) Room ventilation 265 0 84 0 199 0 63 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1127 1222 529 421 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 42% 58% 0 0 0 1127 1 471 0 0 0 1222 713 421/0 580/0 0 0 0 529 221 0 0 0 421 246 Total room load Air required (cfm) I 1 1597182 1935 83 1 749 1 38 667 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- 2016-Jul-2510.3505 Right-Suile® Universal 2017 17 0 03 RSU24011 Page 8 TH-sWillowGLE\Lot69ThornbrookeTH•sWdlowGLE.rup Calc - MJ8 House laces: E wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY. SANFORD. FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lol:WhombrookeWsWillo... Date: 7/9/2014 By: FJF I Room name mstr we 2 Exposed wall 0 It 3 Room height 8.0 It heat/cool 4 Room dimensions 6.5 x 3.5 It 5 Room area 22.8 I12 Ty Construction U-value Or HTM Area (III Load Area Load numberI Bluhlft;•F) Btuh/III or perimeter (11) Bluh) I or perimeter IHeatCoolGrossIN/P/S Heat I Cod Gross I N/P/S Heat I Cod C-Os w 10U-28-21v 03400.350 s 962 9.90 10.760 0 0 0 I: SA-Lots 2A- 20v u. Lul 0. 340 s s D. W 9. 62 4. ja 1. 75 u 0 u 0 u 0 u 0 I D0 0.390 s 11_04 11.99 0 0 0 0 NJ Y— G 12c- Osw — 2A- 2ov 0. 091 0. 340 w w 2. 58 9. 62 2. 34 28. 30 0 0 0 00 0 0 0 VII 3A-20s 0.201 w 5.69 4.35 0 0 0 0 Y-- G 10C-v 0.580 w 16.41 11.79 0 0 0 0 6 c) AED excursion 2 Envelope loss/gain 17 30 12 a) Infiltration b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 Subtotal ( lines 6 to 13) 17 30 14 15 Less external load Less transfer Redistribution Sublolal Duct loads 421% 58% 0 0 0 17 7 0 0 0 30 18 Total room load Air required (cim) 24 1 48 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A - wrightsoft- 2016-Jul-2510:35:05 Right - Suite® Universal 2017 17.0.03 RSU24011 Page 9 TH' sWillowGLE\Lol69ThornbrookeTH'sWillowGLE.rup Calc - MJ8 House laces: E Duct System Summary Job: LotWhombrookeTH's... wrightsoft' y Date: 7/9/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM Project• • For: TAYLOR MORRISON HOMES External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.129 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.129 in/100ft 1160 cfm 186 It Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 C 103 4 4 0.249 4.0 Ox 0 VIFx 11.5 85.0 SO b1h 2 lav h 109 6 5 0.188 4.0 Ox 0 VIFx 27.5 100.0 st3 tale h 3439 176 92 0.138 8.0 Ox 0 VIFx 53.7 120.0 st5 great an h 5044 258 257 0.129 9.0 Ox 0 VIFx 65.6 120.0 st5 kitchen h 3101 159 141 0.163 7.0 Ox 0 VIFx 42.2 105.0 st2 laundry c 1015 3 44 0.184 4.0 Ox 0 VIFx 30.1 100.0 st4 lost c 1935 82 83 0.256 7.0 Ox 0 VIFx 8.7 85.0 SO nlsir bth h 749 38 29 0.197 4.0 Ox 0 VIFx 21.5 100.0 st4 mstr rm C 6194 155 266 0.182 9.0 Ox 0 VIFx 32.1 100.0 st4 rnstr we c 48 1 2 0.197 4.0 Ox 0 VIFx 21.9 100.0 st4 msir wic h 789 40 27 0.176 4.0 Ox 0 VIFx 36.1 100.0 st4 pwdr h 294 15 8 0.174 4.0 Ox 0 VIFx 32.8 105.0 st2 rm 2 h 1206 62 46 0.244 6.0 Ox 0 VIFx 13.2 85.0 SO rm 2 wic h 964 49 30 0.193 4.0 Ox 0 VIFx 24.4 100.0 st3 rm 3 c 2610 90 112 0.196 6.0 Ox 0 VIFx 22.6 100.0 st3 rm 3 wic h 417 21 14 0.190 4.0 Ox 0 VIFx 26.2 100.0 st3 c wri htsoft' 2016-Jul-2510:35:06 9 Righl.Suite® Universal 2017 17.0 03 RSU24011 Page I ACCA..TH'sWillowGLE%Lot69ThornbrookeTH*sWillowGLE rup Calc = MJ8 House faces, E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR Vpm) in) in) Material Trunk SO Peak AVF 552 662 0.176 474 16.0 0 x 0 VinlFlx st2 Peak AVF 608 498 0.129 775 12.0 0 x 0 VinlFlx st3 Peak AVF 166 161 0.188 475 8.0 0 x 0 VinlFlx st1 st5 Peak AVF 435 349 0.129 797 10.0 0 x 0 VinlFlx st2 st4 Peak AVF 238 368 0.176 469 12.0 0 x 0 VinlFlx st1 Name Grill Size (in) Htg cfm) Cig cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wri htsoft' 2016-Jul-25 10 35:06 ti 9 Righl-Suite® Universal 2017 17 0.03 RSU24011 page 2 ACCA...TH'sWillowGLE\Lot69ThornbrookeTH'sWillowGLE.rup Calc = MJ8 House laces: E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085. Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0 2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdrafl and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; S. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the lest, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heal shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (MandatoryNI ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1 Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure All register boots shall be taped or otherwise sealed during the test. 2. Rough -in lest: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage lest is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/25/2016 9:53 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heal traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 %2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water healing systems to be turned off. R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table 0404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806. Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a till angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403 5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Ouality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6. or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load 7/25/2016 9:53 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heal pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heal pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or healing within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool healers fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heal pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160. Table 2, Standard Rating Conditions -Low Air Temperature. A lest report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment Exceptions: 1 Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heal -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for healing from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19 Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 7/25/2016 9:53 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 42X42 A/C SLAB tr.nsr.r d .t.i BY BLDR MIN—ohm..hh nork" le:M1e1 2' FROM WALL %AdhD Cod. - Hl"2e n1°nced Return At , e.ceptlon 1-3. su der oust pro, I vlres VlCUd 1 1n h A/C untler[ut an tloOrs to hlbltable PAD roans. III Great pbRoom I 3 Y Cate e• 10• 1 I I 2tz Garage O —" 1 I 1 I 1 1 1 1 1 1 1 Main Floor Plan O T Y IOHLO• 7 W•ro UYI Must have a P"nun Clearance of 4 InChes around the air handler per the State Upper Floor Plan o T rv.ronan Traditional El code. All duct has an rah Insulation valve. Rafting Q a W O 0 f 0,7 3co1To 00%. D Z fU J J Ce \ J 1-- 0 OD L1- a'-' 0=\ E- 3JHI l o } jn co w > Z C z a L 3 O J O O Q0: m CL J (N 0 0 SCPA Parcel View: 21-19-30-5Tf-0000-0640 http://parceidetai i.scpaf .org/Parcei Detai l to fo.aspx?PI D=2119305TTO... Proloertr Record Card OA Parcel: 21-19.30-5TT-0000-0840 Owner. TAYLOR MORRISON OF FL INC r+oraoarr+ry saga Property Addrese: 610 MERRY BROOK CIR SANFORD. FL 32771 Parcel Information Parcel 21-19-30-STT-0000-0640 Owner TAYLOR MORRISON OF FL INC Property Address 610 MERRY BROOK CIR SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 1 Tax District SISANFORO DOR Use Code 00-VACANT RESIDENTIAL Exemptions Value Summary 2016 Wbrtdng Values 1201SCertified Values Valuation Method Cost/Market Cosl/Market Number of Buildings 0 0 Depreciated Bldg Value Depredated EXFT Value Land Value (Market) 40.000 37.400 Land Value Ag Just/Market Value " 40,000 37.400 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 40.000 37.400 Tax Amount without SOH: 1761.11 2015 Tax Bill Amount $761AS Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description i THORNBROOKE PHASE 1 PS79PGS3TO7 Taxes Taxi gTaxigAuthorityAssessmentValue _mpt Values Taxable Value County Bonds 40,000 E0 40,000 i I SJWM(Salnt Johns Water Management) 40,000 0 40,000 County General Fund 40.000 0 40,000 I City Sanford 40,000 ; 0 40.000 Schools 40,000 0 40.000 1 Sales Description Dab I Find Comparable Sales -- - Land I Building Information Permits Permit N Description I Units Price Lend Value t $40.000.00 i40.000 I Amount CO Date Permit Date Method Frontage Depth LOT Agency I of 2 8/3/2016 6:57 AN SCPA Parcel View:21-19-30-5"IT0000-0650 http://parceidetai i.scpaf.org/ParceiDetailinfo.aspx?PID=2119305TT0... Property Record Card CIA Owner. 21-19.30-STT-0000.0650 Owner.TAYLOR MORRISON OF FL INC woirtoour+ry Property Address: 614 MERRY BROOK CIR SANFORD. FL 32771 Parcel Information Parcel 21-19-30-5TT-0000-0650 Owner TAYLOR MORRISON OF FL INC Property Address 614 MERRY BROOK CIR SANFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 1 Tax District SISANFORD OOR Use Code 00•VACANT RESIDENTIAL Exemptions Legal Description I LOT 65 THORNBROOKE PHASE 1 PS79PGS3TO7 Taxes Value Summary 2016 Working Values 2015 Certified Values Valuation Method r Cost/Market Cost/Market of Buildings 0 1 0Number Depreciated Bldg Value Depreciated EXFT Value r - Land Value (Market) 40,000 37.400 Land Value Ag Just/Market Value " 40.000 37.400 Portability Adj - Save Our Homes Adj 0 s0 Amendment 1 Adj 0 $0 P&GAdj 0 0 Assessed Value 40.000 37,400 Tax Amount without SOH: $761AS 2015 Tax Bill Amount $761AS Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments I Sales r - 1 ascription Date Book Page Amount Qualified Vaclimp No Sales Find Comparable Soles Land Method Frontage Depth Units Units Price Land Value LOT 1 $40.000.00 ' $40.000 Building Information Permit N Description Agency Amount CO Date Permit Date 1 I I I of 2 8/3/2016 6:58 l - SCPA Parcel View: 21-19-30-5Tf-0000-0660 http://parceidetai l.scpafl.orgIParcel Detail Info.aspx?PID=21193O5TTO... j Property Record Card I CIA Parcel: 21-19-30-STT-0000-0660 o;,,,;,; , t Owner. TAYLOR MORRISON OF FL INC Property Address: 618 MERRY BROOK CIR SANFORD. FL 32771 Parcel Information T - --_ - - -T Value Summary Parcel 21-19-30•STT-00004880 Owner TAYLOR MORRISON OF FL INC Property Address 618 MERRY BROOK CIR SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 1 Tax District SISANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions A Legal Description LOT 66 I THORNBROOKE PHASE 1 IPS79PGS3TO7 Taxes 2016 Working 2" u' tified Values Valuation Method CostlMarket Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Lend Value (Market) 40,000 37.400 Land Value Ag Just/Market Value " 40,000 37,400 Portability Adj Save Our Homes Adj s0 s0 Amendment 1 Adj 0 s0 P&G Adj s0 0 Assessed Value 40.000 37.400 Tax Amount without SOH: $761.15 2015 Tax Bill Amount $761.15 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority I Assessment Value Exempt Values lTaxable Value County Bonds $40,000 $0 $40.000 SJWM(Seint Johns Water Management) $40,000 s0 $40,000 County General Fund $40.000 s0 $40,000 1 City Sanford $40,000 $0 $40.000 Schools $40,000 $0 $40,000 Sales Description_ - Date Pagi - Amount_ Qualfied Verllmp No Sales I Find Comparable Soles Land Method I Frontage I Depth --- Units Units Price —LarM Value LOT — _ 1 $40,000.00 $40,000 Building Information Permits I Permit p 1 Description Agenry Amount CO Date _ Permit Date II li I of 2 8/3/2016 6:58 AM SCPA Parcel View: 21-19-30-5Tf-0000-0670 http://parceidetai i.scpaf .org/Parcei Detai l in fo.aspx?PI D=2119305TTO... Prooertf Record CardParcel: 21-19-30-STT-0000.0670 Owner. TAYLOR MORRISON OF FL INC at noovwaa Property Address: 622 MERRY BROOK CIR SANFORD, FL 32771 Parcel Information Parcel 21-19-30-STT-0000-0670 Owner TAYLOR MORRISON OF FL INC Property Address 622 MERRY BROOK CIR SANFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 1 Tax District SISANFORO DOR Use Code GO -VACANT RESIDENTIAL Exemptions 66 I N 6 7` IN E Legal Oescription LOT 67 I THORNBROOKE PHASE 1 PS79PGS3TO7 Taxes Taxing Authority i County Bonds SJWM(Saint Johns Water Management) I County General Fund r I City Sanford 95 95 Seminole County GIS I Assessment Value Value Summary 2016 Wbricing Values 1201SCartifiedValues Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Lend Value (Market) 40.000 37.400 Land Value Ag Just/Market Value " 40.000 37.400 Portability Adj Save Our Homes Adj 0 s0 Amendment 1 Adj s0 0 P&G Adj 0 s0 Assessed Value 40.000 37.400 Tax Amount without SOH: $761.15 2015 Tax Bill Amount $761.15 Tax Eatimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Exempt Values Taxable Value 40,000 0 40,000 40.000 1 0 40.000 40,000 0 40.000 40,000 0 40.000 40.000 0 40.000 Sales Description Date Book Page Amount Oualfied Varllmp r No Sales Find Comparable Sales ' Land Method -- Frontage Depth Unita Units Price Lend Value LOT 1 40,000.00 $40.000 Building Information Permits Permit p _ Description Agency Amount CO Date Permit Date I of 2 8/3/2016 6:59 AM SCPA Parcel View: 21-19-30-STf-0000-0680 http://parceidetai l.scpafl.org/Parcel Detai I 1 n fo.aspx?PI D=2119305TTO... Property Record Card P PR1lISER Parcel: 21-19 3o sTT 0000-06eo Owner. TAYLOR MORRISON OF FL INC er.t:aeoourm aria Property Address: 626 MERRY BROOK CIR SANFORD. FL 32771 all Information Pared 21-19.30-STT-0000-0680 Owner TAYLOR MORRISON OF FL INC Property Address 626 MERRY BROOK CIR SANFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 1 Tax District SISANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions N I N co M N I Legal Description I LOT 68 THORNBROOKE PHASE 1 PS79PGS3TO7 — Taxes Value Summary 2016 Working 2015 Certified Values Values Valuation Method CostlMarket Cost/Market Number of Buildings 10 0 Depreciated Bldg Value i Depredated EXFT Value Land Value (Market) 40.000 37,400 A Land Value Ag t Just/Market Value " 40,000 37.400 Portability Adj 6 J Save Our Homes Adj- r so . EO Amendment I Adj $0 $0 P&G Adj t s0 $0 95 Assessed Value - $40,000 - $37.400 6 Tax Amount without SOH: $761.15 O15 Tax Bill Amount =761.15 Tax Estimator Save Our Homes Savings: $0.00 69 95 'Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds 40.000 1 0 40,000 SJWM(Saint Johns Water Management) 40,000 I 0 40,000 County General Fund 40,000 . 0 ; 40.000 City Sanford 40.000 1 0 40.000 Schools 40.000 I s0 40.000 i Sales i Description Date Book Page Amount Ouelified Vadlmp No Sales Comparable Sales — Land- - - - - - - - - - - - - -- - -- - - - - - i Method Frontage Depth Units Units Price Land Value LOT 1 $40.000.00 $40,000 Building Information I Permits IPermit 0 Oeauiptan I I of 2 Agency Amount CO Date Permit Date 1 8/3/2016 6:59 AM SCPA Parcel View:21-19-30-5TT0000-0690 http://parceldetaii.scpaf.org/Parce[Detailinfo.aspx?PI D=2119305TTO... Property Record Card txrt Parcel, 21-19-30-5TT-0000-0690 IP R Owner. TAYLOR MORRISON OF FL INC Property Address: 630 MERRY BROOK CIR SANFORD. FL 32771 Parcel Information I i i Parcel 21-19.30.5TT-0000-0690 Owner TAYLOR MORRISON OF FL INC Property Address 630 MERRY BROOK CIR SANFORD, FL 32771 Meiling 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 1 Tax District SISANFORO OOR Use Code 00-VACANT RESIDENTIAL Exemptions N 68 M 69 95 N N Seminole County GIS Legal Description LOT 69 THORNBROOKE PHASE 1 PS 79 PGS 3 TO 7 Taxes Sales Value Summary 2016 I ese ValuesWorking Val Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40.000 37.400 Land Value Ag Just/Market Value " 40.000 37.400 Portability Adj Save Our Homes Adj s0 s0 Amendment 1 Adj 0 0 P&G Adj s0 s0 Assessed Value 40.000 37.400 Tax Amount without SOH: $761AS 2016 Tax Bill Amount $761AS Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Description Date Book Page Amount Qualified Vactimp No Sales Flnd Com—pa rotds Sales Land Method Frontage Depth Units Units Price Land Value SLOT 1 $40.000.00 $40.000 Building Information Permits Permit 0 Oescription Agency Amount CO Date Permit Date I i of 2 8/3/2016 6:59 AM DESCRIPTION AS FURNISHED: Lot 64, 65, 66, 67, 68, and 69, THORNEBROOK PHASE 1, as recorded in Plot Book 79, Pages 3 through 7 of the or Public Records of Seminole LIN County, Florida. BOUNDARY FOR / CERTIFIED TO: Taylor Oh Morrison of Florida, Inc. LINI b w TB hhy p 3p CO 2 0 LINE TRACT B S 00W 09' 03" E 22..4.4' 22 nn' 99 nn' 99 nn, TRacr B 09 n/I' nn nM 10.00' 10.00' i 10.00' 10.00' 10.00' 10.00' 7.2' 20.0' c 3 3' 0 9 7' c 3 3' 20.0' 7.2' I 0 o o m T criri3.3 3.3 wi 7.2' LOT 69 7.2' I n LOT 68 LOT 67 LOT 66 LOT 65 LOT 64 )? 20. FORMBOARD OUNDATION ff-p-)2L0h/,L l3 TOP OF FOR VS = 25.90' i9'o20 ad I —a 2.0' wi h ab4 Of as O W000 BIRCH 81RCH REDW000 Z WILLOW n 3.7' 7' Moi 24 o 7' ri 7' T 0 25.00' o r 25.00' 34.7' 25.00' 25.00' 60 i-I tib 16 PC) I q6'' FS WX%] Q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS PROPOSED F.F. PER PLANS - 25.9' 6RUSE2V M EER S'COTT Pal- . raw oN LD[ TIT. . rvPUAL MUM oaoaPtATPALPWffWREV[E oVAna0- 1w_D = P=ff W COMM LfRVATrC DOIMAIL RAMALCA IA. - DO1 ROD COWCRM BLOW CLOVARK I : WGUFFaaOPODrtomewIarOWr® TVWcomLILC vac . POW V DONOCOOR U •7!i q= • 0rSCWrMK FAPL - POWWOW RD'OOEL lawn r+r . rr HA Aire Ff. - PDODAO/ rLOW TICVATOI R - RADOJS L - ARC LOOM CUMFIEV Or TOM X: GWISENYEVER R: ES. / 4714 44. vv 44. vv zz. UU I w-- .Z,Z. 00" 22. 33' LK LOT 65 OR68 NOTE: PAVER ITEMS ARE NOT INCLUDED IN NPERVIOUS AREA 9N ON LOT AREA CALCULATIONS: INf for 0 LIVING = 894 SOXF, GARAGE - 249 SOFT. PAVER ENTRY - 36 SO. FT. LANAI = 102 SO.FT. BREEZEWAY- N/A SO. FT. rNE PAVER DRIVEWAY= 225 SO.Fr A/C PAD - 9 SOFT. PAVER WALKWAY = 48 SQ. FT. IMPERVIOUS= 60.0 X 1.254 SOFT. S00 527 SOFT. w LOT N; R/ W = 176 SOFT. APRON = 30 SOFT. SOXT, NSooEW p aIto 35SO. FT. pm PROPOSED INFORMATION SHOWN p to to ti6 4SED ON SUPPLIED PLAN AREA = 2,266 SQ.FT. 0 AND/OR INSTRUCTIONS PER DRIVEWAY = 255 SORT, p p CLIENT(NOT FIELD VERIFIED) SIDEWALK a 156 SOFT. CO SOD = 563 SQ. FT. LOT 64 OR 69 LOT 66 OR 67 NOTE: PAVER ITEALS ARE NOT NOTE- PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA INCLUDED IN INPERVIOUS AREA ON UN£ ON LOT AREA CALCULATIONS ON LOT AREA CALCULATIONS LOT = 2,121 SO. FT. LOT 2.090 SOFT. WING - 770 SOFT. LIVING 824 SOFT. GARAGE 458 SOFT. GARAGE = 259 SQ.FT. PAVER ENTRY - 9 SO. FT. PAVER ENTRY - 68 SO.Fr. LAM = 93 SQ.FT. LANAI 102 SO.FT. BREEZEWAY= N/A sO. FT. PAVER DRIVEWAY 251 SOFT. PAVER ORVEIYAY 400 SQ. FT. DRIVEWAY - 261 SOFT. A/C PAO = 9 SOFT. A/C PAD = 9 SO.FT. PAVER WALKWAY - 6 SO. F7 PAVER WALKWAY - 25 SOFT. IMPERVIOUS= 62.7 T IMPERVIOUS= 57.1 x 1,330 SO.FT. 1,194 SOFT. SOD 376 SOFT. SOD - U7 SO -FT R/W 179 SOFT. R/W 176 SO.F7 APRON 51 SO.FT. APRON 30 SOFT. B.e.) S 00009' 03" E SIDEWALK - 112 SOFT. Son = 16 SO.Fr. SIDEWALK Soo 110 36 SO. FT. SOFT. MERRY BROOK CIRCLE ( 40' R/W) TRACT A AREA - Z300 SO.FT. DRIVEWAY - 451 SO.FT. AREA DRIVEWAY 2.266 291 SOFT. SOFTT, UTIU Y & ACCESS R/ W SIDEWALK = 118 SOFT. SIDEWALK 135 SOFT. Soo 392 SO.fT. S00 578 SO.FT. A ASIASOC. INC. LAND UR VE ORASI OR 21436 AS1 W -E. AX (407)-658 0 DD_a aW oo<W NOlLi` ITwIE10LRSQYW ODES Maw CERIFY wA r 1- . 20'—. oRAwN w, sww VMS "a By THE PLORM BOW OFPROFES900MlTPICWPMSSJ- 17 OF IM A TALE SAN WEA M 2 UTR.ESS &GOO iD RAN SURVEICR'S SEAL "a SUR%V IS HOT %%W AM 6 PREMOM FOR WOtW XW PUWG= OPLY. No • PAZ C DINT1( y 1 RrEY PO SUMS PREPAQLD PROWTDUEMORNATUH iVR1EARD 1D DC RLRr-M THERE WAY BE OTMER RES"OCD016 RIV . Raw-W-VAY OR O SDOM TMAT A4= 00 PROISM. CW. . EAMM a NO UNODIMM 4 PRO43" S WW 8ED1 WC44D U%UW OTHD" Mr WXX VP vlDcss P'®R NORTH A IM SURVEY 6 POMAN D FOR TW SOLE 601OR Cr DrOSE CURVI D W Alm SWEW HOT BE REM IF+OR BY ANY onsk DULLY. TM BUA.OIW/PROPSM ODES NOT LIE WTDDN a 050OK H5 SNOWR r " DIE wC4wN Or aOROVEWOM RDWR vow NOT BE taw IV RETXn61DUCT BOUAOARI' EVES. THE RTAB!l91ED 100 YEAR FLOW PLANE AS PE11 'iIRY- T. B6ARTA= ARE BASED ASSI 04RN AM ON THE IVR SNDWN AS 1AW B 4RM Lga) a ELEI RONS; r 9dWT4 A_ BASED ON I no M GCOM 1C VERTICAL MRW OF to?9 IACESS 011ER116E NOIFD. 4801 ZONE X PANEL 112117C OOSS F A CERD WE Cr AUPVR17AMN NA ASOW. FLAN 07-22-16 D PLAT PLAN (ADDED SO. Fr. CALLS) 06-09-14 a PLOT PLAN (DRIVES) 08- 10-16 M PLOT PLAN (PAVERS) 08- 15-16 D ROT RAN Mr.. ELEV. PER NEW PINGS) 09-16-10 KARD FOUNE1Um/QEVS. 09-01- 16 2506-16 JOIS-16 SEP 15 201 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #16-2214 Documented Construction Value: $ 825.00 630 MERRY BROOK CIR (LOT 69) Job Address: Historic District: Yes No Parcel ID: 27-19-30-STU-0000-0690 Residential Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work:Install underground piping starting at the B. F. P by others Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax. 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: UTHHALL" LANE STE 200 Street: I+ou 9,V .,.. ,.. Resident of property. . NR' IyTLAND=; FL 3 2 7 51 City,. State Zip:'1-sus . r In- _: -.:• V Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Name: N/ A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14- 000057 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/ A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 S 01 ' cJ' D mit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a zoning. 7) it LP Signature of 0wrier/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Robert Dewar Print Contractor/Agent's Name of MY OOIYpINS$ION i FF OE8!>a0 EXPIRES: Febn" 28, 2M6 60WW That Noisy Ptt * Wfty = Owner/Agent is Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: 1/' 7- BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD Sep 15 M3 BUILDING Sa FIRE PREVENTION F D '4 PERMIT APPLICATION ter Application No: Bldg. Permit #16-2214 Documented Construction Value: S 2750.00 Job Address: 630 MERRY BROOK C IR ( LOT 6 9) Historic District: Yes No Parcel ID: 27-19-30-5TU-0000-0690 Residential Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 1' -0'a above finished floor. Plan Review Contact Peron: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 —Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: K151--SOUTHHALL -LANE STE 200 Resident of property? Kk' I"T* AN,Dtq 4W "3 '7 5` 1 City, Sta e Zi _ •: '' t• 11 lIr1Y, — l 7r7aY• owo&— w+"^-Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE , FL 37461 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. I -BC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised. June 30, 2015 U & 1 . lr'T S F'D Permit Application X NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of I D J Signature ofContrac or gent )ate Robert Dewar Print Contractor/Agent's Name ignature of - , Mr 810N1FF00 W EXWRE8: Febtuety 25, US eo ata tact tlo csr R1Eb tJtd t.tten Contractor/Agent is Personally Known to N Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: FIRE-12?: -/S- BUILDING: or Revised: June 30, 2015 Permit Application CITY OF SANFORD SEP 15 205 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application NO: Bldg. Permit #16-2213 Documented Construction Value: $ 825.00 Job Address: 626 MERRY BROOK CIR (LOT 68) Historic District: Yes [-I No Parcel ID: 27-19-30-5TU-0000-0680 Residential[] Commercial El Type of Work: New X Addition Alteration-0 Repair Demo Change of Use Move Description of Work:Install underground piping starting at the B . F . P by others Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax. 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street, l 5!1_1SOUrTrH'HALL•-•L•AN•E -STE 200 Resident of property? City, Sit'ate ZipI LpAND, FL3!2!751T a -R J 6%i* 0-Y1 ' ^k" L•M tad Contractor Information Name WAYNE.'AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Name: " N/A Street: City, St, Zip: ' Bonding Company: N/A Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with ttphe date of application and the code in effect as of that date: 5ih Edition (2014) Florida Building Code Revised: June 30, 2015 0, Permit Application v NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. S 11 Iv Signature of Owner/Agent Date Signature of Contractor/Agent ate Print Owner/Agent's Name Robert Dewar s Name I'-)Ito. Signature of Notary -State of Florida Date 7iignature of N RM JAL. MY OONNIISSION O FF OA8660 EXPIRES: FWxuery 24 2016 i Boom Im NOY PAII) lMldtnwlen Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 w Permit Application SE? 15 20..3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #16-2213 Documented Construction Value: S 2750.00 Job Address: 626 MERRY BROOK CIR (LOT 68) Historic District: Yes No 0 Parcel ID: 27-19-30-STU-0000-0680 Residential Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 1' -0" above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax. 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHHALL LANE STE 200 Resident of property? Y-f: City, Stat p: MA,ITL AND, L .3,2751 erg Contractor Information Name WAYNE'AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Name: N/A Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: N/A E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:.51' Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application V FJ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I I Signature of Owner/Agent Date Signature of Contractor gen I ate Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name p nature of otary-State of I'londa Date RMA t MY CN EXR 28.2016 6atdid TMuPbfarypyp p, Contractor? a or Produced ID Type of ID BELOW 1S FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: 1=1RE: Ix BUILDING: cSF Revised: June 30, 2015 Permit Application CITY OF SANFORD SEP 15 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION F D - Application No: Bldg. Permit #16-2212 Documented Construction Value: $ 825.00 Job Address: 622 MERRY BROOK CIR ( LOT 6 7) Historic District: Yes No Parcel ID: 27-19-30-STU-0000-0670 Residential Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work:Instal l underground piping starting at the B . F . P by others Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: . 151 SOUTHHALL LANE STE- . 200 Resident of property? If - MPI,TLBAND., r•,FL. 32751 City, State Zip: a L' Jw Contractor Information Name WA YNEIAUTOMATIC'FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Name: N/ A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14- 000057 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/ A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND T'O OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FI3C 105.3 Shall he inscribed with the date of application and the code in effect as of that daft: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Q , " Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional, permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1. Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name C Signature of Notary -State of Florida Date Signature of N iAw.Q1,L1onda date t r ' RIl1M A M10CIl1<LOQII I My 001411,UON i FFOts N. EXPIRES: February 4 2019 SaWW 11w N to y PJt tAidawaeA Owner/Agent is Personally Known to Me or Contractor%Ag e o or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIREm SF. BUILDING: COMMENTS: ( /S ).(. Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION a 1 5 Vu'1,3 PERMIT APPLICATION D Application No: Bldg. Permit #16-2212 Documented Construction Value: S 2750.00 Job Address: 622 MERRY BROOK CIR (LOT 67) Historic District: Yes [I No Parcel ID: 27-19-30-5TU-0000-0670 Residential Commercial Type of Work: New X Addition Alteration Repair Dcmo Change of Use[] Move Description of Work: Install 13D overhead fire sprinklers system starting at 1' -0" above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax. 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: i5 ri r S:OU+THd LL'LANE 8 T E 200 Resident of property? CityState Zip:,"M1MAI`~TLAND=; FL %3 2 7 5'1 F' ; '' •` ` Contractor Information Name WAYNE---AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: OCOEE, FL 37461 State License No.: FPC14- 000057 Name: N/ A Street: City, St, Zip: Bonding Company: N/A Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 1_7L S(cbPermit Application 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional, permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4e 2161/ 1& Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name i , \(, CQ= )3- %Rn Signature of Notary -State of Florida Date ignatur My CMISSION;Foew 8EXPIRMbtwy 28, gole xW Ttn Pu* unde alm Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTI LITI ES: W STE WATER: FIRE: 4K BUILDING: Revised: June 30, 2015 Permit Application A. CITY OF SANFORD BUILDING & FIRE PREVENTION SEP 15 20!3 PERMIT APPLICATION Application No: Bldg. Permit #16-2211 Documented Construction Value: $ 825.00 Job Address: 618 MERRY BROOK CIR ( LOT 66) Historic District: Yes No Parcel ID: 27-19-30-STU-0000-0660 Residential Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work:Install underground piping starting at the B . F . P by others Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mfergusonmwaynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHHALL LANE STE 200 Resident of property? MAIT L-AND1t FL 3.2 75,1• City, State Zip: iContractor Information Name WAYNE AiTTOMATIC'FIRE'"SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 OCOEE, FL 37461 FPC14-000057 City, State Zip: State License No.: Architect/ Engineer Information Name: N/ A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Add ress: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FI1C 105.3 Shall be inscrihcd with the date of application and the code in effect as of that date: St' I:dilion "W4) Florida Building Code Revised: June 30, 2015 S Permit Application a '- yam J NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance' with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. Signature of 0%%mer/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar tractor/Agent's Name L 9 /' J/(-0 natu1rre of ota - to of Florida Date I tt`' rtij* RM A MY CMUS810N FF, 08M. y EXPIRES: Febtvery A 2018 8udltti ft "my Pu* Undetw n C o n I. rac to n 5,111 1. 1 to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No W S'I'E WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION S J tl'.J PERMIT APPLICATION UI , L I ` _ Application No: Bldg. Permit #16-2211 Documented Construction Value: $ 2750.00 Job Address: 618 MERRY BROOK CIR (LOT 66) Historic District: Yes No T Parcel ID: 27-19-30-5TU-0000-0660 Residential[] Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 1, -0" above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax. 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTH_ HALL LANE STE . 200 Resident of property? fMA!IstTjL 10,M FL 3.2 5,1 City, State Z'ip: ,. y,.o&" u : %,. ttw, 4 _ -W, k1.Contractor Information Name WAYNE'AUTOMATIC*FIAE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT' MUST' BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND T'O OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FIIC 105.3 Shall be insc 'bed with the date of application and the code in effect as of thaudatc:.5" Edition (2014) Florida Building Code Revised: June 30, 2015 _ ermu Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Contractor/Agent Dale Robert Dewar Signature of Notary -State of Florida Date Signature of l4oia Owner/Agent is Personally Known to Me or Contra Produced ID Type of ID Produced ID s Name s /sh ("o of Florida Date RUTH A MOCW=N MV OOMMISSION W o66860 EXPIRES: February 2e, 2MB 60nM flw Natay Pd* tid9m& a Type of I D BELOW IS FOR OFFICE USE ONLY Me or Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: W STE WATER: FIRE: / BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #16-2210 Documented Construction Value: $ 825.00 Job Address: 614 MERRY BROOK CIR (LOT 65) Historic District: Yes No Parcel ID: 27-19-30-5TU-0000-0650 Residential Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work Install underground piping starting at the B . F. P by others Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHHALL 'LANE -"STEW 2'00 Resident of property? City, State Zip: MA44MLAND, - FLe 32751 Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-555-7 Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Name: N/ A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14- 000057 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:'5" Edition (20 1.4)Florida Building Code Revised: June 30, 2015 v' \ — ' & rY 4rtnitti Pplication NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Y4 7 L 9 / -//LD. Signature of Contractor/Agent Date Robert Dewar s Name 41tp RUIH A WCUUDCH MY COMMISSION II FF 06M EXPIRES: February 26, 2018 laded Ttw Wary Pu* Undetwftm Contractor/Agent is ' Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: l 1 13tJILDING: Revised: June 30, 2015 Permit Application SrP 55— CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg Documented Construction Value: S 2750.00 Job Address: 614 MERRY BROOK CIR (LOT 65) Parcel ID: 27-19-30-STU-0000-0650 Type of Work: New El Addition Alteration Permit #16-2210 Historic District: Yes No Residential Commercial Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 1' -0" above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC I Phone: Street: 151,iSOUTFiHALL LANE STE 200 Resident of property? I' •t'MP,{I-TLAob' FL .,Y%151• City, State ;Zip: I <«_ Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FnC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date S Signature of Contractor Date Robert Dewar Name 21isllw RUINAMOCUUOCN — My COMMISSION / R OMM EXPIRES: February 28, 2018 tiat= Thu N tat y FV* WWwwIlem Owner/Agent is Personally Known to Me or Contractor/Agent is " Persona y7T flow To Me or Produced ID Type of I D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: ASTE WATER: FIRE:;4BUILDING: Revised June 30, 2015 Permit Application CITY OF SANFORD SEP 15 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #16-2209 Documented Construction Value: $ 825.00 Job Address: 610 MERRY BROOK CIR ( LOT 64) Historic District: Yes No Parcel ID: 27-19-30-5TU-0000-0640 Residential Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work:Instal l underground piping starting at the B . F . P by others Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 1;,541,.SOUlTyH• •H,.A•L• L,. LANE STE 2 0 0 Resident of property? City, State{ Zip: t a" y PAM: " K Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Name: N/ A Street: City, St, Zip: Bonding Company: Address: N/ A INC. Phone: 407-877-5557 Fax: 407-656-8026 State License No.: FPC14- 000057 Arch itecVEngineer Information Phone: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON T"E JOB SITE 13EFORE TIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI-I YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must`•be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FI3C 105.3 Shall be inscribed with the date of aapplicattion and the code in effect as of that date: 5ih Edition (2014) Florida Building Code Revised: June 30, 2015 Q Permit Application gas - V7 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional, permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name m(-. 0, oar, "2 ) I I s /i Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID RUIN )L LCM1 00" MY WW83I0N 4 FF 06M 1RES: February 26, 2018 BORM Thtu NmM Put11>c Underaftm Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY nown to Me or Permits Required: Building Electrical Mechanical Plumbing[-] Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WA TE WATER: FIRE: Ix S UILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD SEP I 2Jio BUILDING & FIRE PREVENTION T ` PERMIT APPLICATION r 'A -- -- Bldg. Permit #16-2209ApplicationNo: g Documented Construction Value: $ 2750.00 Job Address: 610 MERRY BROOK CIR ( LOT 64) Historic District: Yes No,® Parcel ID: 27-19-30-STU-0000-0640 Residential Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 1 t -Ott above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email:mfergusonewaynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC , ' Phone: Street:. 151 - -SOUTHHALL LANE STE 200 Resident of property? r r' i MA P.T•LAI TD , p City, State .Zip . F. Lw 3'.2 7 51 ray. . o `• It Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Name: N/ A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407- 656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone:' Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS T'O YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST' BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical •k, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that dale: 5't' Edition (2014) Florida Building Code Revised: June 30, 2015 ' Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. X4 0 ?, z Signature of Owner/Agent Date Signature of Contractor/Age ate Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name SlI Signature of Notary -State of Florida Date Ahture fI ' RUIN A MMU MN i MY COMMISSION t FF 066550 sn: EXPIRES: February 26, 2018 I GwAild TM Notary Pu* Undetwdeta Owner/Agent is Personally Known to Me or Contractor/Agent Is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: ENGINEERING: PN UTILITIES: W STE WATER: FIRE: 1100,BUILDING: Revised: June 30, 2015 Permit Application V WAY NE I I Automatic Fire Sprinklers, Inc LETTER OF TRANSMITTAL To: CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FL 32772 ENCLOSED YOU WILL FIND: p5lD' JOB NO. 84196 DATE: 9/15/16 RE: Thornbrooke Townhomes (Lot 64-69) ATTENTION: PLANS REVIEW COPIES DATE DESCRIPTION 3 FIRE SPRINKLER PLANS 12 PERMIT APPL CATION 1 COPY OF PURCHASE ORDER 1 CHECK 4'3DD Qo X_For approval For your use As requested _X_For review and comment REMARKS: PLEASE RETURN (2) SETS WITH YOUR SEAL OF APPROVAL AND/OR COMMENTS. PLEASE CALL 407-877-5557 WHEN PERMIT IS READY AND GIVE AMOUNT. Signed: Ruth McCulloch Carl McQuaig From: Taylor Morrison Florida, Carrie MacLeod<postmaster@hyphensolutions.net> Sent: Monday, August 29, 2016 4:10 PM To: Carrinette Wallace; Carl McQuaig Subject: Thornbrooke 25s, 000064_610 Merry Brook Circle, Fire Sprinkler Underground 125204 16611301 004264, BuildPro Order #16611301 004264 acne) Importance: High Taylor Morrison ORDER 16611301 004264Thombrooke25sFlorida #: Purchase Order COST 125204CODE: Request CONTACT INFORMATION: FROM: TaylorTaylor Morrison Florida - 25s O: TTN: _ OFFICE: FA_X: AYNE AUTOMATIC FIRE SPRINKLER ADDRESS: 600 Lake Lucien Drive Suite 350 Maitland FL 32751 Carrinette Wallace 07-877-5504 M_AIN:__r07-629-0077 07-656-8026 FAX: 555) 555-5555 DOR 978658068 Please direct iNE: 07-558 JOB INFORMATION: the following tasks to: Carrie MacLeod DATE 09/01/2016 JOB 000064_610 PLAN: 2369022D NEEDED: NAME: Merry Brook Willow [NFL]) Circle ELEV/SWING: iPO DATE: 08/29/2016 JOB ~ 610 Merry See Start/R DRESS: Brook Circle LOTBLOCK: 000064r*N/A" Sanford, FL 32771 Ship and Back OrderMAP7BACKORDERPOLICY: LOCATION: REQUEST INFORMATION: CITY DESCRIPTION UNIT PRICE TOTAL Fire Sprinkler Underground 125204 16611301 004264 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 08/29/2016 3:09:31 PM Powered by Hyphen Solutions - htto://wNwN.hyahensoiuUorks.com Carl McQuaig From: Taylor Morrison Florida, Carrie MacLeod<postmaster@hyphensolutions.net> Sent Monday, August 29, 2016 4:12 PM To: Carrinette Wallace; Carl McQuaig Subject Thombrooke 2Ss, 000065 614 Merry Brook Circle, Fire Sprinkler Underground 125204 16611301 0043SS, BuildPro Order #16611301 0043SS Ome) Importance: High Taylor Morrison ORDER 16611301_004355Thombrooke25sFlorida0. Purchase Order COST 125204CODE: Request CONTACT INFORMATION: FROM: Taylor Morrison Florida - Thombrooke 25s O: WAYNE AUTOMATIC FIRE SPRINKLER ADDRESS: 407-629-0077 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 TTN: Carrinette Wallace OFFICE: 07-877-5504 MAIN FAX: 07-656-8026 FAX: 555) 555-5555 VENDOR r78658068 Please direct questions JOB INFORMATION: the following tasks to: Carrie MacLeod DATE 09/01/2016 JOB 000065 614 PLAN: 2285022D NEEDED: NAME: Merry Brook Redwood Circle NFL]) PO DATE 08/29/2016 JOB 614 Merry E_L_EV/SWING:_ See Start/R DRESS: Brook Circle LOT/BLOCK: 000065/•'N/A•• Sanford, FL 32771 MAP + BACKORDER POLICY: Ship and Back Order LOCATION: REQUEST INFORMATION: gn DESCRIPTION UNIT PRICE TOTAL Fire Sprinkler Underground 125204 16611301 004355 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 08/29/2016 3:11:41 PM Powered by Hyphen Solutions - http:i/vAww.hvg)hensolutions.com Carl McQuaig From: Taylor Morrison Florida, Carrie MacLeod<postmaster@hyphensolutions.net> Sent: Monday, August 29, 2016 4:16 PM To: Carrinette Wallace, Carl McQuaig Subject: Thombrooke 25s, 000066_618 Merry Brook Circle, Fire Sprinkler Underground 125204 16611301 004081, BuildPro Order #16611301 004081 Orne) Importance: High Taylor Morrison ORDER 16611301 004081Thombrooke25sFlorida #: Purchase Order COST 125204CODE: Request CONTACT INFORMATION: FROM: (Taylor Morrison Florida - Thombrooke 25s O: lTTN: ` WAYNE AUTOMATIC FIRE SPRINKLER ADDRESS: 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Carrinette Wallace OFFICE: 07-877-5504 MAIN: T407-629-0077 FAX: 07-656-8026 FAX: (555) 555-5555 VENDOR 19711658068 Please direct JOB INFORMATION: the following tasks to: Came MacLeod DATE 09/01/2016 JOB 000066 618 PLAN: 2028022D NEEDED: NAME: Merry Brook Birch [NFL]) Circle PO DATE: 08/29/2016 iOB 618 Merry ELEV/SWING: See Start& ADDRESS: Brook Circle LOTIBLOCK: 000066/"N/A•' Sanford, FL 32771 MAP BACKORDER POLICY: Ship and Back Order LOCATION: REQUEST INFORMATION: OTY DESCRIPTION RICE TOTAL Fire Sprinkler Underground 125204 16611301_004081 1 Firesprinkler Install. Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 08/29/2016 3:16:04 PM Powered by Hyphen Solutions - htta:Uwww.hyphensolugons.COM Carl McQuaig From: Taylor Morrison Florida, Juan Lopez <postmaster@hyphensolutions.net> Sent Wednesday, September 07, 201610.44 AM To: Carrinette Wallace; Carl McQuaig Subject: Thornbrooke 25s, 000067 622 Merry Brook Circle, Fire Sprinkler Underground 125204 116611301 003988, BuildPro Order *16611301 003988 Ome) Importance: High Taylor Morrison ORDER 16611301 003988Thombrooke25sFlorida0: Purchase Order COST 125204CODE: Request CONTACT INFORMATION: FROM: aylor Morrison Florida - ombrooke 25s O: WAYNE AUTOMATIC FIRE SPRINKLER ADDRESS: 2600 Lake Lucien Drive Suite 350 Maitland FL 32751 TTN_ OFFICE: Carrinette Wallace 07-877-5504 MAIN: 1407-629.0077 07-656-8026 FAX: 555) 555-5555 FAX: VENDOR I78658068 Please direct PHONE: 07-205- JOB INFORMATION: the following tasks to: Juan DATE 09/08/2016 JOB 000067_622 PLAN: 2028022D NEEDED: NAME: Merry Brook Birch [NFL]) Circle PO DATE: 09/07/2016 JOB 622 Merry ELEV/SWING: See Start/R ADDRESS: Brook Circle LOTBLOCK: _ 000067/•'N/A•• Sanford, l FL 32771 MAP BACKORDER POLICY: Ship and Back Order LOCATION: REQUEST INFORMATION: f TY DESCRIPTION UNIT PRICE TOTAL Fire Sprinkler Underground 125204 16611301 003988 1 Firesprinkler Install, Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 09/07/2016 9:44:12 AM Powered by Hyphen Solutions - httoWwww.hwhensolutions.com Carl McOuai From: Taylor Morrison Florida, Carrie MacLeod<postmaster@hyphensolutions.net> Sent: Monday, August 29, 2016 4:25 PM To: Carrinette Wallace; Carl McQuaig Subjects: Thornbrooke 25s, 000068 626 Merry Brook Circle, Fire Sprinkler Underground 125204 16611301 004447, BuildPro Order #16611301 004447 Orne) Importance: High Taylor Morrison ORDER 16611301004447Thombrooke25sFlorida #' _ Purchase Order COST 125204CODE: Request CONTACT INFORMATION: FROM: (Taylor Morrison Florida - Thombrooke 25s O: WAYNE AUTOMATIC FIRE SPRINKLER ADDRESS: P600 Lake Lucien Drive Suite 350 Maitland, FL 32751 TTN: Carrinette Wallace OFFICE: 07-877-5504 07-656-8026MAIN: T407-629-0077 FAX: FAX: (555) 555-5555 NfENDOR r 7800068 Please direct JOB INFORMATION: the follov ina tasks to: Came MacLeod DATE NEEDED: 09/01/2016 JOB NAME: 000068 626 Merry Brook Circle PLAN: 2285022D Redwood NFL]) See Start/LPODATE: 08/29/2016 JOB 626 Merry ELEV/SWING: DRESS: Brook Circle LOT/BLOCK: 000068/"N/A" Sanford, FL 32771 MAP BACKORDER POLICY: Ship and Back Order LOCATION: REQUEST INFORMATION: QTY DESCRIPTION UNIT PRICE TOTAL Fire Sprinkler Underground 125204 16611301 004447 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 08/29/2016 3:24:53 PM Powered by Hyphen Solutlons - htto:Uwww.hvohensoluUons.com Carl McQuai From: Taylor Morrison Florida, Carrie MacLeod<postmaster@hyphensolutions.net> Sent: Monday, August 29, 2016 4:38 PM To: Carrinette Wallace, Carl McQuaig Subject: Thombrooke 25s, 000069 630 Merry Brook Circle, Fire Sprinkler Underground 125204 16611301 004171, BuildPro Order #16611301 004171 Orne) Importance: High Taylor Morrison ORDER 16611301 004171Thombrooke25sFlorida #: Purchase Order COST 125204CODE: Request CONTACT INFORMATION: FROM: ylor Morrison Florida - Rombrooke25s O: AYNE AUTOMATIC FIRE SPRINKLER ADDRESS: 2600 Lake Lucien Drive Suite 350 Maitland FL 32751 Carrinette WallaceTTN: OFFICE: FAX: 07-877-5504 MA1N: 407-629-0077 07-656-8026 FAX: 555) 555-5555 VENDOR 978658068 Please direct JOB INFORMATION: the following tasks to: Came MacLeod DATE 09/01/2016 JOB 000069 630 PLAN: 2369022D NEEDED: NAME: Many Brook Willow [NFL]) I Circle APO DATE:_ 08/29/2016 OB 630 Merry ELEV/SWING: See Start/L DRESS: Brook Circle LOT/BLOCK: 000069/"N/A•' Sanford, FL 32771 Ship and Back OrderMAPBACKORDERPOLICY: LOCATION: REQUEST INFORMATION: CITY DESCRIPTION UNIT PRICE TOTALI Fire Sprinkler Underground 125204 16611301 004171 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 08/29/2016 3:37:50 PM Powered by Hyphen Solutions - haw/www.hvohensolutions.com CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407-688 5052 FAX: 407-68MOSI kTE: - PERMIT #: I " JSINESS/PROJECT NAME:c` ale_ 4 o DRESS: c sc 3NTACT NAME: PHONE PLAN REVIEW INFORMATION Construction C/O 0 Fire Alarmire Sprinkler 0 Hood OTank 0 Paint Booth 0° o D - OTAL FEES: RE: Thornbrooke TH (Lots 132-138) 610, 614, 618, 622, 626, 630 Merry Brook Circle Application Ws 16-2209 thru 16-2214 SEM/NOLE COUNTY MULTI IURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 10/13/15 I hereby name and appoint: Robert Shannon an agent of: Wayne Automatic Fire Sprinklers, Inc. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address) Parcel Identification) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Dewar State License Number: FPC 14-000057 Signature of License Holder: STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 13th day of October , 20 15 by Robert Dewar who is ® personally known to me or who has produced and who did (did not) take an oath. C44ig,'atullre of Notary r% RUTHA.M000LLWI y 1Y(ZMMISSIONIFFO6E550 i a 'XPIHES: February 26, 201A wncW Pau Nary Public Undent.his as identification AIA n. )\C (u_`1)ri Print or type Notary name Notary Public - State of Florida Commission No. FF 066550 My Commission Expires: 02/26/2018 Parcel 11) •Number: 21-19-30-5TT' -0000- q6 j 0 t.ir7011 Prepared By Kiln Cartel - and Taylor Morrison Homes VV, uVor.l I , Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE'. OF COMMENCEMENT. State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property; and in accordance with Chapler 713, I-Iorida Statutes, the following informarion is provided in this Notice ofCommencentem. I . I)escription of property : LOT - Legal Description : Thornbro ke Phase 1, according to the plat thereof, as recorded in Plat Book 79, Page 3-7, ol'the public records of Seminole Cotimy, Irloridtt.,./ Q 61917 --- Addresses : 6 Sanford I'I. 2. General description of improvements : New Town Home Unit 3. Owner inl'ormation : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder : N.A. 5. Cowractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, 17L 32751 6. Surety : N.A. 7. Lender: N.A. 9. Persons within the State of l'lorida designated by the Owner upon whom notices or ether documents ntp}?P; he' he served as provides by 713.13(1)('a)7., Florida Statutes: N.A. 4';"" .:• I 9. Ill addllioll ttl hllllsell Owner designates file ltllhlwl115 (o reccive a Copy uI life Liellor'ti in 713.13(I)(1)j, Florida Statutes. N.A. IU, I'spiration dale 01'not ice 0f winmencenhem: One year firom the date ofrecordinS. ;, ;;,_: CJD WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CIIAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN u,; IRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE a f RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONStLLT_- YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. = a t tj I I. Dale Siolted i Sign:uure of Owt cr's Agent : ?. —_ _ c .. 1 John Asa WI'igill Ttlylor K401-1-is(>91 I'Iorida Inc. C v Sworn to and subscribed before me this by John Asa Wright who is personally known to me. aStNotaryPublic % f ' 1', Wx My commission expires: 6/27/19 APUNIplr t1 st- Serial No. 1'17209108 otary Signature: ?fpi tatCy'I iti WNW) ll; fii ipl Parcel If) Number: 21-19-30-51 I' -0000- dbS U Prepared By Kim Cartel - and Taylor Morrison I lomes Iteuu•n To : 2600 Lake Lucien [)rive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Flot'ida. Cotu)ty of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and In accordance wiUr Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property: LOT Legal Description: Thornbrooke Phase I, according to the plat thereof, as recorded in Plat Book 79, Page 3-7, of the public records ol'Seminolc Cnuuy. Addresses Florida. /, I -I. 2. C;encral description of improvements : New Town I-lon)e Unil 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lal:e Lucien Drive Suite 350, Maitland, 171. 3'_751 I. Fee Simple Title Holder : N.A. 5. Contractor came and address : Name Taylor Morrison of' Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL. 33751 6. Surety : N.A. 7. Lender: N.A. R. Persons within the Slate of Florida designated by Ine Owner upon whom notices or other documents may he served as provides by 1 13.I 3(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the loollowing to receive a copy ol'the Lienor's Notice as lutivuli:dr- ill 713.13(I)(1)), Flurida Statutes. N.A. _. t 10. li.xpiralinn dale of not ice oI'commencemeoI: One year Fro iti the date ol'recording. ' •'. u WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT''.`'- - ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ' RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT n YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORT( OR RECORDING YOUR NOTICE OF COMMENCEMENT. v aCIO O 1•I. 1). tiignLd . /1i/lo Signature ot'Owncr's Agent blot Asa \knight Taylor Nlorrison I'161-1da Inc. 1 u'vi K Q Sworn to and subscribed before me this by John Asa Wright who is personally known to me. A i yVU01 k. `i V •4:i ,v<. .4124'' Notary Public My commission expires: 6/27/19 Serial No. FF209108 -=Ktary Signature: J141E Iowry seal: Parcel ID Number: 21-19-30-5T1' -0000- Qk 0 Prepared By Kim Carter and "Taylor Morrison 1•lomes Return To : 2600 Lake Lucien Drive, Stile 350 Maitland, FL, 32751 N0110E OF COMMENCEMENT. State of hlorida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice ofCommencemem. I. Description of properq' : LOT t(J Legal Description : Thornbroolcc Phase I, according to the plat thereat; as recorded in Plat Book 79, Page 3-7, of the public records of Serninole County, Florida Addresses : // ,(!%K Sanford FI_ 2. Ccteral description of improvements : New '['own I•lonte Unit 3. Owner information : Name Taylor Morrison of Florida Ine. Address 2600 Lake Lucien Drive Suite 350, Maitland. FL 32751 5. Fcc Simple Title Holder : N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland: FL, 32751 6. Surety : N.A. 7. Lender: N.A. H. Persons within the State of Florida designated by the Owner upon whom norices or other documents may he served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himsell', Owner designates the following to receive it copy of the Licnnr's Notice as A% Itrl_irit'y"a t. in 713.13(I)(b), Florida Statutes. N.A. "'•, Ill. Expiration date oI*notice ol'commencement: One year front the dare nl recording. t' •:;:'%; „ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT •F'.••' = u ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSUI T , YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ^ X: s G! I I. llatc Signed Signature of Owner's Agent•-2 f, John Asa Wright _i Taylor Morrison.r f1101-I&I Ine. C. r j Sworn to and subscribed belitre me this by.lohn Asa Wright who is fwrsonally known to IOC. h'-S tsts 13 Notary Public My commission expires: 6/27/19 lUE 6+ rial No. ff 209108 Notary Signature: IVMhu y sc:I: y + iilit iilrii rer ;jI „i„q „br sppa1Pt1 IL Sfi; :iar!,'Cltu 'i i rho) Parcel 11) Number: 21-19-30-m' -0000- U 61 o Prepared 13y ICinr l:cu ter and 'Taylor Morrison Homes Iteturn 'I'o : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NO 'ICE OF COMMENCEMENT. Sft(e of Florida. County ofSenlinnle. The unticr:signed hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statures, the following information is provided in this Notice of Commencement. I Oeserihtion of hrope:•ty : LOT G Legal Description: Thoruhrooke Phase 1, according to the plat thcreot; as recorded in Plat Book '19, Page 3-7, oldie public records ol'Seminole County, Addresses : Sanl'ord F1. 2. (Jeneral description of* improvements : New "town Home Unit I. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland. 17L 32751 1. pee Simple Title Holder : N.A. J. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Strife 350, Maitland, FL 32751 G. Sorely : N.A. 7. Lender: N.A. tt. Persons within the State of Florida designated by the Owner upon whom notices or other documents may a?'.°:"` he served as provides by 713.13(I)(a)7., Florida Statutes: N.A. %`r-' . ;. t. In addition to himself, Owner designates the ['billowing to receive a copy ol'the Lienor's Notice as provi'rd l i '% y in 713.13(I)(1)), Florida Statutes. N.A. 10. I'Expiration date of'no6ce of commencement: One year from the date of recording. ,.•, .., WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN < < I < RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE `.= RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT W YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1 I. Mare Signed :/( y Signature of* Owner's Agent L--- Iohn Asa Wright Taylor Mornsoryt l I Inrida Inc. Sworn to aid subscribed before me this by John Asa \Vrighl who is personally known to mc. GJ F'01F y cua yf'p i ;1 p`tl5` IC1t?o 94. Notary Public o My commission expires: 6/27/19 t v,, , eu0h Serial No. 1 1 20910fi Notary Signature: ;•-'t i tury soul: aeo M11 IU,I M su iIMP4flalIMF : ,;1;II;! 111;9 .:"1 IV 1i• j ORParcelII) Number: 21-19-30-5-I•T-0000- 08 0 Prepared By Kim Cartel - and "1'aylor Morrison Homes Return 'I'o : 2600 Lake Lucien Drive, Suite 350 Nlaitlantl, FL 32751 NOTICP: OF COMMENCEMENT. Stale of Florida. County ol'Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice (ifCommencenhcut. I. Description of prnperty : LOT (D 0 Legal Description : Thornbrooke Phase I. according to the plat thereof; as recorded in Plat Book 79, Page 3-7, of the public records of Seminole County; 1 Iorida. ') , Addresses • ; l'J Ceneral description of improvements : New Town Home Unit 3. Owner information: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL. 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Mairlantl, I -'I. 32751 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other dUCLtnhentS ma „M ti be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himsell', Owner designates the following to receive a copy of the L.ienor's Notice as p tntlu1h 1•i in 713.13(1)(b), Florida Statutes. N.A.-.' 3% 10. Expiration date of notice of commencement: One year fi•om the date of recording. C= WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT tr, O ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN Its RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE n 1, CIA RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSUL TR - Q YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. a t-J 11. Date Signed :,t` Signawre of Owner's Agent : _ /^ Ae'' . John Asa Wrighi. t 8 :: L) Taylor N'lorrisun-I?Inrttl:! Inc. Sworn to and stibscribed bclorc me this by .lohn Asa Wright who is personally known to ine. 09N.^ 1111 i '• +^ 1 ~ o Y t Notary Public My commission expires: 6/27/19 Serial No. PF209108 Notary Signature: Notary seal: t1:r:t I ."' ;a;hh !at .at;' Parcel I U Number: 21-19-30-5'1•"f -0000- 0 (I g t t r Prepared liy I(im Carter and •faylor Morrison Homes Return •I'o : 2600 Lake Lucien Drive, Suite 350 Maitland, F1.. 32751 NOTICE OF COMMENCEMENT. S(:ttc of hlot•ida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT Legal Description : Thornbrooke Phase 1, according to the plat thereol', as recorded in Plat Boul: 79, Page 3-7, oftlhe public records ol'Serninole County, Addresses: !/U CfGfe. _ Sanford 171. 2. Ccncral description at' improvements : New Town Home Unit 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350. Maitland. 171 32751 a. Fcc Simple "I'itle 1'lolder : N.A. 5. Contractor name and address : Name Address Taylor Morrison of* Florida Inc. 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Surcly : N.A. 7. Lender: N.A. s'.47v,/J 8. Persuns within the State ol• I"lorida designated by the Owner upon whom notices or other documents git j1 be served as provides by 713.13(I)(a)7., 1'lorida Statutes: N.A. 9. In addition to himself, Owner designates tie following to receive a copy of (lie Lienor's Notice as prnh(Ie.h u in 713.13 I)( b), Florida Statutes. N.A. r= 10. I7-xpiration (late of notice of commencement: One year fi•om the date ol•recordint, W U WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 100 o ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN cV RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE `r c ;_I RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSIJLg ,C', ; Q YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. r N r et 1 I. I)ate Signed : %i Signature of Owner's Agent John Asa Wright Taylor Morris(rtr -I'lo Inc. Sworn to and subscribed bel'ore me this by John Asa Wright who is personally known to me. Cus ccj y tlav,M• aaE Zp 9 yq65\ w L`11 ' t Vice Not:tty • 1'ttblic 2 a= My cornhnissiott expires: 6/27/19 serial No. PF209108 Notary Signature: "EONotary seal: HYDRAULIC CALCULATIONS PRODUCT DATA SUBMITTAL For THORNEBROOK TOWNHOMES LOTS 64=69 WAFS # 84196 OH SANFORD, FLORIDA WAYNE AUTOMATIC FIRE SPRINKLERS, INC. 222 CAPITOL COURT - OCOEE, FL 34761 TEL (407) 656-3030 or FAX (407) 656-8026 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEF- FL 34761 PR (407) 877-5578 FAX: (407) 858-SWO Certificate of Authorisation Nmber 29038 Robert J. Dewar. P.E. FL License No, 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Birch Unit B-1 Sheet Number FPB.1 Location White Cedar Road Design Area B-1 Contract 84196 Data File Thornebrook B-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Birch Unit B-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPBA Date: 09/12/16 Design Remote area number: B-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. 256 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.3 - GPM @ 36.7 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 09/06/16 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. Page 1 Date 09/12/16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Birch Unit B-1 Date 09/12/16 City Water Supply: Demand: C1 - Static Pressure : 66 D1 - Elevation 7.652 C2 - Residual Pressure: 56 D2 - System Flow : 31.256 C2 - Residual Flow 1010 D2 - System Pressure 36.712 Hose ( Demand) D3 - System Demand : 31.256 Safety Margin 29.271 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Wayne Automatic Thornebrook Birch Unit B-1 Page 3 Date 09/12/16 Fitting Legend Abbrev. Name '/: % 1 1% 1'/2 2 2'/: 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Birch Unit B-1 Page 4 Date 09/12/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. B1 19.667 4.9 7.0 na B2 19.667 4.9 7.36 na BA 20.333 8.51 na BC 20.333 11.86 na BD 20.333 13.45 na 200 20.333 14.09 na 100 10.333 20.11 na 101 10.333 21.33 na TB 10.333 22.03 na Be 1.0 26.98 na UG5 3.0 29.22 na UG3 3.0 30.45 na BF1 3.0 31.0 na BF2 3.0 38.71 na C64 3.0 38.87 na ST1 3.0 38.87 na ST2 3.0 38.88 na TEE 3.0 38.88 na HYD 2.0 36.71 na 12.96 005 256 7.0 13.29 0.05 256 7.0 50 The maximum velocity is 14.04 and it occurs in the pipe between nodes BA and BC Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-1 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C.. or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B1 12.96 0.874 U 4.0 9.167 7.000 K Factor = 4.90 to 150.0 2V 6.0 10.000 0.288 BA 12.96 0.0939 0.0 19.167 1.800 Vel = 6.93 0.0 12.96 8.512 K Factor = 4.44 w B2 13.29 0.874 2U 8.0 6.667 7.358 K Factor = 4.90 to 150.0 0.0 8.000 0.288 BA 13.29 0.0983 0.0 14.667 1.442 Vel = 7.11 0.0 13.29 8.512 K Factor = 4.56 BA 26.26 0.874 V 3.0 6.667 8.512 to 150.0 0.0 3.000 0.0 BC 26.26 0.3465 0.0 9.667 3.350 Vel = 14.04 BC 0.0 0.874 0.0 4.583 11.862 to 150.0 0.0 0.0 0.0 BD 26.26 0.3465 0.0 4.583 1.588 Vel = 14.04 BD 0.0 1.101 U 5.0 0.667 13.450 to 150.0 0.0 5.000 0.0 200 26.26 0.1126 0.0 5.667 0.638 Vel = 8.85 200 0.0 1.101 V 5.0 10.000 14.088 to 150.0 0.0 5.000 4.331 100 26.26 0.1126 0.0 15.000 1.689 Vel = 8.85 100 0.0 1.101 0.0 10.833 20.108 to 150.0 0.0 0.0 0.0 101 26.26 0.1125 0.0 10.833 1.219 Vel = 8.85 101 0.0 1.394 2U 12.0 7.833 21.327 to 150.0 0.0 12.000 0.0 TB 26.26 0.0357 0.0 19.833 0.708 Vel = 5.52 TB 0.0 1.394 Z 4.762 9.333 22.035 to 150.0 S 11.11 15.871 4.042 BB 26.26 0.0357 0.0 25.204 0.899 Vel = 5.52 0.0 26.26 26.976 K Factor = 5.06 BLDG UG BB 26.26 1.598 U 7.0 13.000 26.976 to 150.0 V 8.0 15.000 1.732 UG5 26.26 0.0184 0.0 28.000 0.514 Vel = 4.20 UG5 0.0 1.598 0.0 67.000 29.222 to 150.0 00 0.0 0.0 UG3 26.26 0.0183 0.0 67.000 1.229 Vel = 4.20 UG3 0.0 1.598 2U 14.0 16.000 30.451 to 150.0 0.0 14.000 0.0 BF1 26.26 0.0183 0.0 30.000 0.550 Vel = 4.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Birch Unit B-1 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF1 0.0 2.067 T 10.0 20.000 31.001 to 120.0 L 3.0 13.000 7.445 Fixed Loss 7.445 BF2 26.26 0.0079 Zik 0.0 33.000 0.262 Vel = 2.51 BF2 0.0 1.913 G 1.036 10.000 38.708 to 150.0 T 10.364 11.400 0.0 C64 26.26 0.0076 0.0 21.400 0.163 Vel = 2.93 0.0 26.26 38.871 K Factor = 4.21 SITE UG C64 31.26 7.98 G 6.041 172.000 38.871 Qa = 5.00 to 150.0 T 52.855 58.895 0.0 ST1 31.26 0.0 0.0 230.895 0.002 Vel = 0.20 ST1 0.0 7.98 G 6.041 128.000 38.873 to 150.0 T 52.855 58.895 0.0 ST2 31.26 0.0 0.0 186.895 0.002 Vel = 0.20 ST2 0.0 9.79 G 6.747 360.000 38.875 to 150.0 T 67.474 74.221 0.0 TEE 31.26 0.0 0.0 434.221 0.002 Vel = 0.13 TEE 0.0 6.34 G 4.952 15.000 38.877 to 140.0 L 14.855 19.807 2.166 HYD 31.26 0.0 0.0 34.807 0.001 Vel = 0.32 0.0 31.26 36.712 K Factor = 5.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PH (407) 877-5578 FAX: (407) 866-8028 Certificate of Authorization Kober 29038 Robert 1 Dewar. P.E. FL License No. 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Birch Unit B-2 Sheet Number FPBA Location White Cedar Road Design Area B-2 Contract 84196 Data File Thornebrook B-2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Birch Unit B-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPBA Date: 09/12/16 Design Remote area number: B-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. vARIES - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 45.9 - GPM @ 56.4 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 09/06/16 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number: 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. Page 1 Date 09/12/16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Thornebrook Birch Unit B-2 Page 2 Date 09/12/16 City Water Supply: Demand: C1 - Static Pressure 66 D1 - Elevation 8.085 C2 - Residual Pressure: 56 D2 - System Flow : 45.883 C2 - Residual Flow 1010 D2 - System Pressure 56.412 Hose ( Demand) D3 - System Demand : 45.883 Safety Margin 9.556 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Wayne Automatic Thornebrook Birch Unit B-2 Page 3 Date 09/12/16 Fitting Legend Abbrev. Name '/2 '/. 1 1'/. 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V• CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a " will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Birch Unit B-2 Page 4 Date 09/12/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 83 20.667 4.9 167 na 2002 005 400 16.7 B3T 21.333 17.36 na B4 19.667 4.9 18.12 na 2086 0.05 256 7.0 BC 20.333 22.21 na BD 20.333 23.25 na 200 20.333 24.7 na 100 10.333 32.86 na 101 10.333 35.62 na TB 10 333 37.23 na BB 1.0 43.31 na UG5 3.0 46.21 na UG3 3.0 49.0 na BF1 3.0 50.25 na BF2 3.0 5819 na C64 3.0 58.56 na 5.0 ST1 3.0 58.57 na ST2 3.0 5857 na TEE 3.0 58.57 na HYD 2.0 56.41 na The maximum velocity is 13.78 and it occurs in the pipe between nodes BD and 200 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-2 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C., or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B3 20.02 0.874 U 4.0 0.500 16.700 K Factor = 4.90 to 150.0 0.0 4.000 0.288 B3T 20.02 0.2098 0.0 4.500 0.944 Vel = 10.71 B3T 0.0 0.874 3U 12.0 11.000 17.356 to 150.0 V 3.0 15.000 0.433 BD 20.02 0.2100 0.0 26.000 5.459 Vel = 10.71 0.0 20.02 23.248 K Factor = 4.15 B4 20.86 0.874 V 3.0 12.333 18.121 K Factor = 4.90 to 150.0 U 4.0 7.000 0.288 BC 20.86 0.2264 0.0 19.333 4.377 Vel = 11.16 BC 0.0 0.874 0.0 4.583 22.210 to 150.0 0.0 0.0 0.0 BD 20.86 0.2265 0.0 4.583 1.038 Vel = 11.16 BD 20.02 1.101 U 5.0 0.667 23.248 to 150.0 0.0 5.000 0.0 200 40.88 0.2553 0.0 5 667 1.447 Vel = 13.78 200 0.0 1101 V 5.0 10.000 24.695 to 150.0 0.0 5.000 4.331 100 40.88 0.2554 0.0 15.000 3.831 Vel = 13.78 100 0.0 1.101 0.0 10.833 32.857 to 1500 0.0 0.0 0.0 101 40.88 0.2554 0.0 10.833 2.767 Vel = 13.78 101 0.0 1.394 2U 12.0 7.833 35.624 to 150.0 0.0 12.000 0.0 TB 40.88 0.0809 0.0 19.833 1.605 Vel = 8.59 TB 0.0 1.394 Z 4.762 9.333 37.229 to 150.0 S 11.11 15.871 4.042 BB 40.88 0.0809 0.0 25.204 2.040 Vel = 8.59 0.0 40.88 43.311 K Factor = 6.21 BLDG UG BB 40.88 1.598 U 7.0 13.000 43.311 to 150.0 V 8.0 15.000 1.732 UG5 40.88 0.0416 0.0 28.000 1.166 Vel = 6.54 UG5 0.0 1.598 0.0 67.000 46.209 to 150.0 0.0 0.0 0.0 UG3 40.88 0.0416 00 67.000 2.789 Vel = 6.54 UG3 0.0 1.598 21.11 14.0 16 000 48.998 to 150.0 0.0 14.000 0.0 BF1 40.88 0.0416 0.0 30.000 1.248 Vel = 6.54 BF1 0.0 2.067 T 10.0 20.000 50.246 to 120.0 L 3.0 13.000 7.353 Fixed Loss = 7.353 BF2 40.88 0.0180 Zik 0.0 33.000 0.593 Vel = 3.91 BF2 0.0 1.913 G 1.036 10.000 58.192 to 1500 T 10.364 11 400 0.0 C64 40.88 0.0173 0.0 21.400 0.371 Vel = 4.56 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Birch Unit B-2 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C . or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 40.88 58.563 K Factor = 5.34 SITE UG C64 45.88 7.98 G 6.041 172.000 58.563 Qa = 5.00 to 150.0 T 52.855 58.895 0.0 ST1 45.88 0.0 0.0 230.895 0.004 Vel = 0.29 ST1 0.0 7.98 G 6.041 128.000 58.567 to 150.0 T 52.855 58.895 0.0 ST2 45.88 0.0 0.0 186.895 0.004 Vel = 0.29 ST2 0.0 9.79 G 6.747 360.000 58.571 to 150.0 T 67.474 74.221 0.0 TEE 45.88 0.0 0.0 434.221 0.003 Vel = 0.20 TEE 0.0 6.34 G 4.952 15.000 58.574 to 140.0 L 14.855 19.807 2.166 HYD 45.88 0.0001 0.0 34.807 0.004 Vel = 0.47 0.0 45.88 56.412 K Factor = 6.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PH (407) 877-5578 FAX: (407) 855-8028 Certificate of Authorization N=ber 29038 Robert I Dewar. P.E. FL License No. 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Redwood Unit R-1 Sheet Number FPR.1 Location White Cedar Road Design Area R-1 Contract 84196 Data File Thornebrook R-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Redwood Unit R-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Redwood Unit Location: White Cedar Road Drawing no: FPRA Date: 09/12/16 Design Remote area number: R-1 Remote area location: 1st Floor Occupancy classification: NFPA 130 Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. 400 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 47.1 - GPM @ 55.1 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 09/06/16 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. Page 1 Date 09/12/16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Redwood Unit R-1 Date 09/12/16 City Water Supply: Demand: C1 - Static Pressure : 66 D1 - Elevation 3.176 C2 - Residual Pressure: 56 D2 - System Flow : 47.092 C2 - Residual Flow 1010 D2 - System Pressure 55.107 Hose ( Demand) D3 - System Demand : 47.092 Safety Margin 10.858 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Redwood Unit R-1 Date 09/12/16 Fitting Legend Abbrev. Name Y2 1 1%. 1Yz 2 2Y2 3 3% 4 5 6 8 10 12 14 16 18 20 24 G- Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 R• CPVC Coup -Tee Run Tyco 0 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u• CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V• CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with ". The fittings marked with a " show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Redwood Unit R-1 Page 4 Date 09/12/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. R1 9.333 49 16.7 na 20.02 0.05 400 16.7 R1T 10.3 18.7 na R2 9.333 4.9 20.28 na 22.07 0.05 400 16.7 RA 10.333 22.63 na 100 10.333 26.92 na 101 10.333 30.81 na TR 10.333 33.42 na BR 1.0 39.96 na UG4 3.0 42.92 na UG5 3.0 44.63 na UG3 3.0 47.58 na BF1 3.0 48.89 na BF2 3.0 56.87 na C64 3.0 57.26 na 5.0 ST1 3 0 57.26 na ST2 3 0 57.27 na TEE 3.0 57.27 na HYD 2.0 55.11 na The maximum velocity is 22.51 and it occurs in the pipe between nodes RA and 100 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Redwood Unit R-1 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C., or Ftng's Pe Pv wwwwwww Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R1 20.02 0.874 2U 8.0 3.500 16.700 K Factor = 4.90 to 150.0 0.0 8.000 0.419 R 1 T 20.02 0.2099 0.0 11.500 2.414 Vel = 10.71 R 1 T 0.0 0.874 0.0 18.833 18.695 to 150.0 0.0 0.0 0.014 RA 20.02 0.2100 0.0 18.833 3.954 Vel = 10.71 0.0 20.02 22.635 K Factor = 4.21 R2 22.07 0.874 U 4.0 4.083 20.283 K Factor = 4.90 to 150.0 V 3.0 7.000 0.433 RA 22.07 0.2513 0.0 11.083 2.785 Vel = 11.80 RA 20.02 0.874 0.0 5.167 22.635 to 150.0 0.0 0.0 0.0 100 42.09 0.8297 0.0 5.167 4.287 Vel = 22.51 100 0.0 1.101 0.0 14.416 26.922 to 150.0 0.0 0.0 0.0 101 42.09 0.2696 0.0 14.416 3.886 Vel = 14.18 101 0.0 1.394 2U 12.0 18.583 30.808 to 150.0 0.0 12.000 0.0 TR 42.09 0.0854 0.0 30.583 2.613 Vel = 8.85 TR 0.0 1.394 4R 4.0 9.333 33.421 to 150.0 Z 4.762 19.871 4.042 BR 42.09 0.0854 S 11.11 29.204 2.495 Vel = 8.85 0.0 42.09 39.958 K Factor = 6.66 BLDG UG BR 42.09 1.598 U 7.0 13.000 39.958 to 150.0 V 8.0 15.000 1.732 UG4 42.09 0.0439 0.0 28.000 1.230 Vel = 6.73 UG4 0.0 1.598 0.0 39.000 42.920 to 150.0 0.0 0.0 0.0 UG5 42.09 0.0439 0.0 39.000 1.713 Vel = 6.73 UG5 0.0 1.598 0.0 67.000 44.633 to 150.0 0.0 0.0 0.0 UG3 42.09 0.0439 0.0 67.000 2.943 Vel = 6.73 UG3 0.0 1.598 2U 14.0 16.000 47.576 to 150.0 0.0 14.000 0.0 BF1 42.09 0.0439 0.0 30.000 1.318 Vel = 6.73 BF1 0.0 2.067 T 10.0 20.000 48.894 to 120.0 L 3.0 13.000 7.347 Fixed Loss = 7.347 BF2 42.09 0.0189 Zik 0.0 33.000 0.625 Vel = 4.02 BF2 0.0 1.913 G 1.036 10.000 56.866 to 150.0 T 10.364 11.400 0.0 C64 42.09 0.0183 0.0 21.400 0.392 Vel = 4.70 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Redwood Unit R-1 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 42.09 57.258 K Factor = 5.56 SITE UG C64 47.09 7.98 G 6.041 172.000 57.258 Qa = 5.00 to 150.0 T 52.855 58.895 0.0 ST1 47.09 0.0 0.0 230.895 0.005 Vel = 0.30 ST1 0.0 7.98 G 6.041 128.000 57.263 to 150.0 T 52.855 58.895 0.0 ST2 47.09 0.0 0.0 186.895 0.004 Vel = 0.30 ST2 0.0 9.79 G 6.747 360.000 57.267 to 150.0 T 67.474 74.221 0.0 TEE 47.09 0.0 0.0 434.221 0.003 Vel = 0.20 TEE 0.0 6.34 G 4.952 15.000 57.270 to 140.0 L 14.855 19.807 2.166 HYD 47.09 0.0001 0.0 34.807 0.003 Vel = 0.48 0.0 47.09 55.107 K Factor = 6.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEI; FL 34761 PH (407) 877-5578 FAX: (407) 855—SWO Certificate of Authorization Nmber 29038 Robert J. Dewar. P.E. FL License Na 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-1 Sheet Number FPWA Location White Cedar Road Design Area W-1 Contract 84196 Data File Thornebrook W-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Willow Unit W-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPWA Date: 09/12/16 Design Remote area number: W-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: 256/324 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 37.9 - GPM @ 52.3 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 09/06/16 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. Page 1 Date 09/12/16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Willow Unit W-1 Date 09/12/16 City Water Supply: Demand: C1 - Static Pressure : 66 D1 - Elevation 7.652 C2 - Residual Pressure: 56 D2 - System Flow : 37.86 C2 - Residual Flow 1010 D2 - System Pressure 52.320 Hose ( Demand) D3 - System Demand : 37.86 Safety Margin 13.657 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 D2 E 50 40 30 20 10 17 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Wayne Automatic Thornebrook Willow Unit W-1 Page 3 Date 09/12/16 Fitting Legend Abbrev. Name '/: '/. 1 1'/. 1'/2 2 2'/: 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with ". The fittings marked with a " show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a " will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Willow Unit W-1 Page 4 Date 09/12/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. Wt 19.667 4.9 10.51 na 15.89 005 W2 19.667 4.9 12.0 na 16.97 0.05 WA 20.333 12.47 na WB 20.333 13.04 na 200 20.333 16.45 na 100 10.333 27.6 na TW 10.333 34.13 na BW 1.0 39.53 na UG4 3.0 42.65 na UG5 3.0 43.74 na UG3 3.0 45.6 na BF1 3.0 46.43 na BF2 3.0 54.23 na C64 3.0 54.48 na 5.0 STt 3.0 54.48 na ST2 3.0 54.48 na TEE 3.0 54.48 na HYD 2.0 52.32 na The maximum velocity is 17.57 and it occurs in the pipe between nodes WB and 200 256 7.0 324 12.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-1 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C., or Ftng's Pe Pv Notes •.wwww Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W1 15.89 0.874 U 4.0 9.417 10.511 K Factor = 4.90 to 150.0 V 3.0 7.000 0.288 WA 15.89 0.1368 0.0 16.417 2.246 Vel = 8.50 0.0 15.89 12.469 K Factor = 4.50 W2 16.97 0.874 U 4.0 1.583 12.000 K Factor = 4.90 to 150.0 V 3.0 7.000 0.288 WB 16.97 0.1546 0.0 8.583 1.327 Vel = 9.08 0.0 16.97 13.039 K Factor = 4.70 WA 15.89 0.874 0.0 4.167 12.469 to 150.0 0.0 0.0 0.0 WB 15.89 0.1368 0.0 4.167 0.570 Vel = 8.50 WB 16.97 0.874 V 3.0 3.500 13.039 to 150.0 0.0 3.000 0.0 200 32.86 0.5248 0.0 6.500 3.411 Vel = 17.57 200 0.0 0.874 V 3.0 10.000 16.450 to 150.0 0.0 3.000 4.331 100 32.86 0.5249 0.0 13.000 6.824 Vel = 17.57 100 0.0 1.101 21.1 10.0 28.250 27.605 to 150.0 0.0 10.000 0.0 TW 32.86 0.1705 0.0 38.250 6.521 Vel = 11.07 TW 0.0 1.394 Z 4.762 9.333 34.126 to 150.0 S 11.11 15.871 4.042 BW 32.86 0.0540 0.0 25.204 1.362 Vel = 6.91 0.0 32.86 39.530 K Factor = 5.23 BLDG UG BW 32.86 1.598 2U 14.0 36.000 39.530 to 150.0 0.0 14.000 1.732 UG4 32.86 0.0278 0.0 50.000 1.390 Vel = 5.26 UG4 0.0 1.598 0.0 39.000 42.652 to 150.0 0.0 0.0 0.0 UG5 32.86 0.0278 0.0 39.000 1.083 Vel = 5.26 UG5 0.0 1.598 0.0 67.000 43.735 to 150.0 0.0 0.0 0.0 UG3 32.86 0.0278 0.0 67.000 1.862 Vel = 5.26 UG3 0.0 1.598 2U 14.0 16.000 45.597 to 150.0 0.0 14.000 0.0 BF1 3286 0.0278 0.0 30.000 0.833 Vel = 5.26 BF1 0.0 2.067 T 10.0 20.000 46.430 to 120.0 L 3.0 13.000 7.402 Fixed Loss = 7.402 BF2 32.86 0.0120 Zik 0.0 33.000 0.396 Vel = 3.14 BF2 0.0 1.913 G 1.036 10.000 54.228 to 150.0 T 10.364 11.400 0.0 C64 3286 0.0116 0.0 21.400 0.248 Vel = 3.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Willow Unit W-1 Page 6 Date 09/12/16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 32.86 54.476 K Factor = 4.45 SITE UG C64 37.86 7.98 G 6.041 172.000 54.476 Qa = 5.00 to 150.0 T 52.855 58.895 0.0 ST1 37.86 0.0 0.0 230.895 0.003 Vel = 0.24 ST1 0.0 7.98 G 6.041 128.000 54.479 to 150.0 T 52.855 58.895 0.0 ST2 37.86 0.0 0.0 186.895 0.003 Vel = 0.24 ST2 0.0 9.79 G 6.747 360.000 54.482 to 150.0 T 67.474 74.221 0.0 TEE 37.86 0.0 0.0 434.221 0.002 Vel = 0.16 TEE 0.0 6.34 G 4.952 15.000 54.484 to 140.0 L 14.855 19.807 2.166 HYD 37.86 0.0001 0.0 34.807 0.002 Vel = 0.38 0.0 37.86 52.320 K Factor = 5.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PR (407) 877-5578 FAX: (407) 1858-8028 Certificate of Authorization Ntmbw 29038 Hobert J. Dewar. P.E. FL License No, 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-2 Sheet Number FPW.1 Location White Cedar Road Design Area W-2 Contract 84196 Data File Thornebrook W-2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Willow Unit W-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPW.1 Date: 09/12/16 Design Remote area number. W-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 1 sprk - SgFt Coverage per sprinkler. 400 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 1 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 25.0 - GPM @ 50.1 - Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 09/12/16 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. Page 1 Date 09/12/16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Willow Unit W-2 Date 09/12/16 City Water Supply: Demand: C1 - Static Pressure : 66 D1 - Elevation 7.623 C2 - Residual Pressure: 56 D2 - System Flow : 25.024 C2 - Residual Flow 1010 D2 - System Pressure 50.092 Hose ( Demand) D3 - System Demand : 25.024 Safety Margin 15.897 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 D2 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Willow Unit W-2 Date 09/12/16 Fitting Legend Abbrev. Name 1 1'/. 1'/: 2 2'/2 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with ". The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Page 4 Thornebrook Willow Unit W-2 Date 09/12/16 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Reg. W3 19.6 4.9 16.7 na 20.02 0.05 400 16.7 WA 20.333 24.22 na WB 20.333 25.09 na 200 20.333 26.46 na 100 10.333 33.52 na TW 10.333 36.13 na BW 1.0 40.71 na UG4 3.0 43.0 na UG5 3.0 43.44 na UG3 3.0 44.18 na BF1 3.0 44.51 na BF2 3.0 52.15 na C64 3.0 52.25 na 5.0 ST1 3.0 52.25 na ST2 3.0 52.26 na TEE 3.0 52.26 na HYD 2.0 50.09 na The maximum velocity is 10.71 and it occurs in the pipe between nodes W3 and WA Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-2 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C., or Ftng's Pe Pv ww«««« Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W3 20.02 0.874 3U 12.0 22.333 16.700 K Factor = 4.90 to 150.0 V 3.0 15.000 0.317 WA 20.02 0.2099 0.0 37.333 7.837 Vel = 10.71 0.0 20.02 24.220 K Factor = 4.07 WA 20.02 0.874 0.0 4.167 24.220 to 150.0 0.0 0.0 0.0 WB 20.02 0.2100 0.0 4.167 0.875 Vel = 10.71 WB 0.0 0.874 V 3.0 3.500 25.095 to 150.0 0.0 3.000 0.0 200 20.02 0.2098 0.0 6.500 1.364 Vel = 10.71 200 0.0 0.874 V 3.0 10.000 26.459 to 150.0 0.0 3.000 4.331 100 20.02 0.2100 0.0 13.000 2.730 Vel = 10.71 100 0.0 1.101 2U 10.0 28.250 33.520 to 150.0 0.0 10.000 0.0 TW 20.02 0.0682 0.0 38.250 2.608 Vel = 6.75 TW 0.0 1.394 Z 4.762 9.333 36.128 to 150.0 S 11.11 15.871 4.042 BW 20.02 0.0216 0.0 25.204 0.545 Vel = 4.21 0.0 20.02 40.715 K Factor = 3.14 BLDG UG BW 20.02 1.598 2U 14.0 36.000 40.715 to 150.0 0.0 14.000 1.732 UG4 20.02 0.0111 0.0 50.000 0.556 Vel = 3.20 UG4 0.0 1.598 0.0 39.000 43.003 to 150.0 0.0 0.0 0.0 UG5 20.02 0.0111 0.0 39.000 0.433 Vel = 3.20 UG5 0.0 1.598 0.0 67.000 43.436 to 150.0 0.0 0.0 0.0 UG3 20.02 0.0111 0.0 67.000 0.745 Vel = 3.20 UG3 0.0 1.598 2U 14.0 16.000 44.181 to 150.0 0.0 14.000 0.0 BF1 20.02 0.0111 0.0 30.000 0.333 Vel = 3.20 BF1 0.0 2.067 T 10.0 20.000 44.514 to 120.0 L 3.0 13.000 7.482 Fixed Loss = 7.482 BF2 20.02 0.0048 Zik 0.0 33.000 0.158 Vel = 1.91 BF2 0.0 1.913 G 1.036 10.000 52.154 to 150.0 T 10.364 11.400 0.0 C64 20.02 0.0046 0.0 21.400 0.099 Vel = 2.23 0.0 20.02 52.253 K Factor = 2.77 SITE UG Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Willow Unit W-2 Page 6 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C., or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C64 25.02 7.98 G 6.041 172.000 52.253 Qa = 5.00 to 150.0 T 52.855 58.895 0.0 ST1 25.02 0.0 0.0 230.895 0.002 Vel = 0.16 ST1 0.0 7.98 G 6.041 128.000 52.255 to 150.0 T 52.855 58.895 0.0 ST2 25.02 0.0 0.0 186.895 0.001 Vel = 0.16 ST2 0.0 9.79 G 6.747 360.000 52.256 to 150.0 T 67.474 74.221 0.0 TEE 25.02 0.0 0.0 434.221 0.001 Vel = 0.11 TEE 0.0 6.34 G 4.952 15.000 52.257 to 140.0 L 14.855 19.807 2.166 HYD 25.02 0.0 0.0 34.807 0.001 Vel = 0.25 0.0 25.02 50.092 K Factor = 3.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bulletin 135 Rev. M CO c p Model F1 Reliable Residential Sprinklers for Design Density of .05 gpnV t2 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm4t2 Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed Pendent/FP 4. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed Pendent/FP 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed Pendent/F1 9. F1 Res 58 Recessed Pendent/FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. F1 Res 44 HSW 18. F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX 21. KRes58 HSWX 22. F1 Res 58 HSW Recessed HSW/F2 23. F1 Res 44 SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) t F1 Res 30, 49, 58 & 76 F1 Res 30, 49, 58 & 76 Recessed Pendent / F1 Recessed Pendent / FP F1 Res 30, 49, 58 & 76 F1 Res 44 & 58 CCP Pendent Recessed HSW/F2 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model F1 Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model F1 Res 44 SWC Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass -bulb and low profile decorative design. The F1 Res F1 Res 44 SWC Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb Sprinkler Frame : Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: '/2" NPT (RI/2) K-Factor: 3.0 (43.2) (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (70.6) (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (83.5) (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (109)(Actual) - F1 Res 76 Pendent Sprinkler 4.4 (63) (Actual) - F1 Res 44 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Model F1 Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard'. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 13 2013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are Escutcheon F1 or F2, Data: the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for in- stalling Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and 'Top" mark- ing must face ceiling. Type Adjustment A" Face of fitting to ceiling 13" Deflector Distance below bottom of beam Inch (mm) Inch (mm) Inch (mm) Inch mm F 1 3/4 (19.0) Min. Recessed = 15 /e (41.3) 3/e (9.5) 13/4 (44.4) Max. Recessed = /e 22.2 1 /e 28.6 1(25.4) F2 2 (12.7) Min. Recessed = 15/s (41.3) 3/s (9.5) 13/4 (44.4) Max. Recessed =1'/e 28.6 r/e 22.2 11A. 31.7 Note: Escutcheons F1 or F2 may be used with Model F1 Res 49, 58 & 76 Recessed Pendent Sprinkler Model F1 Res 30 Recessed Pendent / F2 Model F1 Res 30, 49, 58 & 76 Pendent • Modi IJ3rm t r1I rtes 4% as & io rtecessea rent lent / F1 F1 escutcheon, 3/4" (19mm) adjustment 2 /. • NOLE a4. s7.2mm) s/ie' ok 49.2m nJ r— .a K 1/2' REDUCER NRN COLLAR UNRL RCNr ACAW$r SPRINKLER i rACE or nrnNc ro WRENCH BOSS. r I 1 COUNC OWENSKIN: J/e'-, 1/8' (ri ESCUMNEON) 3/e'-/e'(r2 EscurcNEav) Aaus}ruTENr J.2mm) i an.s 2 27/J2. OX 72.2--1 Fig. 1 Fig. 2 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Thread Size Nominal Orifice Inch mm Max. Pressure sl bar S rinkler Tem . Ratinal Max. Ambient TemD. I Actual K Factor Sprinkler Length Inch mmOF °C T °C 2RNPT 21/,- (8.2) 175 (12) 155 6958 100 38 3.0 (43.2) 2.25 (57) Max. Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area S(m)g 155°FR8°C 1750F/790C Top of Deflector to Ceiling SpacingFtxFt (m x m) Flow Pressure Flow Pressure Inch (mm) m) g GPM (Umin) PSI bar GPM Umin PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 8(30,3) 7.0 (0,48) 8(30.3) 7.0 (0,48) Smooth Ceilings 1'/4 to 4 (31.7 to 102) using F2 escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1'/4 to 13/4 8(2,4) 14 x 14 (4,3 x 4,3) 14(4.3) 10 (37,8) 11 (0,76) 10 (37,8) 11 (0,76) 16 x 16 (4,9 x 4,9) 1 16(4.9) 13 (49) 1 18.8 (1,3) 13 (49) 18.8 (1,3) 31.7 to 44.4 using F2 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) Thread Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Size Inch (mm) Pressure Tem . Ratin Ambient Tem . K Length F C OF I °CIbar Factor Inch mm 2' NPT R'/z 7/16" (11) 175 (12) 155 175 68 79 100 150 38 66 4.9 (70.6) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°Fi68°C 175°F/790C to Ceiling Spacing SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch (mm) FtGPMUmnPSIbarGPMLhnlnPSIbar 12 x 12 (3,6 x 3,6) 12(3.6) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) Smooth Ceilings 1'/4 to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) 1 to 4 (25.4 to 102) using F1 escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) 18 x 18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12 (0,83) 17 (64,3) 12 (0,83) beams 1'/4 to 13/4 (31.7 to 44.4) using F2 escutcheon, 1 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,7) 16.7(1,14) 20(75,7) 16,7(1,14) to 13/4 (25.4 to 44.4) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Ordinary Temp. Rating Intermediate Temp. Rating DeflectorctorTopofDefleCeiling Minimum Max. Coverage area Max. Spacing 155°Fi68°C 175°F/79°C to Spacing FlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch ( mm) Ft (m) GPM L/min PSI bar GPM Umin PSI 12 x 12 (3,6 x 3,6) 12(3.6) 15 (57) 9.4 (0,65) 15 (57) 9.4 (0,65) Smooth Ceilings 4 to 8 (100 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (60,5) 10.6 (0,73) 16 (60,5) 10.6 (0,73) 4 to 8 (100 to 203) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 17 (64,3) 12.0 (0,83) 17 (64,3) 12.0 (0,83) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8( 2.4) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 15.0 (1,0) 19 (72) 15.0 (1,0) 41/4 to 8 (108 to 203) using F2 escutcheon, 4 to 8 (100 to 203) 20 x 20 (6,1 x 6,1) 1 20( 6.1) 22 (83,2) 1 20.2 (1,4) 22 (83,2) 20.2 (1,4) using F1 escutcheon Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Size Inch (mm) Pressure Temp. Ratin Ambient Temp. K Factor Length OF C OF C IbarInch mm 2" NPT R h 13) 175 (12) 155 175 68 79 100 150 38 66 5. 8 (83.5) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°Fi68°C 175°F/790C Ceiling Spacing FlowPressureFlowPressureFtxFt (m x m) Ft (m) mmm) Ft (m) GPM I../Imin PSI bar GPM Urnin PSI(bar)Inch 12 x 12 (3,6 x 3,6) 12(3.6) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Smooth Ceilings 1'/4 to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) 1 to 4 (25.4 to 102) using Ft escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 138 or 13 installed in beams 8( 2,4) 18 x 18 (5,5 x 5,5) 18(5.5) 19 (72) 10.8 (0,75) 19 (72) 10.8 (0,75) 1'/4 to 13/4 (31.7 to 44.4) using F2 escutcheon, 1 to 13/4 (25.4 to 20 x 20 (6,1 x 6,1) 20(6.1) 22 (83,3) 1 14.4 (1,0) 22 (83,3) 14.4 (1,0)71 44.4) using Ft escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 3. Technical Data: F1 Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nominal Orifice Max. Sprinkler Max. K Sprinkler Size Inch (mm) Pressure Tem . Ratin Ambient Temp.Length Factor F C of CIbar Inch mm NPT R34 11/32' (13.5) 175 (12) 155 175 68 79 100 150 38 66 7.6(109) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Max. Spacing 155°FitiB°C 175°F/790C Top of Deflector to Ceiling SpacingFlowPressureFlowGPMPressureRxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM LAnin PSI bar LAnin PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Smooth Ceilings 4'/4 to 8 (108 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) 4 to 8 (100 to 203) using Ft escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8 (2!4) 18 x 18 (5,5 x 5,5) 18(5.5) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) beams 4'/4 to 8 (108 to 203) us- ing F2 escutcheon, 4 to 8 (100 20 x 20 (6,1 x 6,1) 20(6.1) 23 (87,1) 9.2 (0,63) 23 (87,1) 9.2 (0,63) to 203) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Mt Not listed for corrosion resistance. a ar ib i.;cr ren dent' • Model F1 Res 30, 49, 58 & 76 2 5/8- [66.7mm] OA. 2 5/16- OA. HOLE IN CEILING 58.7mm f CUP i 1xl/2' REDUCER CUP I j CEILING 1 1/I' 31.Smmf 1 ; I MAX. FACE OF FI rTiNC TO FACE OF CEILING I I n DIMENSION A' 8' COVER ADJUSTMENT I HEIGHT I 3 5/16- O/A. 135FO04E 84.1 mm] F1 RES 30, 49, 58 & 76 CCP PEND. Fig. 3 Note: The F1 Res 76 will use a 1 " x %" reducer. CCP Cover Plate Data: A.. B., C,. Deflector Distance below bottom Cover Adjustment CCP Height of beam Inch (mm) Inch (mm) Inch mm YZ 12.7 S/ia 24 1/213 - 1 25.4 5/ta 7.9 3/4 19 1/2'13 - 1 25.4 FP push-on/thread-off escutcheon 2 5/8- DIA. [66.7mmJ HOLE IN CEILING- 2 5/16- DIA. 58.7mm] — Ct FP 1' X 1/2" REDUCER r ' 1 CEILING 1/?' [38.Imm] MAX. FAG£ OF FITT/NC TO FACE OF CEILING D M£NSlON 1/2' [l3mm) MAx. FP ADJUSTMENT F1 RES 49 PENDENT/FP Fig. 4 FP Escutcheon Data: B.. A' Deflector Distance below bottom FP Position Inch (mm) of beam Inch mm Max. Recessed 1e 11 h 12.7 Min. Recessed i5/ie 24 1(25.4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation -in ceilings which have positive pressure in the space above. 4. Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/FP (SIN R3511) Thread Nominal Max. CCP Assembly Max. K Sprinkler Size Orifice Pressure Temp. at Ambient Temp. Factor Length OF °C F oCInchmmpsibar Inch mm h" NPT R'h 211,; (8.2) 175 02) 135 57 100 38 3.0 (43.2) 2.25 (57) Ordinary Temp. Rating Minimum Max. Coverage area Max. Spacing 155°F/68°C Top of Deflector to Ceiling SpacingFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM (Umin) PSI bar Smooth Ceilings'h to 1 (13 to 25.4) using CCP. 12 x 12 (3,6 x 3,6) 12 (3,6) 8 (30,3) 7.0 (0,48) 2 to 1 (13 to 25.4) using FP escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 14 x 14 (4,3 x 4,3) 14(4.3) 11 (37,8) 13.4 (0,92) beams'/2 to 1 (13 to 25.4) using CCP. 1 2 to 1 (13 to 25.4) using FP escutcheon. For Ceiling types refer to NFPA 13. 13R or 13D Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) Nominal Max. CCP Assembly Max. Sprinkler Thread Orifice Pressure Temp. Ambient K Length Size Inch psi (bar) Ratin Temp. Factor Inch ( mm) mm) OF C OF C 1 RhPT is" (11) 175 (12) 135 57 100 38 4.9 (70.6) 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing 155°F/68°C Top of Deflector to Ceiling Spacing FlowPressureFt x Ft (m x m) Ft ( m) Inch (mm) m) GPM Umin PSI(bar)Ft 12 x 12 (3,6 x 3,6) 12(3.6) 13 (49) 7.0 (0,48) Smooth Ceilings' h to 1 (13 to 25.4) using 14 x 14 (4,3 x 4,3) 14(4.3) 13 (49) 7.0 (0,48) CCP. 2 to 1 (13 to 25.4) using FP escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 14 (53) 8.2 (0,56) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams'/2 to 1 (13 to 25.4) using 8(2. 4) 18 x 18 (5,5 x 5,5) 18 (5,5) 18 (68,1) 13.5 (0,93) CCP. h to 1 (13 to 25.4) using FP escutcheon. 20x20(6, 1 x6,1) 20(6,1) 20(75,7) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 130 Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (SIN R3513) K Sprinkler Thread Nominal Max. CCP Assembly Max. Size Orifice Pressure Tem . Ratin Ambient Temp.Length Factor OF C OF oC inch mmpsibarInchmm 5.8 ( 83.5) 2.25 (57) 2" NPT RV2 2" ( 13) 175 (12) 135 57 100 38 Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing 155°F/68°C Top of Deflector to Ceiling Spacing Flow PressureFtx Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM Umin PSI bar 12 x 12 ( 3,6 x 3,6) 12(3.6) 16 (61) 7.6 (0,53) Smooth Ceilings'/2 to 1 (13 to 25.4) using CCP. 2 to 1 ( 13 to 25.4) using FP escutcheon. 14 x 14 ( 4,3 x 4,3) 14(4.3) 16 (61) 7.6 (0,53) 16 x 16 ( 4,9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams %2 to 1 (13 to 25.4) using CCP. 8(2.4) 18 x 18 ( 5,5 x 5,5) 18(5.5) 19 (72) 10.8 (0,75) 2 to 1 (13 to 25.4) using FP escutcheon. 20 x 20 ( 6,1 x 6,1) 20(6,1) 22 (83,3) 14.4 (1,0) For Ceilina tvoes refer to NFPA 13. 13R or 13D 5. Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP (SIN R7618) Nominal Max. CCP Assembly Max. Sprinkler Thread Size Orifice Pressure Temp. Ratin Ambient Temp. K Factor Length OF C OF CInchmmpsibar Inch mm 3/4" NPT R /. 11/u" (13.5) 175 (12) 135 57 100 150 1 38 66 7.6(109) 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum Max. Spacing 155 FR8 C Top of Deflector to Ceiling SpacingFlowPressure area Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM L/min PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 21 (79,5) 7.6 (0,53) Smooth Ceilings %2 to 1 (13 to 25.4) using CCP. 2 to 1 (13 to 25.4) using FP escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 21 (79,5) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4.9) 21 (79,5) 7.6 (0,53) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams'h to 1(13 to 25.4) using CCP. 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 22 (83,3) 8.4 (0,58) h to 1 (13 to 25.4) using FP escutcheon. 20 x 20 (6,1 x 6,1) 20(6.1) 25 (94,6) 10.8 (0,74) For Ceiling types refer to NFPA 13, 13R or 130 FACE OF nMNG rO - WALL DIMENSION I I/4 MIN. 2 l/4" HOLE DU. ( J l.ammJ A" 57.2mml I/a CrILINC r03.2mm) DEFLECTOR I " X 1/2" REDUCER DIMENSION 77 =r - 1 1 15/16" D/A. 49.2mmf 2 27/J2" D/n. 72.2mml TURN COLLAR UNRL nGHT AcAwsr BOSS. SPRINKLER WRENCH IJV006-0 1ADJ12' (IJmm) Q/ USTMENr F1 RES 58 & 44 HSW/F2 Fig. 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) Model F1 Res 44 & 58 HSW Wf Model F1 Res 44 & 58 Recessed HSW/F2 Thread Nominal Max. Sprinkler Max. Ambient K Sprinkler Size Orifice Pressure Temp. Rating m . Factor Length Inch ( mm) psi (bar) Inch (mm) F C F OC h" NPT R'/ 2 3/ 6" (10) 175 (12) 155 175 68 79 100 150 38 66 4. 4 (63) 2.45 (62) M F2 escutcheon, 1/ 2" (13mm) adjustment Escutcheon. F2, Data: Face of Type Adjustment to wall Inch ( mm) Inch ( mm) F2 72 (13) 3/ 14 - 11/16 4. 7 - 17.4) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155°F/88°C Intermediate Temp. Rating 175°F/79°C Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (Umin) Pressure PSI bar Flow GPM Umin Pressure PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 12 (45,4) 7.5 (0,52) 12 (45,4) 7.5 (0,52) 4 to 6 (100 to 152); h (13) recessed using F2 escutcheon 8(2.4) 14 x 14 (4,3 x 4,3) 14(4.3) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4,9) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 18 (4,9 x 5,5) 16(4,9) 18 (68,1) 16.8 (1.16) 18 (68,1) 16.8 (1.16) 18 x 18 (5,5 x 5,5) 18(5.5) 19 (72,0) 18.7 (1,29) 19 (72,0) 18.7 (1,29) 16 x 20 (4,9 x 6,1) 16(4.9) 23 (87,1) 27.4 (1,89) 23 (87,1) 27.4 (1,89) 12 x 12 (3,6 x 3,6) 12(3.6) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 6 to 12 (152 to 305); 1/2 (13) recessed using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4.3) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 16 (4,9 x 4,9) 16(4.9) 17 (64,4) 15.0 (1,04) 17 (64,4) 15.0 (1,04) 16 x 18 (4,9 x 5,5) 16(4.9) 20 (75,7) 20.7 (1,43) 20 (75,7) 20.7 (1,43) 16x20(4,9x6.1) 16(4,9) 23(87,1) 27.4(1,89) 23(87,1) 27.4(1,89) For Ceding types refer to NFPA 13. 13R or 13D Technical Data: F1 Res 58 2 3533 Escutcheon, F2, Data: Nominal Max. Sprinkler Face of Fitting ThreSize OrificeAmbient Lengthto wallTypePressureTemp. Rating Inch (mm) Factor Inch (mm) I bar mm ( ) OF °C OF °C mm 16 h" NPT 155 68 100 38 F2 '/2 (13) '.- 1h" (13) 175 (12) 5.8 (83.5) 2.45 (62) (47 - 17.7.4) R%z 175 79 150 66 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to MinimumMax. Coverage area Max. Spacing 155°F/68°C 175°F/79°C Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM (Umin) PSI bar GPM Umin PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 16 (60,6) 7.6 (0,53) 16 (60,6) 7.6 (0,53) 4 to 6 (100 to 152); 14 x 14 (4,3 x 4,3) 14(4.3) 18 (68,2) 9.7 (0,69) 18 (68,2) 9.7 (0.69) 16 x 16 (4,9 x 4,9) 16(4.9) 21 (79,5) 13.2 (0,91) 21 (79,5) 13.2 (0,91) 1/2(13)recessed using F2 escutcheon 16 x 18 (4,9 x 5.5) 16(4,9) 25 (94,7) 18.6 (1.28) 25 (94,7) 18.6 (1,28) 8(2.4) 16 x 20 (4,9 x 6.1) 16(4.9) 29 (109,8) 25.0 (1,73) 29 (109,8) 25.0 (1,73) 12 x 12 (3,6 x 3.6) 12(3.6) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 6 to 12 (152 to 305), 2 (13) recessed 14 x 14 (4,3 x 4,3) 14(4.3) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 16 x 16 (4,9 x 4,9) 16(4.9) 26 (98,4) 20.1 (1,39) 26 (98,4) 20.1 (1,39) using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 31 (117,4) 28.6 (1,97) 31 (117,4) 28.6 (1.97) For Ceiling types refer to NFPA 13, 13R or 13D Mnellal F1 Ras AA SWC* Not listed for corrosion resistance. Trto 12' 10,..0— to 1 I/1' (11.75-1 Ma.iimm roa Of rUtfne 4.60mmJ to Woe Ounm.:on PUSH ON COKR. MEN ryRN /0 "., ."L r10Nr AOAINSI WALL. 1' X 1/2' RAUute/ 1 RAcommanaaa 1 "" Mae Ha. 2 3/16' 2 !/6' 56."mmJ, —j.—. F• ! 5/16' lea W-1 ow. e4.14-1 Oio S 1 R,RN COLIAR YNRLw+m ncHr AGVNSr SPRWXLLR WRENCH BOSS. 42.07mm1k— 1/2' [1270-111lI0tll AolaHmml Fl RES 44 SWC Fig. 6 Tar_hnical r)ata- F1Ras AA SWC /SIN R35311 Nominal Max. Cover Max. Sprinkler Thread Orifice Pressure Temp. Ambient K length Size Inch (mm) psi (bar) Rat in Tem P. Factor Inch (mm) o F o C o F C 1/z" NPT RI/z 3/e" (10) 175 (12) 135 57 100 38 4.4(63) 2.45 (62) Ordinary Temp. Rating Top of Deflector to MinimumMax. Coverage area Max. Spacing 1550F/680c Ceiling SpacingFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM Umin PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 13 (49,2) 8.7 (0,60) 4 to 6 (100 to 152); 14 x 14 (4,3 x 4,3) 14(4.3) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4,9) 17 (64,3) 15.0 (1,1) 1/2 (13) recessed using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 19 (71,8) 18.7 (1.13) 8( 2.4) 16x20 (4,9 x 6,1) 16(4,9) 23 (87,1) 27.4 (1,89) 12 x 12 (3,6 x 3,6) 12(3.6) 14 (52,9) 10.2 (0,71) 6 to 12 (152 to 305); 1/ 2 (13)recessed 14 x 14 (4,3 x 4,3) 14(4.3) 15 (56,7) 11.7 (0,81) 16 x 16 (4,9 x 4,9) 16(4.9) 18 (68,1) 16.8 (1,16) using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 20 (75,6) 20.7 (1,43) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 HSWX (SIN RA3533) Thread Nominal Max. Sprinkler Max. Ambient K Sprinkler Sprinkler Size Orifice Pressure Temp. Rating Tem . Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) o F 0C o F OC Bulb W NPT R!6 z• (13) 175 (12) 155 175 68 79 100 150 38 66 5.8 (83.5) 2.45 (62) RA3533 Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155°F/G8°C Intermediate Temp. Rating 175°F/79°C Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM Umin Pressure PSI bar Flow GPM Umin) Pressure PSI (bar) 18 x 20 (5,5 x 6, 1) 18(5,5) 30(114) 26.8(1,85) 30(114) 26.8(1.85) 4 to 6 (100 to 152); z (13) recessed using F2 escutcheon 8(2,4) 20 x 20 (6,1 x 6,1) 20(6.1) 30 (114) 26.8 (1,85) 30 (114) 26.8 (1.85) 16 x 22 (4,9 x 6,7) 16(4.9) 33 (125) 32.4 (2,23) 33 (125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16 (4,9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) 14 x 26 (4,3 x 7,9) 14(4,3) 42 (160) 52.4 (3,75) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5,5) 35 (133) 36.4 (2,5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305); h (13) recessed using F2 escutcheon 16 x 22 (4,9 x 6,7) 16(4.9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4.9) 42 (160) 52.4 (3,6) 42 (160) 52.4 (3,6) 14 x 26 (4,3 x 7,9) 14(4.3) 46 (174) 62.9 (4,34) 46 (174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 130 FACE Or r/TT/NC To WALL DIMENSION 1 11/16 M/N. 2 1/I" HOLE 0A. L [ JI.BmmJ A 57.2mm) I /J ? a c£K/NC ro II -- 0£rLECrOR I - X 1/2- REDUCER DIMENSION I " ' I 15/16' DIA. 49.2mm] i — 2 27/32' Du. 72.2mm] L. I URN COLLAR UNr/L RCHr ACA/NST SPRINKLER \` WRENCH BOSS. 1/2* [IJmm] AauusrMENr F1 RES 58 HSWX Fig. 7 0 Model KRes58 HSWX (Linkl Technical Data: KRes58 HSWX (RA3593) Thread Nominal Max. Max. Ambient K Sprinkler Sprinkler Size Orifice Pressure Tem Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) F C Link RNPT 2- (13) 175 (12) 100 38 5.8 (83.5) 2.45 (62) RA3593 Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 165'FlI4'C Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM Urn n Pressure PSI bar 18 x 20 (5,5 x 6,1) 18(5.5) 29 (109) 250.72) 4 to 6 (100 to 152); 2 (13) recessed using F2 escutcheon 8(2.4) 20 x 20 (6,1 x 6,1) 20(6.1) 30 (114) 26.8 (1.85) 16 x 22 (4,9 x 7,3) 16(4.9) 33 (125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16(4.9) 38 (144) 42.9 (2,96) 14 x 26 (4,3 x 7,9) 14(4.3) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5.5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305): h (13) Recessed using F2 escutcheon 16 x 22 (4,9 x 6,7) 16(4,9) 38 (144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) 14 x 26 (4,3 x 7,9) 14(4.3) 46 (174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to -ceiling distance listing shall be 1" to 8" maximum, only for F1Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [1550F (680C)] 1750F (79'C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon' coated. Belleville spring washer with top -loaded extruded DuPont Registered Trademark 10. or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F 68°C)] [175°F (79°C)]. Sprinklers shall have a nomi- nal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] Chrome -plated] [White Polyester] [Special finish- spec- ify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with %2" adjustment (Model F2)] with 3/4" adjustment (Model F1)] [of push -on and thread off design with %2" adjustment (Model FP)]. Standard fin- ish shall be [brass][bright chrome] [white painted]. Resi- dential recessed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 Recessed Pendent/F1] [Model F1 Res 30, 49 & 58 Recessed Pendent/F2] [Model F1 Res 30, 49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 30, 49 & 58 CCP Pendent Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a '/2" NPT thread. Water seal as- sembly shall consist of a Teflon" coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (68°C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a %2" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (57°C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 44, F1 Res 58 Horizontal Sidewall, F1 Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be [cULus Listed] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a %z" NPT thread. Water seal assembly shall consist of a Teflon' coated Bel - DuPont Registered Trademark leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] 175°F (79°C)]. The solder element (Link) version, the water seal consist of a cap with a bellville spring washer and a temperature rating of 165OF (74°C). The recessed assembly forthe HSWX (Bulb & Link) should be a steel two pieces escutcheon with 1/2" adjustment (Model F2) standard finish should be Bright Chrome and white paint- ed. The F1 Res 58 HSW is also available with low lead frame. F1 Res 58 HSW and HSWX sprinklers shall have a nominal K Factor of 5.8 and F1 Res 44 a nominal K factor of 4.4. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 44, F1 Res 58, F1 Res 58 HSWX & Model KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bulletin 135). Model F1 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal side - wall sprinkler with the following modifications: Replace horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with %2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 44/F2, SIN R3531 (Bulletin 135). Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). ifl Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon` coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and hav- ing a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with %2" adjust- ment (Model F2)J [with 3/" adjustment (Model F1)] [of push -on and thread off design with %2" adjustment (Mod- el FP)J. Standard finish shall be [brass][bright chrome] white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/ F1] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon" coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having DuPont Registered Trademark a temperature rating of 1550F (680C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a %2" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (570C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). Finishes (1) Standard Finishes Sprinkler F1, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White and Black White Painted Polyester(2) Coated Special Application Finishes Sprinkler F1, F2, FP Escutcheons Electroless Nickel PTFE(Teflon°)t2t Electroless Nickel PTFE (Teflon*) Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome Dull Chrome Dull Other finishes and colors are available on special order. Consult factory for details. 2) cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. ® Recycled 4 (800) 431-1588 Sales Offices Paper iabilm, 800) 848-6051 Sales Fax 914) 829-2042 Corporate Offices Revision Imes indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U S A 06/15 P/N 9999970235 tIlCo Fire &Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster 11 CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH-1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange rapid responseTM HOME FIRE SPRINKLER SYSTEM BlazeMaster® is a registered trademark of Noveon IP Holding Corp. Page 1 of 6 JANUARY, 2006 TFP191 S Page 2 of 6 TFP1915 WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. Ibs./ft. Ibs Ift. PER LIFT Ibs 3/4" 1050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101' 0.26 067 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1 598" 0.54 1.41 2205 1213 2" 2 375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2 875" 2.423" 1.26 3.26 1215 1531 3" 3.50U' 2.952 1.87 483 720 1344 Installation Tyco Fire and Building Products TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". FIGURE 1— PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected ftre protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP191 S Page 3 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER TIO) lb.) TEE 80000 3/4" 5/8" 40 0.11 T/O 80001 V. 11/16" 40 0.19 80002 1.114" 7/8" 40 0.26 80003 1.1/2" 1-1/16" 80 0.51 80004 2" 1-3/8" 80 0.90 80005 2.1/2" 1-9/16" 80 1.59 T/O T/O 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 3/4" x 3/4" x 1" 3/4" 3/4" 5/8" 80132 40 0.14 80133 1" x 3/4" x 3/4" 9116" 9116" 3/4" 40 0.14 80134 1" x 3/4" x 1" 3/4" 11116" 3/4" 40 0.17 80260 1" x 1" x 3/4" 5/8" 5/8" 13/16' 40 0.16 80135 1-1/4" x 1" x 3/4" 5/8" 5/8" 15/16" 40 0.21 80136 1-1/4" x 1" x 1" 3/4" 3/4" 15/16" 40 0.22 80137 1.1/4" x 1" x 1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4" x 1-1/4" x 3/4" 5/8" 518" 7/8" 40 0.23 80262 1-1/4" x 1-1/4" x 1" 3/4" 314" 7/8" 40 026 Z 80138 1.1/4" x 1-1/4" x 1-1/2" 1" 1" 1" 80 043 T/O 80140 1-1/2" x 1-1/4" x 3/4" 9116" 9116" 1" 80 036 80141 1.1/2" x 1.1/4' x 1" 9/16" 9/16" 1-1/16" 80 0.38 80263 1.1/2" x 1.1/2" x 3/4" 9/16" 9/16" 1" 80 0.36 X Y 80264 1-1/2" x 1.1/2" x 1" 9/16" 9/16" 1-1/16" 80 0.38 80275 1-1/2" x 1.1/2" x 1-114" 7/8" 7/8" 1" 80 0.45 T/O T/O 80265 2" x 2" x 3/4" 3/4" 3/4" 13/8" 80 0.61 80266 2" x 2" x 1" 7/8" 7/8" 1.3/8" 80 0.66 80274 2" x 2" x 1-1/4" 1-1/16" 1-1/16" 1.318" 80 0.74 80267 2" x 2" x 1-1/2" 1-1/8" 1-1/8" 1.3/8" 80 0.78 80271 2-1/2" x 2-1/2" x 1" 1-9/16" 1-9116" 1.9/16" 80 143 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2" x 2.1/2" x 1.1/2" 1-9/16" 1-9/16" 1-9/16" 80 1.48 80276 2-1/2" x 2-1/2" x 2" 1.9116, 1-9/16" 1.9/16" 80 1.50 80270 3" x 3" x 1.1/2" 1-13/16" 1-13116" 1-13116" 80 2.28 80268 3" x 3" x 2" 1-13116" 1-13/16" 1-3/4" 80 225 80269 3" x 3" x 2.1/2" 1-13116" 1-13116" 1-13116" 80 2.44 CROSS 6 REDUCING CROSS 80009 3/4" 9/16" 40 0.13 T/O 80010 1" 11/16" 40 0.23 80011 1-1/4" 15/16" 40 0.34 80012 1-1/2" 1-1/16" 80 0.67 80013 2" 1.5116" 80 1.00 80014 2-1/2" 1.9116" 80 1.91 T/O 80008 3" 1-13116" 80 289 80015 1" x 1" x 3/4' x 3/4" 7/8" 40 0.28T/O T/O 80025 3/4" 5/8" 40 009 90' ELBOW S REDUCING ELBOW 80026 1" 3/4' 40 0.14 80027 1.1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1/16" 80 0.40 T/O 80029 2" 1.5/16" 80 0.79 80030 2.1/2" 1-9/16" 80 1.14 Y 1 3" 1-13/ 16" 80 1.82 r8003 XxY X Y T/O 0032 1" x 3/4" 11/16" 13116" 40 0.16 FIGURE 2 - FITTING DIMENSIONS (Part 1 of 4) Page 4 of 6 TFP191 S FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT T/O) SCHO . WEIGHT lb.) 45• ELBOW 80050 3/4" 3/8" 40 0.08 T/O 80051 1" 318" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 112" 80 0.31 T/O 80054 2" 3/4" 80 0.56 80056 2.1/2" 13/16" 80 0.89 80056 3" 1" 80 1.19 COUPLINGS 80075 80076 3/4" 1" 1/8' 1/8" 40 40 0.07 0.11 TFP191 S Page S of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE T/O) SCHD. Ib.) SPRINKLER HEAD ADAPTER 80175E 3/4" x 1/2" NPT 7/16' 80 0.20 80176E 1" x 1/2" NPT 7/16' 80 0.22 80175WL 3/4" x 1/2" NPT 7/16' 40 0.16 T/O 80179 1" x 3/4" NPT 13/16" 40 0.43 SPRINKLER HEAD ADAPTER 80175W 3/4" x 1/2" NPT 1/2" 40 0.19 T/O 80176W 1"x 1/2" NPT 1/2" 40 Ole SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4" x 1/2" NPT 1/2" 40 0.16 80178 1" x 1/2" NPT 9/16" 40 0.20 80180 1" x 3/4" NPT 7/8" 40 0.40 Ii T/O FEMALE ADAPTER 80142 3/4" x 3/4" NPT 13/16' 40 0.41 80145 1' x l" NPT 7/8" 40 0.63 80146 1-1/4" x 1-1/4" NPT 1-1/8" 40 1.03 T/O 80147 1-1/2" x 1-1/2" NPT 1-3/8" 80 142 80148 2" x 2" NPT 1-11/16" 80 2.66 MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 033pT/Oj80158 1'x 1" NPT 1-3/8" 40 056 XxYx2 X Y Z SPRINKLER HEAD ADAPTER TEE 80250 3/4" x 3/4" x 1/2" NPT 9/16" 9/16" 1" 40 0.22 Z 80251 1" x 1" x 1/2" NPT 11/16" 11/16" 1-3/16" 40 0.29 T/O 80249 1" x 1" x 1" NPT 15/16" 15/16" 1-9/16" 40 0.73 80256 1-1/4" x 1" x 1/2" NPT 7/16" 9/16" 1-5/16" 40 030 80252 1-1/4" x 1-1/4" x 1/2" NPT 7/16" 7116" 1.5/16" 40 0.31 80257 1-1/2" x 1-1/4" x 1/2"NPT 1/2" 11/16" 1.7/16" 80 0.43X1IIY 80254 1-1/2" x 1-1/2" x 112" NPT 1/2" 112" 1.7/16" 80 0.46 T/O T/O 80258 2" x 1-1/2" x 1/2" NPT 1/2" 5/8" 1.11/16" 80 0.56 80253 2" x 2" x 1/2" NPT 1/2" 1/2" 1-11/16" 80 062 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) Page 6 of 6 TFP191 S Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied. including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Notification to Jobsite Building Trades A Caution This building contains a CPVC fire sprinkler system. This CPVC fire sprinkler system is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: CPVC piping components may be damaged by certain substances and construction practices. DO NOT stack, support, hang equipment, or hang flexible wire/cable, especially communications cable, or other material on the fire sprinkler system. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the CPVC fire sprinkler piping system manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. DO NOT expose CPVC products to open flame, solder, and soldering flux. DO NOT drop, distort, or impact CPVC products or allow objects to be dropped on them. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow this notice may cause cracks or fractures to develop in CPVC products resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. For additional information contact the general contractor or the fire sprinkler system installer. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" Rev 2.0 Nov 13, 2007_distdbul Product Label AN Caution This CPVC fire sprinkler product is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: Read and follow the CPVC manufacturer's Installation Instructions. Training by an authorized representative is available and is recommended. Proof of training may be required by local authorities. CPVC piping components may be damaged by certain substances used in construction and building maintenance. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. When combining metallic pipe and fittings with CPVC products in a system, the cutting oil should be removed prior to assembly. DO NOT store CPVC products in containers with metal products where it may become damaged or contaminated with packing oils. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow the manufacturer's installation instructions and this notice may cause cracks or fractures to develop in CPVC products, resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. Please contact the manufacturer for additional information. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" Rev 2.0 Nov 13, 2007_dishibuI Important Information with Regards to Your CPVC Fire Sprinkler System CONGRATULATIONS, your building structure contains a state of the art life safety system. Your CPVC fire sprinkler system will enhance the safety and security of your building when properly cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are corrosive to metallic piping. As with any piping material, there are however, certain chemicals that can be detrimental to CPVC. Occasionally some of these chemicals may be found in some construction products, site preparations and building maintenance. There are certain things that you need to be mindful of in caring for or working around your CPVC fire sprinkler system. Keep your system clear from contact with the following products and chemicals unless product labels state materials are compatible with CPVC: NOTICE Cleaning Products Detergents Oils/Lubricants/Greases Rubbery Materials For hired contractors & do-it-yourselfers Corrosion Inhibitors Glycol -based antifreezes Solder Flux Thread Sealants Flexible Cable / Wiring (especially communications cabling) Caulks/Mastics Adhesive Vinyl / Electrical Tape Non -Approved Spray Foam Insulation Non -Water Based Paint Paint Thinners Wood Finishes/Varnishes You should also avoid the following: Property maintenance Mold Remediation Chemicals Termiticides / Insecticides Sitting, standing, hanging, leaning, or resting anything on the pipe, fittings, and sprinkler heads Grounding electrical wiring to the pipe or fittings Ambient temperatures below 40°F/40C where your fire sprinkler system is located. Unless an approved compatible antifreeze or insulation method is installed.) Hot work around the pipe, i.e. blow torches, soldering, etc. Be certain that this document is reviewed and understood by anyone working on or around your CPVC life safety system. If you have any questions or need assistance on chemical compatibility with your CPVC fire sprinkler system, contact the manufacturer listed on the pipe. Proper care will help your CPVC fire sprinkler system provide protection for years to come. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" CPVC Fire Sprinkler Turnover Document Rev 2 12-13-07 Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to sup- port CPVC pipe from under a flat horizontal surface, such as a ceiling. For this type of installation, use the TOLCOO Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (1) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. C @us us1Eo Features — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is rec- ommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been know to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and CPVC pipe size. Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 27A6 15/16 13/16 51h 5/16 9 1 211/16 17/16 13/16 6 5/16 9 11/4 31A6 1 % 1 V16 61h 5/16 11 11h 35/16 13/4 13/16 7 5/16 12 2 33/4 21/6 13/16 8 5/16 15 OFFICEWANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • PH: 951 737 5599 • FAX: 951.737.0330 mCUSTOMERSERVICE • 800.786 5266 www.rolco.com Fig. 22C - Combination Hanger & Restrainer Application Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Designed to support a CPVC pipe away from the corner of a beam. This position allows for easy installation of drops or risers without adding additional wood blocks. Approvals — Underwriters' Laboratories Listed in the USA UL) and Canada (cUL) for use as a combination hanger and restrainer. Finish — Pre -Galvanized Note — Approved UL Listed fastener into wood is furnished with the product. A fastener into light gauge metal may be ordered separately. Minimum acceptable #10 x 1" hardened self threading screw with 5/16" hex washer head. Order By — Fig. 22C application is composed of two standard Fig. 22 models — order two singles for each hanger and restrainer application required. C &US LISTED DER iT 1 5/8" 1 5/8" OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount C& USLEM Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and pipe size Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. n A' Dimensions • Weights CPVC Pipe Size A B Max. Hanger C Spacing (Ft.) Fastener Hex Head Size Approx. Wt./100 3/4 1 11/4 25/16 25A 3 1 %2 15/16 11h 13/16 51h 13/16 6 VY116 61h 5/16 5/16 5/16 9 9 11 11h 2 31/4 311/16 1 % 127/32 13/16 7 13/16 8 5/16 5/16 12 15 OFfICE/MANUFACTURING FACILITY • 1315 SAMPSON AVE • CORONA. CA 92879 • ?H• 951.737.5599 FAX: 951.737.0330 mCUSTOMERSERVICE • 800 786 5266 www.tolco.com UL/ULC Listed' Description The 1/4" IPS three-way female threaded valve is used to facili- tate the installation of sprinkler system pressure gauges. The valve provides for one inlet and two outlets. This design allows for replacement of the system gauge without shutting down the water supply to the sprinkler system. This design also allows Authoritys' Having Jurisdication to test system pressure with an additional gauge through the second outlet. (The second outlet is normally plugged during installation with a 1/4" IPS pipe plug.) Installation Installation of the three-way valve can be accomplished with normal field installation tools. Make sure the valve is installed according to the flow indication arrow that has been cast into the valve body. The most common installation allows for a 1/4" IPS nipple between the valve and the water supply being measured. This assures there will be ad- equate spacing for the sprin- kler system gauge from the riser. Use either PTFE Pipe 02003-2007 Fire Protection Products. Inc Thread Sealing Tape or a suit- able pipe thread sealant such as PipeFir Thread Sealant Paste with PTFE when in- stalling the valve. DO NOT OVERTIGHTEN THREADS. OVERTIGHTENING MAY CAUSE VALVE FAILURE. UUULC Listed 2R97 Specifications Materials: Body - Bronze Seat - Brass Handwheel - Iron Sizes: 1/4" IPS Working Pressure: 400 WOG Fire Protection Products, Inc. 6241 Yarrow Dr., Suite A. Carlsbad. CA 92011-1541 F P P For questions: 1 800 344-1822 • 1 800 344-3775 fax • www.fppi.com SPEARS FlameGuard TMCPVC Drain & Check Valves For NFPA 13D Applications Only Application: FlameGuardTM CPVC Orange Drain Valves and Check Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are NOT for use in any other locations within the fire sprinkler system. Drain Valve Check Valve CPVC Drain Valves Disc Price Part Number Size Code Each Socket x Socket 6622-007C0 314 1 0041 22.68 6622-OIOCO 11 1 0041 28.36 CPVC Check Valves Disc Price Part Number Size Code Each Socket x Socket S1520-1000 11 004 22.56 S1520-12C0 1-114 004 25.22 S1520-15C0 1-112 004 28.36 CPVC Special Reinforced Thread Inlet Check Valves Disc Price Part Number Sae Code Each SR Fist x Socket S1520-10FSRSCO 11 0041 24.44 S1520-12FSRSCO 1-114 004 28.22 S1520-15FSRSCO 1-112 0041 33.47 General Installation Information: Socket end connections should be installed using Spears@ FS-5 One -Step Cement for use with Spears@ CPVC Fire Sprinkler Products. Threaded connections should be made using Spears@ BLUE 751m Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. Special Reinforced (SR) Threaded Inlet Check Valve NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 Spears® Manufacturing Company Progressive Products from Spears° Innovation and Technology. FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only mmmmmmmo Drain Valve: Nominal Size Range Type Material Seats Seals Handle End Connections Check Valve: Nominal Size Range Type Material Seat End Connections Specifications 3/4" 1" 1/4-Turn Ball Valve, Maintenance -free Sealed Unit CPVC, Orange PTFE/HDPE EPDM Polypropylene, Red Socket x Socket Socket x Socket Part Number Nominal Size Dimension Reference inches, t 1/16 A B C D I E 6622-007C0 3/4 1-13/16 1-1/2 3-9116 2 1 2 6622-01000 1 2-1/16 1-3/4 4 1 2-5/16 1 2-5/16 1", 1-1/4", 1-1/2" Swing Check, Maintenance -free Sealed Unit CPVC, Orange EPDM Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread Socket x Socket Part Number SR Thread x Socket Part Number Nominal Size Dimension Reference inches t 1116 CV GPM) A 6 C D Socket SR Thread S1520-1000 S1520-IOFSRSCO 1 1-11/16 2-5/16 2-15/16 4-9/16 2-5/8 33 S1520.12CO S1520-12FSRSCO 1-1/4 2-1/16 2-15/16 3-5/8 5-1/2 3-3/8 42 S1520-15CO S1520-15FSRSC0 1-1/2 2-7/16 3 3-11/16 5-5/8 1 3-3/8 1 89 Made in the U.S.A. NOT FOR USE WITH COMPRESSED AIR OR GAS Progressive Products from Spears® Innovation and Technology Page 2 FOR CPVC PIPE vc R_SG0POTTERVANETYPEWATERFLOW ALARM The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION Installation must be perfomed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. The Model VSR-SG is a vane type waterflow switch for use on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX Scepter) that use 1", 1-1/4", 1-1/2" or 2" pipe sires. It is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a Flow of 10 gallons per minute (38 liters per minute) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Installation (See Fig. I and 2) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15 cm) of a valve, drain or fitting which changes the direction of the waterflow. The unit has a I" male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the V male fitting from the VSR-SG. Glue the V male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing ofCPVC piping systems. (No(e: The I" male fitting must bottom out on the stop of the TEE for proper operation of the VSR-SG. See Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the I" male fitting. Select the proper paddle for the pipe size and type of TEE" used. See Fig. 3 and Fig. 5 for instructions CUL, ULand CSFM Listed Service Pressure: Up to 175 PSI (12,07 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red powdercoat finish No. 1144460: Cover held in place with tamper resistant screws No. 1144461: Tamper: Cover incorporates micro -switch. Cover Tamper: Activated by cover removal Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC Cover Tamper Switch Terminations: 8" 22AWG wire leads Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., NIBCO, and IPEX (Scepter). Fits pipe sizes - 1", 1-1/4", 1-1/2" and 2" Environmental Specifications: NEMA 4/IP55 rated enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing Temperature range. 400 F to 1200 F (4,50 C to 490 C) - UL Stock Number: 1144460 1144461 wrfSK Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 on how to change paddle. Verify that the o-ring is properly positioned 1n its groove. Nand tighten the nut on the union after orienting the device in the appropriate direction to detect waterflow as shown in Fig. 2. A CAUTION Do not over -tighten the union nut, hand tighten only. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. Note: Do not leave cover off for an extended period of time. Inspection And "testing Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided. I f there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146-4 L61 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal com PRINTED IN USA MFG. #5401205 - REV E PAGE I OF 3 5/08 2)POTTER The Symbol of Protection Fig. 1 9' MINIMUM CLEARANCE REQUIRED FOR INSTALLATION OR REMOVAL OF OEVICE) NO BUSIONCS, I_a_ INSERTS OR JI DWC. / 1062-1AOAPTCRS ARE PERMITTED I- MALE FITTING MUST BOTTOM OUT ON STOP Glue the I" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the V male fitting. Fig. 4 Typical Electrical Connections Fig. 2 FOR CPVC PIPE VSR-SG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60- 90 seconds). The time delay should be set at the minimum required to prevent false alarms. Fig. 3 GIRECTION at ATWCR LOW 0 OnC. $1003-3 Important: 7 paddles are furnished with each unit to accommodate the various sizes and manufacturers of TEES. The paddles have raised lettering that show tte pipe size and the TEE manufacturer they are to be used with. The proper paddle must be used. The paddle must be properly attached (see Fig. 3) and the screw that holds the paddle must be securely tightened. Notes: I. The model VSR-SG has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other is used to operate a local audible or visual annunciator. 2. For supervised circuits see "Switch "Terminal Connections" drawing and caution note (Fig. 6). Fig. 5 Crinnell TEE TEE's manufactured prior to S/99 7 TEE's manufactured after 5/99 OwC. 01062-4 Notice: As of 5/" Grinnell has changed the design oftheir TEE fittings The new fittings will require the use of the standard paddle, while you will still be required to use the paddle marled Grinnell on all fittings manufactured prior to this date. Failure to install the correct paddle could cause the device to malfunction or operate improperly Optional Cover Tamper Door 2ra e m oOfm erl Wpi RETARD ADJUSTMENT KNOB A CAUTION Irmoe that 0-mg is in MOUNT SO ARROW ON BASE POINTS 04ing g—K before rN DIRECTION OF insullingsvttCh O NATERFLOW RUN OF nIE TF2: Flowing w.aer activates MAY OF. V . 1 114', deVM.o110610Mono , 1112'.OR 2' NCGATIVF.DC OR NEUTRAL ISITIVE DC t Nor AC t.Ow/.ONE i PANEL 1'MALEF"NO ON ALL SI/tS DWG. 0J•IA Cover Tamper Switch Shown with cover in place) M c N.O. N c Will) (RED) (OLK) ova. —i Fig. 6 Switch Terminal Connections Clamping Plate "terminal 0•4'f+ hA R ING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. A CAUTION Waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems Waterflow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. PRINTED IN USA MFG. #5401205 - REV E PAGE 2 OF 3 5/08 FOR CPVC PIPE PPOTTER VANE TYPE WAT ERFLOW ALARM The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION Fig. 7 Break out thin section of cover when wiring both switches from one conduit entrance. Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system should be in accordance with applicable N17PA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Maintenance Inspect detectors monthly for leaks. If leaks are found, replace the detector. The VSR-SG waterflow switch should provide years of trouble -free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock number 1029030. There is no maintenance required, only periodic testing and inspection. Important Notice Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Removal to prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen union nut and separate unit from the glued in fitting. Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the fitting while continuing to lift the waterflow detector. Lift detector clear of pipe. PRINTED IN USA MFG #5401205 -REV Ii PAGE 3 OF 3 5/08 E)POTTER BELLS The Symbol of Protection PBA-AC & MBA -DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) 400 to 150°F (400 to 66°C) Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-I weatherproof backbox Model BBX-I deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-I weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-I, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Size inches mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 R. (3m) (1) 6 (150) 12VDC MBA126 1750070 12A 85 76 8 (200) 12VDC MBA128 1750080 12A 90 77 10(250) 12VDC MBA1210 1750060 12A 92 78 6 (150) 24VDC MBA246 1750100 06A 87 77 8 (200) 24VDC MBA248 1750110 06A 91 79 10 (250) 24VDC MBA2410 1750090 06A 94 80 6 (150) 24VAC PBA246 1806024 17A 91 78 8 (200) 24VAC PBA248 1808024 17A 94 77 10 (250) 24VAC PBA2410 1810024 17A 94 78 6(150) 120VAC PBA1206 1806120 05A 92 83 8 (200) 120VAC PBA1208 1808120 05A 99 84 10 (250) 1 120VAC PBA12010 1810120 05A 99 86 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal com PRINTED IN USA MKT, #8830001 - REV V PAGE 1 OF 2 MFG #5400776 - 10/06 E)POTTER The Symbol of Protection FIG.I BELLS 100 25) 8„ 200) 6" 1 150) 1 l7 I I F - J 2 11/16" I (68) DWG#776. 1 FIG.3 DIMENSIONS INCHES ( mm) BELLS PBA- AC & MBA -DC FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE'rHREADED 1/2" CONDUIT ENTRANCE 86) (127) 3 3/ 8" 86) 4 1/ 4" 108) OWGp 776. 2 WIRING (REAR VIEW) A.C. BELLS WHITE (IN) WRITE (OUT) O FROM CONTROL PANEL OR PRECEDING BELL O BLACK ( IN) BLACK (OUT) CAUTION' W IIEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN NO 1' FS: 1. WHEN USING AC BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END - OF -LINE RESISTOR IS NOT REQUIRED ON AC BELLS. INSTALLATION I. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT #8950001 - REV V PAGE 2 OF 2 MFG. #5400776. 10/06 wSOao101o60r' gym 70% `m to a, j m so m 000 10 •n, ' 0 10 n 10 1 • Y too Let, soar• TYPE 1005P / 100511005S GAUGES TYPE 1001T PANEL GAUGE Applications include compressors, filter Applications include instrument panels, regulators• medical equipment, automotive air-conditioning equipment, air and pas diagnostic, beverage dispensing• industrial compressors, machine tools and a variety machinery and a variety of other applications of other applications. ACCURACY ACCURACY ASME B 401 Grade 8 (:3-2.3%of span) ASME 8 40 1 Grade 8 (13-2.3%of span) DIAL SIZE DIAL SIZE 11K: 2. 2'h. 3yi (for lWavailable with steel case/ 1Vi .2.-2'/i .3h- ring and plastic window, Type 1000, please contact factory) CASE MATERIAL Black painted steel CASE MATERIAL 1005P- ASS, black WETTED MATERIAL 1005 - Black painted steel Bronzelbrass. 1005S- Stainless steel (I%i 62-ony) Optional, color offer thanOfack vent hole SENSING ELEMENT Bourdon tube: Ashcroft patented PowerF/ex" WETTED MATERIAL movement Bronze/ brass Optional sockets, nickel plated• Teflon taped, top or side connections. thronle,plugs CONNECTION h NPT back A NPT back SENSING ELEMENT Bourdon tube: Ashcroft patented PowerRea" RANGES movement Vac -M psi and compound CONNECTION Ve and NPT back and lower. (I'h-not available in'/. NPT back 4V,-Type 1000 available in V4 NPT lower only, consult factory) RANGES Vac.- M psi and compound to x(; I' • m"1, 710 30 0 ad zs°_• itl / TYPE 100MAL GENERAL SERVICE GAUGE TYPE 3005 / 3005P HYDRAULIC GAUGE Applications include hydraulic systems, Applications include hydraulic systems, machine tools, pressure washerstsprayers and machine tools• pressure washerstsprayers, a artery of other applications compressors, irrigation equiptment and a variety of other applications. ACCURACY ACCURACY ASME 8 40.1 Grade B (13-2-3% of span) ASME 8 401 Grade B (13.2-3%of span) DIAL SIZE DIAL SIZE 63mm ( 2'/21.100mm (41 63mm (2V21 CASE 3 RING MATERIAL CASE MATERIAL 304 stainless steel, dry, liquid filled of field tillable 3005 - 304 stainless steel, dry• liquid filled or field tillable WETTED MATERIAL 3005P - Black ABS dry or glycerine filled Bronze/ brass WETTED MATERIAL SENSING ELEMENT Bronzetbrass Bourdon tube: Ashcroft patented PowerW move- ment SENSING ELEMENT Bourdon tube: Ashcroft patented PowerW move - CONNECTION ment 4 NPT lower and back Optional, metric and SAE connection CONNECTION 3005 - V. NPT lower and back RANGES 3005P -'/4 NPT lower Vac: 15.000 psi and compound Optional. metric and SAE connection RANGES Vac, 15.000 psi and compound All ranges listed may not be available in all sizestconnections Please consult individual spec sheets Commercial Gauge Quick Guide All Gauges Ape Not Created Equal... Only Ashcroft° commercial pressure gauges offer the exclusive, patented PowerReir' movement. The Ashcroft PowerRW' movement provides a high level of reliability and durability. a Superior shock resistance is Exceptional vibration resistance Excellent pulsation performance Outstanding durability a Helps ensure safety k-W10a Reduces manufacturing costs ctist a Helps assure a quality Ik4 process Reduces inspection costs In addition, with Ashcroft commercial pressure gauges you get in Broad product selection 23mm to 4fe dial sizes Ranges from vacuum to 15,000 psi a Wide variety of case styles and materials Is Ctfstomaed toges, dials and pressure conneclions available. Ashcroft commercial pressure gauges also provide True Zero" Indication. True Zero" Ashcroft Inc.. 250 Fast Main Street is true indication of zero pressure being Stratford. CT 06614.5145 USA Tel: 203-378-8281 • Fax: 203-385-0408 applied to the gauge. www.ashcroft.com no H0 rso ioo m ae emrn' or• TYPE 1085M, XRG AGRICULTURAL AMMONIA This product was designed to withstand rug- ged agricultural applications. Features include stainless tube and socket• in addition to glass window, necessary for anhydrous ammonia applications. ACCURACY ASME 840.1 Grade 8 (x3.2.3%of span) DIAL SIZE 2' h- CASE MATERIAL Black painted steel Optional, stainless clad aluminum Type 1005SM) WETTED MATERIAL 316 stainless sleeVsteel SENSING ELEMENT Bourdon tube: Ashcroft patented PowerFW move- ment CONNECTION 4 NPT lower Optional 0.020'odfice stainless steel throttle plug RANGES 0/ 60 psi, Of150 psi, 0/400 psi n TYPE 1005M, XR5 REFRIGERANT AMMONIA This product was designed to meet the require- ments of refrigerant ammonia applications. Features include enhanced leak integrity plus dual scale (psiAemp) dial necessary for these applications. ACCURACY ASME 840.1 Grade 8 (s3.2.3%of span) DIAL SIZE 2h" 3h- CASE MATERIAL Black painted steel Optional. ASS (Type 1005PM)., stainless dad alumr num ( Type 1005SM) WETTED MATERIAL 316 stainless steeVsteel SENSING ELEMENT Bourdon tube: Ashcroft patented PowerF/ea" move- ment CONNECTION NPT lower RANGES 30 in.Hg VaciO/150 psi. 30 in Hg Vai:M= psi with equivalent ammonia temperature scales BULLETIN CGOG•1 Commercial Gauge Quick Guide k'NASHCROFT• o 0 1 TYPE 1005, XUL SPRINKLER SERVICE GAUGE These gauges are UL-393listed, UL of Canada listed and FM approved for Ore protection sprinkler service for either water or air systems. ACCURACY ASME 840.1 Grade B (0-2.3%of span) DIAL SIZE 3%i CASE MATERIAL ABS/polycarbonate blend WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube, Ashcroft patented PowerFke move- ment CONNECTION V. NPT lower RANGES G-300 psi (water), 0-80 psi retard to 250 psi (air) LOOKMA tWU AGENCY 11ARA30N OUR RMUCTf FM LISTEO t c"o Mi0 Im C 0 Sb No 110 ivaaor• TYPE 4000G/5000G DIRECT DRIVE GAUGE Typical applications include filter regulator lubricators. portable compressors, air tanks, industrial machinery and a variety of other applications. Excellent shock resistance. ACCURACY ASME B 40.1 Grade B (13.2.3% of span) DIAL SIZE 40mm (1 %j or 50mm (21 CASE MATERIAL ABS poryrarborete blend, black WETTED MATERIAL Beryllium copper coil, silicone dampened Integral ABS poycarbonate blend socket Optional, Ye NPTor % NPTbrass, throttle plug SENSING ELEMENT Spiral wound Bourdon tube CONNECTION 40mm -'h NPT back 50mm -'h NPT or'/. NPT back RANGES 0.60 psi (180' arc); 0.100 psi. 0.160 psi. 0.200 psi, 0.300 psi. 0.400 psi (235' are) For optimum gauge Ile, select a gauge with a full scale pressure range of approximately twice the maximum excursion pressure Consuh factory for high cycle life applications FttPE 1007P, XOR REFRIGER 0-N MANIFOLD Typical applications include checking or servic- ing refrigerant levels in automotive, residential or industrial air-conditioning units; refrigerant recovery and reclamation units: refrigerant transport systems and large scale air- conditioning and chilling equipment. ACCURACY 1 % at zero, 12% three fourths of scale. 15%. last fourth of scale DIAL SIZE 2'h- . I • ' CASE MATERIAL ABS, red (high pressure) ABS, blue (low pressure) Optional, black, ABS WETTED MATERIAL Bmaze/brass SENSING ELEMENT Bourdon tube; Ashcroft patented Power1W move- ment with Fluter Guard'" CONNECTION NPT lower RANGES VarA/120 psi retard to 250 psi, 06W psi VrAF.100 psi retard to 800 psi, OWO psi Optional, aft—torehperant ranges Note: for panel mount refrigeration gauges (recov- ery, recycling) see Type 1001 T options Nip TYPE 230OG MINIGAUGE'" PRESSURE GAUGE These gauges are perfect for a multitude of applications where a 1'/i conventional size gauge is too large, such as mini-FRUs, pneumatic stack valves and air compressors. ACCURACY 5% of span DIAL SIZE 23mm (0.9061 CASE MATERIAL ABS blend, black WETTED MATERIAL Beryllium copper tubetbrass socket SENSING ELEMENT Spiral wound Bourdon tube CONNECTION VANPTbackwith15mm ()I j wrench flats. Optional, throttle plugs, PT }i8-(JIS) and R 1,6- OSP7) threads RANGES 60 psi•100 psi (180' dal are) 160 psi-300 psi (235' dal an:) 60 10 1. 10 too TYPE N roves \`` r' J TYPE2071CONTRACTOR GAUGE These gauges are designed to meet the needs of heating, ventilating, plumbing and air- conditioning contractors. ACCURACY ASME 8 40.1 Grade A (t2-1-2% of span) DIAL SIZE 4Yr- CASE 6 RING MATERIAL Aluminum with back -flange case, painted black; chrome plated ring WETTED MATERIAL Bronze/brass soldered, siphon required for steam service SENSING ELEMENT Bourdon tube: Ashcroft patented Powerfte move- ment CONNECTION V. NPT lower Optional, throttle plugs RANGES Vac-600 psi and compound n114". TYPE 120DG/1500G DIRECT DRIVE GAUGE Applications include pumps, air compresors. portable lire inflators, portable oxygen equip ment, self-contained breathing apparatus, portable industrial gas cylinders and a variety of other applications. ACCURACY Standard' 12% at setpoint (setpoint is normally 50% of range) UL listed. t3.5% of span of middle three-fihhs of scale DIAL SIZE 1%}- CASE MATERIAL Stainless steel, sealed WETTED MATERIAL Beryllium copper tubetbrass socket SENSING ELEMENT Spiral wound Bourdon tube Optional, silicone dampened tube, sibcone- Glled tube CONNECTION Vs NPT back, safety plug in 1500 psi-4000 psi ranges. Optional, i NPT back throttle plugs RANGES 0/60 psi. 0/100 psi, 0/160 psi, 0200 psi. Ofd00 psi. OR00 psi, 0/1.200 psi, 0/1.500 psi 02.000 psi, 0/3.000 psi. 0/4,00b psi lop—U. Boat 000=1 TYPE DIDOSPS GENERAL DIGITAL GAucEFTiwo This product is an excellent choice for a wide variety of pressure measurement applications. When compared to mechanical gauges the 01005PS offers overall enhanced value. ACCURACY s0.5% of span CASE SIZE 2'h' CASE MATERIAL Noryh WETTED MATERIALS 17-4 PH stainless steel sensor, 316 stainless steel socket SOCKET SIZE''/. NPT CONNECTION Lower (6 o'clock), 3, 9 and 12 o'clock RANGES Vac. thru 19,999, including compound POWER SOURCE Two AAA alkaline batteries BATTERY LIFE 1000 firs. OPERATING TEMPERATURE 14/140-F (-1 O/60'C) STORAGE TEMPERATURE -4/158-F (-20/70'C) AGENCY APPROVALS CE, EN 61326 (1998) CE, EN 61326 Annex A (heavy industrial) tOOK FOR tlo$AGENLY ARIL ON OUR PRODUC S CE r— TYPE MFX FIRE EXTINGUISHER GAUGE These products are designed for use on portable lire extinguishers and systems. ACCURACY Conforms to applicable UL specs' DIAL SIZE 1 Y. ;1'/i CASE MATERIAL Stainless steel, sealed WETTED MATERIAL Beryllium copper/brass SENSING ELEMENT Spiral wound Bourdon tulle Optional, silicone -filled tube Spiral tube, betylhum copper CONNECTION a NPT back Optional, special socket configurations RANGES Maximum scale pressure from 200 psi to 1200 psi UL 299 UL 626 UL 1058 UL 1093 All ranges listed may not be available in all sizes/connections Please consult individual spec sheets. sp"1e107 SPECIFICATION SUBMITTALSUBMFTALSHEET FEATURES Sizes: 2" Maximum working water pressure 175 PSI Maximum working water temperature 180OF Hydrostatic test pressure 350 PSI End connections (Threaded) ANSI 131 .20.1 OPTIONS Suffixes can be combined) with OS & Y gate valves (standard) LM - less water meter with gal meter (standard) CFM - with cu ft meter ACCESSORIES Repair kit (rubber only) OS & Y Gate valve tamper switch (OSY-40) Test Cock Lock (Model TCL24) QT SETquick test fitting set DIMENSIONS & WEIGHTS (do not include pkg.) APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. A tethered test cock cap is provided to protect against fouling caused by insects, dirt and debris. Assembly shall provide protection where a potential non -health hazard exists. STANDARDS COMPLIANCE UL® Classified (horizontal & vertical) C- UL® Classified (horizontal & vertical) ASSE listed 1048 (horizontal & vertical) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (horizontal & vertical) MATERIALS Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDA approved) Buna Nitrile (FDA approved) Polymers NoryITM", NSF Listed Springs Stainless steel, 300 series Test cock cover Plastic MODEL DIMENSIONS approximate) WEIGHT DDSIZEABCEOS& Y OS&Y CLOSED in. mm in. I mm in. mm 11in. mm in. mm 1in. mm 1in. mm lbs. kg 12150253/4 1 654 8 203 8 1 203 15 387 13 330 1 1 3/4 1 44 85 1 38.5 Page 1 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone 806-238-7100 Fax:805-238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario 1_4V 11-2 Phone,,905-405-8272 Fax-905-405-1292 Product Support Help Line: 877-BACKFLOW (877-222-5366) • Website: http://www.zurn.com 0.0 cS 20 3.2 50 FLOW CHARACTERISTICS MODEL 950XLTDA 2" (STANDARD & METRIC) FLOW RATE (1/s) 6.3 100 9.5 150 FLOW RATE (GPM) O Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. OUTDOOR INSTALLATION 12.6 200 15.8 250 138 - Y 103 n0 2 69 w 1ZD 34 tqW a SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE Listed 1048, and supplied with full port gate valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NoryIT" and the seat disc elastomers shall be SILICONE. The first and second check shall be located at a 45° angle and accessible for maintenance from the top of the device, without removing the device from the line. Each check shall have separate access covers and test cocks shall be accessible from the top of the device. Test cocks shall be protected from debris by a tethered cap. The Double Check Detector Backflow, Prevention Assembly shall be a WILKINS Model 950XLTDA. WILKINS a turn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805-238-7100 Fax:805-238.5766 IN CANADA: zURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:905-405-8272 Fax:905-405-1292 Product Support Help,Line: 877-BACKFLOW (877-222-5356) - Website: http://www.zurn.com Page 2of2 RECORD COPY Monta Consulting & Design of WMR and Associates, LLC Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 Certificate of Authorization # 9177 Altamonte Springs, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders March 8, 2017 Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 Re: Thornbrooke Townhome 6 Unit, Lots 64-69 TBO1 A/C In Truss Detail Clarification To Whom It May Concern: CPAA 30 etc Based upon a phone call from Bill Lowe with Taylor Morrison on 1/3/17, we have been asked to review the above mentioned project regarding the [TBOI] A/C In Truss Detail indicated on Sheet SD2]. Per our review, the plan indicated detail [TB01 ] A/C In Truss Detail indicated on Sheet [SD2] is a standard detail referencing a different truss configuration, which is not intended for use on the above mentioned project. The contractor may disregard detail [TBO1 ] A/C In Truss Detail indicated on Sheet [SD2], and follow the blocking requirements if specified by the truss company for the in truss air handler locations. If you have any questions about this letter please contact my office. Regards, 1kf0\JJ!SJ01tA O \ ONG 5p`" DRD Brian A. Danis, P.E. Florida Lic. No. 81262 3/8/2017 Page 1 of 1 Reviewed and Approved by, E. DAq y No. 81439 t 0 % STATE OF f (/ Bryan E. Dahlke, P.E. Florida Lic. No. 81439 3/8/2017 ao Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: TP64-69 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Taylor Morrison Project Name: TP64-69 Model: 6-Plex Tampa, FL 33610-4115 Lot/Block: 64-69 Subdivision: Thornebrook Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: N/A psf This package includes 6 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# ITruss Name Date 1 IT10130896 R15 12/29/16 2 IT10130897 IR16 12/29/16 13 I T10130898 I R 17 112/29/16 1 14 IT10130899 I R30A 112/29/161 15 I T10130900 I R31A 112/29/16 1 16 I T10130901 I R38A 112/29/16 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 11t1I111% POU I N 68182 cc= STATE OF10 Joaquin Velez PE No.68182 Mrrek USA. Inc. Ft. Cen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2016 Velez, Joaquin I of I Job Truss Truss Type 0ly Ply T10UOe96lJohTP64.69 R15 ROOF TRUSS 1 Reference loationall 1 UNIT ABE ldulme(s mrn,oume, ramps, ream cdy, (loess 33=0 76Apt 22 201eMT4x Industries, Inc: Thu Dec 29 01-01:33 tale Papa 1 xMbYDE22iSCRHMBKbeCVOxPOEo710, fEueaKU2YSR9i48ZZilYSCzEIO&_2y4AxG 4-8 7-1J 9.2.1 13-4A 174W 20-" 2 •9- 4$8 4.1.12 4.1.12 3.2.4 •1.4 REPAIR: POINT LOAD ADDED TO Scale = 1:72 9 THE TRUSS WHERE SHOWN. SEE NOTE 3 FOR MAGNITUDE AND LOCATION). 4x8 = 4x6 = 8.00 FIT 8 7 3x8 = , I 2x4 II 9 e 4x6 = 2. 4 II 4x6 = 7.1- 3 9-2.3-4I 1 17$4 20 8.8 2 •9.1 7.1J 2.1.912 4.1.12 4.1.12 3.2.4 14 Plate Offsets ( XY)= It-0-0-0.0-0-SI 113 0-4-A.0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/de0 Ud PLATES GRIP TCLL 20. 0 Plate Grip OOL 1.25 TIC 0.36 Vert(LL) 0.10 1-10 999 240 MT20 2441190 TCOL 7. 0 Lumber DOL 1.25 BC 0.41 Vert(TL) 0.25 1-10 >999 180 BCLL 0. 0 ' Rep Stress Incr YES WS 0.53 Horz(TL) 0.03 8 n/a n/a BCDL 10. 0 Code FBC2014/TPI2007 Matrix) Attic 0.05 9-10 1869 360 Weight: 185 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, BOT CHORD 2x6 SP No.2 'Except' except end verticals. 8-11: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except' WEBS 1 Row at midpt 8-13 2-13. 2x4 SP M 31 JOINTS 1 Brace at Jt(s): 13.14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation REACTIONS. ( lb/ size) 8-94310-2-12.1=889/Mechanical oulde Max Harz 1-473(LC 12) Max Uplift 8--233(LC 12), 1=-63(LC 12) Max Grav 8-988(LC 2), 1-889(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1420/30, 2-3=-423/0, 3-4=412/0. 4•5=-3631386, 5.6-216/316, 8-7--178/285 80TCHORD 1- 11=-42611177, 10-11-426/1177.9-10=-42611177.8-9=-423/1177 WEBS 9- 13-0/465, 5.13-317/283, 10-12=0/368, 2-12=-1005/570, 12-15=-1020/565, 14-15= 10201565, 14-16=-1022/564. 13-16=1020/565.8-13=17191617. 7-13=-S15/321. 4-14= 0/288,4-13-482/51 NOTES- (13) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vint=139mph (3•second gust) Vasd-108mph: TCOL-4.2psf; BCDL-S.Opsf; h-25f1: Cat. II; Exp 8; Encl., GCpi=0. 18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber OOL=1.60 plate ado DOL-1.60 131 150. Otb AC unit bad placed on the interior chord. 13-4-8 from left end, supported at two points. 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom Chord live load nonconcufrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-10 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) S. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint 8 and 63 lb uplift at joint 1. 11) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) "This manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0 WARMING • Verify dealgn parameters and READ NOTES ON ties AND INCLUDED AGTEK REFERENCE PAGE 119FT473 raw. 160MIS BEFORE USE. Design valid for use only wkn Wake oonnaelon. This design is based only upon parameters shown, and b for an individual building component, not a truss system Before use, mmNy e building designer trustvemeapp"blidy of design parameters and properly Incorporate thus 4es4n Into moverallo e overall building design. Bntlng eatutedisto prevent buWing of IndMdual truss wdb anndlor atom members only. Additional temporary and permanent braCfng WOW Is always (Squired for stabOdy andtopreventCollapsewanpossiblepersonalInjuryandpropertydamage. For general guidance regammg me fabrication, storage, deMry, eNCtbn end bracing of trusses and buss systems. sea ANSVTPII Quality Criteria, 03041 and SCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Pale InstaNe. 218 N. Lee Street, Suite 312, AlaAndds. VA 22314. Tempe, FL 36610 Job Truss Truss Type pty Ply T10130s97lJobTP64.69 Rte ROOF TRUSS 1 1 UNIT ABE Reference lootionall REPAIR: POINT LOAD ADDED TO THE TRUSS WHERE SHOWN. SEE NOTE 2 FOR MAGNITUDE AND axe 4 2x4 3 y. IYSCzEIrcD-y61 SI7mLh91twNis3KzVmNPSSfXuI(8MU4aZzhy4AVg 4-1-12 4.3.8 7 4x6 2x4 I I spo 12 6 3x4 5 13 12 3x8 175tLbs. 14 7S Lbs x8 2x4 II 11 10 3x4 = 4x8 = 9 6 2x4 II 2x4 II 06 9-2. 2.1-122 t76.4 8S8 4 2t•9•t2 9{ r Scale - 1:72.8 ATTACH 1/2" PLYWOOO OR On GUSSET ((15/32" RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF TRUSS WITH (0.131" X 2.5" MIN.) NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 X TS - 2 ROWS. 2 X 4'S - 3 ROWS. 2 X VS AND LARGER - 4 ROWS: SPACED ® 4" O.C. NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE . A FOR A NET 2" O.C. SPACING IN EACH COVERED TRUSS MEMBER. USE 2" MEMBER ENO DISTANCE. Plate Offsets (X.Y)- 11.0.2.10.0-0-81.11:1-11-2.0-1-91. 11.Edde.O.2-71. 17.0.2-15.0-2-01.113:0-".0-2-01 LOADING (psf) SPACING- 2-0-0 CST. OEFL. in (lot) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.26 Ven(LL) 0.09 10-17 >999 240 MT20 244/190 TCOL 7.0 lumber OOL 1.25 BC 0.33 Ven(TL) -021 9-10 >999 ISO BCLL 0.0 ' Rep Stress Ina YES WS 0.60 Horz(TL) 0.03 8 Ne Na BCOL 10.0 Code FSC2014/TPI2OO7 (Matrix-M) Attic -0.05 9-10 1832 360 Weight: 190 Ile FT - 20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP N0.2 *Except* 8- 11: 2x6 SP M 26 WEBS 20 SP No.3'Except, 3- 13: 2x4 SP M 31 SLIDER Left 20 SP No.3 2-6-0 REACTIONS. ( IWsize) 8-943/0-2-12.1=889/Mechanical Max Horz 1-477(LC 12) Max Uplift 8--261(LC 12), 1-53(LC 12) Max Grew 8-988(LC 2).1-889(LC 1) BRACING - TOP CHORD Structural wood Sheathing directly applied or 6-0.0 oc punins. except end verticals. BOT CHORD Rigid ceiling directly applied or 10.40 oC bracing. WEBS 1 Row at midpt B-13 JOINTS 1 Brace at JI(s): 13.14 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-808/0, 2-3=-1295/19, 3.4--442/0, 4-5--431/0, 5.6-395/372, 8-7=-265/344 80TCHORD 1-11--429/1158.10-11=-429/1ISO, 9.10=-42911158,8.9=-42611159 WEBS 10- 12-01347,9.13=0/470,6-13=-2541248, 8-13=-1694/622, 3-12=-957/565, 12-19=- 968/561, 14-19=968/561, 14-20-970/559, 13.20=969/561, 7-13--532/357, 5.14= 01278, 5.13-S11/71 NOTES- (11) 1) Wind: ASCE 7-10: Vuit=139mph (3-second gust) Vasd-108mph; TCOL-4.2psf; BCOL-6.Opsf; h-25ft: Cat. II; Exp 8; Encl., GCpi=0. 18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces B MWFRS for reactions s) I nis truss has been designed ror a tom psi bottom thorn live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bottom Chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-10 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate at joint(s) S. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 8 and 53 lb uplift at joint 1. 9) "Semi- ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 11) 'This manufactured product is designed as an Individual building Component. The suitability and use of this component for any QW yehio • verify, desw paremelers and READ NOTES ON nits AND INCLUDED 60TEK REFERENCE PAGE 01.7472 rev. 1&0"015 BEFORE USE. Deslgn vaad for use only wfrh MlrekO connectors. This design b bused only upon parameters shown, and te for an IndMdual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into me overall building design. ShICarg Indicated Is to pnwnt buckling of lndivldual truss web endiat Chord mamba(a only Additional temporary and pertnanant bracing WOW isIlMsys (squaredforstabilityslidtoPreventCollapseropellapsewithpos"It personal Injury and pny damage. For general guidance regarding the fabrication, storage, delhery, election and bracing of trusses Ind truss systems, ace ANSVTPIt Quality Criteds, 03e4111 and SCSI Building component 6904 Par" East Brad. Safety Information svadabN from Truss Plot* Institute, 210 N. Lee Street. Su" 312, Alexandria, VA 22314. Tan". FL 36610 Job Truss Truss Type Oty Ply no13oe/e TPe4-e9 R17 ROOF TRUSS 1 1 UNIT ABE euYOart FIMISOufts. Tampa. Plant City. Florida 335M 7.e40 a Apr 22 2016 MITak IndustMs. Inc. Thu Doc 2* 08:45:27 2016 Page 1 I D.fEuesKU2YSRgA BZZilYSCzE Ix0-XSUbTwGpHr4V2m3hvdX2xnSk9_VJG5p642rVRNy4A18 9-2.12 4.1.12 4-1-12 4-24 044 r LOAD ADDED TO rRUSS WHERE SHOWN. 4xe Scale = 1:72.1 NOTE 2 FOR MAGNITUDE AND LOCATION) 3xe _ 4x8 = 2x4 II 4x8 = 2x4 11 LOADING (pail) TCLL 200 TCOL 7.0 BCLL 0.0 BCOL 10.0 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber OOL 1.25 Rep Stress Ina YES Code FBC2014/TPI2007 CSI. TC 0.28 SC 0.35 WB 0.61 Matrix-M) OEFL. in Vert(LL) -0.08 Ven(rL) -0.21 Horz(TL) 0.03 Attic -0.05 loc) I/de8 Ud 8-9 >999 240 8-9 >999 180 7 n/a We 8-9 1809 360 PLATES GRIP MT20 2441190 Weight: 187 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9.13 oc punins, (PSI BOT CHORD 2x8 SP No.2 'Except' except end verticals. 7-10: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-12 2-12: 2x4 SP M 31 JOINTS 1 Brace at Jt(s): 12, 13 WEDGE MiTek recommends that Stabilizers and required cross bracing Left, 2x4 SP No.3 be Installed during truss erection, In accordance with Stabilizer Installation REACTIONS. (lb/size) 7-94510-2-12. 1-891 /Mechanical guide. Max Harz 1=479(LC 12) Max Uplift 7=-261(LC 12), 1-54(LC 12) Max Grav 7-991(LC 2). 1-891(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-1389/18, 2-3--449/0, 3-4=-437/0, 4-5--396/380, 5-ez266/350 BOT CHORD 1-10=-43111168. 9-10=-43111168, 8-9=-431/1168, 7-8-429/1169 WEBS 9-11-01345, 4-12-504/64. 8-12=0/471, S-12--256/249, 7-12-1709/626, 2-11-980/575, 11-17=-990/570, 13-17-990/570, 13-18-992/569, 12-18-991/571, 4-13=0/277, 6-12=-544/359 NOTES- (11) 1) Wind. ASCE 7.10: Vuk=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-6.Ops1; h=25ft; Cat. It: Exp B; Encl.. GCpi=0.IS: MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown• Lumber OOL-1.60 pLats grip DOL-1.60 2) 150.Olb AC unit load placed on the interior chord, 134-8 from left end, supported at two points, 2.0.0 apart. Is rice.* asSeen designedare 1 .. ps ttom or Iva loadnonconcurren w any War Iva oa s. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room 8-9 6) Refer to girder(*) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 7 and 54 lb uplift at joint 1. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 11) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Q WARNNO - Verify Oealgn paranuhrs and READ NOTES ON TNS AND INCLUDED ANTER REFERENCE PAOE 1100402 rev. too"Ols BEFORE USE. Design Ntld for use only with Mlrakm connectors. This design is based only upon parameters shown, and is for an InOMdual budding component. not a truss system. Before use, dla building designer must verily me applkabYby of deargn parameters and properly Incorporate this design Ind the overall building design. Bracing Indicated Is to Prevent buckling of Ielvldual India web endior chord members onlypermanent temporaryandpeunentbracing WOWis akvaysIepulrwforstabilityandtoPreventcollapsewithPossiblepersonalInjuryandpropertydamage. For general guidance mgsntIng the fabrication, storage, dellvery, erection and brackq of trusses and truss systems. see ANSVTPlt Quality CrIteds, 0*041 and BC*I Building Component 0004 Parka East BM. Safety Information avalisblo from Truss Plate Institute, 216 N. Lee Street, Sup 312. Alexaera. VA 22314. Temps, FL 36610 Job Truss Truss Type Oty Ply T10130890lJobTP84.69 R30A ROOF TRUSS 6 1 Reference (oplionall 1 UNIT ABE Builders FtMSource. Temps, Plant City, Florida 335W 7.840 a Apr 22 2016 Wait Industries, Inc. Thu Dec 29 0901:43 2016 Page 1 ID.f EueaKU2YSR9i40ZLIYSCzE Ix0-y6SZJ1400k208lgG4c2wVUSIOSuxUbnVuG9hoy4A2s 0-1 2.34 5 12 1124 20-74 23.54 26.34 31.8.12 3fi413 48$4 t41 2.34 3 5.8 7.5.8 7.5-0 2.10-0 2-10-0 5 5$ 74.1 7.7.7 f 27.7.10 m Scale = 1:83.1 REPAIR: POINT LOAD ADDED TO 2x4 II THE TRUSS WHERE SHOWN. 6.00 12 5x8 = 7 8 9 5x8 = SEE NOTE 5 FOR MAGNITUDE AND LOCATION). 2x4 II 3x4 11 10 3x8 i a 3x6 5 (++ 11 3x8 q 3x8 i 12 4 axe = 37 4 27 40 ,41 39 28 _ 3x8 75 Lbs. 75 Lbs 4x8 3 7x10 = 13 Co t2 25 23 14 I2422 5x8 = 46 20 II 21 Ix8 II 20 to to 17 16 15 IOx14 11 Sit 12 MT20HS = 3x8 = 20 II axe II 5x8 = 3x8 MT20HS = Plate Offsets (X,Y)- 2:0.1.13,0-2-81,17:0.5.8,0.241, (9.0-3-0,0-2-0),(14,0.5-4,0.0-4),116:0-4-0,Edgel,119:0.6-0,0-0-51, (20.0.2-1,0.2-1), (21:0.3.0,0.0-0)• (23.0-4-4,0.3-4), f26:0.11- Z 0.2-101.12 7:04-0.0.2-01 LOADING (psf) SPACING- 2.0.0 CSI. OEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.35 17-18 999 240 MT20 244/190 TCOL 7.0 Lumber OOL 1.25 BC 0.91 Vert(TL) 0.98 17-18 570 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0 73 Horz(TL) 0.46 14 Na n/a BCDL 10.0 Code FBC2014/TPI2007 MeUtx-M) Attic 0.16 17-18 607 360 Weight 362 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 -Except' TOP CHORD 7-9: 20 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 31 *Except* 2-26: 2x6 SP No.2, 25.26: 2x4 SP No. 1, 6.21: 20 SP No.3 WEBS WEBS 2x4 SP No.3 *Except' JOINTS 8-18,10-17,27.28: 2x4 SP No.2 OTHERS 20 SP M 31 LBR SCAB 14 20 SP M 31 both sides 27.28 20 SP No.2 one side SLIDER Left 2x4 SP No.3 1-3-10, Right 2x6 SP No.2 2-6-0 REACTIONS. IWsize) 2-193402-12, 14-1915/Mechenical Max Horz 2=219(LC 12) Max Uplift 2-314(LC 12), 14-239(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3--16SW487, 3.37=4714/1289, 4-37=-4634/1303, 4-5=3502/954, 5-6=-3339/969, 6.7=-3492/1184,7-8-1907/611,8-9-1903/610,9.10=-3009/933,10.11--2919/747, 11-12--2997/722,12-13=-3336MS7,13-14=48WO BOT CHORD 2-26=-381/1385.25.26=570/2084, 3-25=-110214210, 24-25=1126/4306, 23.24-1126/4306, 6.23=426/428, 19.20-373/2614, 18-19=37W2614, 17-18=-379/2608, 16-17--652/2899, 15.16-652/2899, 14-15=652/2899 WEBS 4-24=0/440, 4-23-13071516. 20-23-239/1913, 7-23=-624/1516, 7-20-226/722, 7-27=541/337, 18-27-0/523, 9.27-60/403, 17-28=-6/533, 10-28-413/3W. 12-17-371/316, 27-38=-797/253, 3840-797/253, 4041-797/253, 3941--797/253, 28-39-797/263. 9-28=392/1243, 3.26-1941/541, 20-27-1120/281 Structural wood sheathing directly applied or 3.2-6 oc purlins. (PSI Rigid ceiling directly applied or 2-2-0 oc bracing Except: 10-0-0 oc bracing, 21-23 1 Row at midpi 4-23. 7-23. 12-17 1 Brace at Jt(s): 27. 28 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide- NOTES- (16) 1) (**)Attached 7-8-14 scab 1 to 4, both face(s) 2x4 SP M 31 with 1 row($) of IOd (0.131"x3") nails spaced 9" o.c.except : staning at 0.3-13 from end at joint 1, nail 1 row(s) at 4" o.c. for 3.74. 2) (++)Attached 8.0.0 scab 27 to 28, front face(s) 2x4 SP No.2 with 1 row(s) of 10d (0.131"xW) nails spaced 9" o c . 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10, Vull=139mph (3-second gust) Vasd-108mph; TCOL=4.2psf; BCOL=6.Ops1; h-25R; Cat. II: Exp B; End., GCpi=0.16; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and env other members Q WARNING . verily design paramebers end READ NOTES ON TMS AND INCLUDED AFTEK REFERENCE PAGE 11101•7473 rev. 109LJOIS BEFORE USE. Design valid for use only with Wattle contractors. This design Is based only upon parameters alawn, and Is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and PopeM Incorporate this Osslgn Imo the overall buildup design. Bracing kldlcated IS to prevent buckikmg of Individual truss web 4AG10t Chord members Only. Additional temporary ail permanent bracing WOWIsalways (squired for stabday and to prevent colapse with posstua personal Injury and property damage. For general guidance regarding the labdM On. storage, delivery, erection and bracing of uussa and truss systems, seal ANSUTP11 Gustily craeds, 0384e and SCSI Building Component 6904 Parke East Bid. safetyInfomlatlon available from Truss Plate Instauls, 216 N. Lee Street. Suite W. Alexandria. VA 22314. Ten". Ft. 36610 Job Truss Truss Type Oty Ply IS T1013069a TP64.69 R30A ROOF TRUSS 1 Job Reference lootionell re rrrsrawru, ...Pa. rem c". rroraus aaaoo r.c4u a Apr It LV 1e Mr i ax rrlduMes, inc I nu UeC zvua:u1:47 Plb raga z 1 D:fEusaKU2YSR9i4BZZilYSCzE IxD-ysSZJf4OOk208lgG4c2wVctSIOSuxUbnVuG91ay4A2a NOTES- ( 15) 9) Bottom chord live load (20.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17.18 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 2 and 239 lb uplift at joint 14. 13) " Semi -rigid prtchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 15) " This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Q WARNING - Verify, design parameter and READ NOTES ON TICS AND INCLUDED MTEK REFERENCE PACE MIP?473 rev. IMM016 BEFORE USE. Design vabd for use only with WOW connectors. This design is based only upon parameters shown, and is for an Individual adding component, not s lives system. Bolos use, the budding designer must verity the applkabddy of design parameters and property Incorporate this design Into the orefau dudesign. 8raodig Indicated Is to prevent budkling of IndAW ual buss web andiat cram mambars only Additional temporary and permanent bracing M iTek' bstsyere4ufradlotstabddyand10preventCollapsewithpossltxepersonalInjuryandpropertydamage. For general guidance regaming in* fab6M on, atorga, delivery, 411110101 and brerJnp of trusses and Me Systems, Sae ANSVTPIt Quality Citadels. OSB46 and BCIII Building component 6004 Perks East 814 asfary lnfennation avalebls from Truss Plate Institute, 218 N. Lee Serest. Suite 312. AlexandM, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty ply TtOt30a00lJohTP64.69 R31A ROOF TRUSS 6 1 1 UNIT ABE Reference (optional) Builders FlrstSource. Tamps. Plant City. Florida 33566 7 640 a Apt 22 2016 MITAk IndustMs. Inc Thu Ode 29 00.34.17 2016 Page 1 IO.fEusaKU2YSR9i48ZZilY SCzE Ix0-In WFOokhF50mZ 12pY_68hgoMwSM FmAoOqucZHYy49eK 141 2t 3.54 7.5.6 7.5.0 2-toa 2.10.0 $.54 7s2 74.10 tat 27.7-0 Scale = 1.90.9 2x4 II 5x8 = REPAIR: POINT LOAD ADDED TO e 00 t2 5xe = THE TRUSS WHERE SHOWN. 7 6 g (SEE NOTE 6 FOR MAGNITUDE AND LOCATION). 2x4 II 3x4 I I 10 8 US 3x8 i (# 11 US \ qq 5 9 US 412 V1 38 4 41 44 42 29 _ 3x8 3 75 Lbs. 75 Lbs. 4x6 13 12 28 25 24 tgq [ 5x8 = 10x14 11 2x4 II 23 22 21 20 19 39 40 18 17 18 8xl4 MT20HS = 4x8 11 (++) 5x8 = US = US = 2x4 11 5xS = 20 11 US MT20HS = 2.34 S t2 1324 2074 2354 2834 31-012 391-t4 46/08 23 4 3 5 8 7 5 8 7-5-0 2-10-0 2.10.0 7-52 74, Plate Offsets (X,Y)— (2:0.1-13.0.2-81,(7:0.5.8,0.2.41,(9:0.3-0,0.2-0I,114.0-0.1,0.2-121, 117:0-4-O,Edge). I20:0.3.12,0.0.11,121:0.2-3.0.2.11,(22:0.3-0,0.0.01,127:0-11-8,0.2-121 128:0-a-0.o-2-01 LOADING (psf) SPACING- 2-" CSI. OEFL. in (loc) I/deff L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.65 Ven(LL) 0.31 18-19 >999 240 MT20 244/190 TCOL 7.0 Lumber OOL 1.25 BC 0.90 Vert(TL) 0.81 18-19 >692 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.95 HOrz(TL) 0.43 14 n/a n/a BCOL 10.0 Code FBC2014rTP12007 Matrix-M) Attic 0.11 18-19 893 360 Weight: 374 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 -Except- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc punins. [PSI 7-9: 2x4 SP No.2, 9-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. Except: BOT CHORD 2x4 SP M 31 'Except' 10-0.0 oc bracing: 22-24 2-27: 2x6 SP No.2, 26-27.20.23: 2x4 SP No. 1. 6.22: 2x4 SP No.3 WEBS 1 Row at midpt 4-24, 7-24, 12-18 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 28, 29 OTHERS 2"SP M 31 MiTek recommends that Stabilizers and required cross bracingLBRSCAB1.4 2x4 SP M 31 both sides be installed during truss erection, in accordance with Stabilizer18-19 2x4 SP M 31 one side Installation 28-29 2x4 SP No.3 one side guide- SLIDER Left 2x4 SP No.3 1-3-10, Right 20 SP N0.3 2-6-0 REACTIONS. (lb/size) 2-1907/0.2-12, 14-1930/0-2-12 Max Horz 2-207(LC 16) Max Uplift 2--335(LC 12), 14-304(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-16611501. 3-38-4639/1329. 4-38=-4560/1343, 4-5=-3437/996, 5.6=-3273/1015, 6-7-3427/1230.7-8=-1846/655,8-9-1842J653,9-10=-2924/1006.10-11=-2837/820, 11-12=-2921l795, 12-13=-3327/934. 13-14=1097/134 BOT CHORD 2-27=-369/1364. 26-27-56312053, 3-26-110714144. 25-26=-1132/4238, 24-25=-1132/4238, 6.24--427/428, 20-21=413/2538. 19-20-413/2538. 19.39=-417/2534, 18.40--417/2534, 17-18-699/2903, 16-17-699/2903, 14-16-699/2903 WEBS 4-25=01437, 4-24-1297/510, 21-24=25211876. 7-24=-625/1503, 7-21--237/726, 19-28-0/417. 9-28=-67/387, 18-29-33/518, 10-29=-402/368, 12.18--451/324, 12-16=0/254, 28-41=-776/277, 41-43=7761277. 43.44--776/277, 42-44--776/277, 29-42=-776/277, 9.29=429/1209. 3-27-1911/524, 21-28e-1062/326, 7-28=-567/331 NOTES- (16) 1) (")Attached 7-8-14 scab 1 to 4, both lace(s) 2x4 SP M 31 with 1 row(s) of IOd (0.131"x3") nails spaced 9" o.c.except , starting at 0.313 from and at joint 1, nail 1 row(s) at 4" o.c. for 3-7-4. 2) (++)Attached 8-3-8 scab 18 to 19. front face(s) 2x4 SP M 31 with 1 row(s) of IOd (0.131"x3") nails spaced 9" o.c.. 3) (#)Attached S-" scab 28 to 29. front face(s) 2x4 SP No.3 with 1 row(s) of 10d (0.131"xr) nails spaced 9" o.c.. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vuh-139mph (3-second gust) Vasd=108mph; TCOL-4.2psf; BCOL-6.0psf; h=25f1; Cat. II; Exp B; End., GCpi=0.IS, MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions Provide adequate drainage to prevent water ponding. All plates are MT20 plates unless otherwise Indicated This truss has been desioned for a 10 0 osf bottom of Q WARNING • Varpy dsalgn Parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE AO.7473 raw. 1 ar0Y2d/6 aEFORE USE. sign void for use only with Mrrako connectors. This design Is based only upon parameters shown, and Is rot an Indholdual ou" component, not a truss system. Before use, tee building designer must weft mmters eappllrabadyofdesignparaeandproperty Incorporate this design Into the overact building design. Bracing indicated N to prsvam dudmng of Individual truss web and/or chord members ony. Additional temporary and permanent bracing M iTek' Is alwaystaqulndforstabilityandtoprewsmoosapsewonpossiblepersonalInjuryandpropertydamage. for general guidance regarding ma fabrication. storage, deavery, awctlon and bracing of trusses and truss systems, see ANSIRPII Quality Criteria. 061349 and SCSI auamng component 6904 Parka East Shod. safety Information avauaae hom Truss Plate institute. 218 N. Lea Street, Suits 312. Alexsndde. VA 22314. Tampa, FL 36610 Job Truss Truss Type pty Ply T10130900IJobTP64.69 R31A ROOF TRUSS 1 Reference (optional) euuaers rustaOtr . r ampa. rum may, monas 33=0 7 640 a Apr Z2 2016 MITak Industdas. Ine. Thu Dec 29 09:34:17 2016 Page 2 ID.(EueaKU2YSR9i48ZZilYSCzE1z0-InWFOokhF50mZ12pY 68hgoMw5MFmAoOqueZHYy49aK NOTES- (16) 10) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will rd between the bottom chord and any other members. 11) Bottom chord live load (20.0 psq and additional bottom chord dead bed (5.0 psQ applied only to room. 16-19 12) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 14. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 2 and 304 lb uplift at joint 14. 14) "Semi-dgld pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 15) ATTIC SPACE SHOWN IS OESIGNEO AS UNINHABITABLE 16) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Q WARNING - VeMy, dagger Parameters and READ morEs ON 110S AND INCLUDED WTEK REFERENCE PAGE MO-747S raw. I&V3Q015 BEFORE USE. Design valid set use only with MRakO Connecrors This design is based Only upon parameters spawn, and Is for an 4td Wual Wilding Component, not a truss system Before use. eta building designer must redly, the applldabillty of design pandMtats and property incorporate this design Into me overall Wilding desgn BoCkg lndleated 6 to PfaWnt WtlNng of Individual truss wso am/or Gnold members only. Additional temporary and Permanent amCklg M iTek' Is shays mqukW for stsoaay, and to prevent Collapse with possible personal injury and property damage. For genera guidance regarding ma fabrkatW. storage, daWery, erWJOn and bruitg of ausees and truss systems, see ANSVTPII Odafhy Criteria. Dseas and ecal Building component 6904 Parke East 8W. salary, Information avalisble from Truss Plate Institute. 218 N Lee Street, Subs 312, Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type ty Plyr T10130901lJohTP84.09 R3M ROOF TRUSS 1 Reference loptional) 1 UNIT ABE orr.u.r. ru.iSurrru.. r.mp., rr.m City. rrwr.. 33566 7.040 4 Apr 22 2016 MR*k Indust/Ns, Inc. Thu Doc 29 09:53.33 2018 Pape 1 IDIEueeKU2YSR914BZ7jIYSCzEIxO-r2UIS113Yu7TV9aNOBthdsmHSug75wTg626gwOy491E l• 0.1 7.0•t2 { 1110-0 20.7.4 21S4 , 2%-1 31-9.12 21%2 1- 0.1 7-0•12 8-9.4 6-9.4 2.10-0 2.10-0 5.5$ ) 4 T Scale = 1:74.1 n 27a-0 2x4 II 7 8 9 Sxe 5x8 = REPAIR: POINT LOAD ADDED TO THE TRUSS WHERE SHOWN. 2x4 II SEE NOTE 5 FOR MAGNITUDE 30 % 10 ANDLOCATION). 6 00 12 6 3x6 i 4xe 11 2x4 5 4 3x4 r- 8x8 = 23 27 28 24 20 3x4 3 19 4xe - A 12 5. 6 II 18 17 25 26 16 15 14 21 22 13 12 3x6 = 5xe = 2x4 II ('•) 4x6 = 2x4 II 3x4 5xe = 10 5 8 20.7.4 215 4 2814 31 &12 3&112 10. 5.8 10.1.14 2-10-0 2.10-0 5.5-04-7-0 Plate Offsets jam)- 12,0.3.15.0.0-71 17.0.3.0 0-2-01 19:0-3-0 0-2-01(13:M12-9 0 2-0J (15 1-3-13 0-0-31 119'0-4-0 0.2-41 LOADING ( psf) SPACING- 2. )-0 CSI. DEFL. in (lot) Well Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.54 Ven(LL) -0.30 16-18 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 125 BC 0.53 Verl(TL) -0.62 16-18 >700 180 SCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.07 12 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Attic -0.12 13-14 836 360 Weight: 291 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 of punins, (PSI BOT CHORD 2x4 SP M 31 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid calling directly applied or 8-0.0 oc bracing. OTHERS 20 SP M 31 WEBS 1 Row at midpt 6-16. 7-16, 11-12. 9-20 LBR SCAB 13-14 2x4 SP M 31 one side JOINTS 1 Brace at A(s): 19. 20 19- 20 2x4 SP No.3 one side MiTek recommends that Stabilizers and required cross bracing SLIDERLeft20SPNo.3 3-10-14 be installed during truss erection, In accordance with Stabilizer REACTIONS. ( lb/size) 2-1471/0-2-12, 12=1578/Mechanical Max Horz 2=354(LC 12) Max Uplift 2--297(LC 12). 12=-48(LC 12) Max Grav 2-1471(LC 1). 12=1643(LC 2) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2446/726, 3-4-23681743, 4-5-2246/672, 5-6=2188/688. 6-7--1568/512, 7- 8=-15131501. 8-9-1512/500, 9-10-1043/371, 10-11=10191214. 11-12=-16541336 BOT CHORD 2.18=-819/2084, 17-18-571/1757. 17-25-57111757, 25-26-571/1757. 16.26 571/1757, 15- 16=-138/896,14-15=-138/896,14-21-142/884,13-22-142/884 WEBS 4-18--259/J03.6.18=-108/512,6.16=-674/435,16.19=-249/838,14-19=0/343, 13. 20=-616/327, 10-20-312/306, 11-13=-224/1439, 19-23-83/390, 23.27--83/390, 27- 28=-83/390,24-28-83/390,20-24=-83/390, 9.19 94f776, 9.20--612/129, 7- 19=-3/440 NOTES- ( 15) 1) (") Attached B-3-8 scab 13 to 14, front face(s) 2x4 SP M 31 with 1 row(s) of 10d (0.131"x7) nails spaced 9" o.c.except : starting at 0-0-0 from end at joint 14. nail 1 row(*) at 7" O.C. for 2-0-0. 2) (++) Attached 8-" scab 19 to 20. front face(s) 20 SP No.3 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuh-139mph (3-sewnd gust) Vesd-108mph, TCOL=4.2psf; BCDL-6.Opsf, h=25ft: Cat. It. Exp B; Encl.. GCpi= 0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone:C-C for members and forces 6 MWFRS for reactions shown: Lumber DOL=1.60 plate ario OOL-1.60 15) 150.0Ib AC unit load placed on the Interior Chord. 27.7-0 from left end, supported at two points. 2-0-0 apart] 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psi bottom Chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fa between the bottom chord and any other members, with BCDL - IO.Opsf 9) Bottom chord live load (20.0 psf) and additional bottom chord dead load (10.0 paf) applied only to room. 13-14 10) Refer to girder($) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 2 and 48 lb uplift at CO d... n paaeee. are READ NOTES ON 7105 AND INCLUDED M ITEK REFERENCE PAGE MO.7473 rev. id022015 BEFORE USE. Design valid for use only an Mnektd connecters. This design Is based only upon parameters shown, and Is for an 4 dNWUSI buildup component, not a truss sySI*M. Before use, the building designer must verity the applicability of design parameters and property Incorporate MIS design Into me overall oulklaig design Bracing indicated lit to prevent buckling of IndHlduN truss web and/or Word members only. Additional temporary and permanent bracing M iTek' isAlwaysra4uhedforstabaayandtopreventCollapsewithpossiblepersonalinjuryandpropertydamage. for general guidance regarding ma tabrtcatlOn. stodelivery.trussestrussg*, deery. *(action and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, 0se4N and SCSI Building component 6904 Pam* East Bhd. Satety Information sveltable ham Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tangs, fL 36610 Job Truss Truss Type Oty Ply T10130901 TP04.49 R38A ROW TRUSS 1 w"w.," r„— .... Iry., 1 e4V a Apr zz 2ulo MI nex trldusthes, mc. lnu uee 2v uY'3YJ5 zinc P49e 2 NOES- (15) 10: fEuesKU2YSRgi4BZ7IlYSCzEIxO-rZU1 S113Yu7TV4aNOBthdsmHSug?5wTg62SgwOy4glE T 13) " Semirigid p8ehbreaks with fixed heels" Member and fixity model was used in the analysis and design of this truss. 14) ATTIC SPACE SHOWN IS OESIGNEO AS UNINHABITABLE. 15) " This manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building Code." Q wARmNo - vwtry design parameters and READ NOTES ON has AND INCLUDED ANTEK REFERENCE PACE 1101.7472 rev. tae212019 BEFORE USE. design valid for use only with Wrests, mnnemrs. This design b based only upon parameters shown, and b for an individual building oomponent, not a truss system. Belera use, the basting designer must vedry 1M appllubitity, of design parameters and property hlebrporste this design Imo the overall Oulbfrtp deapn. BneNg NdiNted Is to prevent buekf rat; of Individual thus web and/or Chord members only. Additional temporary and permanent bracing M iTek baMaysrawtedforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the tabrkation, storage, da9very, eraceon and bradng of cusses am cuss systems, six AN3VrPl1 duality CAterla, 0E1349 and SCSI Building Component 0004 Pans Earl Blvd safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft4n-sixteenths. t Apply plates to both sides of truss and fully embed teeth. 0-;16rr I&A For 4 x 2 orientation, locate plates 0- 'rid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. loons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in 11-in-sixteenths Drawings not to scale) 2 BOTTOM CHORDS 3 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for buss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For Nude buss spacing, individual lateral braces themselves may require bracing, or alternative Tor I O bracing should be considered. lr O 3. Never exceed the design loading shown and never Vslack materials on inadequately braced trusses. p 4. Provide copies of this buss design to the building designer, erection supervisor, property owner and all other interested parties. 8 7 6 5 1 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1, 7. Design assumes busses will be suitably protected from the environment in accord with ANSMI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of buss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that speafhed. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 I 14. Bottom chards require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values less, if no ceiling is installed, unless otherwise noted. established by others. a 2012 MiTek® All Rights Reserved 1111111011111110 W14, MiTek 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 IS. Connections not shown are the responsibility of others. 16. Do not cal or alter buss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSMI 1 Quality Criteria. 1 '% CITY OF SANFORD BUILDING & FIRE PREVENTION frQ PERMIT APPLICATION y Application No: Documented Construction Value: $ Job Address: (2aiR 6-oav— 0.,y - /a • (Q 7 Historic District: Yes No( Parcel ID: Residential Commercial Type of Work: New Addition Iteration Repair Demo Change of Use Move Description of Work: CC?Y Aia-(' p _ Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Ad lO-e- ftIm Phone: Street: 026 b( Ly, ,9u L.0i P,tr._br Resident of property? City, State Zip: n6Ab15e el (:L &0 1 Co ntractor Information % Name LA z `IPhone: LS<R 6 - 3001f Street: J ICod tsco (9 )au Fax: g07- v ,? , /3p City, State Zip: . (\Pm 1I P— 1 State License No.: (/U3 Q4L O Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application K ` NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate lat all c will be done ifi compliance with Al applicable -laws regulating construction and z g. Signature of Owner/Agent Date Si ure of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 1 fVeSigorynatureofN-State of Florida l C ERYL0AKERS MMISSION # FF998962 PIRES June 05. 20FloddaNOU10 nt is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No - APPROVALS: ZONING: COMMENTS: of Heads UTILITIES: ENGINEERING: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Effective Date: 4/8/2015 9A9 Expiration Date: Oyff i Taylor Morrison Schedule 8 Unless spedfiil.11y Identified herein, terms and conditions of the Master Agreement apply I Thombrooke 253 OEL•AIR HEATING, AIR CONOmONING Total rawsProduct Model Name aCode c000eaie_ Product a., ' 01H4 7,088 00C 11f013510 lV : Clare Controls 4omerAutmhat6n1e6i IS21511,r' kV-AC4-M--&4M-W ;FW. n/a 5140.00 aau.uv $140 00 LVOL3600 Lilt- 2=waveThemioitatHonelwelfTH832 w,if:%- `.•.4 n/a 5140.00 140.00 5140.00 RMZZ3010 HVAC-•Addltiori8lOartiper5ystem: 7.35215G: HVAC: s •= i+ „': !a -IFV 1,725.00 n/a - h/a -' n/a RMZI3013 HVA1C •.Flltbr(Opt:Elictroni Ali Qes er Wffl HVAC - r— " '" 945.00 n(a n/a n/a . RMZZ3016 H1%4C-Heat.Reoove Unit (HRV) 1s2150;-HV'A7C, n-- 5650.00 n/a ri/a n/a RMZZ3019 HVAC • Mech Fiish Alr'MskeuMERV) _ 152150 = HVAC - - 3,360.00 n/a n/a e/a RMZZ3020 HVAC • Vent Microwave / Hood to'Outs' 152150 - HVAC 200.00 n/a _ _ n/a n/a VP Purchasing OR Purchasing Mng: Modifications and changes to this document an expressly prohibited. page 1 of 1 Date: printed 4/8/2015 9:20 AM Co'titractor: - Date: V5 DESCRIPTION AS FURNISHED: Lot 64, THORNEBROOK PHASE 1, as recorded in Plat Book 79, Pages 3 through 7 of the Public Records of Seminole l County, Florida. i BOUNDARY FOR / CERTIFIED TO: Gary E. and Linda J. Navrotil; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding N TRACT 8 h0 O to to* o 00 ON I LINE N. RE TRACT 8 S 00009' 03" E TRACT 6 REC. 1/2" REC. 1/2' REC. 1/2" REC. 1/2' REC. 1/2" REC. 112REC. 112' 10 AOn I . 10 Mn In _,,a Aft) In _,ra Mn In .,,10 Ain In. ,., I Nn In. ,., I.R. NO I12 22 33, ,22 GG. JJ 44.VV 44.VV GG.VV AXI.VV 4,.G..J0 6 10.00' 10.00' 10.00' AC 10. 00' AC h 10. 00' AC 10. 00' EC- 1 ONMON 1NE 7.2' 20.0' c COV'0. 3 COV"0. c 9 7' c CO1/D. 3 3' CO D. '0 20. 0' 7.2' LINE CO 0. o o CONC CONC. 10 o CONC. CONC. o CwD. CONC. 3 3 3 3 j CONC. NOT INCLUDED 72. 7.2 u°O, v" ELOT 69 LOT 64 '? LOT 68 LOT 67 LOT 66 LOT 65 TWO STORY 2. 0' ATTACHED 2.0' RESIDENCE h F. F.=25.92' r 2. 0"COV10. BRICK '. W W W W W BRICK Y n vi n w vi n vi n vi ;n vi ao moo' ro ro i 3 WLLLOW = REDWOOD = B1RCH 2 BIRCH = REDWOOD Z iq WILLOW x m n n m BRICKBRICKBRICKBRICKc 7' IS. c ri 3. 7' o Mi 2 o 7' . Mi 6. 2' 9' 6 2' 10. 2'.r 9' 34. 7' i 9' w 10.2' 9' 34. 7' 16' BRICK BRICK BRICK BRICK OR. OR. BRICK, OR OR. BRICK BRICK BRICK BRICK °R K WALK WALK WALK 5. 00' 0001 25. 25. 5' W k 1 1 ati a 0.1 M1 y ItoONtitrtibtipC) MAIL 00' 1 22 00' T 22 00' 22 AA, 22 33, REC. LOT 65 OR 68 NOTE. PAVER !TENS ARE NOT O INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: LOT = 2.090 SOFT. LOLIVING = 894 SO.fT. GARAGE _' 249 SOFT. p PAVER ENTRY = 36 SOFT. LANs l0A SO T. I BREEZEWAY= N/A SOFT PAVER DRIVEWAY Z25 SOFT. A/ C PAD - 9 SOFT. PAVER WALKWAY - 48 SO.FT. IMPERVIOUS= 60.0 A 1. 254 SOFT. SOD = 527 SOFT. vrr w1 . cn v W R/W = 176 SOFT: APRON - 30 SOFT. SIDEWALK - 110 SO.FT. to SOD - 36 AREAS. SQ. Fr. m PROPOSED INFORMATION SHOWN TOTAL CZ, BASED ON SUPPLIED PLAN 2.266 SOFT h toa AND/OR INSTRUCTIONS PER DRIVEWAY = 2 SOFT. C F CLIENT NOT FIELD VERIFIED SIDEWALK = 158 SOFT. a) SOD = 563 SOFT. CO LOT 64 OR 69 LOT 66 OR 57 NOTE PAVER ITEMS ARE NOT ONOTE, PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA INCLUDED IN IMPERVIOUS AREA ON LINE ON LOT AREA CALCULATIONS. ON LOT AREA CALCULATIONS: LOT - Z121 SOFT. LOT = 2.090 SOFT. LIVING - 770 SOFT. LIVING - 824 SOFT. GARAGE = 458 SO.FT. GARAGE = 259 SO.FT. PAVER ENTRY - 9 SOFT. PAVER ENTRY - 68 SO.FT. LANA) - 93 SO.Fr. LANK - 102 SOFT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY-261 SO -Fr PAVER DRIVEWAY- foo SOFT. DRIVEWAY - 261 SO.Fr. A/ C PAD = 9 ' SOJT q%C PAD = 9 SOFT: 1 PAVER WALKWAY - 6 SOFT. PAVER WALKWAY - 25 SOFT. IMPERVIOUS= 62.7 .'8 IMPERVIOUS= 57.1 X 1. 330 SOFT. 1.194 SOFT. OWL SOD = 376 SOFT. o cuLA SOD 542 SO.F7. bm DESCRIPTION AS FURNISHED: Lot 65, THORNEBROOK PHASE 1, as recorded in Plot Book 79, Pages 3 through 7 of the Public Records of Seminole l County, Florida. BOUNDARY FOR / CERTIFIED TO: Ernest A. Stonco lll; Inspired Title Services, LLC; First American Title Insurance Company, Taylor Morrison Home Funding rA TRACT 8 to p O b W CO ON I LINE R£ TRACT B S 00°09' 03" E TRACT B REC. 1/2" REC. 1/2" RFC. 1/2" REC. 1/2" RFC. 1/2" REC. 1/2" REC. 1/2' IR Nn In . 1R Nn IA ...RR Pinin -sip Nn 1n -,iR Nn 1n _ ...IR Nn 1.n. .1_R_ Nn LA. ti. C..JJ G.4.VV 4ti. VV Ar .G.VV G.G.VV G.G.JJ Lea 10.00' A 10. 00' n 10. 00' 10.00' A , n 10. 00' AC 10. 00' AC n ON JNE 7.2' 20.0' c COV D. 3 COV'O. 0 9 7' c COVO. 3 3' COV10. 20.0" 7.2' LINE CoV, O n d CONC. CONC. d 6 CONC. CONC. 11-60 COVD CONK. n 3 3 3 1 CONK. NOT NOT INCLUDED INCLUDE JNE2. 2• LINE LOT 69 n LOT 64 1 LOT 68 LOT 67 LOT 66 LOT 65 TWO STORY 2. 0' ATTACHED F. F.=25.92' 2. 0' 0 V'D. COV0.2.0' BRICK W W W W W BRICK F. F.E o m 3 WILLOW Z REDW000 2 BIRCH Z BIRCH = REDW000 Z WILLOW n Y ro CO". COW/D. COI/O. COV D. O1 BRICK BRICK BRICK BRICK m 7' 15 c 3. 7 h 2 7' .{ 7' c 6.2' c 9• c 10. 2" 9• 34. 7' r 9' w 10.2' 9' 34. 7' 16" BRICK 8RICK BRICK BRICK OR OR. B0 DR. DR. BRICK BRICK BRICK BRICK WALK WALK WALK 5. 00' 00,V ON 5' NC. WAi R 0. 0.1 ONI• k 1 ryM9 c. " AIL 22 33' 22 00' T 22 00' 22 00' 22 00' 22 33' 1 M GSA 1"l Ze 32oo c 2 DIP - 91(.-ZZ`® LO O m PROPOSED INFORMATION SHOWN OBASEDONSUPPLIEDPLANLO to AND/OR INSTRUCTIONS PER 0 F CUENf NOT nab VERIFIED 7 LOT 64 OR 69 NOTE PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LINE ON LOT AREA CALCULATIONS. - LOT = 2.121 SOFT. LIVING - 770 SQ.FT. GARAGE = 458 SO.FT. PAVER ENTRY - 9 SOFT. LANAI - 93 SO.FT. BREEZEWAY- N/A SO -Fr PAVER DRIVEWAY- 400 SOFT. A/ C PAD = 9 J SO.FT. PAVER WALKWAY r6 SOFT. IMPERVIOUS= 62.7 x 1, 330 SOFT. NAIL S00 - 376 SO.fT. LOT 65 OR 68 IN LVI = 2.090 W.r 1. LIVING = 894 SO.FT. GARAGE - 249 SO.FT. PAVER ENTRY = 36 SOFT. LANAI - 102 SQ.FT. BREEZEWAY - N/A SOFT. PAVER DRIVEWAY 225 SOFT. A/ C PAD - 9 SQ.Fr. PAVER WALKWAY - 48 SOFT. IMPERVIOUS= 60.0 x 1. 254 SOFT. snn - 977 ie Fr R/ W 176 SOFT. APRON 30 SOFT. SIDEWALK 110 SOFT. Soo 36 SOFT. AREA Z266 SO.FT. DRIVEWAY 255 SOFT. SIDEWALK 158 SOFT. SOD 593 SO.Fr. LOT 66 OR 57 NOTE- PAVER ITEMS ARE NOV NCLUDED IN IMPERVIOUS AREA LVI = Z.Q90 W.r 1. LIVING - 824 SOFT. GARAGE = 259 SO.FT. PAVER ENTRY a 68 SQ.FT. VER DRIVEWAY? AP261 SOFT. DRIVEWAY a 261 SOFT. A/ C PAD - 9 SOFT. PAVER WALKWAY - 25 SOFT. IMPERVIOUS= 57.1 x 1. 194 SOFT. SOD - 542 SOFT. IN WALL REC. NAIL IN WALK REC. NAIL REC. NAIL REC, NAIL IN WALK IN WALK IN WALK REC. NAIL IN WALK IN WALK O O CAL LA R/ W - 179 SOFT. APRON. = 51 SOFT. 1 - 1 R/ W APRON 176 30 SQ. FT. SQ. FT. SIDEWALK 112 SO.Fr. SIDEWALK a 110 SOFT. QQP 8.8.) S 00°09' 03" E SOD 16 SQ.FT. SOD 36 SOFT. TOTAL AREA& PROPOSED = nNISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS PROPOSED F.F. PER PLANS - 25.9' MERRY BROOK CIRCLE (40' R/W) TRACT A UTILITY & ACCESS R/W AREA = 2,300 SOFT. SIDEWALK a 451 SOFT. SOD = 398 SOFT. AREA DRIVEWAY SOD ALK Z266 291 578 SOFT. SO. FT. SO. Fr. GRUSL' NME.rER-SCOTT ASSOC, INC - LAND SUR VEYORS 5400 OR FLAX 277-32321 FORLANDO. 407)-658 1436 raI • Pann a LOE DPAK UVIAWAROL!sEIMDc LDE 6 DMTA oPMN011M SCALE 1'- 20' ORAMM W. r STD V. • am PDC rTV. P= RAA Prn®I OF RCVERSE orTVAi1NE O fC P®R OF ODMMD QRVATUX Va uIDAL PGCHAN LM FDR= C. . ppm ARDr, V10 tR VM • IFTLITr COCA 6 OJNAiI/tE an • n06URR 5)3 1. TIC IDDE MNW D06 101E8r COMP TTw no SLawy ICETS TIC 1DORN frow" SDUGUM SET WN or l C 11P+pA tb11N PF ESS NIL !MD SfA1't141S N dNPRR 3.F17 OF TIE 17GImA AO i67RA171E COX 2 LOMESS E7 MRN SU vEYaY SEAL IM6 UMW 6 NOf YIID AND IS PNESOVIED MR waRw o" pUwo 5 ONLY. W1E PLOT PLAN 07-22-16 ORDER Np 2SM-16 LIL • am am IDM v% u • rtx CAImD 2M 1 1 n m ro 11fE ALRYE11yL Tlff1E wr OiIQR RE57pCila6 RENSED PLOT PLAN (AWW S0. Fr CALKS) 06-M-16 CA CMCFE' IE 004AG 1T Pac P® 6 Ok;SG T t" • AIL Of TWT DO PLOT PLAN (DRIVES) 08-10-16 a LR . 1? UC •/4L6 s796 MFC . MLt PDR PDDNIO" WDlOCC "Doom R RAfQ1A E91T. . EAmoIT AK LDfTNsNO IADCTLpE01DD 6RlOVDRJITS NAVE BEEN IOGTED ID6E55 OTMETIIMSE SigMri RE'MSED PLOT PLAN (PAVERS) 08-15-16 CALL • CALCULATED ff. rDOSMEO FUZR aLVAnON L t ' (ADC NORTH TM SURVEY 6 PREPARED FOR TIE SOLE 6O'Ri77 OF PM CEITISED W AND S4%W AM BE REVISED PLOT PLAN (E:i. PCM' PI,116) 06-I8-16 vD • VIP"= PODR RaM ~ BY ANY 0TNM ENIM 09-01-16 a s. 11R6 8V8- 16 80040/PROPERTY DOES NOT LE WrnM 6. 061ENA016 SIDMN MR TW LOCAWN OF 00ROMUN1S NEREOM SMMAD NOT 8E {RFD ro RfE00NSTRUCT DDIYdRY IDLES. f'RiAL,/ElEVS. 02-T7-17 781-87 781- I7CERT1F1E0er: g2t_- i1Ru• 7. 6EEono ARE ASSUMED OTTIAI AND ON iTE ID¢ SNOMTR AS BLSY (6.8.) A TIREESTABUAIEDr00YEARFL000PLANEASPERof19CAEL.EWT1016, i SNOMM AR1E BLSED ON NTr10/pl GECOE'TK' VDrt1CAl W11N of 1979. IDaL S OTMERMTSY NOTED. SW TONX CRUSENLI S. 1 4714 JAMES W. SWT, R.LS I 4B01 ZONE X PANEL 112117C 0055 F P. CERRFIGITE OF ALMOOR2A1Ew N•. •`5M. DESCRIPTION AS FURNISHED: Lot 66, THORNEBROOK PHASE 1, as recorded in Plat Book 79, Pages 3 through 7 of the Public Records of Seminole l County, Florida. BOUNDARY FOR / CERTIFIED TO: Krupa Dyanesh and Vikram N. Malli; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding N TRACT B to O O toto* 3 O) 00 TRACT'S S 00009' 03" E TRACT B REC. 1/2" REC. 1/2• REC. 1/2' REC. 1/2' REC. 1/2" REC. 1/2• REC. 1/2' I.R. NO LD. ., .,, LR_ NO LD. ,.,I _ NO In ,.,I tin In .,,IR Nn !A _, la Ian In , Ia NA In 22 44.J0 44.VV 44.VV 44.VV 44.VV 44.Jj 1 10.00' AC ry 10.00' 10.00' AC AC 10.00. 10.00' AC AC n 10.00' J' ON ON NE 7.2' 20.0' o COVD. 3 COVO. c 9 7' c COVD. 3 COVD. O 20.0, 7.2' LINE COV'O. o O CONC. CONC. 16 ai CONC. CONC. ,d c COVO. CONC. i 3' CONC. NOT NOT 7.2• INCLUDED INCLUDEDINN LOT 69 7.2' LINE n LOT 68 LOT 67 LOT 65 LOT 65 LOT 64 ? TWO STORY 2.0' ATTACHED RESIDENCE F.F.-25.92' 2.0' 2.0CWO. COV'0. .0' BRICK W W W W W BRICK Ylc n mo mo Ino F.F.E 25.9' ho O F.FE. Y Yi ;n ui ;n Yiof Yi n ai 3 aaa, a°Ioof roa ao Y WILLOW 2 REDWOOD 2 BIRCH = BIRCH = REDWOOD .2 WILLOW Y COVO. COVO. COVD. COVD. LD BRICK BRICK BRICK BRICK LL 7' 15. c i o 7'i6.2'9'O 7' 03.7' 6.2' e4 9' 4DR. 10.2' F 9' 34.7' 16' BRICKBRICK BRICK BRICK OR. BRICK DR. OR. BRICK BRICK BRICK BRICK I OR. 5.00' 15.00, VAIK WALK WALK WAX 25.0 25. 5' NC. W ks.IbO ryM 0.1 PC) sry 6 ryk• ry 9 AIL 22 33' 22 00' 22 00' 22 00' 22 00' 33' REC' 13(2C0K Ci2 3) - 1(,0- ZZ (1 O LO PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN 4) to j AND/OR INSTRUCTIONS PER 6 0) CUENr NOT FIELD VERIFIED 2 ON LINE NAIL LOT 64 OR 69 NOTE.- PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA W1 = z,Tz1 w.1. LIVING= 770 SQ.FT. GARAGE - 458 SOFT. PAVER ENTRY - 9 SO.Fr. LANAI - 93 SQ.FT. BREEZEWAY- N/A SQ.FT. PAVER DRIVEWAY=400SOFT. A/C PAO = 9 , I SO.F(. PAVER WALKWAY -c6 sair IMPERVIOUS= 62.7 T 1,330 SQXK SLNI - 179 SO FT LOT 65 OR 68 NOTE: PAVER ITEMS ARE NOT NCLUDED IN IMPERVIOUS AREA WI = Z,VVU DK1-1. LIVING = 894 SQ.FT. GARAGE - 249 SOFT. PAVER ENTRY - 36 SOFT. LANAI = 102 SQ.FT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY-225 SOFT. A/C PAD - 9 SOFT. PAVER WALKWAY = 48 SOFT. IMPERVIOUS= $0.0 R 1.254 SQ.FT. Soo = 597 SOFT_ R/W - 176 SOFT. APRON - 30 SQ.FT. SIDEWALK - 110 SQ.FT. Son - 11A SO FT AREA = 2,266 SQ.FT. DRIVEWAY - 255 SOFT SIDEWALK - 158 SOFT. LOT 66 OR 67 NOTE PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA LVI - Z,uw W.I. LIVING - 624 SOFT. GARAGE - 259 SQ.FT. PAVER ENTRY - 68 SOFT. LANK - 102 SO.FT. PAVER DRIVEWAY-261 SQ,FT. DRIVEWAY - 261 SOFT. A/C PAD = 9 SOFT. PAVER WALKWAY = 25 SOFT. IMPERVIOUS- 57.1 x 1.194 SOFT. SOD - 542 SOFT. IN WALK REC. NAIL REC. NAIL REC. NAIL REC. NAIL REC. NAIL IN WALK Vrr LVI AKtA LAL#,ULAf1Vr4W VPP LVI AXtA LALTVLAffLffVX IN N WALK IN IN WALK R/W APRON 179 SOFT. 51 SOFT. R/W - 176 SOFT. APRON - 30 SOFT. SIDEWALK l 112 SOFT. SIDEWALK - 110 SQ.Fr. A'1J( e.e.) S 00°09' 03" E Soo 16 SO.Fr. SOD - 36 SQ.Fr. PROPOSED - FINISHED SPOT GRADE ELEVATION AREA - Z300 SQ.FT. AREA - 2,266 SOFT. PER ORAIN40C PLANS MERRY BROOK CIRCLE (40' R/W) TRACT A DRIVEWAY - 451 SQ.Fr oRNEAWAY - Y91 SQ.FT. PROPOSED F.F. PER PLANS = 25.9' 8 SOXT, SIO N UTILITY & ACCESS R/W SOD 39SIDEWALKSOFTIISoo = 578 SOFT. GR USL'NML SCOTT & a ASSOC. INC. - LAND UR VEMES' 5400 DR 214i6ASI277°L2322 FAX (407; 6658 PAS-LM 11r. a LOC IEWM PJMZM SUSICK LW C cow m SME I- I• - 20•- OPAW MI PUT PAC • Fwrt or REVCM: CURvAnwx 0-FL . 0001 LW Fp CA ppm WJNDG 1. TIE UIELR961E0 om femur CERTSY AMT TIC 9wwr ALT= TIE Leww TEWSM SWOY S SET rom IVY MTE ORDER NaPIL - PtID1 fs OOiOIq cwvarTE 510 - vm9 FOR Illy, CMCRF YTum M naR a L#01RD tY' PTe0FES9p1ML WO SLw1E10RS W LOLAPTER Sa-17 OF TIE f1pe0A ALYf161RATRE OOLTE 2506-I6V. . am P6CWAS VAZW K y . P CLWV104-- MW R TUIE j, . 2 W4ES5 OiBOSSED NM S EMORS SEAL M6 S(FYEY 6 NOT vND MO 4 Pgf 7YlID i'ort 9iLRYOpMLL P1i6 06E5 M6Y. PLAT PLAN 07-22-16 C - tRON PLC - 9OroamIG P.T. • OF ICY Ia0 NAR a tOSf 1 1 K AIRYtY IDES PREAYIm TROY 1RLE eiOlrlM110N nAYa'9H'D 1p nE AJINE UR TNntE MY BE OTIRJT RESTIOCLD16 IMMSED PLOT PLAN (A00£D SO. Fr. CaLCS 08-0-16 PLC . P®R W OOa -a 0== • TES TO)N RNTntx . 1/r Va •IOU 47% FAA . PCIPAHM 61700CE NOawIT L IIGIN is1r. R{vQlia RIOR-VAT EA9DOIT OR ELStLDl15 TOMW AFFECT TI95 PROFERIY. 4 NO UtWaMM ePROK1ENW WK OaN LL!•ATFD LN SS Offer 5E WINK REMO PLOT PLAN ORNES 08-10-16 REVISED PLOT PLAN (PAVERS 08-15-16Fs. . rneaEn rLt1o1 Lu ATtnnCAM • LiILCILATLO - P vITIEM FCXT NORTH s TM SLOWr 6 PRUWIEV FOR THE Sots 0 VIT OF TWW CO"M TO AND SMXW NOr !E PLOT PLAN (F.I: P'ER HEY' PLANS) a'e-IB-le RMXV W001 BY AIn, OMM DMrY. MRAISFOR4,12E F02-27- ON/ELEVS. a 09-01-16 8-15 1H6 BUADWV/PROPERTY 0M NOT LIE W MN B 061E7406 SVM MR TIE {OC4WN OF 4PROyE ANM HUMON Sko" NOT DE (GW M i 6IRUCT SOINDW ONES. Fl>tlAl,/ELEVS, 02-27-17 81-17781-17 CERnnro 8Y: _ ESTABU 0 I00 YEAR FLOW PLAN£ AS PER 'nRY• 7. BMWCS ARE ft= ASSUME 041VU AND ON TIE LW SWON AS 84SE 6FARM (9a) a ELMn M F 94010% ARE 84= ON /MnOW G DDENC VEROGI OARW OF 1929, LW M 0TWaNX NOTO. TON X. CRUSENY .L.S. 1 471 JM/ES W. R.LS 1 4801 ZON£ X PANEL / 12117C 0055 F 9. COMFEATE OF AN1/1ORCAWN N. 45M DESCRIPTION AS FURNISHED: Lot 67, THORNEBROOK PHASE 1, as recorded in Plot Book 79, Pages 3 through 7 of the Public Records of Seminole l County, Florida. BOUNDARY FOR / CERTIFIED TO: Christopher J. and Karla 1. Robbins; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding rq TRACT B to W ko C) ON uNE 1 RE TRACT 8 S 00°09' 03" E TRACT 6 REC. 1/2' REC. 1/2' REC. 1/2' REC. 1/2' REC. 1/2" REC. 1/2' REC. 1/2' 1R kin 1n . 1R Ain 1n 10 Ain In -PLR NA in ..r1R Nn In. .. -) I.R. Nn 1_n_ .. IR. NO l.D_ VV 41r-.VV 6.r-.VV G.4. JJ Lbw 10.00' ACC 10.00' 10.00' AC h 10.00. 10.00' AC AC 10.00' ON ON NE 7.2' 20.0' c COVb. 3 CoV'D. 0 9 7' o wo. 3 COV'O. 0 20.0' 7.2' LINE COV'0. o O CONC. CONC. 46 m CONC. CONC. 16 b CO 0. CONC. ti 3 3 3 CONC. NOT NOT N INCLUDED INCLUDED7.z 7.2• LINE h LOT 69 LOT 64 '? LOT 68 LOT 67 LOT 65 LOT 65 TWO STORY 2.0' ATTACHED RESIDENCE F.F.=25.92' 2.0' q1.0 A2.0' COV'0. COVYD. BRICK W W W W W BRICK o c SL Q) q Oyl q q q 3 M WILLOW = REDWOOD 2 BIRCH Z BIRCH 2 REDWOOD = r WILLOW 3 Y n COV/0. COV'D. COV'D. COV'D. m BRICK BRICK BRICK BRICK m Mi 2 7' rj6.2' c 10.2"v 9'9'o 347' AP7' t 10.2' F 34.7' BRICK BRICK BRICK BRK3( DR. DR. BRICK OR OR BRK! BRICK WALK BRICK WALK BRICK WALK25. ° 5.00' 5.00YIALK 25. 5' NC W k ONI• M Mti6 ON 0.1 C. MR. 22 33' 22 00 Po 00' 22 00' 22 00' 22 33' REC. Z>Vz00 K C 1 iz F 416 - 2Z t Z a7 Q m PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER CLINOT FIELD VERIFIED 2 ON LINE NAIL LOT 64 OR 69 NOTE. PAVER REVS ARE NOT INCLUDED IN IMPERVIOUS AREA LVI Z,IZI W.1-1. LIVING = no SOFT. GARAGE = 458 SO.FT. PAVER ENTRY - 9 SO.FT. LANAI - 93 SO.fT. BREEZEWAY- N/A SOXF. OPAVER DRIVEWAY -Opp SOFT. A/ C PAD - 9 r SO.FT. PAVER WALKWAY al6 SOFT. IMPERVIOUS = 62.7 x 1. 330 SOFT. SOD = 378 SOFT LOT 65 OR 68 NOTE: PAVER ITEMS ARE NOT NCLUDED IN 1MPERVIOUS AREA LV1 = Z.U9U W.r 1. LIVING = 894 SO.FT. GARAGE - 249 SOFT. PAVER ENTRY = 36 SO.FT. LANAI = 102 SO.FT. BREIIEWAY= N/A SOFT. PAVER DRIVEWAY=225 SOFT. A/ C PAD - 9 SOFT. PAVER WALKWAY - 48 SOFT. IMPERVIOUS= 60.0 x 1. 254 SOFT. SOD = 597 SOFT_ R/ W = 176 SOFT. APRON - 30 SOFT. SIDEWALK - 1f0 SOFT. SOD = 3R SOFT_ AREA - 2,266 SO.FT. DRIVEWAY = 255 SOFT. SIDEWALK - 158 SOFT. LOT 66 OR 67 IN IMPERVIOUS AREA I LV1 = Z.U9U W.r 1. LIVING 824 SOFT. GARAGE = 259 SOFT. PAVER ENTRY - 68 SO.Fr. PAVER DRIVEWAY? 261 SOFT. DRIVEWAY - 251 SO.FT. A/ C PAD = 9 SOFT. PAVER WALKWAY - 25 SO.fT. IMPERVIOUS= 57.1 x 1, 194 SOFT. SAO = ra7 SOFT_ IN WALK REC. NAIL REC. NAIL REC. NAB. REC. NAIL REC. NAIL IN WALK vv I ... vv 1 W IN WALK 1 R/W I SQ. FT 176 SO.FT APRON 51 SOFT. APRON = SIDEWALK- 112 SOFT. SIDEWALK - 110 SQ.FT. e• e•) S 00009' 03" E SOD 16 * SO•FT. SOD - 36 SOFT: PROPOSED = FINISHED SPOT GRADE ELEVATIONAREA Z300 SOFT. AREA = Z266 SO.FT. PER DRAINAGE PLANS MERRY BROOK CIRCLE (40' RIW) TRACT A DRIVEWAY a 451 SQ.FT. DRIVEWAY a $91 SO.Fr PROPOSED F.F. PER PLANS - 23.9' UTIUTY & ACCESS R/W LK SIDEWALKOD 118 39SO. FT. EIVAX Soo = 578SO.FT. VEYORS R ° AX '6 GR USEYVIE17TIRSCOTT & A SSO C. , INC. - LAND SUR 277°3232 (407) ati - w> t1r a VIE DMA MADAM ppW, S[rBwc LD[ O 9arA NOTES SGYE - l' = 20' - DRAIM W. ••• DATE OIXR Na wAL mtG fiVE7tSE'QRVAi1RE O iL . OM01 LDK iII S M tpapy u : 11. I E MIMIS ED OOE".r "Mw CERli1' 1IMT no SLwKT BEETS TE WAMM 1EPO R SDVANW SET MEN 6r 2500-86 wort 6' CDiflt/m Q/VAl{/t N ; CIC NJ c - ' 0400UTILIy i :Rio FAILUP. . L1Ltn 0 E ' SAL vc • won v OJNArIgE u : 2 EN9oSSED WIN SURVEYOR'S SEAL no SLOrAy IS per vAV AND 4 PRESOv= wa wvRm4r oAm puwa E5 pay. PLOT PLAN 07-22-/6 RJR vaa : won Cracsrar oi. • wort OF rANa7CY NVD µq , NAIL a [RSca Des SURVEY INS PREPARED PIM VILE FORwrlp+ Fk#MHW TO 11E SLWW#Ut INOW $AT 9E OTNER RES110CMra RENSED PLOT PIAN (ADDED S0. it GILCS 08-09-16 u a C NoIROR vaG . wDn Q 02n•J Ort ESU1Vrm1 RN RLOR-VAT OR EASEW+LS 11W AFFECT THIS PROVW.. REVISED PLOT PLAN (DRIVES) 08-/0-16 YLT UL . 1/ Z Lit W" 43% f. PFRIM10rt N R • RAM R UK. TaEASOMT 4. MO Wes. 01+p omROYEI®Ir5 N t:E IEDI LOGTED IIRESS 011a'AIItSE RIOWIftWO PLOT PLAN 1PLANS) CLeE IMROn CAToFf. • EO/.'9iD caOt LLEvu+91 t E OprtOdoE NORTH S INS SWVLY IS PREPARED nM THE SOLE BDOW OF IIQK co"WIM 10 AM 9101RO NOT 8E REV= PLOT PLAN (FFP ELEV. PER NEW 08-00-16 WP. VTTP= Porn REM UPON By ANr OTHER DOW. FORMBOERO F02-27-ON/ELL15. 09- 01-I6 8-16 J01-17 TH6BURNNC/ PROPERTYo0E5NOTLIENTIMNa050990W9bMNMRTHELOCAWNOFeWROVENUMNEtWN94MEDNOTSEU50TORELVNSIRIA;T SOUNDW LP45. 02-27-17 78L-17 CERTIFIED BY: . a THE ESTABLISHED 100YEARFLOOOPLANEASPERTM' 7 5 EKSW AatRED WrW AND ON THE LRrt SWW+ AS SAW BFARM (6a) ELEYu11oNs s 9RAN ARE eASEa ON NArYONu GEODETIC V£R11CAL D+1Lw of 1929. Llelss oTNER1ISE NOrFD. TON X. Lj 1 4714 DAMES W. SOOTT. R.LS 1 48011 ZONE X PANEL 1 12117C 0055 F 9. DERI6LGrE OF AUTHORWrpN W 4W DESCRIPTION AS FURNISHED: Lot 68, THORNEBROOK PHASE 1, as recorded in Plat Book 79, Pages 3 through 7 of the Public Records of Seminole,' County, Florida. BOUNDARY FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. TRACT B k O O ko to K73 0) CO ON I LINE RE TRACT B S 00009' 03" E TRACT 8 REC. 1/2- REC. 1/2- REC, 1/2" REC. 1/2' REC. 1/2" REC. 1/2' REC. 1/2- LR. NO In_ .-., 1.R. No 1n_ ,,,LR. No In_ .,, 1_a_ Ain 1_n. ,,,JR Nn 1n .. ... 11? An In .., 19 tin 1n ti.G.VV tiG.VV ti.G.VV 4'vu G.G.JJ Je' 10.00' AC"r 10.00' 10.00' r•-i 10.00' AC n 10.00' AC 10.00' AC n ON ON JIVE 7.2 20.0' o COVD. 3 COVO. c 9 7 p COVO. 3 J COVD. c 20.0' 7.2' LINE COVO. o O CONC. CONC. 'd T6 CONC. CONC. c COVO. CONC. i 3 3 3 s CONC. NOT NOT NF CL UDED INCLUDED7 LOT 69 7.2' 1 LINE n LOT 68 LOT 67 LOT 66 LIT 65 LOT 64 TWO STORY 2.0' ATTACHED RESIDENCE F.F.=25.92' 2.0' 2.0 COVD. COVD.2.0' BRICK W W W W W BRICK 25.9' O Y F) go vi o, vi n aIvi n avi n oI vi o1 3 co Y WILLOW 2 REDWOOD 2 BIRCH 2 BIRCH = REDWOOD Z WILLOW n Y CO". COVD. COV'D. COVD. BRICK BRICK BRICK BRICK m o 7' 15. o i o Mi 2 o 7' H ri c 6.2' c 9. 9. c 6.2' o 34.7' 10.2" 10.2' r 34.7' BRICK BRICK BRICK BRICK OR. DR. BRICK BRICK BRICK BRICK BRICK OR. WALK WALK WALK25. 5.00' 00, VALK 25. 5' CONC. W k 00.1' aIV Ary 0 0.1ONw9 ON c' MAIL 22 33' 22 00' T22 00' 22 00' 22 00' 22 33' REC. r 2( VA@u'y BP- 41 & _ ZZ l3 W t Lo O m PROPOSED INFORMATION SHOWN 0) BASED ON SUPPLIED PLAN 4v F AND/ OR INSTRUCTIONS PER CUENT NOT FIELD VERIFIED CO 7 LOT 64 OR 69 NOTE:- PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LINE ON LOT AREA CALCULATIONS. LOT = 2.121 SOFT. LIVING - 770 So.FT. GARAGE = 458 SOFT. PAVER ENTRY - 9 SO.FT. LANAI - 93 SOFT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY= SOFT. A/ C PAD = 9 , ( SOFT. PAVER WALKWAY =16 SO.FT. IMPERVIOUS- 62.7 x 1. 330 SQ.F7. NAIL S00 = 376 SOFT. LOT 65 OR 68 NOTE. PAVER ITEMS ARE NOT NCLUDED IN IMPERVIOUS AREA LVI = Z.U9U w.rl. LIVING = 894 SOFT. GARAGE - 249 SQ.FT. PAVER ENTRY - 36 SOFT. LANs = 102 SOFT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY= 225 SOFT A/ C PAD = 9 SO.FT. PAVER WALKWAY = 48 SOFT. IMPERVIOUS = 60.0 S 1. 254 SQ.FT SOD = 577 SOFT_ R/ W = 176 SORT. APRON = 30 SQ.FT. SIDEWALK = 110 SOFT. SOD = iA SOFT_ AREA = Z266 SQ.FT. DRIVEWAY = 255 SO.FT. SIDEWALK = 158 SO.FT. Snn = 941 SO. FT LOT 66 OR 67 NOTE. PAVER ITEMS ARE tjOr INCLUDED IN IMPERVIOUS AREA LVI = Z,UYU W.r1. LIVING - 824 SQ.FT. GARAGE = 259 SO.FT. PAVER ENTRY - 68 SOFT. PAVER DRIVEWAY- 261 SO.FT. DRIVEWAY = 261 SO.FT. A/ C PAD = 9 SQ.FT. PAVER WALKWAY = 25 SOFT. IMPERVIOUS= 57.1 1L 1, 194 SOFT. SOn = S[7 SO. Fr IN WALK REC. NAIL IN WALK REC. NAIL REC. NAIL IN WALK IN WALK REC. NAIL REC. NAIL IN WALK IN WALK IN WALK SLFLLot AREA ULA R/ W = 179 SOFT. APRON = 51 SOFT. Vrr LVI AKCA wIJU Vry R/ W = 176 SQ.FT. APRON = 30 SOFT. SIDEWALK - 112 SOFT. SIDEWALK 110 SOFT. B. B.) S 00°09' 03" E SOD 16 So.Fr. soD 36 SO.FT. AREA a 2.300 SOFT. DRIVEWAY - 451 SOFT. SIDEWALK - 118 SQ.Fr. SOD = 3 SOFT. AREA DRIVEWAY SIDEWALK SOD Z266 291 135 SOFT. SQ. FT. SIFT. SOFT. PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS MERRY BROOK CIRCLE (40' R/W) TRACT A PROPOSED F.F. PER PLANS - 25.9' UTILITY & ACCESS R /M' GRUSEXNFYER S'COTT & ASSOC, INC. LANl VEYOR,S' OR. RUIN] S'UR277-3232L 5328436 FAX aL. . Paw ¢/ LDc TIP . TTPLIIL DPAK... : wm. oDc sc'rrwc L MXTA OOm 1107ESSCALE --- I• a 20' DRAWN Hr: PAC P® 1f OF 1i1/V= ORVARK 6.iC CMQN LM PUCE Cy . pO10 spy 1. TIE WCOl MM ONS JOMHr coney AMT nos SLWWY Agm 11E M9MA1 1EU9 m SWm11ms SET MRM 8r F • raayp P= PMWF Or WPPILD O/1VAT1/i m VL® rem WIL • VnLm 1HE nORD4 SOW OF MWEMWIL LAD SLRrETDRS Of ONPMV 5.1-17 OF TIE naTM4 ADWOSTM41M WW am p PAR RMAL mAL N P=ffMC Eli t R AT{RE R L : 9 2 W{ESS CWWSSW WP( SLWK' RY SIAL DO SLOWY 6 NOT V.YO AW 6 PRES M MR B FDRY4710NIL MFOSES OKY. LL!'A. LX • CDO3lC N[nrorT iTu PONf LF KGRl P.T. PmNr W TAMODLI IaO . NAa a m>x 1 TNS SURVEY MIS PPIEPARED FROM TIRE 9RDWIATION FtfiDm FD M w SU/NETVR A10LE WY 8E 07HER RES115CI1OP6 Wr UL : T4J 43% P= Ell PM" T Cr CMEMOOR OBC PERTWOR 4EPEem / ODOR R RAmIIS CCH .wort- tiwAT RAIMtVTm1*IVESM. . EAmdTOR COMM TINT AFFW NS PROPIM. MO 19. RYiR01RO 91PROVOElT15 IaIT ODl LOCATED IRLI.f55 OTHERMISE SlIOl1K RM CAM . CALCULATEDF rta9® rLUM OXVATGN L ARC IEMM t - CDrrERLDC NORTH 3 ALES SURVEY 6 PREPARED FOR TILE SOLE OENETTT Or DIM CE MW W AND 51p" NOT WVP VRN6S PmNf40" (SON SY iV1Y OTHM OfM TH6 LiLRIOm/ PROPERLY DOES NOr LIE WMW a OOCM VIS S40WN $W DIE LOCAMN OF 91PROHDANYS NEILFON SkWW NOT 8E 0SW TO R£00NSTRWr BOLV64W LPRS. CERTIFIED BY: THE Esmau9im 100 YEAR FL000 PLANE As PER FIRM• 7. EMM MS. ARE SOSO 4SVJWM CKRN AND OH THE U NE SMW AS 945E SEARWO (GAL) a ELEVATION$ F SIIOWx, AIM S4SW ON NATIONAL C£DOEAC VERTID¢ Mn N OF 1929. LOUSS ON97AW NOTED. TOM x. GRUSENM R..S 1774 JANES W. SL10TT. R.LS 1 4801 ZONE x PANEL l 12117C 0055 F 9. CERRFIGTE OF AVMOYDZAMN No. 4596. ORDER Na PLAN 07- 22-16 2506-16 W PLOT PLAN (ADDED SO. FT. GV.CS) 08-09-16 M PLOT PLAN (ORNES) 08-10-16 M PLOT PLAN (PAVERS) 08-15-16 D PLM PLAN (F-r. EL.LV. PER NEW PLM6) 08-18-16 XWW FOUNDATION/ LEM 09-01-16 3018-16 eaEVS. 02- 27-17 781-17 DESCRIPTION AS TRACT B S 00009' 03" E TRACT B FURNISHED: Lot 69, REC. 1/2" REC. 1/2' REC. 1/2" REC. 112" REC. 1/2" REC. 1/2' REC. 1/2' THORNEBROOK PHASE i, as I.R. I I.o. 22.33' I.R. NO I'D' 22.00'I.R. 1 1.0' 22.00'I.R. NO I.O. 22.00'I.R. 1 I'D' 22.00' I.R. NO I.D. 22 33' I.R. NO I.D. recorded in Plat Book 79, Pages 3 through 7 of the Public Records of Seminole County, Florida. LINE BOUNDARY FOR / CERT07ED TO: Allen A. and Sorito G. Knox; Inspired LINE Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding to F- TRACT B 11^ to Q to O> ar) C3 1 I v m ON 1 I LINE 1 PC 10.00' 10. 10.00' AC 10. 10.00' AC f 0.00' n 7.2' 20.0 o COVO. 3 COV'O. a 9 T o COVO. 3 3' COV'O. 0 20.0' 7.2' COVD. o O CONC. CONC. Id 16CONC. CONC. 116 c COVO. CONC. 3 3 3 CONC. NOT INCLUDED 7.2 7.2' LOT 69 n LOT 64 ;y LOT 68 LOT 67 LOT 66 LOT 65 TWO STORY TWO STORY _ 2. 0' ATTACHED ATTACHED 2.0' RESIDENCE RESIDENCE F. F.=15.91' F.F.=25.92' 0 COVO. L OVD. 2.0' BRICK W W W W W BRICK F. F.E _` 25.9' O a a 40 MWILLOW Z REDW000 = BIRCH 2 REDWOOD = WILLOW COVO. COLD. COVO. COVD. BtWCK BRICK BRICK BRICK c 7' 15. rj 6. 2' o c Mi 2 o 7' j 6. 2' 7, 34. 7' 03' 7• i 9' 9' w 10.2' BRICK 9' 34. 7' 10.2"r 9' BRICK 16' BRICK OR BRICK BRICK DR. DR. BRICK BRICK BRICK 004VALK WALK WALK WALK2_ 25. LPON5' NC. W 90. tiM wh0.1I tiry M• ON ON LINE CCC////JQW ` P,` - I(,, zz ON LINE Q O O m PROPOSED INFORMATION SHOWN h BASED ON SUPPLIED PLAN AND/ OR INSTRUCTIONS PER 3 a) 0 CLIENT NOT FIELD VERIFIED v m Z LOT 64 OR 69 NOTE ' PAVER ITEMS ARE NOT INCLUDED W IMPERVIOUS AREA C. MAI IN W 22. 33' REC. NAIL '1"`' OO' REC. NAIL 'Z Z OO' REC. NAIL ''I"`1' • 00, REC. NAIL 2' •' • 00' REC. NAIL .`. F. • 33' IN WALK L IN WALK IN WALK IN WALK IN WALK IN WALK B• B•) S 00°09' 03" E PROPOSED = nNISHED SPOT GRADE E'LEVATKAV PER DRAINAGE PLANS MERRY BROOK CIRCLE (40' R/W) TRACT A PROPOSED F.F. PER PLANS - 25.9' U"EDy g ACCESS R/W GRUSL' N1EYE)? -ASICOTT & ASSOC , INC. -LAN SUR V'YORISI p4A. • f<m1 IN LAC 8 : V.n OW SenwAx LDC C IELVA Ig1FS. T» . rntrx t • CH M LVI = Z,IZI JV.r I. LMNG - 770 SOFT. GARAGE 458 SOFT. PAVER ENTRY - 9 SOFT. LANAI - 93 SOFT BREEZEWAY- N/A SOFT. PAVER DRIVEWAY a 50,FT A/ C PAD = 9 , 1 SOFT. PAVER WALKWAY q 6 SOFT. IMPERVIOUS= 62.7 X 1. 330 SOFT. SOD - 379 SOFT R/ W - 179 SOFT. APRON = 51 SOFT SIDEWALK - 112 SOFT. SOD - 16 SOFT. AKtA - Z, 700 V.r I. DRIVEWAY - 451 SOFT SIDEWALK - 118 SOFT. SOD = 39 SO.FT 54W E. COLONIAL DR. 407)- 277-3232 SCALE - F' - 20' VRG POOR OF QCV0= ORVATLRS OLJC OMW LOAF VQgz Cl • 04 M W.4FWG 1. 71E IEOER9 Nw DOES #vow Can" nor INLS SLRLEr UP.Fl91w LWOAAII TE'048MS'OUOWWSET f0m 6Y D lL faVf OF cprmw QRVAIVE: ,wwr- r EaterUTIL • UTUJW 1IE fLOOMA 90W (F PIWESSONLL !MO SiRVEYM W gMPRR 3,F17 OF Ai FLdlM ADWOPRATW Ca PVC W. N0. IOMOLOIAL Ac FWT w ORVATM Y . MSC Mm4 2 IDIESS ElW0.SSED ININ SURVEIDRS SEAL WYS 37RVEY lS M01 1iMD MID 6 PRESFMED FOR WFDI01A/ONY. PtEZPOSES OIq.Y. 000L VAB POOR Cr Rr,MOGV.T. r®I1 S TANODC7 NLD NAd A MW 1 DO "W TOES PREF%M FWOM TWEE WiORMRON FUM45N D W DQ SLOWMOR HERE WY W O1NER RES1RICn0 W CA LA. . ,/ VaK 111L r® rt ar cvrE7coErR a0= ra wOR RFFarm 004101r R/ V . R10R-VAr CINT• • EASDOIT OR EASEUUM TWT AFFECT nW PROPERrr. 4. / 0 L000 R01R0 80WOYORIIIS NAVE SM LOOKED MAW O71dRI M SNOW Co : lm ri. pl•9fID /tLpt f3EVAT01 L MC L047R S - CDnULDC S IM SLWVV 15 PIRPA = FOR TW SOLE 80.01T 07 RM CERfWIW M ANa SHMI D fW BE VA VLTN=S PMNT NORTH RELIED UPON Or ANY OTNM EMWK THS 8UMLNC/PR0P0M ODES NOT LIE wrm 6. 06RNS10O SWAN FOR FW LOCA110N OF OWROKMMS HEREON SMDLW W EE V= TO REPOFSnWr SOLNOW LVAM CEFIIFLED 8Y: AA TiIE ESTABLWLED I00 YEW FLOW PLANE AS PER 17RU' 17. 8E4W ARE 845M ASSIWED 0LT1AY AND ON THE UW 9109N AS 84W SEAMW (S.S.) 6. ELlYRTOdS, S SHOW ARE OASW ON WTOR4 LECOOr VV"XAL IMIUY OF 1929, USE= OTM"MW NOTED. TOM X. CRUSENMEYER, L. 1 4714 ES W. SCOrr, R.LS 1 4801 ZONE X PANEL / 12117C OOSS F 9. C0nTX:41E OF AUT OWAWON Na 4596. LOT 65 OR 58 NOTE. PAVER ITEMS ARE NOT NCLUOED IN IMPERVIOUS AREA LVI = Z.09V W.rl. LIVING = 894 SOFT. GARAGE - 249 SO.FT. PAVER ENTRY - 36 SO.FT. LANAI = 102 SOFT, BREQEWAY- N/A SOFT. APAVER DRIVEWAY- 225 SO. FT. A/ C PAD - 9 SOFT. PAVER WALKWAY - 48 SO.FT. IMPETMOUS= 60.0 X 1. 254 SOFT. SOD - 577 SO_FL R/ W - 176 SOFT. APRON - 30 SOFT. SIDEWALK - 110 SOFT. MD - F SO Fr DRIVEWAY = 255 SOFT. SIDEWALK - 158 SOFTT, LOT 66 OR 57 NOTE PAVER IMIS ARE NOT NCLUDED IN IMPERVIOUS AhEA LOT = Z090 SO.FT. LIVING - 824 SO.FT. GARAGE - 259 SOFT. PAVER ENTRY - 68 SO.FT LANK - 102 SOFT. PAVER OMYEWAY 261 SO.FT, DRIVEWAY - 261 SOFT, A/ C PAD = 9 SOFT. 4PAVE' RWALKWAY - 25 SOFT. IMPERVIOUS- 57.1 X 1. 194 SOFT. SOD 542 SOXT. R/ W - 176 SO.FT. APRON = 30 SOFT. SIDEWALK - 110 SO.FT. SOD - 36 SOFT AREA - Z266 SOFT. DRIVEWAY - 291 SOFT. SIDEWALK - 135 SOFT. SOD = 578 SOFT. ORLANDO, FL 32807 FAX ( 407)-658-1436 DRAWN 0r1 - PLOT PLAN 07-22-16 aELTS' ED PLOT PLAN (ADDED SM FT. CALLS) 08-09-1I RIMMED PLOT PLAN (DRIVES) 08-10-16 REVISED PLOT PLAN (PAYER) 08-15-16 RENSED mor PLAN (Fr. ELEV. PER NEM PLM6) 06-m-to MRUBOARO FOUM)A ON/ELM 09-01-16 nftk / EiEVS. 02-27-17 3018- 16 781- 17