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HomeMy WebLinkAbout436 Red Rose Ln (a)DE37CRIPTION AS FURNISHED: Lot 147, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. NARCISSUS AVENUE (R/W VARIES) N 89°58'38" E 50.00', 10.00' 5' LANDSCAPE, WALL, FENCE, UTILITY EASEMENT LANDSCAPE, WALL, 1000FENCEEASEMENT 66 10tiA 36.80' 36.80' LOT 147 n 13.8 13.0' o d t1.2' 5.00' 40.0' 5.00' W W U=024.90' O TOPMOF FORMS O LOT 99 N N TRACT L O O w EMERGENCY ACCESS O O co 18.0' 5.00' N 5.00' J` 22.0' 1 1 25.20' 25.20' 10' UIX. ESMT. 16 p, rL1' 86.58' 0 ( PC) 09-8.)N 89058'38" E 50.00' ONTIONS, LO 6,000 SOFT. LIVING = 1,453 SO. FT. GARAGE - 477 SOFT. RED ROSE LANE ENTRY 144 SOFT. LANAI = 400 50' R/W) TRACT I BREEZEWAY= NIA SOFT. SOFT. DRIVEWAY 403UTIUTYaACCESSR/W A/C PAO = 24 SO.FT. SOFT. WALKWAY = 68 SO.FT. IMPERVIOUS - 49.3 T 6 Z969 SOFT. 0 SOD SOFT. D9 RIW - 550 SOFT. Q PROPOSED FINISHED SPOT GRADE ELEVATION APRON = 110 SOFT. PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK A, 250 SOFT. PROPOSED DRAINAGE FLOW FRONT - 25' 500 = 790 SOFT. LOT GRADING TYPE A • PROPOSED F.F. PER PLANS = 24.9' REAR = 15' SIDE 5.0' PROPOSED INFORMATION SHOWN AREA - 6550 SOFT. SIDE CORNER= f0' BASTED ON SUPPLIED PLAN DRIVEWAY - 513 SOFT. PROPOSED GRADE PER CONSTRUCTION PLAN OR INSTRUCTIONSIONS SIDEWALK 318 ANOINT N07 IELD EOR SOD SOFT. CRUSENME.rER-SCOTT & ASSOC., INC. - LAND SURVEYORS LEW" - L EMM - r rLILAC 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 ICLD TYR TYPICAL IP. . LION PIPE PRG . PDM Or RCVERSE CWVATULC Ut. - NIDI RDD CG . POINT Or CD4'OIMD C1IVAIIDK NOTES: 1, 111E UNOVMGIED DOES NERM ConVy TW TIES SURVEY LIErM THE STANONM OF PRACy" SET rp1M 6r 7NE iLORIM BOND Or SE • COIOIA RAD . RADIAL PROFESSDNAL SLWKP 6 AND AMPPERS N C1 On" W-17 7LORRM AOAON47RtlRT COOS PUASUAHT N SECTION 472.027. /ID1OO4 STATUES SET lD. . VY VO •/4LD 45i NR . NDN-RADIALWILD RCC. V L UNLESS 043=0 WITH SVRVE10RY 5101MTURE AND OR10DW. USED STN, IM SURVEY ENP OR COMM ARE NOT VAUQ E THIS MOV WAS PREPARED FMAI IIRl W OMMI1ON rt#tWPCD TO ME SVRVrM TNDK Amy DE OMOL RES/R MNSPOINOINIONGGLLG : CALCULATEDD PO,, POINT 6 COMMENCEMENT PRA • Pa"AMOR WXFZRENK MOAGNT DR MENENIS 114r AFFECT IN* MIOPOW.. 4. NO UrDUMMIND WPROKYDNS HAVE KEN LOCATED IRA= OTHERWISE SHOWN. CENIIE rr. . rOUSfED MOOR ELEVATIONNMRLOILDISHDSL . iCTDAOC LAE 70115. INS SURVEY 6 PRMWO THE SOLE BENEFIT W TADS[ CVM= To ANDD NOT K REUm U ONN Lw ANY 071ER 09MWD R/v . ADNI-P-VAr DN. DIiCNDURKSDCH16 D.A.:EAS[ DEARDIO 5, OOdE MO MOWN FOR INE LOCATION Or IMPROVEMENTS MWON SNOUIO Nor BE USED To RLCONSIRUL7 SOUNOW LDRS 7. O6AVM Nit OASW ASPOdO QATW AND W THE LANE SHOWN AS BAW BE W/O (BA) OCRAUi DMUTILITY G EIEVATDN.S p Sam ARE SUM CN /NTIONAL CtOWM O nW OJ 192LL UNLESS OpWrTT= /TOTES, CLR. J, • CHADI LINE rECC DCC R. COtTRIG,7t OF AUMORMLIM Nw 4590. C/D COCPL - PO!°Or L ATINE SCALE 20' DRAWN Dr.- TY: P.T. P.T.• POINT OF TANGENCY DESC. • X=A1 TION CERTIFIED LEY: LATE _ Na R • RADIOS TN ORDER PLOT PLAN 03-10-17 1052-17 C : p REVISED PLOT PLVN 03-31-17 L • CORD KARINS REVISED PLOT PLAN 0"2-17 NORTH FORAQWRD FOUNDATION/ELEVS. 09-25-17 4177-17 THIS BWLDINC/PROPERfY OOES.NOT UE H77HIN INC MAHUSHED 100 YEAR FLOW PUKE AS PER IVA1' CRUSE R.L.S. 1 4714 ZONE 7f• AMP / 12117C 0055 F. JAVU W. SCOTF. R.LS 1 4801 UNIVERSAL. ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9328316-1 Report Date: 9/27/2017 In -Place Density Test Report t 7, 2D 35 Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 UES technician: Raymond Roman Maitland, FL 32751 Dratt ate Tested: 09/27/2017 Project: Thombrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: 436 RED ROSE LANE LOT 147 Material: Native Reference Datum: 0 = Top of Native Tyne of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) ptimum Moisture 1%) Field Dry Density pcf) Field Moisture 1%) Soil Compaction Native Depth inch) Pass or Fail 1 SOUTH FOOTING 0-1 ft 105.4 11.8 104.7 10.0 99 N/A Pas: 2 WEST FOOTING 1-2 ft 105.4 11.8 106.2 8.7 101 N/A Pas: 3 EAST FOOTING 1-2 ft 105.4 11.8 105.6 9.3 100 N/A Pas: 4 NORTHEAST CORNER OF LOT 1-2 ft 105.4 11.8 106.0 9.0 101 N/A Pas: TOF) 5 SOUTHWEST CORNER OF LOT 2-3 ft 105.4 11.8 105.2 8.5 100 N/A Pas: TOF) Remarks: (TOF) = TOP OF FILL Tn nnlnhl:rA n m..l..e/ nn+/nM:nn M n/innh 1/.n D..hl:n .ind n..ronh.nw 911 MMdP -—k—;M-4 nn ..nnRdnnMnl n/I1nAIA. n! num n/:nn/w and nn An.t Mlnn Parcel ID Number: 31=19-30- _f 1 D -0000- l q20 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT t. COMPTROLLER BK 8948 F'3 855 (iFss ) CLERK'S : 2017068692 RECORDED 07/06/2017 4:00:09 F91 RECORDING FEES $10.00 RECORDED BY hdevope State of Florida. 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. 1. Description of property : LOT 1141 Legal Description : Thornbrooke Phase ,, according to the plat thereof, as recorded in Plat Book_ILPagelo-l(of the public records of Seminole County, Florida. Addresses : q 3 (O { d Cos t La Ko- Sanford FL 2. General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee 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. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice 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 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 YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : / Signature of Owner's Agent: /,/ /Z nAsa Wright aylor Morrison of Florida Sworn to and subscribed before me this by John Asa Wright Notary Public DA Clark My commission a !res• 6/22/19 Serial No. FF 209 TIFIED Y . GRANT MALOY ,., R CUITCOURT "`w, JULj D 0 ROL0620 YM1 A I'S . BY DEPUTY CLERK personally known to me. GIARKEZg o ONo N0 2T ZpN9 oar rveu* * .41 Co\ E1E`'' NcvN`' crv t ture:9Vo ary seal: fA E Of `r. 9- 08k COUNTY OF SEMINOLE IMPACT FEE STATEMENT QZ 37 9 / 7 _ 3 STATEMENT NUMBER: 17100005 DATE: August 17, 201777``'' ` BUILDING APPLICATION #: 17-10000594 ! BUILDING PERMIT NUMBER: 17-10000594 10;1/ q/ UNIT ADDRESS: RED ROSE LN 436 21-19-30-510-0000-1470 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: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 4 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 436 RED ROSE LANE THORNBROOKE PH 4 LOT 147 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Hou ing ROADS -COLLECTORS N A 705.00 1.000 dwl unit 705.00 FIREnRESCUEmilyHou§AngR / 00 1.000 dwl unit 00 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Family Hou7iing 5,000.00 1.000 dwl unit 5,000.00 PARK 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 REATEMENT CEIVED BY4Q-f4A F' SIGNATURE: -jE;0VQx--\ PLEASE PRINT NAME) DATE: 18 f s k l_ NOTE TO RECEIVING SIGNATORgAPPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RREESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSSEMINOLEACOUNTYISED ROADTHFIRE/ T T RESCUER LIBRARY ANEMENT D/ OREEDUCATIOU SER THE ISSUANCE OF A BUILDING PEI IT. 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 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. 3(. 11 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. Daphne Clark From: Blanton, Deborah <DEBORAH.BLANTON@Sanfordfl.gov> Sent: Wednesday, August 30, 2017 8:38 AM To: Daphne Clark; Kim Carter Subject: 436 Red Rose Ln 15,275.73 Need NOC Debbie Blanton Building Permit Coordinator Building & Fire Prevention Division CITY OF ANFQRD FIRE DEPARTMENT City of Sanford 300 N Park Ave Sanford FL 32771-1244 Phone # 407.688.5061 Fax # 407.688.5152 Debbie.Blanton@sanfordfl.eov www.sanfordfl.eov PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. CITY OF SANFORD BUILDING & FIRE PREVENTION Ie PERMIT APPLICATION g 2017 . JUL0 - Application No. gY: Documented Construction Value: S 02 31q g53•'p Job Address: 436 Vltd IZM4L La K.0, Historic District: Yes No 0 Parcel 1D:. .21-19-30- 510 -0000- M0 Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE LOT NUMBER: 14-1 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email:daphne({ Perm itsPermitsPermits.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: 407-257-0940 Street: 151 SOUTHHALL LANE #200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 L0 Architect/Engineer Information Name: Phone: 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 Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A 1 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 Revised: June 30, 2015 Permit Application N ITICI3: 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. G azure of Owner/Agent ale TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of N a at 'lorida DOC o rar vu D. A. CLARK MY cOMMISSION I FF 209108 EXPIRES: June 27, - 64 ewe 1hru Wild Noury 501199 Owner/Agent is YF Perstnally Known to Me or Produced ID N/A Type of ID St alureol'Comractor/Agent a JOHN ASA WRIG T Prins Contra/: 0 ame Signature o o ary-Stale of 1'Iorldaa e Iot'"",:` wscp D. A. CLARK MY COMMISSION I FF 2D9108 EXPIRES: June 27, 2019 aided Thru B*et Notary Sv*m Contractor/Agent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical a Mechanical [r Plumbing[? Gas[] Roof Construction Type:Occupancy Use: TZ.3 Flood Zone: k -5E1. A-rTACHED Total Sq Ft of Bldg: aJ a-1 Min. Occupancy Load: « # of Stories: -4- New Construction: Electric - # of Amps, 200 Fire Sprinkler Permit: Yes No 0 # of Heads APPROVALS: ZONING% UTILITIES: ENGINEERING: wry 7.ZS-17 FIRE: Ok to construct single family homeCOMMENTS: _ with setbacks and impervious area shown on plan. Plumbing - # of Fixtures, Fire Alarm Permit: Yes Nog WASTE WATER: BUILDING: W7 9' 24• r7 Revised: June 30, 2015 Permit Application ACITY OF SANFORDFILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ oZa OQU I B JU{{ Job Address: Lt3w d R4u e— Lq1a,.e. Historic District: Yes No Parcel ID:. 21-19-30- SIO -0000= 1410 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move FW SING F FAMILY HOME THORNERROOK PHASEDescriptionofWork: rruv i - LOT NUMBER : 14 - Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: ddaUhne@PermitsPermitsPermits.com 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 Phone: 407-257-6940 Street: 151 SOUTHHALL LANE #200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A 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 HAPROVEMENTS 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: 51b Edition (2014) Florida Building Code Permit Application Revised: June 30, 2015 . NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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. A' Z / G ature of Owner/Agent ate TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of N a at lorida e q,ARKO MY COM JI•ISSION IS FF 209108EXPIRES: June 27'2019 y Bonde011iruBud9elNofaryServkes Owner/Agent is yF Per%nally Known to Me or Produced ID N/A Type of ID w Si ture of Contractor/Agent -all JOHN ASA WRIG T Print Contractor/ a Name Signature o otary-State of Florida a e D. A. CLARK MY COMMISSION i FF 209106 EXPIRES: June 27-2019 go WlbruB*elNOUNSV*A Contractor/Agent is YES Personally Known to Me or Produced 1D -NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical F1 Mechanical ElPlumbing Gas Roof El ccu anOUse: Flood Zone: Construction Type: Occupancy 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: ES WASTE WATER: ENGINEERING: COMMENTS: Revised: June 30, 2015 FIRE: BUILDING: Permit Application I O 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: 436 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-1470 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) 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: N 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# 17-2038 Reviewed by: Michael Cash, CFM Date: July 25, 2017 0 0 C O Application for Right -of -Way Usee for Driveway, Walkway & Landscape L8 7 D,9 Department of Planning & Development Services n10 300 North Park Avenue. Sanford, Florida 32771wwweonforon.gw Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. a- M"Boar Lor I( I,^ Calleetonre see..Tmbelow. i r ndla 1. Project Location/Address: 63-f- 2. Proposed Activity: Driveway E]Walkway M Other: 3. Schedule of Work: Start Date C`,, V t / Coomplpletion Date Emergency Repairs 4. Brief Description of Work: ` IA A7 Aanl/ &FA This application is submitted by. Property Owner. Signature: Print Name: A1_ nv / URAV MI& S Address: ISI 44AWAM MA AO 1q, ts -- 1Phone: 40-? (6g40 Fax- a1c nhn @_P&rlmi I>SRl nOlQlli Date: t l ti Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of rightof-way adjacent thereto. Requestor may, with written City authorization, remove said installatioKmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area In accordance with previously stated criteria, or completely restore the right-ol-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requesters property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnity, and hold harmless the City, its counrdlpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the Citys rlght-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext 6401.24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: p -n— w w Row use Odvwmy.pdf SCPA Parcel View: 21-19-30-510-0000-1470 http://parceldeta i l.scpafl.org/Parcel Detai l] n fo.aspx?Pl D=2119305100... A c FA Prooerty Record Card Parcel: 21-19-30-510-0000-1470 Owner. TAYLOR MORRISON OF FL INC Property Address: 436 RED ROSE LN SANFORD, FL 32771 Parcel Information Parcel 21-19-30-510-0000-1470 Owner TAYLOR MORRISON OF FL INC Property Address 436 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Depreciated Bldg Value Value Summary Taxing Authority Assessment Value Exempt Values 2017 Wbrking Values 2016 Certified Values Portability Adj Valuation Method Cost/Market CostlMarket 4 Number of Buildings 0 0 City Sanford Depreciated Bldg Value 0 0 0 Depreciated EXFT Value 0 0 County Bonds Land Value (Market) 26,050 0 Land Value Ag Amendment 1 Adj $12,784 0 JusVMarket Value — 26,050 0 Taxing Authority Assessment Value Exempt Values Taxable Value Portability Adj 0 s0 13,266 4 26,050 0 26,050 City Sanford 13,266 0 Save Our Homes Adj $0 0 13,266 0 13,266 County Bonds 13,266 0 13,266 Amendment 1 Adj $12,784 0 P&G Adj s0 0 149 148 TR L1¢7 99 98 97 s13.286u* o Tax Amount without SOH: $0.00 NN J N O i N O J N O J N O J N O ON 2018TaxBillAmountx.00 Tax Estimator Save Our Homes Savings. $D.00 61.60 40 35 50 40 40 40 Does NOT INCLUDE Non Ad Valorem Assessments — _— Seminole County GIS - Legal Description LOT 147 THORNBROOKE PHASE 4 PS 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 13,266 s0 13,266 Schools 26,050 0 26,050 City Sanford 13,266 0 13,266 SJWM(Saint Johns Water Management) 13,266 0 13,266 County Bonds 13,266 0 13,266 Description Date Book Page Amount Qualified Vac/Imp No Sales i Find Comparable Sales Land i Method Frontage Depth Units Units Price Land Value LOT 1 $26,050.00 $26,050 Building Information Permits 1 of 2 7/6/17, 11:17 AM REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT 1 Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power (TUG) Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 Address: -4%3G 17f- Qns& ELECTRiGAL PERMIT 1 Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final manglahn 1 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final LM RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Na,Te: Lot 147Th9q%nnbrookeDapheneIIIAGLN r (A Builder Name: T LOpR IyIORRISON HOMESUStreet. 3 (* 4-e K.OjG / rte- 3yI'l ( City, State, Zip: FL, S FOY rPermit Permit Office: j(It O 3Numberll``F 6 Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9, Wall Types (2805.0 sqft ) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=130 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1222 70 1`17 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 205.33 fiT 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1453.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1453.00 117 6. Conditioned floor area above grade (ft°) 2600 b. N/A R= ft' Conditioned floor area below grade (fi') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(402.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 290.6 a U -Factor. Dbl, U=0.34 330.68 fi' b. Sup. Attic, Ret: 2nd Floor, AH: 2nd Floor 6 229.4 SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 72.00 fi° 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER -16.00 b. Central Unit 18.0 SEER -16.00 c. U -Factor: N/A H' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:9.00 SHGC: b. Electric Heat Pump 17.5 HSPF•8.50 Area Weighted Average Overhang Depth- 6.612 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2600.0 sqft) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1453.00 ft' 9 b. Conservation features b. Floor Over Other Space R=0.0 1147.00 ft7 None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.155 Total Proposed Modified Loads: 66.65 PASSTotalBaselineLoads: 75.31 1 hereby certify that the plans and specifications covered by Review of the plans and S7q this calculation are in compliance with the Florida Energy specifications covered by this O gHE Code. - calculation indicates compliance yam.,,,''' ,.--', •s+ OwiththeFloridaEnergyCode. an PREPARED BY: 7_44mst Before construction is completed u1 DATE: _ 6/12/17 _ . __ _ this building will be inspected for y compliance with Section 553.908 I hereby certify that this building, as d igned, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: __ _.__ _ __ ip % BUILDING OFFICIAL: DATE: -! DATE: __ _- _ _ _ _ f - Z9./. 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. 6/12/2017 1:40 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Pagel of 5 FORM R405-2014 6/12/2017 1.40 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lotl47ThornbrookeDaphenell Bedrooms: 4 Address Type: Street Address Building Type- User Conditioned Area: 2600 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: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-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, Orlando FL ORLANDO_INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1453 13512.9 2 Block2 1147 10323 SPACES Number Name _ Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1453 13512.9 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1147 10323 No 0 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 1st Floor 130.9 ft 0 1453 ft= 0.53 0 0.47 2 Floor Over Other Space 2nd Floor ____ ____ 1147 ft' 0 0 0 1 ROOF J 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 1625 ft' 364 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 1453 ft' N N 6/12/2017 1.40 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 6/12/2017 1.40 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 30 Blown 1453 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below aY Omt_ To Wall_T_ype__ __ _ Space R -Value_._ Ft_ In__ _Ft._.In._. Area ____ R-Value._Fraction__ Absor.._Grade% 1 N Exterior Frame - Wood 2nd Floor 13 40 0 9 0 3600 R' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 18 0 9 4 168.0 ft' 0 0 0.6 0 3 W Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328.5 ft' 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul 1st Floor 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 W 0 0 0.6 0 7 E Exlenor Frame - Wood 2nd Floor 13 36 6 9 0 328.5 ft' 0 023 0.6 0 8 E Extenor Concrete Block - Int Insul 1st Floor 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 22 0 9 4 205.3 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In ---Ft--- In 1 Wood 1st Floor None 25 2 8 6 8 17.8 ft' 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 n 1 Metal Low -E Double Yes 0.34 0.31 10.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 2 n 1 Metal Low -E Double Yes 0.34 031 30.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 3 n 2 Metal Low -E Double Yes 0.34 031 24.0 ft' 9 It 0 in 0 ft 10 in None None 4 n 2 Metal Low -E Double Yes 0.34 0.31 39.1 ft' 9 ft 0 in 0 ft 6 in None None 5 n 2 Metal Low -E Double Yes 0.34 0.31 8.0 ft' 9 ft 0 in 0 ft 10 in None None 6 W 4 Metal Low -E Double Yes 0.34 0.31 19.4 ft' 1 ft 0 in 11 ft8 in None None 7 s 5 Metal Low -E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 8 s 5 Metal Low -E Double Yes 0.34 0.31 22.2 ft' 1 ft 0 in 1 ft 6 in None None 9 s 6 Metal Low -E Double Yes 0.34 0.31 97.1 ft' 11 ft 0 in 0 ft 0 in None None 10 s 6 Metal Low -E Double Yes 0.58 0.32 72.0 ft' 11 ft0 in 0 ft 0 in None None 11 E 7 Metal Low -E Double Yes 0.34 0.31 15.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 12 E 8 Metal Low -E Double Yes 0.34 0.31 16.3 ft' 1 ft 0 in 11 ft8 in None None 13 E 8 Metal Low -E Double Yes 0.34 0.31 19.5 ft' 1 ft 0 in 11 ft 8 in None None 6/12/2017 1.40 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 6/12/2017 1:40 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height - Exposed Wall Insulation _ 1 477 W 477 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1986.3 109.05 20508 .2618 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF.9 21.8 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.5 17.5 kBtu/hr 2 sys#2 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 2 Central Unit None SEER: 16 18 kBtu/hr cfm 0.75 2 sys#2 HOT WATER SYSTEM System Type SubType Location EF _Cap Use SetPnl_ Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Carl # Company Name System Model # Collector Model # Area Volume FEF None None ft' --- -- - - -- DUCTS Supply ---- Return -- Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 290.6 ft Attic 72.65 ft Default Leakage Garage (Default) (Default) 1 1 2 Attic 6 229.4 ft 2nd Floor 57.35 ft Default Leakage 2nd Floor (Default) (Default) 2 2 6/12/2017 1:40 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 6/12/2017 1:40 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans- Coolingjj Heatin Jan Xl Jan rjFeb Feb Mar X Mar r[ ]A r Apr I]] Ma May jjX Jun j ] Jun X] Jul4 ] Jul Au[ IXI Au X] Se r Sep [ Oct Oct j Nov jX] Nov r j Dec jX] Dec Vantin Jan Febll XJ Mar A rlel May 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 6/12/2017 1:40 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 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 Single-family a. Frame - Wood, Exterior R=13.0 1377.00 fl' b. Concrete Block - Int Insul, Exterior R=4.1 1222.70 H' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 205.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1453.00 ft' 6. Conditioned floor area (ft') 2600 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U -Factor: Dbl, U=0 34 330.68 ft' 11 Ducts a. Sup: Attic, Ret: Attic, AH: Garage R ft' 6 290.6 SHGC: SHGC=0.31 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 229.4 b. U -Factor: Dbl, U=0.58 72.00 ft' SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft' a. Central Unit 252 SEER:16.00 SHGC: b. Central Unit 180 SEER.16.00 d. U -Factor: N/A ft' SHGC: 13. Heating systems kBlu/hr Efficiency a Electric Heat Pump 21.8 HSPF:9.00 Area Weighted Average Overhang Depth: 6.612 ft. b. Electric Heat Pump 17.5 HSPF:8.50 Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1453.00 ft a. Electric Cap: 50 gallons EF: 0.95 b. Floor Over Other Space R=0.0 1147.00 ft' c. N/A R= 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: '-43% B% r C. t91 City/FL Zip: ('Q,H,w W 3 }'Yt j THE STq M}= arrO 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. 6/12/2017 1:40 PM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report w omntmw Zone 1 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: LotlMhombrookeDap... Date: 5/28/2015 By: FJF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Actual airflow: Cooling Equipment Sensible capacity: 19068 Btuh Design Conditions 3156 Btuh Total capacity: 22224 Btuh Outdoor design DB: 92.5°F Sensible gain: 17125 Btuh Entering coil DB: 75.6°F Outdoor design WB: 76.3°F Latent gain: 2385 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 19510 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Actual airflow: 840 cfm Sensible capacity: 19068 Btuh Latent capacity: 3156 Btuh Total capacity: 22224 Btuh Design Conditions Outdoor design DB: 41.7°F Indoor design DB: 70.0°F Model: 14H PX-024-230-19+CBX27U H-024-230'++TD R 111% of load 132% of load 114% of load SHR: 860/6 Heat loss: 17175 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Entering coil DB: 69.4°F Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22387 Btuh 130% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.9 kW 117% of load Temp. rise: 66 OF Meets are all requirements of ACCA Manual S. Wri htSoft' 2017 -Jun -12 14:20:01 9 Right-SuilsO Universal 2017 17 0 16 RSU24011 Page 1 henelllAGLN\Lot147ThombrookeDaphenelllAGLN rup Calc = MJ8 House laces: N DEL -AIR Manual S Compliance Report Job: LotlMhornbrookeDap... IEArNU wIm1/101 IG Date: 5/28/2015 Zone 2 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: 92.5°F Sensible gain: 13107 Btuh Entering coil DB: 78.5°F Outdoor design WB: 76.3°F Latent gain: 2567 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 15674 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-018-230A20+CBX27UH-018-230'++TDR Actual airflow: 600 cfm Sensible capacity: 14418 Btuh 110% of load Latent capacity: 2743 Btuh 107% of load Total capacity: 17160 Btuh 109% of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 41.7°F Heat loss: 11293 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Entering coil DB: 68.9°F Manufacturer: Lennox Model: 14HPX-018-230A20+CBX27UH-018-230'++TDR Actual airflow: 600 cfm Output capacity: 16563 Btuh 1470/6 of load Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 3.2 kW 97% of load Temp. rise: 17 OF Meets are all requirements of ACCA Manual S. Wrl htSOft' 2017 -Jun -1214:20.01 A 9 Right -Suite® Universal 2017 17 0 16 RSU24011 Page 2 henelllAGLN\Lot147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House laces: N WDEL-AIR Component Constructions 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: Lot147ThombrookeDap... Date: 5/28/2015 By: FJF Location: Area Indoor: Heating Orlando Intl AP, FL, US Loss Indoor temperature (°F) 70 Elevation: 95 ft M Design TD (°F) 28 Latitude: 280N Bwh Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 Dry bulb (°F) 42 93 Infiltration: 908 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 Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int 1nsh, 2"x6" 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 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood Irm, 16" o.c. stud Cooling 75 18 50 46.4 Or Area U -value Insul R Htg HTM Loss Clg HTM Gain window ht, 0.83 ft sep.); 6.67 ft head ht M Btuh/h •F h'••F/BNh Bluhml Bwh Bwh/Ir Bwh n 320 0.091 13.0 2.58 824 2.84 908 e 314 0.091 13.0 2.58 807 2.84 890 s 308 0.091 13.0 2.58 793 2.84 873 W 329 0.091 13.0 2.58 846 2.84 932 all 1270 0.091 13.0 2.58 3270 2.84 3603 n 97 0.201 0 5.69 552 5.27 512 e 305 0.201 0 5.69 1734 5.27 1608 s 204 0.201 0 5.69 1161 5.27 1076 W 321 0.201 0 5.69 1827 5.27 1694 all 927 0.201 0 5.69 5273 5.27 4890 Windows 2A-2om: 2 glazing, Or low -e ouir, air gas, mill no brk Irm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 n ft overhang (5 ft window ht, 1.5 ft sep.): 6.67 ft head ht e 187 S 13.0 all 10C -m: 2 glazing, Or low -e outr, air gas, mil no brk Irm mat, Or innr, n 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.31); 9 It overhang (8 ft n window ht, 0.83 ft sep.); 6.67 ft head ht all 2A-2om: 2 glazing, clr low -e outr, air gas, mil no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 It overhang (6.3 ft 106 window ht, 0.5 ft sep.), 6.67 ft head ht 0.340 2A-2om: 2 glazing, Or low -e outr, air gas, mil no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.3 ft 10.6 window ht, 11.67 ft sep ); 6.67 ft head ht 15 2A-2om: 2 glazing, Or low -e ouir, air gas, mil no brk frm mat, Or innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.3 It W window ht, 11.67 ft sep.); 6.67 ft head ht all 187 0.091 13.0 2.58 483 1.44 270 10 0.340 0 9.62 96 10.6 106 30 0.340 0 9.62 289 10.6 317 15 0.340 0 9.62 144 30.4 455 30 0.340 0 9.62 289 10.9 328 85 0.340 0 9.62 818 14.2 1206 24 0.340 0 9.62 231 8.71 209 8 0.340 0 9.62 77 12.4 99 32 0.340 0 9.62 308 9.64 308 39 0.340 0 9.62 374 12.4 483 16 0.340 0 9.62 157 35.7 584 19 0.340 0 9.62 187 35.7 694 19 0.340 0 9.62 187 35.7 694 39 0.340 0 9.62 374 35.7 1388 C Wrl ht$oft• 2017 -Jun -1214:20:01 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 henelllAGLN\Lo1147ThornbrookeDaphenelllAGLN rup Calc = MJ8 House laces: N r 2B -21m: 2 glazing, clr low -e outr, air gas, mtl no brk Irm mat, cir innr, s 22 0.340 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (3.7 If window ht, 1.5 If sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low -e outr, air gas, mtl no brk Irm mat, cir innr, 5 97 0.340 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 11 ft overhang (6.3 It window ht, 0 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low -e outr, air gas, mtl no brk Irm mat, clr innr, s 72 0.580 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 If sep.); 6.67 It head ht Doors 0 9.62 214 12.4 276 0 9.62 935 12.4 1208 0 16.4 1182 16.8 1213 11 D0: Door, wd sc type n 18 0.390 0 11.0 196 12.0 213 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1460 0.032 30.0 0.91 1322 1.74 2535 gypsum board int tnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 131 0.989 0 28.0 3664 0 0 Wrl htsOR` 2017 -Jun -12 14:20:01 A 9 Righl-Suite® Universal 2017 17 0 16 RSU24011 Page 2 henelliAGLN%Lo11477hornbrookeDaphenelllAGLN.rup Calc - MJ6 House laces: N Component Constructions Job: Lot147ThornbrookeDap! DEL-AIR ... Date: 5/28/2015 HUM -"pCOMM101111110 Zone 1 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: Or Indoor: Heating Cooling Orlando Intl AP, FL, US Loss Indoor temperature (°F) 70 75 Elevation: 95 ft III Design TD (°F) 28 18 Latitude: 28°N BWh/IP Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: n 97 Daily range (°F) - 17 ( M) Method Simplified 5.27 Wet bulb (°F) - 76 Construction quality Average 0.201 Wind speed (mph) 15.0 7.5 Fireplaces 0 1608 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 0 9.62 III BWh/ht•-F 11T--F4iWh Bluh/II' BWh BWh/IP Bluh Walls 12.4 99 32 0.340 0 9.62 308 9.64 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 97 0.201 0 5.69 552 5.27 512 board int Insh a 305 0.201 0 5.69 1734 5.27 1608 9.62 S 204 0.201 0 5.69 1161 5.27 1076 35.7 W 321 0.201 0 5.69 1827 5.27 1694 97 all 927 0.201 0 5.69 5273 5.27 4890 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood Irm, 16" o.c. stud Windows 10C -m: 2 glazing, clr low -e ouir, air gas, mtl no brk Irm mat, Or innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 ft overhang (8 ft n window ht, 0.83 ft sep.); 6.67 It head ht all 2A-2om: 2 glazing, clr low -e ouir, air gas, mil no brk frm mat, Or innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 it overhang (6.3 ft window ht, 0.5 ft sep.), 6.67 ft head ht 2A-2om: 2 glazing, Or low -e ouir, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (5.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low -e ouir, air gas, mtl no brk trm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.3 ft W window ht, 11.67 ft sep.); 6.67 ft head ht all 2A-2om: 2 glazing, clr low -e ouir, air gas, mtl no brk Irm mat, Or innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 11 ft overhang (6.3 It window ht, 0 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low -e ouir, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 ft sep.), 6.67 ft head ht Doors 11 DO: Door, wd sc type n 187 0.091 13.0 2.58 483 1.44 270 24 0.340 0 9.62 231 8.71 209 8 0.340 0 9.62 77 12.4 99 32 0.340 0 9.62 308 9.64 308 39 0.340 0 9.62 374 12.4 483 16 0.340 0 9.62 157 35.7 584 19 0.340 0 9.62 187 35.7 694 19 0.340 0 9.62 187 35.7 694 39 0.340 0 9.62 374 35.7 1388 97 0.340 0 9.62 935 12.4 1208 72 0.580 0 16.4 1182 16.8 1213 18 0.390 0 11.0 196 12.0 213 C Wrl htsOR' 2017 -Jun -1214:20:01 Righl-Suite® Universal 2017 17.0.16 RSU24011 Page 3 henelllAGLN\Lo1147ThornbrookeDaphenelllAGLN rup Calc = MJ8 House laces: N Ceilings none) Floors 22A-ipl: Bg floor, light dry soil, on grade depth 131 0.989 0 28.0 3664 Wrl htSOft• 20,7-Jun•12 14:20:01 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 4 hene111AGLN%Lot147ThornbrookeDaphenelllAGLN rup Calc = MJ8 House faces. N Component Constructions Job: Lo1147ThombrookeDap... I DEL --AIR Zone2 Byte: FJF/2015 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 3esion Conditic Location: Area Indoor: Heating Cooling Orlando Intl AP, FL, US Clg HTM Indoor temperature (°F) 70 75 Elevation: 95 ft k •FBWh Design TD (°F) 28 18 Latitude: 28°N n Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 2.58 807 Daily range (°F) - 17 ( M) Method Simplified 0.091 Wet bulb (°F) - 76 Construction quality Average 873 Wind speed (mph) 15.0 7.5 Fireplaces 0 2.58 Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions none) Windows 2A-2om: 2 glazing, Or low -e ouir, air gas, mil no brk trm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft overhang (5 ft window ht, 1.5 It sep.); 6.67 ft head ht 2B -21m: 2 glazing, Or low -e outr, air gas, mil no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3.7 ft window ht, 1.5 If sep.); 6.67 ft head ht Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int Insh Floors none) Or Area U -value Insul R Htg HTM Loss Clg HTM Gain n h' BWh/ha--F k •FBWh 81uh/112 BWh BWhffl BWh n 320 0.091 13.0 2.58 824 2.84 908 e 314 0.091 13.0 2.58 807 2.84 890 s 308 0.091 13.0 2.58 793 2.84 873 W 329 0.091 13.0 2.58 846 2.84 932 all 1270 0.091 13.0 2.58 3270 2.84 3603 n 10 0.340 0 9.62 96 10.6 106 n 30 0.340 0 9.62 289 10.6 317 e 15 0.340 0 9.62 144 30.4 455 s 30 0.340 0 9.62 289 10.9 328 all 85 0.340 0 9.62 818 14.2 1206 5 22 0.340 0 9.62 214 12.4 276 1460 0.032 30.0 0.91 1322 1.74 2535 C twrii htsofR' 2017 -Jun -12 14:20:01 A9 Right -Suite® Universal 2017 17 0 16 RSU24011 Page 5 henelllAGLN\Lo1147ThombrookeDaphenelllAGLN.rup Calc . MJ8 House laces: N DEL -AIR Project Summary Job: Lotl47ThombrookeDap... Date: 5/28/2015 ro16 • u 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 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 8/25/16 JA Design Information Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 24243 Btuh Ducts 4225 Btuh Central vent (0 cfm) 0 Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Use manufacturer's data Relative humidity 50 Moisture difference 46 gr/Ib Sensible Cooling Equipment Load Sizing Structure 24140 Btuh Ducts 6091 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28468 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30232 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3946 Btuh Ducts 1006 Btuh Central vent (0 cfm) 0 Btuh Heating Area Cooling ftz 2600 260 Equipment latent load 4952 Btuh Volume (ft3) 26762 26762 Air changes/hour 0.41 0.21 Equipment total load 35184 Btuh Equiv. AVF (cfm) 183 94 Req. total capacity at 0.70 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsofFt• 2017 -Jun -1214.20019Righl-Suile® Universal 2017 17.0.16 RSU24011 Page 1 henelllAGLN%Lo1147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House faces: N Project Summary Job: Lotl4TrhombrookeDapRDEL-AIR ... Date: 5/28/2015 RMO- Yt C0I 0 Zone 1 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 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 8/25/16 JA Weather: Orlando Intl AR 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/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15613 Btuh Structure 15568 Btuh Ducts 1561 Btuh Ducts 1557 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17175 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17125 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2385 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Area Heatinjg coolin none) W 1453 1453 Equipment latent load 2385 Btuh Volume (ft3) 13622 13622 Air changes/hour 0.38 0.19 Equipment total load 19510 Btuh Equiv. AVF (cfm) 86 44 Req. total capacity at 0.75 SHR 1.9 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 @ 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 0.049 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 35 OF Backup: Input = 6 kW, Output = 20046 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsof 2017 -run -1214 20 019Righl-Suite® Universal 2017 17 0 16 RSU24011 Page 2AOCk ..henelliAGLN%LO114TrhornbrookeDaphonelliAGLN.rup Calc - MJ8 House laces N w, DEL -AIR Project Summar Job: LotlMhombrookeDap... Y Date: 5/28/2015 tl "s -AM o Zone 2 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 Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 8/25/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 8629 Btuh Ducts 2664 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 11293 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (W) 1147 1147 Volume (ft3) 13140 13140 Air changes/hour 0.44 0.23 Equiv. AVF (cfm) 97 50 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-018-23OA20 AH R I ref 7524632 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Temperature rise 27 OF Relative humidity 50 Moisture difference 46 gr/Ib Sensible Cooling Equipment Load Sizing Structure 8572 Btuh Ducts 4535 Btuh Central vent (0 cfm) 0 Btuh none) 0.84 Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 13107 Btuh Latent Cooling Equipment Load Sizing Structure 1560 Btuh Ducts 1006 Btuh Central vent (0 cfm) 0 Btuh none) Btuh Temperature rise 27 OF Equipment latent load 2567 Btuh Equipment total load 15674 Btuh Req. total capacity at 0.75 SHR 1.5 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-018-23OA20 Coil CBX27UH-018-230'++TDR AHRI ref 7524632 Efficiency 8.5 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 13500 Btuh Heating output 17500 Btuh @ 47°F Latent cooling 4500 Btuh Temperature rise 27 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O thermostat Load sensible heat ratio 0.84 ICapacityPont = 31 °F Backup: Input = 3 kW, Output = 10970 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrii htsofft' fg 2017•Jun-1214:2001 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 3 ACCO' ...henelllAGLN\LoI147ThornbrookeDaphenelllAGLN rup Calc - MJ8 House laces: N DEL -AIR Right -J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277`1,FhND/T ION665 107.333.3853 Web: WWW.DEL-AIR COM Job: Lot 147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name Entire House Zone 1 2 Exposed wall 283.9 It 130.9 It 3 Room height 92 It 9.3 It 4 Room dimensions 5 Room area 2920.0 ft2 1460.0 It2 Ty Construction U -value Or HTM Area (112) Load Area (f12) Load number Bluh/It2-°F) Bi fig or perimeter (ft) BI h) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VV 12C-0sw 0.091 n 258 2.84 360 320 824 908 0 0 0 0 G2A-2om 0.340 n 9.62 10.58 10 0 96 106 0 0 0 0 2A-2om 0 340 n 9.62 1058 30 0 289 317 0 0 0 0 13A-2ocs 0.201 n 69 5.27 168 97 552 512 168 97 552 512 11 T5 10C -m 0 340 n 9.62 8.71 24 0 231 209 24 0 231 209 2A-2om 0 340 n 9.62 12.44 39 0 374 483 39 0 374 483 2A-2om 0.340 n 962 12.44 8 0 77 99 8 0 77 99 t 12C-0sw 0.091 a 2.58 2.84 329 314 807 890 0 0 0 0 G 2A-ZDm 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 13A-2ocs 0.201 a 5.69 5.27 341 305 1734 1608 341 305 1734 1608T=2 2A-BDm 0.340 a 9.62 35.73 16 0 157 584 16 0 157 584 I;_` G 2A-2om 0.340 a 9.62 35.73 19 0 187 694 19 0 187 694 Vj/ 12C-0sw 0.091 s 2.58 2.84 360 308 793 873 0 0 0 0 L--(fi 2A-2om 0.340 s 9.62 10.93 30 47 289 328 0 0 0 0 2B -21m 0.340 s 9.62 12.44 22 44 214 276 0 0 0 0 13A-2ocs 0.201 s 5.69 5.27 373 204 1161 1076 373 204 1161 1076 2A-2om 0 340 s 9.62 1244 97 194 935 1208 97 194 935 1208 2A-2omd 0.580 s 1641 16.85 72 144 1182 1213 72 144 1182 1213 W 12C-0sw 0 091 w 2.58 284 329 329 846 932 0 0 0 0 Y 13A-2ocs 0201 w 5.69 5.27 341 321 1827 1694 341 321 1827 1694 GY --G 2A-2om 0 340 w 9.62 3573 19 0 187 694 19 0 187 694 q 12C-0sw 0.091 2.58 1.44 205 187 483 270 205 187 483 270 D 11D0 0.390 n 11.04 11.99 18 18 196 213 18 18 196 213 C 16B-30ad 0 032 0.91 1.74 1460 1460 1322 2535 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 1460 131 3664 0 1460 131 3664 0 6 c) AED excursion 0 0 Envelope loss/gain 18570 18178 12946 10558 12 a) Infiltration 5673 1797 2668 845 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 5 1150 Appliances/other 3015 3015 Subtotal (lines 6 to 13) 1 24243 24140 15613 15568 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 24243 24140 15613 15568 15 Duct loads 1 171/6 251/6 4225 6091 101/6 101/6 1561 1557 Total room load 28468 30232 17175 17125 Air required (cfm) 1440 1440 1 1 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41--. wrightsoft' Right-Suile® Universal 2017 17.0.16 RSU24011 2017 Jun 12 14 Page 1 henelllAGLN\Lot147ThornbrookeDaphenelllAGLN.rup Calc - MJ8 House faces, N RDEL-AIR Right -J® Worksheet NRM-MEntire House DEL -AIR HEATING & AIR hone: 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot 147ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name Zone 2 2 Exposed wall 153.0 It 3 Room height 9.0 It 4 Room dimensions 5 Room area 1460.0 ft° Ty Construction U -value Or HTM Area (I/2) Load Area Load number Btuh/112•°F) BI fig or penmeler (11) St h) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VII 12C-Osw 0.091 n 2.58 2.84 360 320 824 908 2A-2om 0.340 n 9.62 10.58 10 0 96 106 2A-2om 0.340 n 9.62 10.58 30 0 289 317 13A.2ocs 0.201 n 5.69 5.27 0 0 0 0 11 G 1OC-m 0.340 n 9.62 8.71 0 0 0 0 2A•2om 0.340 n 9.62 12.44 0 0 0 0 2A-2om 0 340 n 9.62 12.44 0 0 0 0 12C-Osw 0 091 a 2.58 2.84 329 314 807 890 2A-2om 0 340 a 9.62 30.36 15 0 144 455 13A-2ocs 0201 a 5.69 527 0 0 0 0T2A-2om 0 340 a 9.62 35.73 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 VLS12C-Osw 0.091 s 2.58 2.84 360 308 793 873 2A-2om 0.340 s 9.62 10.93 30 47 289 328 28-21m 0.340 s 9.62 12.44 22 44 214 276 Vy 13A-2ocs 0.201 s 5.69 5.27 0 0 0 0 Ci 2A-2om 0.340 s 9.62 12.44 0 0 0 0 11 2A•2omd 0.580 s 16.41 1685 0 0 0 0 W 12C-Osw 0.091 w 2.58 2.84 329 329 846 932 Y 13A-2ocs 0.201 w 5.69 5.27 0 0 0 0 CG 2A-2Dm 0.340 w 9.62 35.73 0 0 0 0 q 12C-Osw 0 091 2.58 1.44 0 0 0 0 D 1D0 0.390 n 11.04 11.99 0 0 0 0 C 16B•30ad 0.032 0.91 1 74 1460 1460 1322 2535 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 5624 7620 12 a) Infiltration 3006 952 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 8629 8572 Less external load 0 0 Less transfer 0 0 ReoSslnbulion 0 0 14 Subtotal 8629 8572 15 Duct loads 31% 53'/0 1 2664 4535 Total room load 112931 13107 Air required (cIm) 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A 41- Wrightso t- Right-Suile® Universal 2017 17.0.16 RSU24011 2017 -Jun -12 14:20:01 Page 2 henelliAGLN\Lo1147ThornbrookeDaphenelllAGLN.rup Calc - MJ8 House faces: N j DEL-AIR Right -J® Worksheet Nuffm - ar cotmroroe Zone 1 DEL -AIR HEAT(IING & AIR 531 CODISCO WAY, SANFORD, FL 327Cone ND407IQN2665965Fax• 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lo1147ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name Zone 1 mstr rm 2 Exposed wall 130.9 It 28.5 11 3 Room height 9.3 It 9.3 It heal/cool 4 Room dimensions 1.0 x 249.8 It 5 Room area 1460 0 Ile 249.8 112 Ty Construction U -value Or HTM Area (119 Load Area (I12) Load number BtulVliz°F) BI 112) 1 or perimeter (II) Btuh) or perimeter (II) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 VI/ 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0201 n 569 527 168 97 552 512 0 0 0 0 11 10C -m 0 340 n 962 871 24 0 231 209 0 0 0 0 2A-2om 0.340 n 9.62 12.44 39 0 374 483 0 0 0 0 2A-2om 0 340 n 962 1244 8 0 77 99 0 0 0 0 y/ 12C-Osw 0 091 a 0.00 000 0 0 0 0 0 0 0 0 I --G 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0201 e 569 527 341 305 1734 1608 149 130 739 685 2A•2om 0 340 e 962 3573 16 0 157 584 0 0 0 0 2A-2om 0 340 a 962 35.73 19 0 187 694 19 0 187 694 1 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 I --G 2A•2om 0 340 s 000 000 0 0 0 0 0 0 0 0 C 2B -21m 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 5.27 373 204 1161 1076 117 58 332 308 2A-2om 0 340 s 962 12.44 97 194 935 1208 58 58 561 725 2A-2omd 0.580 s 16.41 16.85 72 144 1182 1213 0 0 0 0 W 12C-Osw 0 091 w 000 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0201 w 569 5.27 341 321 1827 1694 0 0 0 0 2A-2om 0 340 w 962 35.73 19 0 187 694 0 0 0 0 q 12C-Osw 0.091 2.58 1.44 205 187 483 270 0 0 0 0 D 11D0 0 390 n 11.04 11.99 18 18 196 213 0 0 0 0 C 16B-30ad 0 032 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 1460 131 3664 0 250 29 798 0 6 c) AED excursion 0 65 Envelope loss/gam 12946 105% 2616 2346 12 a) Inlitlration 2668 845 580 184 b) Room ventilabon 0 0 0 0 13 Inlemal gains. Occupants @ 230 5 1150 1 230 Appliances/other 3015 600 Subtotal (lines 6 to 13) 15613 15568 3196 3360 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15613 15568 3196 3360 15 Duct loads 1 10^/0 10'/0 1561 1,557 10^/0 10'/0 320 336 Total room bad 17175 17125 3516 X% Air required (cim) 840 8401 1 172 181 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A - Fk wright50ft- Right-SuileO Universal 2017 17.0.16 RSU24011 2017 -Jun -12 1 Page 3 henelllAGLN\Lot147ThombrookeDaphenelllAGLN rup Calc = M,18 House laces. N DEL -AIR mr • v uororo Right -J® Worksheet Zone 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277C1{;hND40 ION26NCFax: 407-333-3853 Web- WWW.DEL-AIR.COM Job: Lot147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name ms b1h mstr wic 2 Exposed wall 10.9 it 9.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 111.3 It 1.0 x 47.0 11 5 Room area 111.3 It2 47.0 112 Ty Construction U -value Or HTM Area (112) Load Area (112) Load number BluNfl2.OF) 81 f12) or perimeter (It) BI h) or perimeter (It) Bluh) Heal Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 L 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 IL ---1[ i 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 13A.2ocs 0.201 n 5.69 5.27 0 0 0 0 0 0 0 0 11 1OC-m 0.340 n 9.62 8.71 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 V 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 rl 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.69 5.27 103 86 491 455 89 89 504 468 2A-2om 0.340 a 962 35.73 16 0 157 584 0 0 0 0 2A-2om 0.340 a 962 35.73 0 0 0 0 0 0 0 0 Vjl 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 C 2B -21m 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 s 5.69 5.27 0 0 0 0 0 0 0 0 2A-2om 0 340 s 9.62 12.44 0 0 0 0 0 0 0 0 Lam_ 2A-2omd 0.580 s 16.41 16.85 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 Vjl 13A-2ocs 0.201 w 5.69 5.27 0 0 0 0 0 0 0 0 C 2A-2om 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.58 1.44 107 107 276 155 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 111 11 306 0 47 10 266 0 6 c) AED excursion 61 10 Envelope loss/gain 1230 1255 770 457 12 a) IMiltration 224 71 193 61 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1454 1326 964 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1454 1326 964 519 15 Duct Ipads 10% 10% 145 133 10'/e 10'/6 96 52 Total room bad 1599 1458 1060 571 Air required (cfm) 78 72 52 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wrightsof - Right -Suite® Universal 2017 17.0.16 RSU24011 2017 -Jun -12 14..20:01 14e . hene111AGLN\Lo1147ThornbrookeDaphenelllAGLN.rup Calc - MJ8 House faces, N DEL -AIR rmo • rur eormrorraro Right -J® Worksheet Zone 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277`1,PhoneD40077IQ N665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotlMhombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name msir we mstr wic int 2 Exposed wall 0 If 0 It 3 Room height 9.3 II heaUcool 9.3 It heat/cool 4 Room dimensions 5.5 x 3.5 It 1.0 x 39.0 if 5 Room area 19.3 112 39.0 ft2 Ty Construction U -value Or HTM Area (It) Load Area (fig Load number Bluh/Wt *F) Bt 119 or perimeter (II) BI h) or perimeter (11) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 Vj/ 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 LIG 2A-ZDm 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 f 2A-2om 0 340 n 0.00 0.00 0 0 0 0 0 0 0 0 13A.2ocs 0.201 n 5.69 5.27 0 0 0 0 0 0 0 0 11 10C -m 0.340 n 9.62 8.71 0 0 0 0 0 0 0 0 2A-2om 0 340 n 9.62 1244 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 VII 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 Y -G 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.69 5.27 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 VI/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 I--- GG 2A-2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2B -21m 0.340 s O.OD 0.00 0 0 0 0 0 0 0 0 ILS13A-2ocs 0.201 s 5.69 5.27 0 0 0 0 0 0 0 0 2A-2om 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 2A-2omd 0.580 s 16.41 16.85 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 000 0.00 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 w 5.69 527 0 0 0 0 0 0 0 0 G 2A-2orn 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 q 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-30ad 0 032 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-lpl 0.989 27.99 0.00 19 0 0 0 39 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 0 0 0 0 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 151 1 5 Subtotal (Imes 6 to 13) 0 5 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribulion 0 0 0 0 14 Subtotal 0 5 0 5 15 Duct loads 110% 10% 0 0 101/6 10% 0 0 Total room bad 0 5 0 5 Air required (cim) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Awrightsoft- Right-Suile® Universal 2017 17.0.16 RSU24011 2017 -Jun -12 14:20:01 5 henelllAGLN\Lo1147ThornbrOokeDaphenelllAGLN.rup Calc = MJ8 House faces: N 9 1 DEL -AIR nxm•= Right -J® Worksheet Zone 1 DEL -AIR HEATING & AIR 9 NDITIONINC531CODISCOWAY, SANFORD, FL 32771 hone: 407-333-2665 ax: 407.333.3853 Web: WWW DEL -AIR COM Job: Lo1147ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name family rm brklst/kit 2 Exposed wall 16.0 It 36.5 It 3 Room height 9.3 It heallcool 9.3 It heat/cool 4 Room dimensions 10 x 385.8 It 11.5 x 25.0 11 5 Room area 385.8 f12 287.5 ft2 Ty Construction U -value Or HTM Area (fly) Load Area (fly Load number BlutVflzoF) BI 112) or perimeter (11) Btuh) or perimeter (11) Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 vN 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 IE ---( C 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.69 5.27 0 0 0 0 0 0 0 0 11 10C -m 0 340 n 9.62 8.71 0 0 0 0 0 0 0 0 2A-2om 0 340 n 9.62 12.44 0 0 0 0 0 0 0 0 2A-2om 0 340 n 9.62 12.44 0 0 0 0 0 0 0 0 12C-Osw 0 091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.69 5.27 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 2A-2Dm 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 Vj/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 L-- G 2A-2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2B -21m 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 ILS13A-20cs 0.201 s 5.69 5.27 149 77 440 408 107 68 389 361 2A-2Dm 0.340 s 9.62 12.44 0 0 0 0 39 39 374 483 2A-2omd 0.580 s 16.41 16.85 72 72 1182 1213 0 0 0 0 W 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 Y-4 13A-2ocs 0.201 w 5.69 5.27 0 0 0 0 233 214 1216 1128 4 2A-2om 0.340 w 9.62 35.73 0 0 0 0 19 0 187 694 q 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 386 16 448 0 288 37 1022 0 6 c) AED excursion 57 133 Envelope losstgain 2069 1563 3188 2799 12 a) Infiltration 326 103 743 235 b) Room vermlation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 1600 1200 Subtotal (lines 6 to 13) 2395 2956 3931 4234 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2395 29% 3931 4234 15 Duct loads 110°/ 10% 240 296 1U% 10"/0 393 423 Total room load I 2635 3252 1 4324 4658 Air required (clm) 1 1129 160 211 228 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right•Suite® Universal 2017 17 0 16 RSU24011 2017 -Jun -12 14.20 01 Page 6 henelliAGLN\Lot147ThornbrookeDaphenelllAGLN.rup Calc - MJ8 House faces, N 1 DEL-AIRRight-J® Worksheet Zone 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327hone:Fax: 407-333-3853 Web- WWW DEL -AIR COM Job: LotlMhombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name pwdr utd 2 Exposed wall 0 It 0 II 3 Room height 9.3 It heat/cool 9.3 11 heal/cool 4 5 Room dimensions Room area 6.0 x 6.5 It 390 112 1.0 x 45.3 It 45.3 It2 Ty Construction U -value Or HTM Area (III Load Area (112) Load number Btuh/02-,F) 81 111 or perimeter (II) 81 h) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj! 12C-Osw 0 091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 I--1( a 2A-2om 0.340 n 0.00 000 0 0 0 0 0 0 0 0 13A.2ocs 0.201 n 5.69 5.27 0 0 0 0 0 0 0 0 11 t0c-m 0.340 n 9.62 8.71 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 2A-2om 0.340 n 962 12.44 0 0 0 0 0 0 0 0 Y 1210.0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 GI --G 2A-2Dm 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.69 5.27 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 V/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 L-- G 2A-2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2B -21m 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 5.27 0 0 0 0 0 0 0 0 2A-2orn 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 2A-2omd 0.580 s 16.41 16.85 0 0 0 0 0 0 0 0 W 120.0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 y/ LG 13A-2ocs 0.201 w 5.69 5.27 0 0 0 0 0 0 0 0 2A-2om 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 2.58 1.44 0 0 0 0 56 56 144 81 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 39 0 0 0 45 0 0 0 6 c) AED excursion 0 1 13 Envelope loss/gain 0 0 144 68 12 a) Infiltration 0 0 0 0 b) Room verdilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 5 1 600 Subtotal (lines 6 to 13) 0 5 144 668 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 144 668 15 Duct loads 1 10'/0 10% 0 0 10% 10% 14 67 Total room load 0 5 159 735 Air required (clm) 0 0 8 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AM Wtright sO1FC- Right-Suile® Universal 2017 17.0.16 RSU24011 2017 -jun -1214.20:01 Page 7 henellIAGLN%Lot147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House laces: N DEL -AIR ew uor Right -J® Worksheet Zone 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277(1',PhND407-3333 -2665 Fax. 407.333.3853 Web: WWW.DEL-AIR COM Job: Lot147ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name dining 2 Exposed wall 29.5 II 3 Room height 9.3 it heat/cool 4 Room dimensions 1.0 x 236.3 If 5 Room area 236.3 f12 Ty Construction U -value Or HTM Area (fig Load Area Load number Btuh/fil-F) BlufVlt2) or perimeter (fl) Bi h) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 VO 12C-Osw 0 091 n 0.00 0.00 0 0 0 0 G 2A•2om 0.340 n 0.00 0.00 0 0 0 0 I f 2A-2om 0.340 n 0.00 000 0 0 0 0 Vj! 13A- 0.201 n 5 5 168 97 552 512 11 fC` tOC-m 0.340 n 9.6262 8.7171 24 0 231 209 2A-2om 0.340 n 9.62 12.44 39 0 374 483 2A•2om 0.340 n 9.62 12.44 8 0 77 99 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 2A•2om 0.340 a 0.00 0.00 0 0 0 0 13A-2ocs 0.201 a 5.69 5.27 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 V 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 2A•2om 0.340 s 0.00 0.00 0 0 0 0 L---(C 2B -21m 0.340 s 0.00 0.00 0 0 0 0 13A-2ocs 0.201 s 5.69 5.27 0 0 0 0 2A•2om 0.340 s 9.62 12.44 0 0 0 0 2A-2omd 0 580 s 16.41 16.85 0 0 0 0 W 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 yl 13A-2ocs 0.201 w 5.69 5.27 107 107 610 566 G 2A-2om 0.340 w 9.62 35.73 0 0 0 0 R 12C-Osw 0.091 2.58 1.44 42 24 62 35 D 11 DO 0 390 n 11.04 11.99 18 18 196 213 C 16B-30ad 0.032 000 0.00 0 0 0 0 F 22A-Ipl 0.989 27.99 0.00 236 30 826 0 6 c) AED excursion 48 Envelope loss/gain 2929 2069 12 a) Infiltration 601 190 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 1 230 Appliances/other 0 Subtotal (lines 6 to 13) 3529 2490 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3529 2490 15 Duct loads 10% 10% 353 249 Total room load 3882 2739 Air required (clm) 190 134 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 14 1. Wrlghtsaft- Righl-Suite® Universal 2017 17.0.16 RSU24011 2017 -jun -12 14 Page 8 henelllAGLN\Lot147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House faces: N 1 DEL -AIR rmm - M cormrtur re Right -J® Worksheet Zone 2 DEL -AIR HEATING & AIR 9NDITIONING531CODISCOWAY, SANFORD, FL 32771 hone: 407-3 3.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name Zone 2 rm 4 2 Exposed wall 153.0 It 25.5 11 3 Room height 9.0 It 9.0 It heat/cool 4 Room dimensions 1.0 x 152.5 If 5 Room area 1460.0 Its 152.5 I12 Ty Construction U -value Or HTM Area (It) Load Area (flv) Load number BluhHtZoF) Btuh/112) or perimeter (It) BI h) or penmeter (It) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.84 360 320 824 908 99 84 216 238 F ---- GG 2A-2om 0.340 n 9.62 10.58 10 0 96 106 0 0 0 0 2A-2om 0.340 n 9.62 10.58 30 0 289 317 15 0 144 159 13A.20cs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11 1OC-m 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 a 2.58 2.84 329 314 807 890 0 0 0 0 G 2A-2om 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 13A-2ocs 0.201 a 0.00 000 0 0 0 0 0 0 0 0 2A-2om 0 340 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0 340 a 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 258 2.84 360 308 793 873 0 0 0 0 2A-2orn 0.340 s 9.62 10.93 30 47 289 328 0 0 0 0 28-21m 0.340 s 9.62 12.44 22 44 214 276 0 0 0 0 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 s O.OD 0.00 0 0 0 0 0 0 0 0 2A-2omd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.58 2.84 329 329 846 932 131 131 336 370 Vy 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 q 12C-Osw0.091 0.00 0.00 0 0 0 0 0 0 0 0 L- 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 1460 1460 1322 2535 153 153 138 265 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 25 Envelope loss/gain 5624 7620 835 1008 12 a) Infiltration 3006 952 501 159 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) 8629 8572 1336 1166 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8629 8572 1336 1166 15 Duct bads 31% 53% 2664 4535 31% 535/6 1 412 617 Total room bad 11293 13107 1748 1783 Air required (cfm) 600 Epp 93 82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoW Right -Suite® Universal 2017 17 0.16 RSU24011 2017 -Jun -12 14Page 18 hene111AGLN\LoI147ThornbrookeDaphenelllAGLN.rup Calc - MJ8 House faces: N DEL --AIR nro • ai omoro o Right -J® Worksheet Zone 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327 hone Fax: 407-333.3853 Web: WWW DEL -AIR COM Job: Lot14TThornbrookeDaphen... Date: 5/28/2015 By: FJF I Room name 1011 den 2 Exposed wall 16.5 It 26.5 It 3 Room height 90 It heat/cool 90 It heat/cool 4 5 Room dimensions Room area 1.0 x 446.8 11 446.8 112 125 x 14.0 It 175.0 112 Ty Construction U -value Or HTM Area (112) Load Area (112) Load number Stuh/112-•F) BI It9 or perimeter (It) BI h) or perimeter (II) Btuh) Heal Cool Gross N/P/S Heal Cod Gross N/P/S Heal Cool 6 VI/ 12C-0sw 0.091 n 2.58 2.84 149 134 344 379 113 103 264 291 2A•2om 0.340 n 9.62 10.58 0 0 0 0 10 0 96 106 II ----( Ca 2A-2om 0.340 n 9.62 10.58 15 0 144 159 0 0 0 0 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11 IOC -m 0 340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A•2om 0 340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0 340 n 0.00 000 0 0 0 0 0 0 0 0 V)/ 12C-0sw 0.091 a 2.58 2.84 0 0 0 0 126 111 286 315 L -( 2A-ZDm 0.340 a 9.62 30.36 0 0 0 0 15 0 144 455 yJ 13A•2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-Zom 0.340 a 0.00 0 00 0 0 0 0 0 0 0 0 2A-ZDM 0.340 a 0.00 000 0 0 0 0 0 0 0 0 V1/ 12C-0sw 0.091 s 2.58 2.84 0 0 0 0 0 0 0 0 2A•2Dm 0.340 s 9.62 10.93 0 0 0 0 0 0 0 0 L--ffii 2B -21m 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 13A-2ocs 0201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 s 000 0.00 0 0 0 0 0 0 0 0 2A-2omd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 258 2.84 0 0 0 0 0 0 0 0 Il 13A-2ocs 0.201 w 000 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12C-0sw 0 091 0.00 0.00 0 0 0 0 0 0 0 0 D 1I DO 0 390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-3Dad 0.032 091 1.74 447 447 405 776 175 175 158 304 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 29 72 Envelope losston 893 1284 949 1543 12 a) Infiltration 324 103 521 165 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 10 otal (fines 610 13) 1217 1387 1469 1708 exlernalload 0 0 0 0 transfertMSubiotal 0 0 0 0 tribution 0 0 0 0 1217 1387 1469 1708 loads 131% 539/6 376 733 31%1 539/6 1 454 904 Total room load 1592 2120 1923 2612 Air required (clm) 85 97 102 120 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -Fk- wright50ft• Right-SurleO Universal 2017 17.0.16 RSU24011 2017 -Jun -12 14.20 01 Page 10 henelllAGLN\Lo1147ThornbrookeDaphenelllAGLN.rup Calc = MJB House laces N DEL -AIR Right -J® Worksheet Zone 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277 1'PhoneD4p077ION66655 Fax: 407.333-3853 Web: WWW DEL-AIR.COM Job: Lot 147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name bill2 nn 2 2 Exposed wall 9.0 It 26.0 11 3 Room height 9.0 11 heal/cool 90 It heat/cool 4 Room dimensions 5.5 x 9.0 it 12.5 x 13.5 It 5 Room area 49.5 112 168.8 02 Ty Construction U -value Or HTM Area (112) Load Area (119 Load number Btuh/fl2-°F) Btuh/112) or perimeter (It) BI h) or perimeter (11) Bluh) Heal Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 Vj/ 12C-Osw 0 091 n 2.58 284 0 0 0 0 0 0 0 0 fCa 2A-2om 0.340 n 962 10.58 0 0 0 0 0 0 0 0 2A-2om 0.340 in 962 10.58 0 0 0 0 0 0 0 0 13A-20cs 0.201 in 0.00 0.00 0 0 0 0 0 0 0 0 1110C m 0.340 n 0.00 000 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.58 2.84 81 81 209 230 122 122 313 345 2A-2Dm 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0201 a 0.OD 0.00 0 0 0 0 0 0 0 0 2A-2om 0 340 a 0.OD 0.00 0 0 0 0 0 0 0 0 I; G 2A-2om 0 340 a 0.00 000 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.58 2.84 0 0 0 0 113 98 251 277 2A-2om 0.340 s 962 10.93 0 0 0 0 15 12 144 164 2B -21m 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 s 000 0.00 0 0 0 0 0 0 0 0 2A-2omd 0.580 s 0.00 000 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 258 2.84 0 0 0 0 0 0 0 0 Y 13A-2ocs 0.201 w 000 0.00 0 0 0 0 0 0 0 0 CG 2A-2om 0.340 w 000 0.00 0 0 0 0 0 0 0 0 q 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0 032 0.91 1.74 50 50 45 86 169 169 153 293 F 22A-tpl 0 989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 0 Envelope loss/gain 253 308 861 1078 12 a) Infiltration 177 56 511 162 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 430 364 1372 1240 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 430 364 1372 1240 15 Duct loads 31% 531/6 133 193 31% 53"/0 424 656 Total room load 563 557 1795 1896 Air required (clm) 30 25 95 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wlrightsotFt• Right -Suite® Universal 2017 17 0 16 RSU24011 2017 -Jun -12 1Page 1; henelllAGLN\Lo1147ThornbrookeDaphenelllAGLN.rup Calc - M,18 House laces N 1 DEL -AIR retro • ew aor o Right -J® Worksheet Zone 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C NDg07'ON26665 g ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lo1147ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 Room name open to below rm 3 2 Exposed wall 16.5 It 24.0 It 3 Room height 9.0 It heal/cool 90 11 heat/cool 4 Room dimensions 16.5 x 16.0 If 11.0 x 13.0 It 5 Room area 264.0 f12 143.0 ft2 Ty Construction U -value Or HTM Area (1121 Load Area (112) Load number BluNft2-•F) 81 ft2) or perimeter (ft) 81 h) or perimeter (It) Btuh) Heal Cool Gross N/P/S Heal Cod Gross N/P/S Heat Cool 6 vj/ 12C-Osw 0 091 n 2.58 2.84 0 0 0 0 0 0 0 0 CC 2A-2om 0 340 n 9.62 10.58 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11 Vh tOC-m 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 000 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.58 2.84 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 V613A.2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0 340 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0 340 a 0.00 0.00 0 0 0 0 0 0 0 0 Vj/ 12C-0sw 0.091 S 2.58 2.84 149 126 325 358 99 84 216 238 2A-2om 0.340 s 9.62 10.93 0 0 0 0 15 12 144 164 1-- G 2B -21m 0.340 s 9.62 12.44 22 22 214 276 0 0 0 0 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2omd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 258 2.84 0 0 0 0 117 117 301 332 Vjl 13A-2ocs 0.201 w 000 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 264 264 239 458 143 143 130 248 F 22A-Ipl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 5 2 Envelope loss/gain 778 1087 791 985 12 a) Infiltration 324 103 471 149 b) Room ventilation 0 0 0 0 13 Infernal gains: Occupants @ 230 0 0 0 0 Apphances/olher 0 0 Subtotal (lines 6 to 13) 1102 1190 1263 1134 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1102 1190 1263 1134 15 Duct loads 31% 53% 340 629 31% 539/6 390 600 Total room bad 1442 1819 1653 1734 Air redauired (cfm) 77 83 88 79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. y ' wrightsOlft- Right -Suite® Universal 2017 17 0 16 RSU24011 2017 -Jun -12 1P4,2200:011 henelllAGLN%LoI147ThornbrookeDaphenelllAGLN rup Calc = M,18 House faces: N 1' DEL -AIR o • ew tnoto to Right -J® Worksheet Zone 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277(i'hND40 ION665 ax: 407.333.3853 Web WWW DEL-AIR.COM Job: Lot 147ThornbrookeDaphen... Date: 5/28/2015 By: FJF Room name blh 3 2 Exposed wall 9.0 it 3 Room height 9.0 It heal/cool 4 Room dimensions 1.0 x 60 5 II 5 Room area 60.5 112 Ty Construction U•value Or HTM Area (119 Load Area Load number Btuh/112-°F) Elf f12) or perimeter (It) BI h) or perimeter Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 V/ 12C-0sw 0 091 n 2.58 2.84 0 0 0 0 C 2A-tom 0 340 n 9.62 10.58 0 0 0 0 C 2A-2om 0.340 n 962 10.58 0 0 0 0 13A•20cs 0201 n 0.00 000 0 0 0 0 11 10C -m 0.340 n 0.00 000 0 0 0 0 2A.2om 0.340 n 0.00 0.00 0 0 0 0 2A-2om 0.340 n 0.00 000 0 0 0 0 t 12C-0sw 0.091 a 2.58 2.84 0 0 0 0 G 2A-2om 0.340 a 9.62 30.36 0 0 0 0 yJ 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 2A-2om 0.340 a 0.00 0.00 0 0 0 0 I;_ CG 2A-2om 0.340 a 000 0.00 0 0 0 0 VIJ 12C-0sw 0.091 s 2.58 2.84 0 0 0 0 2A-ZDm 0 340 s 9.62 10.93 0 0 0 0 2B -21m 0 340 s 9.62 12.44 0 0 0 0 y/ 13A•2ocs 0 201 s 0.00 0.00 0 0 0 0 2A-2om 0.340 s 0.00 0.00 0 0 0 0 2A-2omd 0.580 s 000 000 0 0 0 0 W 12C-0sw 0.091 w 2.58 2.84 81 81 209 230 Il 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 C 2A-2om 0.340 w 0.00 0.00 0 0 0 0 I 120.0sw 0.091 0.00 0.00 0 0 0 0 D 11 D0 0.390 n 0.00 0.00 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 61 61 55 105 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 6 c) AED excursion 8 Envelope loss/gam 253 327 12 a) Infiltration 177 56 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Sublolal (lines 6 to 13) 440 383 Less external load 0 0 Less transfer 0 0 Redfstnbution 0 0 14 Subtotal 440 383 t5 Duct bads 31% 539/6 136 203 Total room bad 576 585 Air required (cfm) 31 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AM -- twrightsaft• Right•Suite® Universal 2017 17.0.16 RSU24011 2017 -Jun -12 Page 03 henelllAGLN\Lotl47ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House laces: N 9 DEL-AIR Duct S stem Summar Job: L28/ 201hornbrookeDap... jW Y Date: 5/28/2015 testa cotmmmuro Zone 1 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 Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.164 in/100ft 0.164 in/100tt Actual air flow 840 cfm 840 cfm Total effective length (TEL) 146 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 brkfst/kit c 2329 106 114' 0.169 7.0 Ox 0 VIFx 36.7 105.0 SO brklst/kit-A c 2329 106 114 0.164 7.0 Ox 0 VIFx 40.9 105.0 SO dining h 3882 190 134 0.182 8.0 Ox 0 VIFx 27.1 105.0 SO family rm c 3252 129 160 0.181 8.0 Ox 0 VIFx 27.4 105.0 st2 mstr b1h h 1599 78 72 0.205 6.0 Ox 0 VIFx 11.9 105.0 st2 mstr rm C 3696 172 181 0.185 8.0 Ox 0 VIFx 25.0 105.0 st2 msir we C 5 0 0 0.208 4.0 Ox 0 VIFx 10.5 105.0 st2 mstr wic h 1060 52 28 0.196 4.0 Ox 0 VIFx 17.6 105.0 st2 mstr wic int c 5 0 0 0.200 4.0 Ox 0 VIFx 15.0 105.0 st2 pwdr c 5 0 0 0.290 4.0 Ox 0 VIFx 12.8 70.0 util c 735 8 36 0.310 4.0 Ox 0 VIFx 7.4 70.0 2017 -Jun -12 14:2002 Awrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 henelliAGLN\LoII47ThornbrookeDaphenelliAGLN nip Calc = MJ8 House laces N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 401 363 0.164 511 12.0 0 x 0 VinlFlx st2 Peak AVF 431 441 0.181 561 12.0 0 x 0 VinlFlx 2017 -Jun -12 14:2002 Awrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 henelliAGLN\LoII47ThornbrookeDaphenelliAGLN nip Calc = MJ8 House laces N Return Branch Detail Table Name Grille 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 W Ox 0 840 840 0 0 0 0 Ox 0 VIFx C Wil hf SOfC 2017 -Jun -12 14 20 02 Z. 9 Right-Suile® Universal 2017 17.0.16 RSU24011 Page 2A . henelllAGLN%Lo1147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House laces N DEL AIR Duct System Summary Job: Lotl47rhombrookeDap... Wo rAtmlTwtsro Date: 5/28/2015 Zone 2 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 Supply Branch Detail Table Name Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.168 in/100ft 0.168 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) blh 3 143 ft Supply Branch Detail Table 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 h 563 30 25 0.308 4.0 Ox 0 VIFx 7.8 70.0 blh 3 h 576 31 27 0.178 4.0 Ox 0 VIFx 29.7 105.0 s13 den c 2612 102 120 0.304 6.0 Ox 0 VIFx 9.0 70.0 1011 c 2120 85 97 0.276 6.0 Ox 0 VIFx 16.9 70.0 open to below c 1819 77 83 0.282 6.0 Ox 0 VIFx 15.0 70.0 rm 2 h 1795 95 87 0.320 6.0 Ox 0 VIFx 5.0 70.0 rm 3 h 1653 88 79 0.170 6.0 Ox 0 VIFx 36.1 105.0 st3 n^ 4 h 1748 93 82 0.168 6.0 Ox 0 VIFx 38.0 105.0 st3 Supply Trunk Detail Table Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st3 Peak AVF 211 188 0.168 605 8.0 0 x 0 VinlFlx 0 Return Branch Detail Table Name Grille 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 rb2 Ox 0 600 600 0 0 0 0 Ox 0 VIFx C wrl htsofi 2017 -Jun -12 14:20:029Righl•Suile® Universal 2017 17.0.16 RSU24011 henelllAGLN\Lo1147ThornbrookeDaphenelllAGLN.rup Calc - MJ8 House laces: N Pape 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name. Lot 147ThornbrookeDaphenelIIAGLN Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction- 691500 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 Basketed doors 6/12/2017 1:40 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 O This checklist D 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). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) D 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 v5.1 6/12/2017 1:39:56 PM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name- Loll 47ThornbrookeDaphenel I IAGLN Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2600 sq ft Cond. Volume: 23836 cu fl. Envelope Leakage Test Results Regression Data: L n: Single or Multi Point Test Data HOUSE PRESSURE R: Leakage Characteristics CFM(50): — FLOW: — 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; 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 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-ME S7:4 NO 6/12/2017 1.40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 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. 0 401.3 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. 0 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. O 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 lest, 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. O R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O 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 fool (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. O 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. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system 0 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. 0 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 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 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. 6/12/2017 1:40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Pagel of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O 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. D 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 tum off the hot-water circulating pump when the system is not in use O R403.4.3 Heat traps (Mandatory). Storage water healers 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 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 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. 0 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 staled 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. p 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. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 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 manufacturers product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/12/2017 1:40 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O 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. O 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. O 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: 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. D 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. D 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. D 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. O 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. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on healers 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. O 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. D 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. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights D R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O 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. 6/12/2017 1:40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 YfO0o0•Jt.e7m•uastsNu.ara NrfnlPwIPf1Y MICAL MASONRY WINDOW SCHEDULE WINDOW WIOTHS • r n• 7r a• is V U. as, oD% n% n% j 1MS761MM A - A' Ow 1101, n% 9% I L Yw 05-0 116, NwzOr 6Y e1, WSW n% Nw ZZZZ 7 r1, RIM% »w SO, ee 11' - 0019.1 IWp1RMWARw YL9001e. OM sm o0 MWIARONYf rwh I9t i M UACMbVS%CFUUe MIXIOROLMFUNIFRSTIU011000 NW6lGtBeR•q!I.OR RIGA u Intl Q Gf CLOY IGlaAWFW Elm42X42 A/C SLAB BY BLDR MIN 2' FROM WALL Qf ` mfurs --- ---------'-meas • ---meus -- I o.w QNw ar.w 2D 707 v/SKV t240V IPN It_meum 18.10 pfn LAW I QIINf•1 Kir1•f 20.12 rad AW HAWING IN GARAGEIIiCelfX1/9'•1'0' II IeN cii I oew mismNU10,6, 0l.xIeld --- W1II@* C 11 Y -r lar as rap y Brim I-rNra` fI 11 At. II I.eNnfr is V dryer duct j 1MS761MM A - N 12.6 I.cd R001 113 YMPH fr vent bex I L KIR-,• I-•' Nr eA I.x\ Q-rwf-K Ol FTVr nu[ BI • su 7• ee 11' - 1. d16xe1BD iI lexle roe u Intl Q GfI1 - bath duct wall ca P 11 18x1e rap I I` yyy' I. lzx6 U fan v i mismNU10,6, 0l.xIeld --- W1II@* C 11 7'kltchen vent to ..If Cep ar+N QI+w 611 w I =:-- i mP s-.ar L --Elm ra wl I -r RG t1 -® 7.noll. r ducts/prslfc 51.1d HCenallenCee - 46M., RtsldfntlellUkdbit, twe Cotlf - ptio 6 1-3. dr-------------------- Return A6•• except tri 1-7. InchwQ.wm.eals+a1 I nest cut on doors to ho 1 InchI1undercutOndoorst0heblteblf l I roans. I I 1 I 1 I nparrwP. rs / N Must hove a nhdnun clearance of 4 Inches around the air handler per the State Energy code All duct has on r=6 Insulation value. i i aFARoelwlE7.r.7 I asuQ•tN>. .rweQfaQ m.•S.IDRt•11.Jn6,lR Qt10PQPtIMR.P MI00A e.earPasaeteessfrlw• o•e Yrmme•t teo,me ml.fwnttm.IPAII I mam.uv,mwlw. mrrfs•.oallwt•t.Ie tGO IN I(m YOOIN wtm7.0 nOnWlet isr..relelORlOsemtl R14t81.INw rAyOfOeOrIPrfrQ •.Oid I I i I 14TDaNG tEmO Rating MAN BOOR IA7 Sri UrM ILO= sn OK tatx 26W I1F, GARAGE AT OF. LAMM .00 of R0WA w •F. 4 souL_ea rt 7Au r— _ _. V) w x 0 z C3 LLI 1--I 0 - 00 Ln F LIJ C 0 0, z (U r0--0 NLL 0 2: \ F— A J H U7 L, o } N m Lu .. •• > z 0 z o w 3 Q m Q 5 J O 5 Q MEL J(na0 Y -r lar as rap y 11 At. 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O % DW W%'Di- S gy r > 0.6 I.cd lz.lz roo j o .- w M Fj (lJ LU LU 3' bath duct '. ,.cd a \ i t0 YOOf cop rap Z.12 rop MINI O \ \ \ w/fan 9 z 11 .. .e 3' bath duct D Ln O cu Nutone 696RNB ; ; ii eoa a `"• cd to roof cap i Nutone 696RNB 6. uts 11 10.6 120'2.12 ra ,vei' i6 I7 FNS 6, w N t0.6 1•cd 10.6cd w0' gos IOM nii a si vi ac 10.10 rop 4 v.e•r.r I raaens rt as as rtno a I Z aa.ava, I 0 wal rar `• osir w j I C) H- Y 0 U) a s i Z r (U 4XF& r r 1 0 w Z \ 14Mm ------------------ -J' I } d w 00 Iany QQ00 "— OJ ) i tws i i ~ A J C U) LI- I 'M0Y Rating zaetelNII I I O } I.DOeI I I m for FM 1 I I w .. .. > z am ' ' I o 0•OWp 1 1 p. ,.. __ J Q i.— CID ~ Q O J O O Q M Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r 6 Insulatlon value. m CL J W 0 0 LACK FROM BATH 3 JG TO IST FLOOR I t TAYLOR MORRISON Li THORNBROOKE S.F. umr. mom it, MOM No mm AMMNM ONOMMMIarl fftomp-MOVErf, LOT 147 ElF 2ND FLOOR NONE iv u iOEMiiii 11100 BE ME MEN 0EMEMEMEMWEEMNummma I_ = t1 nM w3iA I I NJ ME W Nomom 0 an 01ORM LACK FROM BATH 3 JG TO IST FLOOR I t DESCRIPTION AS FURNISHED: Lot 147, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. RECORD COPY NARCISSUS AVENUE (RIW VARIES) N 89°58' 38" E 50.00' ? 5' LANDSCAPE, WALL, FENCE, LANDSCAPE, WALL, UTILITY EASEMENT FENCE EASEMENT 10.00' 01 26.80' 26.80' qA' 3.5'x3.5' SOFT. AC 6.33' LOT 147 LANAI 400 SO.IT. c VCOVERSERED SO. FT. c PATIO 5.00' 40.0' — LOT 99 N 5.00' 0 9 PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS V"'%-- PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 24.9' 1,4 PROPOSED GRADE PER CONSTRUCTION PLAN PROPOSED RESIDENCE MODEL: DAPHENE-111 ELEV. A 2 CAR GARAGE LEFT 5.00' W n 18.0' ENTRY D 0 N 22.0' 16' DRIVE 5.20' I 0' UTIL, ESMT. 5' CONC, WALK 3' FLARES CUA B.B.) N 89058'38" 50.00' RED RUSE LANE 50' R/W) ' TRACT 1 UTILITY do ACCESS R/W BUILDING SETBACKS: FRONT - 25' REAR - 15' SIDE = 5.0' SIDE CORNER - 10' TRACT L EMERGENCY ACCESS 5.00' E0N!.N1j--- WDATE-atkja- Ok to construct single family home with setbacks and impervious area shown on plan. V' 86.58' DRAINAGE INLET SCALED FROM CIVIL PLANS NOT FIELD VERIFIED) PLOT PLAN ONLY* NOT A SURVEY) PROPOSED INFORMATION SHC BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PEA LV I 6, 000 SV. FI. LANG 1,453 SO.FV GARAGE 477 SOFT. ENTRY 144 SO FT. LANAI 400 SO.IT. BREEZEWAY- N/A SO. FT. DRIVEWAY 403 SO.rT. A/C PAD 24 SOFT. WALKWAY 68 SO.Fr. IMPERVIOUS = 49.5 SR: UNLESS EUDOS'SED WITH SURKWRS SICHNTURE AND OWGI4L RAISED SCAL THIS SURVEY MAP OR COPIES ARE NOT VALID, 2,969 SO FT. SOD t na I cn FT R/W - 550 SOFT. IAPRON - 110 SO FT. SIDEWALK = 250 SOFT. SOD - 190 SOFT. Yn IAHLA - 6550 SO.FT. DRIVEWAY 513 SO.F1,, SIDEWALK - 318 SOFT. SOD SO.FT. CRUSYEINM IYL'R—SYCOTT c ASSOC, INC. — LAND SURVEYORS LCGCHD - LEGEND - P PLAT Pni Tro1NT 5400 E. COLONWL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD TYP. ON LINE TYPICAL NOTES; I.P. IRON PIPE PRf- POINT Or RCVERSC CURVATURE I. THE UNDLTMMED DOES MERLHY CERAFY TINT THIS SURKY MEETS THE ST09 AM OF PRACTICE SET FORM BV WE AAR 4 BOARD OF I.R. C.M. IRON ROD CONCRETEMONUMENT CGRAD6 POINT OF COMPOUND CURVATURE RAPAL2. PROFESSOMAL SUAKYORS AND MAPPERS W CHAPTER W-17 FLORIDA ADWNISTRMIK CODE PURSUANT TO SECTION 47ZO27. FLORIDA STATUESSCTIP. • 112' • /RLR 4"6 NR. NONIRADIAL UNLESS EUDOS'SED WITH SURKWRS SICHNTURE AND OWGI4L RAISED SCAL THIS SURVEY MAP OR COPIES ARE NOT VALID, RECOVERED S. THIS SURVEY WAS PREPARED FROM IME WFORMA710H FVRN &WO TO THE SURVEYOR. THERE WY BE OMER REWWTIONS P.O.B. POOr BEGINNING CAL& CALCULATED OR EASEMENTS IMF AFFECT THIS PROPERTY. ALC. POINT OF COM)04 EVENT PRM PERMANENT REFERENCE MWAACNT A NO UNDOMROUND DIPROKMENTS HAVE BEEN LOCATED UNLESS OFREAWISE SHOWN. t CENTCRLDC FF. rINISNED FLOOR ELEVAtt01 B. THIS 6ESSURREYISPREPAREDFORTHESOLEBENEFITOFTN0CERTITIED TO AND SHOULDOTNBE RELIED UPON BY ANY OTHER WITTY. NLDR/VCSM NAIL L DISK BSLBM BUILDING SETBACK LILAC ICSEJICA C B. OWENSIONS SHOWN FOR THE LOCATION OF WPAOVEMENTS MVMW SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LWES. DSNT. A EME T-VArCASEMENTDRAINAG7 LL MSC lERW1NG 7. BEARINGS ARE BASED ASSUMED QAIUM AND ON THE UNE SHOWN AS BASE SENTING (0.0.) DRAIN. DRAINAGE 6 CltVA110715 S SHOWN, ARE BASED ON NATIONAL GEOOCIIC DATUM OI 1920. UNLESS OTHERWISE NDIEp. UTIL. UTILITY v. CERTIFICATE OF AVMOPoL/RON NP. AS/B. CLJC. VDF& CHAIN LINK. FENCE VOOD FENCE C/DPC. CONCRETE °LOCK POINT OF CURVATURE SCALE H-- 1- - 20'-4 1 DRAWN BY: ( P.T. OESC. POINT OF TANV CY DESCRIPTION QREVISEDCERTIFIED01Y. DATE ORDER No. RL• R DIUS ARCTLENGTH PLOT PIAN 03-10-17 1052-17 C MORD REVISED PLOT PIAN 05-31-17 C.B. CHORD REARING r PLOT PLAN 05-02-17 NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM- TOM X. GRUSENAIEYER, R.L.S. ZONE X. MAP / 12117C 0055 F. JAMES W. SCOTT, R.LS 1 48 RECORD COPY iffz'L EfEeLi acd esEzvLaes yne. 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 Daphene III 2600 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 7800 VA 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 'v -D IV 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA Sp't" 1 RANGE AT NAMEPLATE RATING OR COOKTOP AND OVEN ± 8000 VA 1 WATER HEATER Fr,. 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 7 _ 2 n 3 8• 5000 VA 1 DISPOSAL (1/3 HP) 500 VA 1 MICROWAVE/HOOD CIRCUIT 1500 VA VA SUBTOTAL OF GENERAL LOAD 33000 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 23000 VA x. 4 9200 VA TOTAL NET GENERAL LOAD 19200 VA 3 TON HEAT PUMP #1 24 AMP X 240 VA = 5760 VA 3 TON HEAT PUMP #1 24 AMP X 240 VA = 5760 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA KW ELECTRIC HEAT AT 65° 3250 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 19200 VA NET TOTAL HEAT 18020 VA TOTAL LOAD 37220 VA CALCULATED LOAD FOR SERVICE 37220 VA 1240 V= 155.08 AMP 200 AMP SERVICE z 7 _7 77 7 7 7- 77 7,7777,— -74- RECORD COPY 0CPA9C DEARIN6 HE16HT 56HEDULE Hanger List 111 HTU26 H2 THA422 NOTES: A- r A% ACE :'A CQ: !E i 'Al HOP DRAWING APPROVAL A'-7 A17t;,A. :f -A V. LlqBuilders AFirstSource Orlando A Plant City E FA- A --:- Taylor Morrison Homes 7 Daphene III A Lot xx 2-16-16 Rick Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® REC01W COPY RE: TBO147 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Taylor Morrison Project Name: TBO147 Model: Daphene III Tampa, FL 33610-4115 Lot/Block: 147 Subdivision: Thornbrooke 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: FBC2014ITP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 47 individual, 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. I Seal# I Truss Name I Date I No. I Seal# ITruss Name Date 1 1 T10551246 1 C01 3/1/17 118 1 T10551263 1 HR02 3/1/17 12 1 T10551247 1 CO2 13/1/17 119 1 T105512641 HR03 1 3/1/17 1 13 1 T1 0551248 1 CO3 13/1/17 120 I T10551265 I J01 13/11/17 1 4 1 T10551249 1 C04 3/1/17 21 IT10551266IJ02 3/1/17 5 T10551250 F01 3/1/17 22 T10551267 J03 3/1/17 6 T10551251 F03 3/1/17 23 T10551268 J04 3/1/17 7 T10551252 1 F04 3/1/17 24 T10551269 J05 3/1/17 18 1 7105512531 F05 13/1/17 125 1 T10551270 I J06 1 3/1/17 1 19 1 T1 0551 254 1 F06 13/1/17 126 1 T10551271 I J07 13/1/17 1 10 IT10551255IF07 3/1/17 27 IT10551272IJ08 3/1/17 11 IT10551256IF08 3/1/17 28129 IT10551273 J09 3/1/17 12 1 T10551257 1 F09 3/1/17 IT10551274 R01 3/1/17 113 1 T1 0551258 1 F10 13/1/17 130 1 T10551275 I R02 1 3/1/17 1 114 1T10551259I F11 13/1/17 131 IT10551276I R03 13/1/17 1 15 1 T10551260 I F12 3/1/17 132 IT10551277 R04 3/1/17 16 1 T1 05512611 F13 3/1/17 133 1 T10551278 R05 13/1/17 1 117 1T1 0551 262 1 HR01 13/11/17 134 1T105512791 R06 13/1/117 1 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, 2019. 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 ANSUTPI 1, Chapter 2. ER P, R iii No 2 3 Z9 STATE OF l/ i, SON Walter P. Rnn PE W=19 MiTek US0. Inc. R Cert 6634 6904 Parke East B14 Tampa R. 33610 Date: March 1,2017 Finn, Walter l of 2 RE: TBO147 - Site Information: Customer Info: Taylor Morrison Project Name: TBO147 Model: Daphene III Lot/Block: 147 Subdivision: Thornbrooke Address: City: Sanford State: Florida No. I Seal# ITruss Name I Date 35 1 T10551280 1 R07 13/1/17 136 1 T10551281 1 R08 13/1/17 I 137 1 T1 0551282 1 R 10 13/1/17 I 138 1 T1 0551283 1 R11 1 3/1/17 1 139 1 T10551284 1 R12 13/1/17 1 140 I T1 0551285 1 R 13 13/1/17 I 141 T1 0551286 1 R 1 4_ 13/1/17 1 142 1 T1 0551287 1 R15 13/1/17 1 143 1T105512881 R16 13/1/17 I 144 1T105512891 RF01 13/1/17 J 145 1T105512901 RF02 13/1/17 146 I T10551291 I V01 13/1/17 1 147 1 T10551292 1 V02 13/1/17 2of2 780147 Budder* F om 1 24 23 22 0 2 3 4 5 30 = 6 7 Jot F.640 e 8 9 710551246 2017 Pope 1 lfxgODzU?zlF om Scale = 1:21.3 10 11 25 R4 21 20 19 to 17 16 15 14 13 12 3x4 = 30 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Veri(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) We n/a 999 BCLL 0.0 Rep Stress Iner YES WB 0.03 Horz(TL) -0.00 12 n/a n/a BCDL 5.0 Code FBC2014lrP12007 (Matrix) Weight: 66 Ib 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 purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 20 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. OTHERS 20 SP No.3(flat) REACTIONS. All bearings 12.7-12. Ib) . Max Grav All reactions 250 Ib or less ai joints) 22, 21, 20, 19, 18, 17, 16, 15, 14, 13 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 14-0 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 WARNWO • VorW dedpn P&nuWtoro and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MIF7473 rov. IDW,20I5 BEFORE USE DesIm vaikl for use only wllh Mllek®connectas. lhh design Is gated only ul»r1 parameters shown, and Is lot an IndNkkrd folding component, not a trust system. Below rise, Iho IxdIding designer musl verily Ilw opdk:alAlly 01 design lxrramelers and lxoporly Incorporate this doslgn Into the overall Ixiding design Bracing IndIcaled Is to prevent budding of IndWLKA Inns web aril/or chord members only. Additional Temporary and pemxmnl lxocing MOW Is always remitted for stalAlty and to prevent collapse wllh possilAe personal InMay and piope" damage. For general gukkw)co yoga ding the labk;allm storage. delivery. erection and Ixocing o1 trusses and finis systems, seeANSVIPI I Cudllly Criteria, D$9.69 and SCSI Wilding Component 6904 Parks East Blvd Safety Information available from Trus Plate Instltule. 216 N. tee Street. Suite 312. Alexanddo. VA 22314. Tampo. FL 33610 Job Truss truss type ry ply loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 710551247 TBO147 CO2I GABLE 1 1 BC 0.01 Verl(I-) rl/a n/a 999 BCLL 0.0 Rep Stress Incr Job Reference o ironal og 1 24 23 22 2 3 ID:8ls7p2vjcca4tB9DL55wDPz_POS-Xk8iwXPzEXM 1 g34pl CoCWbgxntAmll vhugyW ORztF5x Scale = 1:20.4 4 5 3x4 = 6 7 8 9 10 11 4R 21 20 19 1e 17 16 15 14 13 12 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well 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 Verl(I-) rl/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz( L) -0.00 14 We Na BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 64 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(liat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 OC puffins, except BOT CHORD 2x4 SP No.2(Ilal) end verticals. WEBS 20 SP No.3(llat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 20 SP No.3(llat) REACTIONS. All bearings 12-4.10. Ib) - Max Uplift All uplift 100 Ib or less at joint(s) 12 Max Grav All reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (ib) 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 lace 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 1001b uplift at joint(s) 12. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.1 Off (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 pafficular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - VaUy daclyn Paranratora and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NLL7473 rev. 14WW 1S BEFORE USE Design valid lot use orgy vAth Klek® cormeclo;s thin design Is based oNy upon rxxameters snown. and Is la an Individual building component. not a buss system. Below use, the building designer must verily the aWIcabllly of design Ixlrarnelers and property Incorporaw M design Into the overall building design. Bracing Indilcated Is to pravenl buckling of Individual truss web and/or chord members only. Addllonal temporary and permanent bradng WOW h always iegrbed lot stablilly aril to pevenl colloixe wllh possible personal ttpay and property damage. For general guklance iegardfrlg the labrli-allm storage. delivery. erection and bracing of Inures and truss systems, smANSUTPI I Quality Criteria, OSS -89 and SCSI Building Component 6904 Parke East Bbd Solely Information available from buss Plote InstlNte, 218 N. Lee Sheet. Sulle 312, Alexandria. VA 22314 Tampa. FL 33610 Job uns ruse type ryPly o Russ system. Below tire, the Ixllding designer mint vody the applicability of design paamolen and properly hcapoxalo Wits design Into the overall btlding design. Bracing Indicated Is to prevent budding ng of Individual Inns web and/a chord members only Addllbrxi temporary and tlerrrnanenl bracing MOW is always xegUxed lox sk"Ify and to prevent collapse wllh possible personal Initry and properly damage For general guidance tegac6ng One k"Icalton, storage, delivery, erection and bracing of trusses and Inca systems. sac-ANSI/TPI I Quality Criteria. DSO -89 and SCSI Bulldtng Component 6904 Parks East Blvd. Safety Intormatton available Rom kuss Roto Institute. 218 N. lee Street. Stile 312. Alexandria. VA 22314. Tempo. FL 33610 T,os5,24e 780147 1,.0,3 GABLE 1 t Job Reference(optional) rwrrone nrcrawres..empe, nam—y.r,wroo,aaaw 0-ke I D:81s7p2vpcca4jB9DL55wDPz_POS•XkBNvXPzEXM 1 g34p1 CoCWbgxllAmtl vhugyW 0RzIF5x Scale. 1:40.2 30 = 3x6 FP = 3x4 = 1 2 3 4 5 6 7 e 9 10 11 12 13 14 15 16 17 18 19 2021 4I N q 43 ° PJ.:z 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 3x6 FP= 30 = 3x4 = LOADING (psl) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) n1a We 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) We n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 HOrz(TL) -0.00 22 rVa Na BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 122 lb FT = 20%F, 1 I%E LUMBER- BRACING - TOP CHORD 20 SP No 2(Ilat) TOP CHORD Structural wood sheathing directly applied or 10.0.0 oc purlins, except BOT CHORD 20 SP No 2(I1at) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 20 SP No.3(ilat) REACTIONS. All bearings 24-5-12. lb) - Max Uplift All uplift 100 Ib or less at joints) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 22, 41, 40, 39, 38, 37, 36, 35, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES. (lb) - Max. CompJMax. 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 lace 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 100 Ib uplift at joint(s) 22. 6) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 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. 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.' WARNWO • VerUy ded9n pmwivaters and READ NOTES ON THIS AND INCLUDED AMEN REFERANCE PAGE W7473 ray. 10024015 BEFORE USE. Design valkl la use only vAlh Mllek® connectors llnls design Is based only upon paametets a xyw n, and is tot an txllvIdual holding component. not o Russ system. Below tire, the Ixllding designer mint vody the applicability of design paamolen and properly hcapoxalo Wits design Into the overall btlding design. Bracing Indicated Is to prevent buddingng of Individual Inns web and/a chord members only Addllbrxi temporary and tlerrrnanenl bracing MOW is always xegUxed lox sk"Ify and to prevent collapse wllh possible personal Initry and properly damage For general guidance tegac6ng One k"Icalton, storage, delivery, erection and bracing of trusses and Inca systems. sac-ANSI/TPI I Quality Criteria. DSO -89 and SCSI Bulldtng Component 6904 Parks East Blvd. Safety Intormatton available Rom kuss Roto Institute. 218 N. lee Street. Stile 312. Alexandria. VA 22314. Tempo. FL 33610 I D:8ls7p2vlcca4jB9DL55wDPz_POS-Oxi47IOc?rUuRDI?bvJR3pD6Y2W zcUAg7Ki4YtzfF5w om Scale. 1:19.2 1 2 3 4 5 6 7 8 9 10 22 99 21 I 20 19 18 17 16 15 14 13 12 11 LOADING(psl) SPACING- 2.0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Verl(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Verl(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a Na BCDL 5.0 Code FBC2014/fP12007 (Matrix) Weight: 57 Ib 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 purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals WEBS 20 SP No.3(Ilat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 20 SP No.3(Ilat) REACTIONS. All bearings 11-8-4. lb) - Max Grav All reactions 250 lb or less at Joints) 20, 11, 19, 18, 17, 16, 15, 14, 13,12 FORCES. (lb) - Max. CompJMax. 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 tufty 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 3-1Od (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.' WARNING - Vwfl y dedyn Pmmotsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NIF7473 rev. taGMI6 BEFORE USE. russ russ ype y710551249 o litm system. Below use. the IxLdino designer mlisl verity the appllc /Ally of deslpn poiarnelers and properly hcapoiato O1K design into the overall bllding design. ®acing Ind1coled Is to prevent brcairlg of indWLKil Was web and/or chord members only. Addlibnal temporary and permanent bradng WOW Is always recoied for slat -Ally and to prevent collapse wllh possible personal h10.ry and PFoperly damage. Fat general guidance regmdhg the IairIcallon. storage. delNery. erecllon and tracing of trusses and Irtm systems. seeANSI/FPI I Quality Cdterlo, DS6-89 and 6CSI Building Component 6904 Parke East Bbd Safety Irdormatlon avanabie hom Truss Plate htstitulo. 218 N. Lee Streel. Suppe 312. Alexoncift VA 22314. Tompa. FL 33610 780147 C" GABLE Ty' 1 t 1 Job Reference (optional) I— r,_. _ exec 7 6A9!! an, 1e 9nIs MTak Industriae. Inc Wed Mar 91 16 41:23 2017 Page 1 I D:8ls7p2vlcca4jB9DL55wDPz_POS-Oxi47IOc?rUuRDI?bvJR3pD6Y2W zcUAg7Ki4YtzfF5w om Scale. 1:19.2 1 2 3 4 5 6 7 8 9 10 22 99 21 I 20 19 18 17 16 15 14 13 12 11 LOADING(psl) SPACING- 2.0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Verl(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Verl(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a Na BCDL 5.0 Code FBC2014/fP12007 (Matrix) Weight: 57 Ib 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 purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals WEBS 20 SP No.3(Ilat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 20 SP No.3(Ilat) REACTIONS. All bearings 11-8-4. lb) - Max Grav All reactions 250 lb or less at Joints) 20, 11, 19, 18, 17, 16, 15, 14, 13,12 FORCES. (lb) - Max. CompJMax. 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 tufty 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 3-1Od (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.' WARNING - Vwfl y dedyn Pmmotsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NIF7473 rev. taGMI6 BEFORE USE. Destgn valkl la use only wBh N1100conreclors. Thisdesign is based only upon p a amolem shown, and Is for an hxllvldual bolding component. not o litm system. Below use. the IxLdino designer mlisl verity the appllc /Ally of deslpn poiarnelers and properly hcapoiato O1K design into the overall bllding design. ®acing Ind1coled Is to prevent brcairlg of indWLKil Was web and/or chord members only. Addlibnal temporary and permanent bradng WOW Is always recoied for slat -Ally and to prevent collapse wllh possible personal h10.ry and PFoperly damage. Fat general guidance regmdhg the IairIcallon. storage. delNery. erecllon and tracing of trusses and Irtm systems. seeANSI/FPI I Quality Cdterlo, DS6-89 and 6CSI Building Component 6904 Parke East Bbd Safety Irdormatlon avanabie hom Truss Plate htstitulo. 218 N. Lee Streel. Suppe 312. Alexoncift VA 22314. Tompa. FL 33610 Job Truss Truiss Type b PLATES GRIP MT20 244/190 Weight: 66 Ib FT = 20%6F, 11%E LUMBER- BRACING - 6904 Parke East Blvd TOP CHORD 20 SP No.2(llat) TOP CHORD 710551250 T50147 F01 FLOOR 12 1 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=672/D-3-8,10--678/0-7-4 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Job Reference (optional) emwma runxmce. Lampe, rmm vny, r,a,wu aawv 0.1.8 H ; 2-6-0 1.5x3 II 1.5x3 = 1.5x3 = 30 = 1 2 ID:Bls7p2vicca41B9DL56wDpz_pOS-oxw7tOcirUuRDt?bvJR3pD*)62NRcOpg7K WYtziF5w 1.10.12 , 1.50 II 1.5x3 II 3 4 O 1 e 1.$ 1:21.8 1.5x3 II 30 = 1.5x3 = 5 6 30 = 30 = 3X6 = 13 LOADING (PSI) 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 YES BCDL 5.0 Code FBC2014/TPI2007 CSI. TC 0.55 BC 0.62 WB 0.31 Matrix) Design valid for use only vAth Mllek8 connectors. Inls deslgl Is based only upon mometers shown, and Is lot an Individual buYdirld cornponenl. not DEFL. in Verl(LL) -0.15 Vert(TL) -0.26 Horz(TL) 0.02 loc) Wall L/d 7-8 >991 360 7-8 >566 240 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 66 Ib FT = 20%6F, 11%E LUMBER- BRACING - 6904 Parke East Blvd TOP CHORD 20 SP No.2(llat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 20 SP No.2(llal) end verticals. WEBS 20 SP No.3(11at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=672/D-3-8,10--678/0-7-4 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1356/0, 3.4=-1356/0, 4.5. 1356/0 BOT CHORD 9-10=0/923, 8-9=0/1356, 7.8=0/939 WEBS 2-10=-1077/0, 2-9=0/575, 5.7=-1084/0, 5-8=0/562 NOTES- (5) 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 3-1 Od (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' 0 WARNING- VMfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR -7473 rov. WNW IS BEFORE USE. Design valid for use only vAth Mllek8 connectors. Inls deslgl Is based only upon mometers shown, and Is lot an Individual buYdirld cornponenl. not a frtrs syslem. Before use. the lauding deslgnet must verify the aWlcablly of design mamelers and gopeily incorporate Bill design Into the overall btAdlra design. ®achy indicated Is to prevonf txrcaing of Individual buss wab aril/on chord members only. Additional temporary and permanent bracing Welk' K always required la stability and to prevent collarne Win poaBNe personal klhay and property damage. For gonaral guidance ioW ding the lalxk:aliori storage. delivery, erection and bmchU of trusses and Inns systems. seeANSUTPI t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information avclDabte from Trus Rate Inslltulo. 218 N. Lee Street. Sulle 312, Alexandria. VA 22314. Tompo. FL 33610 Job T russ Truss ype71, loc) 1/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.13 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 710551251 780147 F03 FLOOR 1 WB 0.30 HOrz(TL) 0.02 7 n1a Na BCDL 5.0 Code FBC2014rrP12007 Matrix) Job Reference(optional) ounoers —511 urce. , orrq., r— wy. rw,wa oar.. 0.1.8 H , 2.6.0 30 = 2 I D:Bls7p2vicca4p B9DLS5wD Pz_POS-U7G SLDR Em Bc13N EC9drgbOlAgS)9LtB_M_Rd4 Kzt F5v 1.9.2 1.5x3 It 1.5x3 II 3 4 3x4 = 5 Scale . 1:21.4 30 = 3x4 = 3x4 = 9 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In loc) 1/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.13 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert( I-) -0.24 9-10 >610 240 BCLL 0.0 Rep Stresslncr YES WB 0.30 HOrz(TL) 0.02 7 n1a Na BCDL 5.0 Code FBC2014rrP12007 Matrix) Weight: 64 Ib FT = 2096F, 1196E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(llat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10--667/0-7-4,7--667/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1316/0, 3.4=-1316/0, 4-5=-1316/0 BOT CHORD 9-10--0/906,8-9=0/1316,7-8=0/906 WEBS 2-10=-1057/0,2-9=0/548, 5-7=-1057/0, 5.8=0/548 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 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) 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.' 0 wARNWG - vwfty doogn pammoten and READ NOTES ON 7NIS AND WCLUOED AUTEK REFERANCE PAGE UP -7473 rev. 1097/1015 BEFORE USE Design valid for use only wllh MllekO connector. INS design Islxced only upon parameters shown. and Is for an Wl%fttal bulling component, not a frum system. Before use. the building designer must verily the apdMablily, of design pmamelers and propoly hcotpaole U* design Into the overall building doslgn. ®acing Indicated Is to prevenl buckling of 1ncliMual 1rum web and/or chord members orgy. Addltkxlal lermporay and permanent bracing MiTek' 6 always required to stability and to prevent collg7se wllh possible personal frnlnav and IxopeM damage For general guidance regading the fabrication, sloroge. delivery. eroClfon and bracing of Inmos and Inns systems, saeANSIM11 Quality Criteria, DSO -89 and SCSI BuBding Component 6904 Parke East Blvd Sauey Information ovallable from Trust Rote Inslltuto. 218 N. Lee Street. Sulle 312, Alexandrlo. VA 22314. Tompa. FL 33610 Job Truss Truss Type N in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) T10551252 750147 F04 Fldor Girder 1 1 Ven( L) 0.02 4.5 >999 240 BCLL 0.0 Rep Stress Incr NO Job Reference (optional) Builders FustSovrce. Tompo. Pram city. FIM108 33565 ID,Bls7p2vpeea41B9DL55wDPz-POS-U7GSLDREm8e13NEC9drgb0lZi OLvb M_Rd4KziF5v 1.6.0 r 1 1.5x3 II 2 30 = 31.5x3 II 30 = TY -0 3x4 = R9 Scale. 1:11.3 LOADING (psf) SPACING- 2-0-0 CSI.DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Ven( L) 0.02 4.5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix) Weight: 20 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 20 SP No.2(flat) WEBS 20 SP No.3(flat) BOT CHORD REACTIONS. (Ib/slze) 4=596/Mechanical, 5=596/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/425 WEBS 2-4=-59810,2-5=-59810 Structural wood sheathing directly applied or 3-3.0 oc purlins, except and verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Refer to girder(s) for truss to truss connections. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 Ib down at 1-7-8 on top chord. The designitselection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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; 4-5=-10, 1-3=-270(F=-170) Concentrated Loads (lb) Veil: 2=-317(F) 0 WARNING - ved1T dedyn pammston and READ NOTES ON THIS AND INCLUDED NI7EK REFERANCE PAGE UP -7473 ray. IM30201S BEFORE USE. DeJgn valkl fa use only with Milek® conneClors. this design Is Ixned orgy upon parameters shown, and Is for an lndl%Adual buYding component. nor a huss system. tsofoo uso, the Ix&9ng dosigrar must vedly Ow applicablity, of doslgn Ixuameters and properly klcatx4ole this design Into the overall br8dN deign. Ifrachg Irxllcaled Is to povonl bttcamg of IndWual truss web anti/or chard members only. Addlllonol temporary and permanent Irocing WOW Is always regt4red for stalAlly and to pevenl collapse wllh pos*)Ie personal hpuy and property damage. For general guidance regatDrtg the, kAxIcatkrL storage. dWlvery, erection and rracfrtg of Inures arta inns systems. woANSI/TPI I Quality Criteria, DSB-89 and SCSI Sulldfrtp Component 6904 Parke East Blvd. Safety Information ovalk"e from Lass Rate Institute, 218 N. Lee Street, Sidle 312. Mexanddo. VA 22314. Tarrpa. FL 33610 Job Truss Truss Type N a Inns system. Below tne, the I>tMdhg designer mtnI verity the applicability of dersJDn paaneters and properly Incaparate this design Into the overall bxBd&tg design. Bating Indicated K to Irevenl buckling of IndlvkltKd Inns web and/or chord members orgy. Additional temporary and permanent lAcrAng WOW Is always tequkGd lot slablilly and to prevent collapse wllh possible personal Inpny and properly damage. For general gtddance regarding the la ricatkri storage. delivery, erection anti btaeing of trusses and pita systems, seeANSI/IPI I Quality Criteria, DSB-89 and BCSI BuBding Component Plate Offsets MY)-- 12 0.1-8 Edael 130.1-8 Edael Tampa. FL 33610 TtO55t253 780147 FOS Floor 1 1 SPACING- 2-0.0 CSI. DEFL. in loc) Udell Job Reference(optional) Builders FIre1SOWCe. Tampa. Plmd City. Romeo 33566 10 ID:Bls7p2vjcca4jB9DL55wDPz_POS-U7GSLDREmScl3N EC9drgbOlAhSIMLwG_M_Rd4KztF5v 0.1.8 2.6.0 1.7.12 1-0-0 1 5x3 II 30 = 1.5x3 II 1 2 3 30 = 4 3x4 = 30 = Scale. 1 12.6 LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 20 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 8=317/0-5.4, 5=317/Mechanical FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/0 BOT CHORD 7-8=0/289,6-7=0/289,5-6=0/289 WEBS 2-8---335/0,3-5---434/0 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- (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 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) 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 design panmefors and READ NOTES ON THIS AND tNCLUDED MrrEK REFERANCE GAGE MR -7473 rov. M032015 BEFORE USE. wtDesignvalidfauseonlywith1,4106 connectors. lids design Is based only upon parameters shown. and Is lot do hUINcAwI building cornponenl. not 6-0.4 a Inns system. Below tne, the I>tMdhg designer mtnI verity the applicability of dersJDn paaneters and properly Incaparate this design Into the overall bxBd&tg design. Bating Indicated K to Irevenl buckling of IndlvkltKd Inns web and/or chord members orgy. Additional temporary and permanent lAcrAng WOW Is always tequkGd lot slablilly and to prevent collapse wllh possible personal Inpny and properly damage. For general gtddance regarding the la ricatkri storage. delivery, erection anti btaeing of trusses and pita systems, seeANSI/IPI I Quality Criteria, DSB-89 and BCSI BuBding Component Plate Offsets MY)-- 12 0.1-8 Edael 130.1-8 Edael Tampa. FL 33610 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Veri(LL) 0.05 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Verl(TL) 0.07 7-8 932 240 BCLL 0.0 Rep Stresslncr YES WB 0.11 HOrz(TL) 0.00 5 n/a nta BCDL 5.0 Code FB020141'fP12007 Matrix) Weight: 35 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 20 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 8=317/0-5.4, 5=317/Mechanical FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/0 BOT CHORD 7-8=0/289,6-7=0/289,5-6=0/289 WEBS 2-8---335/0,3-5---434/0 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- (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 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) 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 design panmefors and READ NOTES ON THIS AND tNCLUDED MrrEK REFERANCE GAGE MR -7473 rov. M032015 BEFORE USE. wtDesignvalidfauseonlywith1,4106 connectors. lids design Is based only upon parameters shown. and Is lot do hUINcAwI building cornponenl. not a Inns system. Below tne, the I>tMdhg designer mtnI verity the applicability of dersJDn paaneters and properly Incaparate this design Into the overall bxBd&tg design. Bating Indicated K to Irevenl buckling of IndlvkltKd Inns web and/or chord members orgy. Additional temporary and permanent lAcrAng WOW Is always tequkGd lot slablilly and to prevent collapse wllh possible personal Inpny and properly damage. For general gtddance regarding the la ricatkri storage. delivery, erection anti btaeing of trusses and pita systems, seeANSI/IPI I Quality Criteria, DSB-89 and BCSI BuBding Component 6904 Parka East Blvd. Safely Information available from Inns Plate InstlMe, 218 N. lee Street. Sutle 312, Alexaxlrlo. VA 22314. Tampa. FL 33610 Job T rush Truss Type 11Y710551254 PLATES GRIP MT20 244/190 Weight: 90 lb FT = 20D/.F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No. I(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.l(flat) end verticals. WEBS 2x4 SP No.3(flat) 780147 F06 Floor Girder t t TOP CHORD 2-3=-1954/0,3-4=-1954/0,4-5=-2820(0,5-6---2820/0,6-7=-1778/0 BOT CHORD 13-14=0!787, 12-13=0/1954, 11-12=0/1954, 10-11=0/2273, 9-10=0/1256 WEBS 7-9=-1526/0, 7-10=0/809, 6.10=-766/0, 6-11=0/674, 5-11— 1232/0, 4-11=0/1328, 2-14=-1186/0, 2-13=0/1758, 3-13= 1170/0 Job Reference o trona! DYrrOiri rrrilJYY GO. iYni/Y, I.— vnr, rv,v. .awvv 0.1-8 H 1-3-0 1-104 6 5 3x4 II 7.5X3 1.5X3 = 6X8 = 3X6 11 1 2 3 4 1 D:81s7p2vlcca4)B9 DL55wDPz_ POS-yJgrYZRs xSkch W pOrKMv8E I E Is_T4A37be BAdm zl F5u 200 _ 4x6 11 3x6 11 4X6 11 5 6 2-0-0 0.1. le 6 . 1-22.4 4X6 It 7 30 = 5X6 = 1.5X3 If 5X6 = 3x6 = 3X6 = LOADING (psi) SPACING- 2.0.0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stresslncr NO BCDL 5.0 Code FBC2014/TPI2007 CSI. TC 0.94 BC 0.90 WB 0.84 Matrix) Design valkl for use only with Mllek® connectors. Itis destgn Is based only upon Pararnelers shown. and is for an hdlvldual buYdhng component, not DEFL. in (loc) Well Ud Vert(LL) -0.15 11-12 >999 360 Vert(TL) -0.23 11-12 >672 240 Horz(TL) 0.03 9 n1a Na PLATES GRIP MT20 244/190 Weight: 90 lb FT = 20D/.F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No. I(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.l(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. REACTIONS. (Ibrsize) 9=972/0-3-8,14=1011/0-5-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1954/0,3-4=-1954/0,4-5=-2820(0,5-6---2820/0,6-7=-1778/0 BOT CHORD 13-14=0!787, 12-13=0/1954, 11-12=0/1954, 10-11=0/2273, 9-10=0/1256 WEBS 7-9=-1526/0, 7-10=0/809, 6.10=-766/0, 6-11=0/674, 5-11— 1232/0, 4-11=0/1328, 2-14=-1186/0, 2-13=0/1758, 3-13= 1170/0 NOTES- (7) 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) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 596 Ib down at 6-2-0 on top chord. The desigrllselecllon of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 9-14=-10, 1-8=-100 Concentrated Loads (lb) Vert: 5=-596(F) Q WARNING - Verify derdyn prhenWon; and READ NOTES ON THIS AND INCLUDED M/!EK REFERANCE PAGEM11674173 r.v. IMSMIS BEFORE USE. Design valkl for use only with Mllek® connectors. Itis destgn Is based only upon Pararnelers shown. and is for an hdlvldual buYdhng component, not a Inns system. Befoo use. the bxlldhng designer must vedty the applicability of design paramoters and Ixoperly hncOnpolale 0% design Into the ovoall rx6ding design. Racing Indicated Is to pxevenl buckling or Individual truss web and/or chord mernbets only Addillonal temporary and permanent bracing WOW is always regrlred for stab011y and to prevent collapse vAlh posse personal InkoY and gopedy damage For general Guidance regarding Ire 6904 Parke Ernst Blvdslor(W. delivery, erecllon and bracing of Inures and truss systems. soeANSI/Mi l Quality CAt*da, DSII -89 and !CSI Buildlrp Component Torres. FL 33610SafetyInformationavdlablehomtrussNateInslltute, 218 N. Lee Sheet. Srlle 312. Alexandria. VA 22314. Job T russ Truss Type Oty PLATES GRIP MT20 244/190 Weight: 67 lb FT = 20°bF, 1145E LUMBER- BRACING - 6 always recluked for stab911y and to rAovenl collapse vAlh Ike personal inks`/ and property damage. For general guidance regading the fabrication, storage. delivery, erection and bracing of Inoxeses aIn= systems. seeANSVTPI I Quality Criteria. DS6-09 and SCSI Wilding Component TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except 710551255 780147 F07 FLOOR 3 1 REACTIONS. (Ib/size) 7=690/0-3-8,10--697/0-5-4 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Job Reference (optional) at.8 H 2-6-0 2 t 1.5x3 II 1.5x3 = 1.5x3 = 3x4 = 1 2 I D:81s7p2vlcca41B9DL55wDPz_POS-yJprYZReXSkchW pO1KMv8E112s254187beBAdmzfF5u 2.2.12 1 1 5x3 II 1.5x3 II 3 4 0 t8 Stale'. 1:22.4 1.5x3 It 30 = 1 5x3 = 5 6 3x4 = 30 = 3x6 = 13 9 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 lncr YES BCDL 5.0 Code FBC2014/TP12007 CSI. TC 0.65 BC 0.67 WB 0.32 Matrix) DEFL. in Verl(LL) -0.18 Vert(TL) -0.29 Horz(TL) 0.02 loc) Udell Ud 7-8 >853 360 7.8 >521 240 7 We Na PLATES GRIP MT20 244/190 Weight: 67 lb FT = 20°bF, 1145E LUMBER- BRACING - 6 always recluked for stab911y and to rAovenl collapse vAlh Ike personal inks`/ and property damage. For general guidance regading the fabrication, storage. delivery, erection and bracing of InoxesesaIn= systems. seeANSVTPI I Quality Criteria. DS6-09 and SCSI Wilding Component 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 ceding directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 7=690/0-3-8,10--697/0-5-4 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1421/0,3-4=-1421/0,4-5=-1421/0 BOT CHORD 9-10=0/952, 8-9=0/1421, 7-8=0/968 WEBS 2-10=-1111/0, 2-9=0/622, 5-7=-1118/o, 5-8=0/608 NOTES- (5) 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 3.1Od (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- Verity dWpn pmnwtw* and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MIP -7473 rev. I M"01S BEFORE USE. Design valid for use only with 10111ek®conneclors. BYs deOM Is IXWd only UPD n paolnelors shown, and Is r0/ an hvJMduc l IxNding component. not a Inks system. Belore trse, tho btlk9ng designer mast verify the aprplk:abllly of design parameters arxi properly incorporate this design Into the overall beading design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. AdNllonal temporary and penmanonl bracing MiTek" 6 always recluked for stab911y and to rAovenl collapse vAlh Ike personal inks`/ and property damage. For general guidance regading the fabrication, storage. delivery, erection and bracing of InoxesesaIn= systems. seeANSVTPI I Quality Criteria. DS6-09 and SCSI Wilding Component 6904 Parks East Blvd. Safety IMormar on available hom truss Rate Inslitute. 218 N. lee Street. Sulle 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Typety a Rtra system. Before use. the btrllalng designer mint verily the applicobiily of design parameters anal propetlY Olcorporale this design Into the overall lidding design. ®acing kxllcatod Is to prevent bmldRng of individual truss web and/or chord members only. Addllbnce lemporary and permanent Mailing WOW LOADING (pst) SPACING- 2.0.0 CSI. DEFL. T1055t256 T80147 F09 FLOOR 3 1 TC 0.85 Vert(LL) 0.22 10-11 870 360 MT20 244/190 Job Reference (optional) Builders FuslSouree. Tompa. prom Gey. Florida 33,555 0.1.8 H I 2-6-0i 1.3-0 ID:BIs7p2vjcca41B9DL55wDPz_POS-OWNDmuSUImsSIW.7ditBARr6A6Nsp;j p wk9CztF5t 2-0.4 2.6.0 I 2.6-0 tate. 1:28.5 1.5x3 = 1.5x3 iI 1.5x3 11 1.5x3 it Plate Offsets MY)— 111.0-1.8 Edge) 112.0.1-8 Edna] Design valid for use orgy with 141ek® connectors. lids design is based only upon pmaneters shown. and Is for an Individual building component. not a Rtra system. Before use. the btrllalng designer mint verily the applicobiily of design parameters anal propetlY Olcorporale this design Into the overall lidding design. ®acing kxllcatod Is to prevent bmldRng of individual truss web and/or chord members only. Addllbnce lemporary and permanent Mailing WOW LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.22 10-11 870 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) 0.32 10-11 598 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(fL) 0.04 9 We n1a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 85 lb FT = 20916F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(llat) TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 20 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=888/Mechanical, 14=888/0-7-4 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1656/0,3-4=-2297/0,4-5=-2297/0,5-6---2297/0,6-7=-1680/0 BOT CHORD 13.14=0/1277, 12-13=0/2022, 11-12=0/2297, 10-11=0/2032, 9-10=0/1280 WEBS 7-9=-1494/0, 7-10=0/635, 6.10=-560/0, 6-11=0/529, 2-14=-1491/0, 2-13=0/601, 3-13= 581/0, 3-12-0/625, 4-12=-330/0 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 girder(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 3.1 Od (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.' Q WARNING. Vattry do0fin paramotore and READ NOTES ON THIS AND INCLUDED 61/7Ex REFERANCE CAGE M*7473 rev. 1493001 5 BEFORE USE Design valid for use orgy with 141ek® connectors. lids design is based only upon pmaneters shown. and Is for an Individual building component. not a Rtra system. Before use. the btrllalng designer mint verily the applicobiily of design parameters anal propetlY Olcorporale this design Into the overall lidding design. ®acing kxllcatod Is to prevent bmldRng of individual truss web and/or chord members only. Addllbnce lemporary and permanent Mailing WOW 6 always iealred for stability and to prevent collapse with possible personal "and property, damage For genera, gnldaoe regarding fro faMk:allon. storage. delivery, erection and bracing of Imases and inns systems. seeANSVIPtl Quality Crllerb, CS11-09 and SCSI 9uIldRng Component 6904 Parke East Blvd. Safely Information available Rom buss Rate Institute. 218 N. lee Street, Sulle 312, Alexandria VA 22314. Tempe. FL 33610 Job rusS Truss Typepry DEFL. in loc) Wait Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Ven(LL) -0.22 10.11 >888 360 11 TB0147 F09 FLOOR 2 1 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 9 We Na Job Reference o honal Builders FesiSource. Tampa. Plant City. FIVIOD 33566 2b-0 + 1 ID:els7p2vicca41B9DL55wDPz_POS-OWNDmuSUlmsSIgOaG2t8hRr0 GJRpknHplwkgCzlF5t 1F10.8 i r 2.6-0 _ 2.6-0 i Scale . 1126.1 1.5x3 II 15x3 li 1.Sx311 15x3 11 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Wait Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Ven(LL) -0.22 10.11 >888 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert( L) -0.32 10-11 >602 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 9 We Na BCDL 5.0 Code FBC2014frP12007 Matrix) Weight: 83 lb FT = 20%F, 11%9E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 OC purlins, except BOT CHORD 20 SP No.2(llal) end venicals. WEBS 2x4 SP No.3(11at) BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. REACTIONS. (Ib/size) 14=880/0-4-0, 9=880/Mechanical FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1637/0,3-4=-2258/0,4.5=-2258/0,5-6=.2258/0,6-7=-1659/0 BOT CHORD 13-14=0/1264, 12-13=0/1994, 11-12=0/2258, 10-11=0/2007, 9-10=0/1266 WEBS 2-14=-1476/0, 7-9=-1477/0, 7-10=0/625, 6-10=-552/0, 2-13=0/592, 3-13=-568/0, 3-12-0/605, 4-12=-327/0, 6-11=0/510 NOTES- (6) 1) Unbalanced Iloor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) 'Semi-rigid pitchbreaks with laxed 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 lastened to each truss with 3-104 (0.131' X 3') 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.' 0 WARNING - Verify dadpn peremerere and READ NOTES ON THIS AND INCLUDED Mr/EK REFERANCE PAGE UP -7473 rov. 10,03,201S BEFORE USE. De*ln valid lot use only vAlh Mllek® connectors Sds design is based only ul on parameters sMwn. and K tot at individual bllding Component. nal a truss system. Wfore use. Ilya txlldlhsg designer mtal verily the dspplkablity of dosIM Ixxametors aril properly Incogxxatu 016 doslgn Into Rho ove cd, Ixedthlg design. Bracing Indicated Is to rxevenl LxscMir>V of Individual Insss wob ands/or chard members only. Additional temporary and permanent Ixacing MiT®k' Is always required for stability and to prevent collarAe wllh possible personal hdtay and txoperhr damage. For general gut dalce regard lrsg the fdxxkallon, storage. delivery. erection and baring of trusses and IIuss syslerms, soeANSI/TPI l Quality Criteria, DSB-89 and SCSI Building Component 6904 Parks East Blvd Safety Information available horn Truss Plate h1stitute. 218 N. lee Sheet. Suite 312. Alexandria. VA 22314. Tamps. FL 33610 Job rus3 Truss Type loc) Well Ud PLATES 12 >999 360 MT20 12 >910 240 10 n/a nta Weight: 109 lb Ply LUMBER- BRACING - WOW Is always required for sWhBlly and to prevent collarxsrs Win posWo personal hMry and property damage. For general guidance ropadlng ttw fabrlcalbon, storage. delivery. erection and bracing of Ines and tens systems, soeANSI/IPI I Cuallly Criteria, DSO -89 and BCSI Sullding Component TOP CHORD 20 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SP No.2(tlat) 'Except' 710551258 780147 F10 Floor Girder 10ty 1 1I 6-0.0 oc bracing: 17-18,15-17. REACTIONS. (lb/size) 10=2310/Mechanical, 17=272613-8-0.18=-612t3-" Max Upliltl8— 834(LC 7) Job Reference o trona w--. n, ¢., •fes •7 De.u, 1.714 i 1-7-141 11•--3-0 3x6 11 6x8 = 3x6 II 6x8 11 1 2 3 4 ID-8137p2v)cca4jB9DL55wDPz_POS-uabzET633_JwgymglONDINdxglW Y3W 02ygHhezlF5s r 2.2.4 Scale . 1:27.5 6x8 = 3x6 11 3x6 II 6X8 II 3x6 11 5 19 6 7 8 20 9 4x6 = 3x6 FP= 5x8 = 5x6 = 1.5x3 II 1.5x3 II 5x6 = 5x8 = 4X6 = 9 9 LOADING (psi) 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/rP12007 CSI. TC 0.76 BC 0.74 WB 0.90 Matrix) DEFL. in Verl(LL) -0.11 Verl(TL) -0.17 Horz(TL) 004 loc) Well Ud PLATES 12 >999 360 MT20 12 >910 240 10 n/a nta Weight: 109 lb GRIP 244/190 FT = 20%, F, 1106E LUMBER- BRACING - WOW Is always required for sWhBlly and to prevent collarxsrs Win posWo personal hMry and property damage. For general guidance ropadlng ttw fabrlcalbon, storage. delivery. erection and bracing of Ines and tens systems, soeANSI/IPI I Cuallly Criteria, DSO -89 and BCSI Sullding Component TOP CHORD 20 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SP No.2(tlat) 'Except' end verticals. 10-16:20 SP M 31 (flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 OC bracing, Except: WEBS 20 SP No.3(flat) 6-0.0 oc bracing: 17-18,15-17. REACTIONS. (lb/size) 10=2310/Mechanical, 17=272613-8-0.18=-612t3-" Max Upliltl8— 834(LC 7) Max Grav 10=2311(LC 4), 17=2779(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=0/2313, 3-4=0/2313, 4-5=-1078/0. 5-19=-3127/0, 6-19=-3127/0, 6-7=-4238/0, 7-8=-3176/0 BOT CHORD 17-18. 1062/0, 16-17=-1030/235, 15.16=-1030/235, 14-15=0/2085, 13-14=0/4238, 12-13=0/4238,11-12--0/4238,10-11--0/2107 WEBS 2-18-0/1401,2-17=-1651/0,4-15=0/1899,4-17=-2189/0, 5-15=-1869/0,5-14-0/1616, 6-14=-1677/0, 8-11=0/1656,8-10=-317510,7-11=- 1599/0 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 o1 withstanding 834 Ib uplift at joint 18. 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) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 10-18=-10, 1-19=-100, 19-20=-544(F=-444), 9-20=-100 Q WARNING. Vedly dedgn penmeren and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M0.7473 m. f WV3Wf6 BEFORE USE Design valid la use only vAm Mllek® connoctors IM design Is based only upon paameters shovm. and K la an Individual bulding componentt, not a cuss system. Before use, the building designer must verify Ila ay IcaMlly of design paamelers and Ixopehy incorporate IM desipn Into the overall building design. Bache Indicated Is to prevent bxalding or Individual Iruss wob and/or chord members only. Additional temporary and permanent bracing WOW Is always required for sWhBlly and to prevent collarxsrs Win posWo personal hMry and property damage. For general guidance ropadlng ttw fabrlcalbon, storage. delivery. erection and bracing of Ines and tens systems, soeANSI/IPI I Cuallly Criteria, DSO -89 and BCSI Sullding Component 6904 Parke East Blvd Salah Information avalable nom truss Plate Institute. 216 N. Lee Snoel. State 312. Alexandrlo. VA 22314. Tampa, FL 3300 Job russ TrUSS Type oty ply a frtm system. Before ,rse, the braiding designer must verity the aWicdNlly of design pxeanoters and properly 1lcorporate this design into the overall btdtding design. ®acing Irxllcoled Is to rxevent txrekling of Indivldwil buss web and/or chord members only. AddBtonal temporary and permanent bracing WOW Is always required (or stability and to prevent cotklrxsri wllh possible personal 0>Itay and property damage. for general giddance regarding the fabrication, storage. delivery. erection and brochg of Inmes and inm systems, seaMSl/IPl I Ouonly C4te4a, 0$6-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avollable from truss Rate institute. 218 N. Lee Sheet. Suite 312. Mexandda. VA 22314. Tempa. FL 33610 T,ossl2se 780147 F11 Floor 1 1 Job Reference (optional) ourroers rusrxwce. .arty.. r,um any. r,wwv eavv 1.6.6 1 1.5x3 II 2 3x4 = 5 ID:BIs7p2v)cea41B9DL55wDPz_POS-uixbzET633_JwgymglONDINmigsDYH502ygHhezf FSs 31.5x3 II 3x4 = 30 = 3.4-0 Scale. 1:11.3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Ven(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.03 4-5 >999 240 BCLL 0.0 Rep Stresslncr YES WB 0.04 HOrz(TL) 0.00 4 We n1a BCDL 5.0 Code FBC20141TP12007 (Matrix) Weight: 20 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3.4.0 oc puffins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=17610-4-0,5=17610-4-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (3) 1) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 2) 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 wails at their outer ends or restrained by other means. 3) '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 dodgy paremofers and REAO NOTES ON THIS ANO INCLUDED AMK REFERANCE PAGE NIF7473 rev. 140MIS BEFORE USE. Design valkl la use only with Mllek0 connectors. INs design Is based only upon parameters shown. and Is lot an I ndtvidtial Ixflding component not a frtm system. Before ,rse, the braiding designer must verity the aWicdNlly of design pxeanoters and properly 1lcorporate this design into the overall btdtding design. ®acing Irxllcoled Is to rxevent txrekling of Indivldwil buss web and/or chord members only. AddBtonal temporary and permanent bracing WOW Is always required (or stability and to prevent cotklrxsri wllh possible personal 0>Itay and property damage. for general giddance regarding the fabrication, storage. delivery. erection and brochg of Inmes and inm systems, seaMSl/IPl I Ouonly C4te4a, 0$6-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avollable from truss Rate institute. 218 N. Lee Sheet. Suite 312. Mexandda. VA 22314. Tempa. FL 33610 o fuss Truss Type ry y 700147 F12 FLOOR 5 710551260 1 Job Reference (optional) tsurroars rnsisource, r ampa, mann t,ny. rronoo a oo 0.1.8 H I— 2-6-0 1-3.0 1.5x3 II 1.5x3 = 3x6 = 4x6 = 4x6 = 1 2 3 26 25 ID:81s7p2v cca4j89DL55wDPz_POS-oZAHZupEGUa5K1DRsherlSgb4xXX9tao cUKtrz F3U 1-8-12 1.5x3 II 1 5x3 II 3x6 FP= 4 5 6 7 a 9 10 22.6.0 SWIG. 1:41.9 4x6 = 4x6 = 1.5x3 II 11 12 13 4m 24 23 22 21 20 19 1a 17 16 15 14 3x6 = 4x6 = 06 = 3x12 MT20HS FP = 4x6 = 06 = 34 = 1.5x3 SP= LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.48 18.19 >617 360 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert( L) -0.75 18-19 >395 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 HorZ(TL) 0.14 14 We Na BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 20 SP No. 1(flat)'Except' TOP CHORD 9.13: 20 SP No.2(flal) BOT CHORD 2x4 SP No. 1 (flat) 'Except* BOT CHORD 14-20: 20 SP M 31 (flat) WEBS 2x4 SP No.3(f1at) REACTIONS. (lb/size) 14=1353/0.4-0 (min. 0-1-8),24=135310-7-4 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2815/0, 3-4=-409510, 4-5= 4937/0, 5.6=-5371/0, 6.7. 5371/0, 7-8=-5371/0, 8-9=-4937/0,9-10---4937/0, 10-11=-4095/0,11-12=-2815/0 BOT CHORD 23.24=0/2047, 22-23=0/3552, 21-22=0/4622, 20.21=0/5230, 19.20=0/5230, 18.19=0/5371, 17.18=0/5230, 16-17=0/4622, 15-16=0/3551, 14-15-/2048 WEBS 2-24=-2389/0, 12-14. 2390/0, 12.15=0/1218, 11-15=-1170/0, 11-16=0/863, 10-16=-837/0, 10-17=0-501, 8-17=-522/0, 8-18=-242/640, 7-18=-329168.2-23=0/1218, 3-23=-1170/0, 3-22=0/863,4-22=-837/0,4-21=0/501, 5-21=-520/0,5-19=-240/639,6-19=-330/67 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 131 Ib FT = 200,16F, 1 I%E Structural wood sheathing directly applied or 4-0.8 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 2-2-0 oc bracing: 19-21. 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 30 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at Joint 20 = 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 3-10d (0.131' X 3') nails. Sirongbacks 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 0 WARNING- Verify dadpn panmstora and READ NOTES ON THIS AND INCLUDED M7EN REFERANCE PAGE AID -7473 rev. r0OMI S BEFORE USE Design valid rot use only with MlleW connectors Ihls desIW16 hosc-d only upon parameters shown. and Is for an Individual building component, not a ht= system. Before tae, the lxltdlng designer mini verify the %4-Alcobllty of design Ixpameters and mopeny Incorporate it* design Into the overdt bxYdIng design. Bracing Indicated Is to prevent budding of IndNklual Russ web arxi/a chard members only. Ad011orlal tomlwrary, and permanent brocing M iTek' S always recpUed for slab61ty and to prevent collapse with pow"o personal Intury 0-M property damage. Fa general gukknce regarding the storage. delivery. etecllon aril bating of mases 0-K) WAS systems. seeANSI/IPII Quality Criteria. DSB-89 and BCSI Building Component 6904 Parks East Blvd.fa"IcolkNL Safety Information avandNe nom Muss Plate Instituto. 218 N. boo Sheet. Sulle 312. Alexandflu. VA 22314 Tampa. FL 33610 Job russ Truss Typety LUMBER- ply a hugs system. Beforo uso. It,* Iy lkling designer muni verily the applicability of design parameters and properly Incorporate 11% design In10 the overall building design. I3crctng Indicated Is to prevent brcl4lnp of Individual Ines web and/or chord members only. AddillorKil temporary and permanent tracing TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 20 SP No 2(Ilat) Tempe, FL 33610 710551261 780147 F13 FLOOR 6 1 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1139/0,3-4=-1139/0,4-5=-1139/0 Job Reference (optional) DYNYe,i InS,JYY,1:e. ,Y„yu, r,Y„, v„], r,v„Yu .awvv o•1a 2.6-0 1.5x3 II 1 5x3 = 1 5x3 = 30 = t 2 I D:8ls7p2vlcca4l B9DL55wD Pz_POS-Mu VzAaUkgN6AY_xzOTvcroswmg33OHg UZHe Pr ESzi F5r I 2-3-121-3-0 Scale . 1:20.2 1.5x3 II 1 5x3 11 3x4 = 1.5x3 II 3 4 5 6 i DEFL. in Ven(LL) -0.19 Vert(TL) -0.34 Horz(R) 0.02 loc) Udell Ud PLATES GRIP 9.10 >737 360 MT20 244/190 9-10 >407 240 7 n/a n1a Weight: 601b FT = 20%F, 11%9E LUMBER- e 0 a hugs system. Beforo uso. It,* Iy lkling designer muni verily the applicability of design parameters and properly Incorporate 11% design In10 the overall building design. I3crctng Indicated Is to prevent brcl4lnp of Individual Ines web and/or chord members only. AddillorKil temporary and permanent tracing TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 20 SP No 2(Ilat) Tempe, FL 33610 and verticals. li0 B 30 = 9 B 30 = 30 = R9 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 TCDL 10.0 Lumber DOL 1.00 BC 0.70 BCLL 0.0 Rep Stress Incr YES WB 0.28 BCDL 5.0 Code FBC2014fTP12007 (Matrix) DEFL. in Ven(LL) -0.19 Vert(TL) -0.34 Horz(R) 0.02 loc) Udell Ud PLATES GRIP 9.10 >737 360 MT20 244/190 9-10 >407 240 7 n/a n1a Weight: 601b FT = 20%F, 11%9E LUMBER- BRACING - a hugs system. Beforo uso. It,* Iy lkling designer muni verily the applicability of design parameters and properly Incorporate 11% design In10 the overall building design. I3crctng Indicated Is to prevent brcl4lnp of Individual Ines web and/or chord members only. AddillorKil temporary and permanent tracing TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 20 SP No 2(Ilat) Tempe, FL 33610 and verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=629/0.7-4, 7=629/0.4.0 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1139/0,3-4=-1139/0,4-5=-1139/0 BOT CHORD 9-10--0/839,8-9=0/1139.7-8=0/846 WEBS 2-10.979/0, 2-9=0/446, 5-7=-988!0, 5.8=0/564, 4-8=-339/0 NOTES- (5) 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 3-1Oct (0.131' X 3') nails. Slrongbacks 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' WARNWG - Verily dedgn pwamo ws and READ NOTES ON THIS AND WCLUDED MASK REFERANCE PAGE MR -7473 rev. IM32016 BEFORE USE Design valkl for use only vAth 00111ek6 connectors. This design Is based only upon promoters shown. and Is for an IndMCNaI b6ding component. rol a hugs system. Beforo uso. It,* Iy lkling designer muni verily the applicability of design parameters and properly Incorporate 11% design In10 the overall building design. I3crctng Indicated Is to prevent brcl4lnp of Individual Ines web and/or chord members only. AddillorKil temporary and permanent tracing MiTek' Is always required for stabllny and to prevent collapse calm possible personal Ir1Kry and properly damage. For general guldonce regmdng the kArk:allon. storage. delivery. erection and boclng of inraesand Irursssyslems, sc*ANSVWPI Quality CrIledo, DSS -69 and SCSI Building Component 6904 Parke East Blvd. Safety Information owilatNe horn buns Plate Institute. 218 N Lee Street. Sulle 312. AlexondAa. VA 22314. Tempe, FL 33610 Job runs Truss Type oty pq in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 710551262 job 780147 HROI DIAGONAL HIP GIRDER 2 1 240 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Verl(I-) Reference (optional) Wrrraelsr"SMWrroe. romps, nam Nly,rq,qu Juaov .L55w Pz_P-.-.....-.... w- MbhI..._._..._._.._._._____ __ ID:8ts7p2vjeca4IBBDL55wDPz_POS•g53LOwVMbhE 19B69xAOr14T?BTNdt)9WjVG90mXzIFSq 1.5-0 I 6.2.11 9.9.5 5-0 6.2-11 3.6.10 2x4 II 34 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.17 5-8 696 240 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Verl(I-) 0.51 5-8 228 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 HOrz(TL) 0.01 5 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=380/0-8-2, 5=554/Mechanical Max Horz2=217(LC 4) Max Upli112— 109(LC 4), 5=-253(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1056t0,2-3=-490/145 BOT CHORD 2-5=-293/444 WEBS 3-5=-479/351 Scale. 1:23.1 PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20% Structural wood sheathing directly applied or 5.4-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vu11=139mph (3 -second gust) Vasd=108mph; TCDL=4.2psI; BCDL=6.0pst; h=25111; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; 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) o1 truss to bearing plate capable of withstanding 109 Ib uplift at joint 2 and 253 lb uplift at joint 5. 6) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=40(F=27, B=27) -to -9=35(F=25, B=25), 9=-5(F=25, B=25) -to -4=-132(F=-39, B=-39), 6=0(F=10, B=10) -10-5=-49(F=-14, B=-14) Q WARNING - Vodly dodyn pmomfora and READ NOTES ON THIS AND WCLUDEO NITEK REFERANCE PAGE N67473 ray. I&MOIS BEFORE USE Deu%n vdkl for use orgy Wih Mllek®connoctors. ifs deskp b lxned orgy upon p>tanelers shown, and h fol an IxlMduc l buSding component, not a Inns system. Below use, the building designer mirsi verity the of)O ••a Ally of design paramelers and properly Wori> rale this design Into the overall building design. Bracing Indicated Is to prevent L-Aidding of Individual muss web and/or chord members orgy. Additional temporary and permanonl bracing WOW Is always regnbed for stability and to pevenl collapse with possVe personal Ln1uy and popery damage. For general gtuklance regarding the fabrication, slotogo, delivery. erecllon and bracing of trusses and truss systems, seeANSI/IPI I Quality Crllerb, DSB-89 and SCSI Building Component 6904 Porke East Blvd Soloty Information available from Inas Plate Institute. 218 N. Lee Street. Slice 312. Alexandria. VA 22314. Tempe. FL 33610 Job russ Truss Type oty ply In loc) Well Ud TCLL 20.0 Plate Grip DOL 710551263 TS0147 HR02 DIAGONAL HIP GIRDER 2 1 240 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ven(TL) Job Reference (optional) aumen; rasizomice, I anwa. '0., r.ay.r _o 0 .,-...o.-y..._.._... ......... ...___...__. ..._ .. . _. ._.. ID:Bls7p2v)cca4jB9DL55wDPz__POS-g53LOwVMi; E1e869xAOr14T93TOX08tjVGSOmXzIF5q 1.5 0 7.1.4 0-9-5 1. 5.0 7.1.4 2.8-1 20 II 3x6 = 3x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Ver l(LL) 0.15 5.8 771 240 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ven(TL) 0.47 5-8 246 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(TL) 0.01 5 We We BCDL 10.0 Code FBC20141TP12007 Matrix -M) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 2=387/0.10.15, 5=547/Mechanical Max Horz2=143(LC 4) Max Uplift2>143(LC 4), 5= 212(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-9---1026/28,2-3=-592/226 BOT CHORD 2-5=-312/558 WEBS 3-5=-600/387 Scale . 1:21.0 PLATES GRIP MT20 244/190 Weight: 39 Ib FT = 20°9 Structural wood sheathing directly applied or 5-5-9 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.Opsl; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone, cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed lot 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.Ops1 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 143 Ib uplift at joint 2 and 212 Ib uplift at joint 5. 6)'Semi-rigid pitchbreaks with lixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) '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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=40(F=27, B=27) -10-9=35(F=25, 8=25), 9=-5(F=25, B=25) -to -4=-132(F=-39, B=-39), 6—_O(F=10, B=10) -Io -5=-49(F=-14, B=-14) WARNING- YaUy d00911 pararrWers and READ NOTES ON THIS AND INCLUDED MIrEX REFERANCE PAGE MD -7473 rev. 100111YlOI6 BEFORE USE Design vales "use only vAlh Mllekl9 connectors fit deslgin Islesed only upon paamretersshown. andIs la an Individual building component. not a inns system Before use, the IxAd tng designer must verify the applicabilityparametersofdesignparaeters aril properly hcor orate INs design Into the overall balding design 9ocing IrWlcaled Is to prevent buckting of Individual Ir ss web aril/o chord members only. Additional lemporay and perrwr ent tracing MOW Is always required for stability and to prevent collapse wllh possible personal trVu ry and property damage. For general guidance regarding the Iclrtcatbn. storalge, delivery, woctlon and bracing of frussos and truss Mlems. seeANSUTPII Quality Crlferlo. DSB-89 and SCSI Wilding Component 6904 Parka East Blvd. Safety IMamallon available from truss Rote Institute. 210 N Lee Street. Sulte 312, Adexondit VA 22314. Tempe. FL 33610 Job russ Truss Typety CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 710551264 T80147 HR03 ROOF SPECIAL GIRDER 2 1 240 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Ven(TL) Job Reference (optional) Bumers i nsl5ource. Tempa. Yram Utoy.frDOae J00ee ..,-... o,y,. .__._..... -. ....._. _. ._....----.. __ ID:8ls7p2VJoea4jB9DL55wDPz_POS-g53LOwV MbhE 19869xAOr14T5ETZUOB81VG90mXzIF5q 1.5.0 1 0.9.13 1-5-0 0.9.13 20 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Ven(TL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n1a BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 REACTIONS. (Ib/size) 2=287/0-8-0,4=5/Mechanical, 3=-162/Mechanical Max Harz 2=39(LC 4) Max Upl1112=-253(LC 4), 3=-162(LC 1) Max Grav2=287(LC 1), 4=9(LC 3), 3=150(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:6.8 IrT d d PLATES GRIP MT20 244/190 Weight: 5 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0.9.13 oc purlins. BOT CHORD 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.Opsl; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; 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 ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 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 lit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 253 lb uplift at joint 2 and 162 Ib uplift at joint 3. 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 - Vorssy dedgn parameters and READ NOTES ON THIS AND wcLUDED MREK REFERANCE PAGE M9.7473 rev. 141103?015 BEFORE USE. Design valid lot use oNy vAlh Mllek®Connoctors. D*design Is basLcf only upon rxacmeters snows, andis loo an Individual building cornponent. not a Inns system. Before use, the building designer must verily the c"AICCAA11Y 01 design paoametets cows property Incorporate this design Into the overall building design. Bracing Indicale l Is to prevent budding of Individual Inns web and/or chord mernbers only. Addllond lamporary and permanent boating Welk' 6 always oecl0ed for slab011y and to prevent collapse wllh possible personal Ir>krry and property damage. For general guidance regarding the labracatbn. storage. delivery, ereellon and btocIrV of Inoses and Inrss systems, seeANSI/FPI I Ouallly Criteria, DSB-89 and IICSI Bugding Component 6904 Parke East Blvd Safely Information available 110111 1r11S Rate Institute, 218 N. Lee Street. Sulle 312. Alexandria, VA 22314. Tempa. FL 33610 Job russ Truss Type oty ply Plate Grip DOL 1.25 WOW TC 0.07 TCDL 7.0 Lumber DOL 1.25 Tempo. FL 33610 TtOS5t265 780147 Jot JACK -OPEN 8 t Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP No 2 Job Reference(optional) Budder; FirdSourte. Ion9o. wont uny. Frorrda 3:ibbb . v v o.y..V T. W I.... .......... __.. . __ . ID:81s7p2ujcca4jB9DL55wDPz_P0S•IHdkb&_MunlhLVbt4iH?IvNeleOskwuxIzzlFSp 1-0-0 0.10.15 1-0-0 0.10.15 LOADING (psf) SPACING- 2-0-0 Design vall d for use only vAth HiekO connectors. this design Is based only upon parameters shown. and Is for an htllvidual building component. not CSI, TCLL 20.0 Plate Grip DOL 1.25 WOW TC 0.07 TCDL 7.0 Lumber DOL 1.25 Tempo. FL 33610 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=-12/Mechanical, 2=123x0-6-0, 4=8/Mechanical Max Horz 2=39(LC 12) Max Uplift3=-12(LC 1), 2. 59(LC 12) Max GraV3=12(LC 8), 2=123(LC 1), 4=17(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 2x4 = DEFL. In (loc) Well Ud Ven(LL) -0.00 2 >999 240 Vert(TL) -0.00 2 >999 180 Horz( L) -0.00 3 n/a We PLATES GRIP MT20 244/190 Scale . 1:6.9 Weight: 5 l FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10.15 oc purlins. BOT CHORD Rigid telling 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=6.0psf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Extenor(2) zone; cantilever left and right exposed ;C -C for members and forces & MW FRS for reactions shown; Lumber DOL --11.60 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 12 Ib uplift at joint 3 and 59 Ib uplift at joint 2. 6)'Semi-ngid 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 • veddy dedgn pwwwten and READ N07ES ON 7NI5 AND INCLUDED NITEK REFERANCE PAGE NP -7,673 rev. fa! MIS BEFORE USE. Design vall d for use only vAth HiekO connectors. this design Is based only upon parameters shown. and Is for an htllvidual building component. not a tuns system. Before use. the Ixdlding designor mull verily the oWicabllty, of design ixtinmeters and properly Incorporote link design into the overall building design. Bracing Indicated is to Ixeveni truckling of Individual tnis web and/or chord members orgy. Additional lernM ay and permanent bracing WOW is always ieeµdred for stability and to prevent collcVw wllh possible personal it*" and Ixoperty damage. For general guidance regarding the kr" Icafkxn, storage, delivery. erecllon and trodng of truces and lftm systems, seeANSI/iPI l Quality Criteria, DSB-09 and BCSI BulWing Component 6904 Parke East Blvd. Safety Information avalbble from lits Rate Insitrule. 218 N. lee Street. Sudto 312. Arexandrlo. VA 22314. Tempo. FL 33610 Job Truss Truss Type oty Ply a buss system. Before use, the building designer must verify the a ppllcablity of design poramelen and property Incorporate this design Into Iho overall bUklnU design. f3ach01ndicated Is to prevent bucMpnO op Individual (russ web and/or chord members only. Additional lomrotay an, permanent bracing MiTek' h always regalred for sla"lly and to prevent collapse with possUe personal I nluy and property damage For general ptldcMe regata9rn0 the fabricalbn. storage, delivery. ewectlon aril bacin0 of itusses and musssyslems, seeANSI/IPI I Ortat ly C4teda, 056.89 and SCSI SuOdfrng Componenl LOADING (psi) SPACING- 2-0-0 710551266 780147 J02 JACK -OPEN 6 t TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 2-4 Job Reference(optional) Builders Fustbource. IaOQe. Flan usy. 1-101100 33bbb , o v a w' ^^ T. if I•." ••'• ••" ••^'• "• `^ _._ . ID:ft7p2vicca4lB9DL55wDPz_POS-IHdib L_MunlhLVEt4rH?IYtualeOskwuxIzzlF5p 1-0-0 f _ 2.10.15 0.0 2.10.15 ' Scale: 1'.1 20 = LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=54/Mechanical, 2=180/0-6-0, 4=26/Mechanical Max Hor22=82(LC 12) Max UpliflU-54(LC 12), 2=-60(LC 12) Max Grav3=54(LC 1), 2=18O(LC 1), 4=52(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.15 oc purlins. 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=4.2pst; BCDL=6.Opsf; h=25f1; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C -C Extedor(2) zone; cantilever loll and right exposed ;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 capable of withstanding 54 Ib uplift at joint 3 and 60 Ib 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.' 0 WARNING - Verily dedgn peram Ilam and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM 7,173 rev. 180MIS BEFORE USE Design valid tow use only with MllekO connectors. This design Is lased only upon parameters shown, and Is for an frxlMdual Ixrlding component. not 2-to-ts a buss system. Before use, the building designer must verify the a ppllcablity of design poramelen and property Incorporate this design Into Iho overall bUklnU design. f3ach01ndicated Is to prevent bucMpnO op Individual (russ web and/or chord members only. Additional lomrotay an, permanent bracing MiTek' h always regalred for sla"lly and to prevent collapse with possUe personal I nluy and property damage For general ptldcMe regata9rn0 the fabricalbn. storage, delivery. ewectlon aril bacin0 of itusses and musssyslems, seeANSI/IPI I Ortat ly C4teda, 056.89 and SCSI SuOdfrng Componenl LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n1a rVa BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 11 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=54/Mechanical, 2=180/0-6-0, 4=26/Mechanical Max Hor22=82(LC 12) Max UpliflU-54(LC 12), 2=-60(LC 12) Max Grav3=54(LC 1), 2=18O(LC 1), 4=52(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.15 oc purlins. 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=4.2pst; BCDL=6.Opsf; h=25f1; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C -C Extedor(2) zone; cantilever loll and right exposed ;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 capable of withstanding 54 Ib uplift at joint 3 and 60 Ib 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.' 0 WARNING - Verily dedgn peram Ilam and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM 7,173 rev. 180MIS BEFORE USE Design valid tow use only with MllekO connectors. This design Is lased only upon parameters shown, and Is for an frxlMdual Ixrlding component. not a buss system. Before use, the building designer must verify the a ppllcablity of design poramelen and property Incorporate this design Into Iho overall bUklnU design. f3ach01ndicated Is to prevent bucMpnO op Individual (russ web and/or chord members only. Additional lomrotay an, permanent bracing MiTek' h always regalred for sla"lly and to prevent collapse with possUe personal I nluy and property damage For general ptldcMe regata9rn0 the fabricalbn. storage, delivery. ewectlon aril bacin0 of itusses and musssyslems, seeANSI/IPI I Ortat ly C4teda, 056.89 and SCSI SuOdfrng Componenl 6904 Perks East Blvd. satisfy Information avalk"o from buss Plate Institute. 218 N Lee Street. Salle 312, Alexandria, VA 72314. Temps. FL 33610 Job russ TFUSS Typety CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 710551267 780747 J03 JACK -OPEN 9 7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Job Reference tional BUlldere 1`I16150YICe, limps, Flora Gny, Miloo 33be6 o.v a;W, o. 2c.6 m"m.. • •P r^ ID:Bls7p2vjcca4jBBDL55wDPz_POS-nTB6pc W d61UIPRGY3bTJNVYPOHBxU5e0zaeVgOzf F5o 1-0-0 4.10.15 1-0-0 1 4.10.15 20 = 4.10.15 Scale. 1:17.1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grlp DOL 1.25 TC 0.34 Verl(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Verl(TL) 0.07 2.4 823 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horc(rL) 0.00 3 n1a We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 17 Ib FT = 20°/. LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=115/Mechanical, 2=247/0-6-0, 4=46/Mechanical Max Horz2=126(LC 12) Max Uplifl3=-106(LC 12), 2=-68(LC 12) Max Grav3=115(LC 1), 2=247(LC 1), 4=92(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 4.10.15 oc purlins. 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=4.2ps1; BCDL=6.Ops1; h=2511; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Exlerfor(2) zone; cantilever loll and right exposed ;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 20.0ps1 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 Ib uplift at joint 3 and 68 Ib 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.' 0 WARNING - Verify dodgn panmotora and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 4167473 rev. 1093,2015 BEFORE USE- SEDesignDesignvalidforuseorgyvAlhMalek® connectors. this design S posed only upon rxaameters shown. and Is for an Individual binding component. not a Inas system. Before use, the txLding deslgnor mtnl verily the applca blity of design parameters and properly I ncorporato this design Into the overall Ixildng design. Bating Indicated Is to prevent buclding of Individual Inns web and/or chord members only Addltlonal temporary and permanent bracing WOW is alwarys rogalred for stability and to provonl collapse wllh possible personal l nUsy and property damage. For general g ldcnce regarding the 6804 Porke East BlvdIabrlcatbn, storage, delivery. erection and txaclrg of tnases and Inas systems. weANSI/TPI l Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyinformationavailablefromTrussPlateInstitute. 218 N. tee Street. Sidle 312. Alexandria. VA 22314. Job rusS I russ I ype oty ply 710551266 TS0147 J04 JACK -OPEN 28 1 TC 0.62 Vert(LL) 0.10 2.4 814 240 Job Reference (optional) nU110e1e YaMoulce. 1arrga, "a. V.Y. rgnoa JJioo _. I D:BIs7p2vjcca4jB9DL55wDPz__POS-nTB6pcW d61UIPRGY3b7JNVYL7HBDU5e0zaeVgOzf F5o 1-0-0 7-0.0 1-0 0 7.0.0 Scale . 1.22.2 30 = LOADING (pst) SPACING- 2.0.0 CSI.DEFL. in Ioc) Vde11 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.10 2.4 814 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) 0.25 2.4 321 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 24 Ib FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=162/Mechanical, 2=321/0.6.0, 4=80/Mechanical Max Horz2=172(LC 12) Max Uplitt3=-132(LC 12), 2=-80(LC 12) Max Grav3=162(LC 1), 2=321 (LC 1), 4=123(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. 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- (7) 1) Wind: ASCE 7.10; Vu11=139mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ;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 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 132 Ib uplift at joint 3 and 80 Ib 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 - Va17y dedpn Pamnetae and READ NOTES ON TW AND INCLUDED WTEK REFERANCE PAGE M67473 ray. ilVMMIS BEFORE USE Design vtlkl fol use oNy with Miler connectors. Ms de*p Is based only upon parameters shown, and Is fol an trldlvkkxB bu1W1g component, nor a hum system. Belom use, the IxtOt l1g designer mini verify lie aWlcabllly of design parameters and popedy Ineoporale lhIs design Inlo the ovolall txYding design Bracing Indkaled is to povenl b ticlaing of Wk4dual buss web and/or chord members onlY• Addltlorld lempotary and pennanenl Mating M iT®k' Is always iequbed for stab011y and to prevent cdlarm with possible personcd trituy and properly damage. nor gen eid guidance regardng Sx+ k"Icatbri storage, delivery, erecllon aril bating of trusses and truss systems. seeANSI/IPI I Quality CrIteAo, DSB-89 and SCSI Bu0dN Componenl 6004 Parke East Blvd. Safety INonnatlon avdtable Dorn liuss Plate tnslltule. 21B N Leo Slieel. Suile 312. Alexardda. VA 22314. Tempe. FL 33610 aU110815 Fllal$OUICa. IOmpO. Flom Gay. 1-101100 J35bb . 6.v. Fry, ,w cv w m". mvwmoa. ,,n.. ...,. ,..,, ,.. .v._..v..,... ..y. . ID:8ls7p2vjcca4)B9DL55wDPz_POS-nTB6pcWd6lUIPRGY3bTJNVYTIHFR-S.O,ae.,- I 1.10.15 1-0-0 1.10.15 20 = LOADING (psf) Fuss Fuss Type ty b Plate Grip DOL 1.25 Welk' TC 0.06 TCDL 7.0 Lumber DOL 1.25 fabrication, storage, delivery. erection and bracing of Irussus and truss systems. soc-ANSI/TPII Quality Criteria, DSO -89 and SCSI Wilding Component 710551269 780147 JOS JACK -OPEN 4 t Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 Job Reference o ironal aU110815 Fllal$OUICa. IOmpO. Flom Gay. 1-101100 J35bb . 6.v. Fry, ,w cv w m". mvwmoa. ,,n.. ...,. ,..,, ,.. .v._..v..,... ..y. . ID:8ls7p2vjcca4)B9DL55wDPz_POS-nTB6pcWd6lUIPRGY3bTJNVYTIHFR-S.O,ae.,- I 1.10.15 1-0-0 1.10.15 20 = LOADING (psf) SPACING- 2.0-0 Design valid for use only v4th Mllek® connectors. ItJs design Is based only upn paaranoters shown, and Is for an trxlMd al building Component nor CSI. TCLL 20.0 Plate Grip DOL 1.25 Welk' TC 0.06 TCDL 7.0 Lumber DOL 1.25 fabrication, storage, delivery. erection and bracing of Irussus and truss systems. soc-ANSI/TPII Quality Criteria, DSO -89 and SCSI Wilding Component BC 0.04 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=33/Mechanical, 2=14210-8-0, 4=18/Mechanical Max Horz 2=47(LC 8) Max Uplift3=-28(LC 12), 2=-87(LC 8) Max Grav3=33(LC 1), 2=142(LC 1), 4=37(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) Ildell Ud Veri(LL) -0.00 2 >999 240 Verl(TL) -0.00 2.4 >999 180 Horz(rL) -0.00 3 n/a n/a Scale - 1:7.7 PLATES GRIP MT20 244/190 Weight: 8 Ib FT = 20%b BRACING - TOP CHORD Structural wood sheathing directly applied or 1.10.15 oc pudins. 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=4.2ps1; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Exterlor(2) zone, cantilever left and right exposed ;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) lot truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 Ib uplift at joint 3 and 87 Ib 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.' WARNING - Vodfy dodyn parar Wws and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M67473 rov. 1-04732016 BEFORE USE. Design valid for use only v4th Mllek® connectors. ItJs design Is based only upn paaranoters shown, and Is for an trxlMd al building Component nor a If system. Pelore use. The building designer must verify The agluca bllty of design pcnanelors and properly incorporale M design Into The overall Brac:N Irxlkared Is to buckling IndNklual Inns web and/or chord members only Addlllonal lemporary and permanent bracing Welk' L4AdbV design. prevent of Is always required fa srabtilly and to prevenl collapse with possible personal bVr+y, and popery damage. For general guidance regarding the 6904 Parke East Blvdfabrication, storage, delivery. erection and bracing of Irussus and truss systems. soc-ANSI/TPII Quality Criteria, DSO -89 and SCSI Wilding Component Torape. FL 33610safetyIrdormationavailablefromTrussPlateInstllule. 218 N. Leo Stroel. Suite 312. Alexandria, VA 22314. Job russ Truss Typety CSI. DEFL. In roc) Vdell Ud TCLL 20.0 Plate Gnp DOL Tlosstz7o 780147 J06 JACK -OPEN 4 t 240 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) Job Reference (optional) Btnldets Fuetstwrce. Tempe, rrom "y. rtonaa 3 iD6a ID:Bts7p2v)cca4IB9D 55wDPz_POS-FgIUOyXFteccObrkdl Ywi4ezha7DYtgCEN2NszIF5n 1-0-0 2.10.15 r 1-0-0 I 2.10.15 2x4 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In roc) Vdell Ud TCLL 20.0 Plate Gnp DOL 1.25 TC 0.10 Ven(LL) 0.00 2.4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.01 2.4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 3 n1a nfa BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 20 SP No -2 BOT CHORD 20 SP N0.2 REACTIONS. (Ib/size) 3=49/Mechanical, 2=184/0.8.0, 4=25/Mechanical Max Horz 2=61 (LC 8) Max Uplifl3=-42(LC 12), 2=108(LC 8) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1 io o PLATES GRIP MT20 244/190 Scale . 1:9.4 Weight: 11 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD Rigid telling 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=25fh Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever telt and right exposed ;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 2-0.0 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 42 Ib uplift at joint 3 and 108 Ib 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.' WARNING- Verily doWirn perametore and READ NOTES ON TMS AND INCLUDED M?EK REFERANCE PAGE M67473 rev. I89MIS BEFORE USE Design valid lot use only vAth Mllek® connectors D* design K lased only upon "ameters shown, and Is lar an YxllvkAlal bu101ng componenl, not a puss systern. Before too, the bildlng designer mtnl verily Iho applicability of design Ixnametets and properly Incottotole Ilds design Into the overall building design Bracing Indicated Is to prevent budding of Indl0clual Inco web and/ot chord members only. Addillonal temporary and permanent btocing MiT®k' Is always tegWed lot sk"lty and to prevent collapse wllh posslde personal knlury and property damage. For general guidance regarding the storage, dellvery. ¢rection and bracing of trusses and Incas systems seeANSI/TPll Dually Criteria, DSB-89 and SCSI Building Component 6D04 Petke East Blvd. fabrication, Safety Information avallable from truss Plate Institute. 218 N. lee Sheet. StAle 312. Alexarxift VA 22314. Taupe, FL 3300 Job russruss ype b Ply Plate Grip DOL 1.25 M iT®k• TC 0.27 TCDL 7.0 Lumber DOL 125 Tompa. FL 33610 T,oss,27, TB01 47 J07 JACK -OPEN 4 1 Code FBC2014ITP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 Job Reference (optional) Builders Firstsource. Tompe. more cny, rnonoa s+see ID:els7p2v1cca4fB9DL55wDPz_POS-FgIUOyXFtcccObrkdl Ywt4bEAYKDYI9CEN2N6zfF5n 1-0-0 4.10.15 r 1-0-0 4.10.15 20 = LOADING (pso SPACING- 2-0-0 Design valkl for use only wllh Milolrb connectors ibis design Is based only upon parameters shown, and is lot an Incllvickral building componenl, not CSI. TCLL 200 Plate Grip DOL 1.25 M iT®k• TC 0.27 TCDL 7.0 Lumber DOL 125 Tompa. FL 33610 BC 0.25 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014ITP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=111/Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz 2=91 [LC 8) Max Uplift3=-88(LC 12), 2=-118(LC 8) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 3) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (Ib) or less except when shown Scale . 1:12.7 DEFL. In (loc) Well Ud PLATES GRIP Veri(LL) -0.02 2-4 >999 240 MT20 244/190 Veri(TL) -0.06 2-4 >869 180 Horz(rL) -0.00 3 Na n/a Weight: 17 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10.15 oc purlins. 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.Opsf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Extenor(2) zone; cantilever left and right exposed ;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 nonconcunent with any other live loads. 3) ' 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 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 88 Ib uplift at joint 3 and 118 Ib uplift a1 joint 2. 6)'Semi-ngid 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 deslyn Panmobn end READ NOTES ON THIS AND WCLUDED MIfEK REFERANCE PAGE 0107473 rev. 1493MIS BEFORE USE. Design valkl for use only wllh Milolrb connectors ibis design Is based only upon parameters shown, and is lot an Incllvickral building componenl, not a IrusS syslein. Before tre. Iho building designer mast verily the applicability of design parameters and Ixopeily Incorporate M design Into the overall building design Bracing Indlcaled Is to prevent bttckling of trndMdttat Iniss web and/or chord members only. Additional temporary and ponnanenl bracing M iT®k• Is always ieca4rod for stability and to prevent collapse wllh possible personal Injury and properly damage For general guidance regarding the fabrication, slorage. delivery, enecllon and bracing of Imsses and truss systems, seeANSI/TPI I Qualify Criteria. DSB-E9 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tompa. FL 33610 Job russ Truss Type 0ty ly loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 710551272 TBO147 Joe JACK -OPEN 4 t MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.23 Job Referents loptionali tl OW$ rawsource. r empa. rrom % Ry. rMmu aaaoo --- - w• •- -- •- •-^ • ••^ •••---•••--• •••- - -- - -o- - ID:8Is7p2vlcca4jB9DLS5wDPz-POS•jsJsElYtevkT olOwAOVnTwdhx4q'ly 7lbu7bvIzIFSm r . 001 700 30 = 700 7-0.0 Scale 3/4'.1• LOADING (psi) SPACING- 2-0-0 CSI.DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 2-4 976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.23 2-4 340 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 We We BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 23 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanical Max Horz 2=121(LC 8) Max Uplilt3=-112(LC 12), 2= 135(LC 8) Max Grav3=160(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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- (7) 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 and C -C Extedor(2) zone; cantilever lett and right exposed ;C -C for members and forces 8 MW FRS for reactions shown; Lumber DOL0.60 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 capable of withstanding 112 Ib uplift at joint 3 and 135 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.' A WARNWO • Vodly dedgn pararmlon end READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAOE MA -7477 rov. 14932015 BEFORE USE. Design valid for use only vAth Mllek®connoctors. Ihfs deslg;n 6 b cwJ oNy ur»n pmamelws stnown, and Is ler an hrllvidual holding component. not a Isar syslern. Belore me, the Ixildlng designer must verify the aprAlcablly of design parametersand Ixoperly Incorporate IhIs design Into the overall txNc9ng design. ®acing Indicated Is to Ixovenl txresding of Individual tnra web and/or chord members only. Additional temporary and permanent bxacing MiTek' IS always imilied for stability and to prevent coltgxe Win possible personal Iryu ry and properly damage. For gonial guidance regading the ralxlcatlon. storage. delivery. orocllon and bxacing of trusses and Isar systems. socANSI/1PI I Quality Criteria. DSB-89 and BCSI Bulkling Component 6904 Parke East Blvd Safety Information avdloNe from truss folate Insbltule. 218 N. tee Street. Suite 312. Alexandria. VA 22314 Tempo. FL 33610 Job russruss Type oty Ply in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 710551273 TBO147 Jog JACK -OPEN 12 1 Lumber DOL 1.25 BC 0.00 Ven(TL) 0.00 1 n1r Job Reference (optional) Builders Festsoelce. Tampa. Yan1 Gny. FlOrrda 33Dbb iorva iw,.v cvio mn en mu.."..' oti. .--v„v.. u,a cv,V. I D:8ls7p2vlcca4l B9 DL55wDPz_POS-IsJsEi YtevkT e1OwAOV nT wdoO4xSy_c IOu7bvlzf FSm t-0-0 I 0.8-0 t-0-0 0 8-0 Scale . 1:7 1 3x4 = 2x4 11 LOADING (lost)SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 1 1111' 120 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Ven(TL) 0.00 1 n1r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 We rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=331/0-8-0,4=-25310-8-0 Max Horz2=23(LC 16) Max Uplif12=-208(LC 8), 4=-253(LC 1) Max Grav2=331(LC 1), 4=167(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-237/288 WEBS 3-4=-313/255 PLATES GRIP MT20 244/190 Weight: 4 Ib FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied or 0.8-0 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.Ops1; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Exlerior(2) zone; cantilever left and right exposed ;C -C for members and forces 8 MW FRS 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 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 208 Ib uplift at joint 2 and 253 Ib uplift at joint 4. 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 • Verify design penwWran and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Af*7473 MV. t0At3,2015 BEFORE USE. Design valid for use only wllh Mllek0 connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a IRMS system. Below use. The LANding designer mini verity The appllcabllty of design parameters and properly Incapolote This design Into The overall building design Bracing indicated is to buckling of Individual Inas web and/or chard members orgy. Additional Temporary and permanent bracing WOWprevent Is always required for slablllty arld to prevent collapse with possible personal frdilry and properly damage For general guldalce iegading the 6904 Parke East Blvdlabrkaallmstorage, delivery. eiecllon arta brocbg of Irtmes and Inas systems. seeANSI/TPI l Quality Criierio, DSB-89 and BCSI Buliding Componeni Tampa. FL 33610SafetyInformarionavallahhefromTrusPlateInstitute, 218 N Lee Street. Suppe 312, Alexandria. VA 22314. Job russ Truss Type oty Ply CSI. DEFL. in loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Tt0551274 TS0147 RDI HALF HIP GIRDER 2 1 2-6 >764 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 HOIz(TL) 0.02 5 We Na Job Reference(optional) Builders Fussoulce, Tar1p0. plan GOY, 1-101100 33bbb r.v+v a w, ,s zr w —n ..wa...v... n.. w . v . I D:81s7p2vieca4tBODL55wDPz_ POSysJsElYtevkTelOwAOVnTwdg64pGyx810u7bvIyv; f FSm 1-0.0 7-" 9-10-8 1-0-0 7-" 2.10.8 4x6 = 20 II 30 = 3x6 = Scale . 1.20 7 7-0-0 7-0-0 Design vtdki for use only wllh MllekS connectors. Rils design Is Ibsed only upon "amelels shown. and Is lot on lndlvkW building compononl. not 8.10-8 2.10.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.06 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Verl(TL) -0.15 2-6 >764 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 HOIz(TL) 0.02 5 We Na BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 43 lb FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.6.12 oc puffins, except BOT CHORD 20 SP No.2 end venlcafs. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 5=885/Mechanical, 2=607/0-8-0 Max Horz 2=123(LC 4) Max Upfilt5=-328(LC 4), 2=-240(LC 4) Max Grav5=960(LC 18), 2=607(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1071/292 BOT CHORD 2-6=-3151953.5-6=-308/903 WEBS 3-6=-115/814, 3-5=-1170/400 NOTES- (10) 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1, BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever lett and right exposed; 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 nonconcurent 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 328 Ib uplift at joint 5 and 240 Ib 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 647 lb down and 184 Ib up at 7-0-0 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 lace 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) Vert: 1-3=-54, 3.4=-120(F=-66), 2-6=-20, 5.6=-44(F=-24) Concentrated Loads (Ib) Vert: 6=-475(F) 0 WARNING - Verfly deafro perametam end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev. 14=0015 BEFORE USE. Design vtdki for use only wllh MllekS connectors. Rils design Is Ibsed only upon "amelels shown. and Is lot on lndlvkW building compononl. not a Miss system. Below %no. the txtldhO designer must verity the oWicabllty of design paamelels and properly Incaporalo this design Into Iho ovetdl IxRding design. Bracing Inuikated is to prevent bxtekling of IncilvkAKd trim web and/a chard members only. AdcYllorlal temporary aW permanent bracing WOW Is always lecludled lot slaNilly and to prevent collapse wllh possAA0 personal "arxi properly damage. For gonial guidance legadIng the lobticallon, slorago, dudNery. orectbn and tracing of Misses and Iniss systems. seeANSI/TPI I Quality Criteria. DSS -89 and SCSI Building Component 6004 Paike East Blvd. Satisfy Information ovatlable from truss Palo Institute, 218 N. Lee Sheol. Sidle 312, Alexoncido. VA 22314. Tempe, FL 33610 Job russ Truss Typety CSI. DEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL TtOS5t276 780147 Rpt HALF HIP 2 1 240 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Ven(TL) Job Reference (optional) MUMS rrn:raource, r ampa, ream terry, rrwoa aaaoo - • •• •• - ID:BIs7p2vjcca41B9DL55wDPz POS-B2sEReYVPDsKGv?7ktOO?7AsIU5ohOASfYs9RkzfF51 1 0 0 6-" + 9-0.0 9.10 8 _ 6-3.3 2.8-13 1 0 toe Scale - 1:22.0 3x4 = 20 II 3x6 = 3x6 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.23 2-6 490 240 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Ven(TL) 0.59 2.6 190 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horc(Q 0.01 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Usize) 6=343/Mechanical, 2=425/0.8.0 Max Horz2=152(LC 8) Max Uplift6=-128(LC 8), 2=-162(LC 8) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-438/212 BOT CHORD 2-6=-304/383 WEBS 3.6=-406/355 PLATES GRIP MT20 244/190 Weight: 42 Ib FT = 20"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- (8) 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., GCpl=0.18; MWFRS (envelope) gable end zone and C -C Exlerlor(2) zone; cantilever left and right exposed ;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 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint 6 and 162 Ib 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 - Verity dodpn paremoton and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE M&7473 rev. iGWWIS BEFORE USE Design valid lot use only vA81 Mllek® connectors. IhIs design Is based only upon poramelers shown, and Is la an Indivkkx0 building component not a htrs system. Below use, the bxllding designer mild verily Ilse apdk:abllly of design pararnelen and poperly Iteorporote this design Into the overall building design. Bracing Indicated Is to prevent btciding of Individual muss web and/or chord rnombers only. AddlIorW lernporary and pertnanan1 brocing MiTek' Is always regWred for stability and to pevenl colla"" with possUe personal ir"y and pop erty damage. For general g1ldalce regatding the Ic"Icatlon. storage. delivery. efecllon and bracing of misses and intss systems, soaAN$IMI I Quality criteria, DSB-89 and SCSI Building component 6904 Parke East Blvd. Safety Information ovalluble from bus Plate tnstltute. 218 N. leo Sbeel. Salto 312, Mexarldrla. VA 22314. Tarrpo. FL 33610 Job russ IruSS type oty Ply loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 710551276 780147 R03 MONOPITCH 10 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Ven(TL) 0.59 Job Reference (optional) eurraersvnstsouice.iampa. mamcrVy, ro*,osaaaoo • .._. ..._._.._.._.__.. . I D:BIs7p2v1cca4iB9DL55wDPz_POS-B2sEReYV PDsKGv?7kj0077AskU5mhO8SIYs9Rkzf F51 1-0-0 6.3.3 9.10.8 1-0-0 6.3.3 3.7.5 Scale e 1 22.2 2x4 II 3x6 = 3x8 = a1o•e 9.re-e LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Ven(LL) 0.23 2-5 489 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Ven(TL) 0.59 2-5 190 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 5 n1a Na BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 42 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No 3 BOT CHORD REACTIONS. (lb/size) 5=343/Mechanical, 2=425/0.8-0 Max Horz2=162(LC 8) Max Uplifl5=-134(LC 12), 2=-1 59(LC 8) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-438/198 BOT CHORD 2-5=-305/384 WEBS 3-5=-4101359 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- (7) 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=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; cantilever left and right exposed ;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 20.0psf 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 134 Ib uplift at joint 5 and 159 Ib 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 paranWors and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE W7473 rov. 10003/2016 BEFORE USE. Design valid for use only with ANlek0 connectors. this design Is based only upon parameters shown. and Is Ior an bxflvkMat building component. not a Muss system. Below use, the Ixrlldlng designer mtnl verify the applicability of design Ixlrarneters and properly hcoiporate Ihls design Into the overall btAlding design Brachg Indicaled Is to Ixevenl Lxlcklhg of Individual lrtm web and/or chord inernbeis only. Addllionat temporary and permanent bracing WOW Is always iecalred for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the labilcatbn. storage. delivery, erecilon arcs bracing of Iruse55 and tnm systems. sm-ANSI/IPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Parks East Blvd. Safety Information avoilobie Mom Lus Plate Institute, 218 N. Lee Skeet. Sulle 312. Aiexandda, VA 22314 Tarrpa. FL 33610 Job Truns USS Type y ply BC 0.85 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - 710551277 780147 R04 ROOF SPECIALI 4 1 I WEBS 20 SP No.3 REACTIONS. (lb/size) 8--887/0-8-0,2=964/0-8-0 Job Reference o tional ID:Ols7p2v1cca4iB9DL55wDPz_POS-fFOdezZ7AX_B13aJIRXFYLt4iuP.-k-b.-c--..I - 1-0-0 7.0.0 11-0-0 15-0-0 + 22-0-0 1.0-0 7-0-0 4-" 4.0-0 7-" 4x6 = Scale . 1:40.4 30 = ._ 3x4 = 3x8 = 3x8 = LOADING (psf) SPACING- 2.0.0 CSI, TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - 0.6610-11 TOP CHORD 20 SP No.2 180 BOT CHORD 20 SP No.2'Except* Horz(TL) 12-13.9-10: 20 SP No.3, 3-7: 2x4 SP No.t rda WEBS 20 SP No.3 REACTIONS. (lb/size) 8--887/0-8-0,2=964/0-8-0 Max Horz 2=120(LC 16) Max Up1i118=-88(LC 13), 2=-129(LC 12) DEFL. In (loc) Well L/d PLATES GRIP Vert(LL) 0.2410.11 999 240 MT20 244/190 Vert(TL) 0.6610-11 390 180 Horz(TL) 0.56 8 rda n1a Weight: 112 Ib FT = 2D% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.9-10 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1492/325, 3.4=-4020/536, 4.14=-1933/193, 5-14-1822/247, 5-15=-1822/247, 6-15=-1933/193,6-7=-40361547,7-8=-1492/333 BOT CHORD 2-13=-208/1243,12-13=-220/1494, 3-12=-32813513,11-12=-32513563, 10.11=-334/3577, 7.10- 336/3525, 9.10- 233/1512, 8.9-218/1257 WEBS 3-13=-1857/328, 5-11=-171/1251, 7-9=-18761341,4-11=-1932t382,4-12=-142/1299, 6.11-1946/392, 6-10=-151/1313 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Exterfor(2) zone; cantilever left and right exposed ;C -C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 200.01b AC unit load placed on the top chord, 11-0-0 from telt end, supported at two points, 2-0-0 apart. 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) o1 truss to bearing plate capable of withstanding 88 Ib uplift at joint 8 and 129 Ib uplift at joint 2. 7) 'Semi-rigid pllchbreaks 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.' 4CoN N 16 0 WARNING . Vodly design paramofore and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MB -7473 raw. IMMIS BEFORE USE. Design vaild lot use only with Mileu® connectors. INs design Is based only upon parameters shown, and Is for an Individual bulaltng component, nor auras system. Before rise. the btrilding deslpnot must verity the applibabllty of design parameters and properly Encorporale 1111s design Into the overall IxBding design. Bracing Indicated Is to prevent budding of Individual InR web and/or chord members only. AdtIDtanal temporary and permanent bating MiTek' It always rocOFed la sk"lly and to prevent collapse wllh possible personal bnMl' and property damage. For general gu ida ce regading the Iabkpatlon. storoge, delivery. erecilon and bating of trusses and Inns systems seeANSU1P11 Quality Criteria. D$9.69 and SCSI Building Component 6904 Parko East Blvd. Safety information avallahle nom buss Plate InsflMe. 218 N. Lee Street, Sulo 312. Alexandrlo. VA 22314. Tempo. FL 33610 Job rush Truss Type oty Py in roc) I/dell Ud TCLL 20.0 Plate Grip DOL 710551278 780147I ROS COMMON 6 1 240 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Verl(TL) Job Reference trona! Bw10e16 Fa8150urce, r orrgo. rranr cay, FrOnoa aa000 o-...,,,._..._,.. .... .. __..._. _. ._._..____.. ._o_- ID:8ls7p2v1cca4jB9DL55wDPz_POS-7R')sJamxg62VDBVs82U4YFCG11291016sLGWdzfF51 1.0.0 7.8.9 11-0-014.3.7 22-0-0 23 0.0 1-0-0 7-0-9 3.3.7 3.3.7 7.8.8 1-0.0 Scale. 1 40.7 4x6 = 4x6 = - axe = 6x8 = LOADING (psf) SPACING- 2.0-0 CSI.DEFL. in roc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Verl(LL) 0.22 2-8 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Verl(TL) 0.60 2-8 429 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 HOrz(TL) 0.04 6 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.1 WEBS 20 SP No.3 WEDGE Left: 20 SP No.3, Right: 20 SP No.3 REACTIONS. (lb/size) 2=861/0-8-0,6=861/0-8-0 Max Horz2=115(LC 16) Max Uplift2=-228(LC 12), 6=-228(LC 13) FORCES. (Ib) - Max. CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3---1202/483,3-4=-945/430.4-5=-945/430,5-6=-1202/483 BOT CHORD 2-8---29W981,6-8=-299/981 WEBS 4-8=-340!749, 5.8. 324/299, 3-8=-324/299 PLATES GRIP MT20 244/190 Weight: 97 Ib FT = 20%6 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc puffins. BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=139mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=6.Opsl; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ;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 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 lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 Ib uplift at joint 2 and 228 lb uplift at joint 6 6) "Semi-ngid 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 - Verrly deergn penmeten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A07473 rw. 1QNIR015 BEFORE USE. Design valid lot use only with MlleM connectors. 1Ns design Is based only upon pmamelers shown, and Is fat an lndl AdtKA building comfwnenl. not of design parameters and opedy trncatporale this design Into the ove,atlrnrslveritytheapdicabllly, Irabt= syslem. Berate use. the budlding designem building design. ®acing Indicated Is to prevent budding of Indivkival In= web and/or ctwrd members only. Addlllorxd lempwiry and permanent [racing MiTek' Is always iecµdred for slablilly and to prevent collapse with pos*)Ie personal Initrry and property damage. For general gtddance regarding the fabrication. storage. delivery. erection and bracing of Inrsses and inrss systems. seeANSI/TPI I Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avdkable born Truss Plate institute. 218 N. Lee Street. Sidle 312, Alexandda. VA 22314 Tempa. FL 33610 Job Truss truss type oty Ply a Was system. Before use. the bukb g designer must verity the applkoblily, of design paanelens and properly hconpoolo 1114 design Into the overall btAdfrhg dosign. Bio:klg Indicated Is to prevent buckling of IndNkkgl Inrss web and/or chord members orgy_ Additional temporary and permanent Ilracing WOW 6 always required Ion stabllly artnd to prevenl collapse vAth possible personal h uy and property damage. For general grldance regarding the L sloago. dellvM, erection oral bnackng of busses and Irus systems, seeANSUVI I Quality Criteria, DSO -89 and SCSI Building Component 6904 Perke East Blvd. IalXIC0110 Safely tMormaton avaltable from Trus Role Insllfule, 218 N. Lee Street. Sulle 312, Alexandria• VA 22314. Tompe, FL 33610 710551279 T00147 R06 GABLE t 1 Job Reference (optional) nursers r•aeraource. tango, 'a. any, aortae oaaoor, •_ •• ••. •o^ •. ---•. --. .. _. _- I D:8ls7p2vlcca4jB9DL55wDPz_POS-bdYN3fbOi8Fv7MjhPs74dmoMdi51 ujwuLW5p23zfF5i 1-0-0 7.8.9 11-0-0 14 .3.7 22.0.0 23-0-0 100 7-8-8 3-37 3.3.7 7.8.9 1-0-0 Scale . 1:40 7 4x6 = 30 = JA9 — 5x8 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.11 19-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Verl(TL) -0.32 19.20 >801 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(TL) 0.08 12 n/a rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 132 lb FT = 20%6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-7 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 20 SP No.3 OTHERS 20 SP No.3 WEDGE Left: 20 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=1411/0-8-0,12=1411/0-8-0 Max Horz 2= 11 5(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2079/0, 3-4=-1912/0,4-5=-1883/0,5-6---1680/0,6-7=-149310,7-8=-1493/0, 8-9= 1680/0, 9.10— 1883/0, 10-11=-1912/0, 11-12=-2079/0 BOT CHORD 2-20=0/1673, 19-20=0/1673, 18-19=0/1673, 17-18=0/1673, 16-17=0/1673, 15-16=0/1673, 14.15=0/1673, 12-14=0/1673 WEBS 8-17=-698/0, 7.17=0/1043, 6-17=-699/0, 5-18=0/299, 9.16=0/299 NOTES- (10) 1) Unbalanced tool 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.Ops1; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever telt and right exposed; 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 ANSI/TPI 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 psf bottom chord live load nonconcurent with any other live loads. 7) ' 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. 8) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 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) Vert: 1-27=-54, 7-27=-104(F=-50), 7-28=-I04(F=-50), 13-28=-54,2.12=-20 Q WARNING - Verfly dedyn peramefas and READ NOTES ON THIS AND INCLUDED 4NTEK REFERANCE PAGE MD -7473 rev. 10032016 BEFORE USE. Design valkd to use orgy vAm Mllek® conneclors this design Is based orgy upon parameters shown, and Is la an VKROdual twlding component. not a Was system. Before use. the bukb g designer must verity the applkoblily, of design paanelens and properly hconpoolo 1114 design Into the overall btAdfrhg dosign. Bio:klg Indicated Is to prevent buckling of IndNkkgl Inrss web and/or chord members orgy_ Additional temporary and permanent Ilracing WOW 6 always required Ion stabllly artnd to prevenl collapse vAth possible personal h uy and property damage. For general grldance regarding the L sloago. dellvM, erection oral bnackng of busses and Irus systems, seeANSUVI I Quality Criteria, DSO -89 and SCSI Building Component 6904 Perke East Blvd. IalXIC0110 Safely tMormaton avaltable from Trus Role Insllfule, 218 N. Lee Street. Sulle 312, Alexandria• VA 22314. Tompe, FL 33610 Job Truss Truss Type Qty TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 7.0 710551280 TS0147 R07 MonopricA t t YES WB 0.00 BCDL 10.0 Code FBC20141TP12007 Job Reference (optional) Builders FirslSource. Tarrga. Plerd city. Fonda 33565 r 640 a AP, n 20.6 mr..w ..ua..ea...e. .. .... .. ,,. i . ID:Bls7p2vjcca4jB9DLS5wDPz_POS-bdYN31bOr8Fv7MthPsZ)dmoF p.iTup7uLW5p23ZIF5i 7.1" 7.10.8 Scale. 1:18.7 3x4 11 LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 7.0 Lumber DOL 1.25 BC 0.32 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20141TP12007 Matrix -M) 20 11 DEFL. in (loc) Well Ud PLATES GRIP Ved(LL) -0.05 3.4 >999 240 MT20 244/190 Vert( L) -0.13 3-4 >629 180 HOrz(TL) 0.00 3 n1a Na Weight: 28 Ib FT = 2D% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 3=213/Mechanleal, 4=359/0.3-0 Max HorZ4=114(LC 12) Max Uplift3=-85(LC 12), 4=-124(LC 8) 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- (7) 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. Il, Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Extedor(2) zone; cantilever left and right exposed :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 nonconcurrenl 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 Ib uplift at joint 3 and 124 Ib 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) '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. Veiny doOgn perarnefere and READ NOTES ON THIS AND INCLUOEO WTEK REFERANCE PAGE Al11-7473 rev. I&OW015 BEFORE USE Design valid for use only wllh Mllek® connectors. lits design is based only upon parameters shown. and Is for an Individual building component not a hiss system. Before tae. the Ixildbt0 designer mtrsl verily lite appilcablilly of design pararnelers and Iroporly incorporate this design Into lite overall building design. Bracing indicated K to prevent Ixrckling of Individual Inm web and/or chord members only. Additional lemporay, and permanent bracing Welk' d always regtAed log slabtlly and to prevent collapse vAlh possible personal bn try and property dranage. For gemiall gtldance regarding the ktbrk:atkxt, storage. delivery. erection and bracing of irtases and tnm syslerns, seeAN51/1PI I Ouatly Criteria, D5S-89 and SCSI Butdbtg Component 6904 Parke East Blvd. Safely Information available from buss Plate institute. 218 N tee Sbeel. Stile 312, Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type 0ty Ply hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 710561291 780147 ROB MONOPITCH 9 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(fl-) 0.12 Job Reference (optional) Builders FI181$OUlte. Tampa, Fiord coy, r -roma aa•,ab ^F• •• &_^ • ^• ID:8ls7p2v1cca41B9DL55WDPz_POS-3p61H?cOTSNmWW IuzZ5yAzKaJ5andGM..-"-a..." t.0.0 7.10.8 t-0-0 7-10.8 Scale - 1:18.7 3x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Veri(LL) 0.05 4-5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(fl-) 0.12 4-5 645 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TQ 0.00 4 n/a Na BCDL 10.0 Code FBC2014lfP12007 Matrix -M) Weight: 29 Ib 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 REACTIONS. (Ib/size) 4=208/Mechanical, 5=418/0.3-0 Max Horz 5=133(LC 8) Max Uplitt4— 83(LC 12), 5=-178(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6.0-0 OC pUdirls, except end venicais. 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=25f1; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Exterior(2) zone, cantilever telt and right exposed ;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 pst 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 tit 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 83 Ib uplift at joint 4 and 178 Ib uplift at joint 5. 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.' 0 WARNING. vertry dedgn pwamefere and READ NOTES ON THOS AND INCLUDED MrrEK REFERANCE PAGE W7473 rev. I&MMO1S BEFORE USE. Design vdki to use only vAlh Mitek® connectors. Rils design 6 based only upon paaneters shown, and is to an bxllvkAxl bxAdbng component. not o buss system Before use, the building designer mirst verity, the appbk:abllly of design lain niers and poperly incopoiate 016 design bnlo the overall baUdng design. Bracing Indicated 6 to imevenl buckling of bxtividual iniss web and/or chord members only. Addtborwl lempoary and permanent bracing MiTek' 6 always ioclubed for stability and to prevent collapse atm possible personal Initay and prowily damage. For general guidance regarding the lairlcallo n. storage, dollvoy, erection and bracbng of Innvas and buss systons, seeANSI/TPI I Quality criteria. OS11-89 and SCSI Building Component 6904 Parke Easl Blvd. Safety Information available San truss Plate Institute, 218 N. Lee Street. Suite 312, Mexandda. VA 22314. Tampa. FL 33610 Job Truss Truss Typety DEFL. In Ply TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.49 14 >972 240 MT20 244/190 TCDL 7.0 Lumber DOL 770551282 780147 Rt0 HIP GIRDER 2 2 Job Reference o trona Builders Fest5ource. Tor pa. Plant Gay. Florrdo 33566 ry., .w c..... .... a.. ...wo..00.. ti .. ID:8ls7p2vjcca4jB9DL55wDPz_POS-3p61H?cOTSNmIW IuzZSyZlK iiiSXd672aAgMaWzrF5h 1-0 7-0-0 13.5.2 200-0 26.6.14 33.0-0 40.00 1 O 7-0 0 6.5.2 6.6.14 66.14 6.5.2 700 1 0 5x6 = 6.00F1_2 20 II 30 = 3x6 = 30 = Scale . 1:70.7 3x6 = 17 16 15 14 13 12 11 3xb = 2x4 I 4x6 = 3xe = 3x8 = 4x6 = 3x8 = 2x4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.49 14 >972 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ven( L) -0.92 14-15 >517 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz( L) 0.24 9 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 383 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 3-6,6-8:2x4 SP M 31 BOT CHORD Rigid telling directly applied or 7-6-8 oc bracing. BOT CHORD 20 SP No.2 *Except' 12.16: 20 SP No.1 WEBS 20 SP No.3 REACTIONS. (lb(size) 2=3180/0-6-0,9=3180/0-6-0 Max Horz 2=-77(LC 9) Max Upllft2=-1132(LC 5),9=-1 132(LC 4) Max Grav2=3269(LC 18), 9=3269(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6681/2365, 3.4. 8869/3336, 4-5=-9839/3700, 5-6=-9839/3700, 6-7=-9839/3700, 7-8---8869/3336,8-9-6681/2365 BOT CHORD 2-17=-2072/5939,16.17=-2068/5902,15-16= 2068/5902,14-15=-3276/8966, 13 -14= -3240/8931,12-13=-2022/5844,11-12=-2022/5844,9-11=-2026/5881 WEBS 3-17=-114/908,3-15— 1439/3557,4-15=-1413/876,4-14=-454/1143,5.14_ 787/585, 7-14=-455/1143,7-13=-14131876,8-13---1439/3557,8-11=-114/908 NOTES- (11) 1) 2 -ply truss to be connected together with l Od (0.131'x3') 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. 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 (B), unless otherwlse 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=4.2pst; BCDL=6.Opst; h=2511; Cat. ll; Exp B, Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1132 Ib uplift at joint 2 and 1132 Ib uplift at joint 9. 9) 'Semi-rigid pitchbreaks with lixed heels' Member end lixity 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) 676 lb down and 223 lb up at 33.0.0, and 676 Ib down and 223 lb up at 7-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 11) 'This manufactured product is designed as an Individual building component. The suitability and use of this component lot any Cond0V-W iQg is the responsibility of the building designer per ANSI TPI 1 as relerencea oy the Dunang cone Q WARNWO. Ved/y dedyn pownepn and READ NOTES ON TMS AND WCLUDED PWYEK REFERANCE GAGE 40-7473 rev. 140:MIS BEFORE USE Design valkl for use only with Mllek®corvteclors. R& dedgn Is bxned only upon parameters shown. and Is 101 al individual b ulding component. not Inas system. Before use. the Ydng designer must verily the applicability of design pmameters and ixopedy hcomosato ih6 design into the overallaInbx btAdhD design. Bracing Indicated is to Ixovenl buckling of individual truss web and/or chord members orgy. Addlkxnot temporary and permanent txadng WOW Is always redalred for stability and to prevenl collapse vAlh possible, persorxi hltay ail property damage. for general gt4dance regadng the talxk atkxn. slordpe. delivery, orectlon and bracing of Inmes and truss systems, seeANSI/IPI I Cua1lly Criterio. DSB-89 and BCSI Building Component 6904 Pmke East Blvd. Solely Inlormallon available horn atm Plat Institute. 218 N Lee Street, Suite 312. Alexaxlrio, VA 22314. Tempo. FL 33610 Job rust Truss Typety Pty 710551262 TBO147 R10 HIP GIRDER 2 e 2 Deb Reference(optional) Builders 1-nsibovice, l amps. vlem Uny. 1-101100 44m b LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-8-120(F=-66), 8-10=-54, 2-17=-20, 11-17— 44(F=-24), 9-11=-20 Concentrated Loads (ib) Vert: 17-475(F) 11-475(F) w, ... ........,,. . _v_ I D:Bls7p2vlCea4tB9DL55wDPz_POS-YOg7ULCeEIVCMgt4XGCBIBteuVomMZFBpgaw6yzf F5g Q WARNING - Verily dedyn parameters and READ NOTES ON INS AND INCLUDED AU EK REFERANCE PAGE MJF7473 MV. IBM2015 BEFORE USE. Design valid lot use only vAth Mllek® connectors. This design Is lased orgy upon parameters shown, and Is for an Individual building component, not a lusts system. Before use, the "dump designer must verity the applicability of design parameters artcl properly Incorporate W& design Into the overall ixDalng design Bating Indicated is to prevent bucldtnp of Individual Inca web and/or chord members only Adalllonallemporary and permanent bracing M iTek' Is always pec l trod lor stablilty and to prevent collapse wllh possible personal injury and properly danoge Fa general guidance regodng tlw labrk:atlon, storage, delivery. erection and traclrtg of Inraes and Inca systems. seeAN51/iP1I Quality Crilala, DSB-89 and 6CSI BuIlding Component 6904 Parke East Blvd. Safety Information available from buss Plate institute. 218 N lee Street. Sulte 312. Alexandria VA 22314. Tampe. FL 33610 Job rues I ruse I ypety CSI. Ply roc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ven(LL) -0.28 T1055t283 T80147 R11 HIP 2 t 12.14 >577 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 HOIz(rL) 0.19 Job Reference (optional) Buddere FuslSouice, Terga. Plard Goy, Florida 33566 r one a Apr i u 206 mn ex mousrnes, im. Wed mm v i .6 41:3; cv. r . pe ID:61s7p2vjcca4fB9DL55wDPz_POS-YOg7ULceEIVcMgt4XGcB1BtgPVmVMdW Bpgaw6yzfF5g 1-0 66.6 9.0-0 15119 24.0.7 31-0-0 335.10 4000 t 0 666 2.510 6.11-9 6-0-t4 611.9 2.5 t0 666 0 0' 0 5x6 = 6.o0 3x4 = 5 30 = 3x6 = 5x6 = a Scale - 1:70.7 3x6 = 16 15 14 13 12 3x6 = 3xe = 4x6 = 3x4 = 4x6 = 3x8 = LOADING (pst) SPACING- 2-0.0 CSI. DEFL. In roc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ven(LL) -0.28 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Verl(R) -0.82 12.14 >577 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 HOIz(rL) 0.19 10 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 191 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc pudins. BOT CHORD 20 SP No.l BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 5-16,7-12 REACTIONS. (lb(size) 2=1529/0-6-0,10--1529/0-6-0 Max Horz 2=-96(LC 13) Max Uplitt2=-318(LC 9), 10=-318(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3---2735/976,3-4=-2537/939,4-5--.2259/863,5-6---3164/1141, 6.7=-3164/1141, 7-8=-2259/863, 8-9=-2537/939, 9-10— 2735/976 BOT CHORD 2-16-745/2356, 15-16=-960/3068, 14-15=-960/3068, 13-14— 961/3068, 12-13=-961/3068, 10-12=-752/2356 WEBS 4-16-284/916, 5-16=-1044/429, 514=0/295, 7.14=0/295, 7-12=-1044/429, 8-12=-284/916 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=6.0psf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ;C -C for members and forces 6 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 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 318 Ib uplift at joint 2 and 318 lb uplift at joint 10. 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 • Vert y dedyn Peremotom end READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE 01867473 rev. lW3,2015 BEFORE USE. Design valid fa use only vAth Mllek® connectors. lhis design Is based oNy upon Ixxcimeters Mown. and Is for on MlvkW b lding component. not o frtas system. Before tae, the Ixlldrlg designer mini verify the applicability of design paanoters and Ixoperly 1lcorpoiale lids design tnio the overall btAding design. Bracing Indicated Is to budding of Individual In= web and/or chord mombois only. Addliond temporary and permanent bracing WOWprevent Is always iogtdied for sktAlly and to prevent collapse with possible petsonal Irytsy and pxoperly damage. For general gtddasce regarding the fabilcollon. storage, deMery, erection and braclr,g of tnrsstu CAW Iniss systems, sooANSIMII Quality CAte4a, DSB-89 and SCSI BuBding Componenl 6904 Parke East Blvd. Safety Information ave ic"o from litss Rale Institute. 218 N. lee Street, Sulte 312. Alexaitdrla. VA 22314. Torrpo. FL 33610 Job ruse Truss Typety ly Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 710551284 780147 R12 HIP 2 1 Code FBC2014/fP12007 Weight: 198 Ib FT = 20% BRACING - Job Reference (optional) Builders FIIslSource• Tarrga. Plant Cly, Flonfla 33566 r 640 s Apr rr cvio m„.k mous ea. 4. .v. v yo , ID:61s7p2vjcca41B9DL55wDPz_POS-OCEWihdG93dT_gSG5_70FOOrcv6D55mK1 UJTIOzfF5f 1-0 7.8.4 11.0-0 17.2.7 22.9-8 29.0.0 L2 3-'2 40-0.0 1-0 7 e-4 3-3-12 6.2-7 5-7.3 6.2.7 33.12 78.4 -0 5x6 = 30 = 5 3x6 = 30 = 6 7 Scale - 1:70.7 3x6 = 16 — .. — — — — .., 12 3x6 = 3x8 = 4x6 = 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/fP12007 LUMBER - TOP CHORD 2x4 SP No -1 'Except' 4-6,6.8: 2x4 SP N0.2 BOT CHORD 20 SP No.1 'Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 30 = 4x6 = 3x8 = CSI. DEFL. in roc) Udell Ud PLATES GRIP TC 0.76 Ven(LL) -0.31 2-16 >999 240 MT20 244/190 BC 0.89 Vert(1L) -0.87 2-16 >545 180 WB 0.33 HOrz(TL) 0.17 10 n/a We Matrix) Weight: 198 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-1 oc bracing WEBS 1 Row at micipt 5-16,7-12 REACTIONS. (Ib/slze) 2=1529/0-6-0,10--1529/0-6-0 Max Horz 2= 1 15(LC 16) Max Uplifl2=-300(LC 12), 10-300(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2654/987, 3.4=-2408/923, 4-5=-2117/852, 5-6=-2596/1018, 6-7=-2596/1018, 7-8=-2117/852,8-9=-2408/923,9-10=-2654/987 BOT CHORD 2-16=-741/2299, 15-16=-752/2560, 15-17— 752/2560, 17-18— 752/2560, 14-18=-752/2560, 14-19=-753/2560, 19-20=-753/2560, 13.20=-753/2560, 12-13=-753/2560, 10-12=-748/2299 WEBS 3-16=-3021284, 4-16=-273/857, 5-16-689/296, 7-12=.689/296, 8-12=-273/857, 9-12=-3021284 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=4.2ps1; BCDL=6.0ps1; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Exterlor(2) zone; cantilever left and right exposed ;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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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 = 10.Ops1. 6) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 300 Ib uplllt at joint 2 and 300 lb uplift at Joint 10 7) 'Semi-ngid 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.' r71 Q WARNING - Verdy dedgn ommolas and READ NOTES ON THIS AND INCLUDED AGTEN REFERANCE PAGE A07473 mv. 100302016 BEFORE USE Design valid lot use only with Mllek®conneclors. Ihls design Is bcn ed only upon paamefets srwwn, and Is lot an hxiMclual buldbng component. not a bass system. Belom aao, the ixOdng designer must verify the aptlieablity of design paametets and prop -mly Incortwnato Ihts ck--4n Into the overall building design. Brocing Irldlcaled Is to provenl budding of ItxdWuol Inrss web and/or chard members only. Addlllonal temp fary and pamianenl bracing WOW Is always required for stability and to Ixevenl collapse wllh possible personal Injury and property damage. For general ga/dance regadIng the labrtcollm storage. delivery, eroctkxn and beading of InlSsos and Irtm systems, seeANSI/TPI l Quality Criteria. DSB-89 and SCSI Building Component 6804 Parke East Blvd. Safety Information available from buss Rate Instituto. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ TypebT10551285 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 WB 0.36 Horz(TL) 0.15 8 rVa We TS0147 R13 ITruss HIP 2 1 TOP CHORD Structural wood sheathing directly applied or 2-7.15 oc puffins. BOT CHORD Job Reference o trona) Builders FbesSoures. Tempa. Plant City, Fonda 33566 r 640 s Apr 19 2016 Mn en m0usurss. me vu M0. 0. age . I D:8ls7p2vjcca41B9DL55wDPz_POS-UOnuv1 eumNlKc_tTehef ncy 1 BJS5gYVUG731 BgziFSe 1-0 7-0.5 13-0-0 20-0-0 27:0 32-11.11 40-0.0 1.0 705 511-tt 7-0-0 7.0.0 511.11 705 11 5x6 = 20 11 54 = Scale - 1:70.7 3x6 = - •.. 12 _ _ 3x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 20 SP No.1 WEBS 20 SP No.3 30 = 4x6 = SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 WB 0.36 REACTIONS. (lb/size) 2=1529/0-6-0, 8=1529/0-6-0 3x8 = 4x6 = 30 = CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.64 Ven(LL) -0.36 10.12 >999 240 MT20 244/190 BC 0.85 Verl(TL) -0.8010-12 594 180 WB 0.36 Horz(TL) 0.15 8 rVa We Matrix) Weight: 198 Ib FT = 20° 1 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7.15 oc puffins. BOT CHORD Rigid ceiling directly applied or 6.11-10 oc bracing. Max Horz2=134(LC 12) Max Uplift2=-324(LC 12), 8=-324(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2734/1011, 3.4=-2531/997, 4.5=-2265/944, 5-6=-2265/9", 6.7=-2531/997, 7-8=-2734/1011 BOT CHORD 2-14.775/2357,14-15= 523/1924,13.15=-523/1924,13-16=-523/1924,12-16=-523/1924, 12 -17=-525/1924,11-17=-525/1924,11-18=-525/1924,10-18=-525/1924, 8-10=-782/2357 WEBS 3-14=-304/312.4-12=-170/595,5-12=-430/289,6-12=-1 70/595, 7-10=-304/312, 4-14=-168/575,6-10=-168/575 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Extedor(2) zone; cantilever left and right exposed ;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.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 capable of withstanding 324 Ib uplift at joint 2 and 324 Ib uplilt at joint 8 7) "Semi-rigld 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 deslon parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO -7473 rov. 1&0=15 BEFORE USE. Design vaild for use only vAth Mllek® connectors. This clesign Is based only upon rxaameters shown, and Is lot an inclMdral buldIng component. not o buss systom. Before use. the building designer must verify the ar)OIcdNlfy of design parameters and properly Incorporate fink design Into the overall bAdhV design. Bracing Irxllcoled Is to lxovent brckling of IndNkhxd truss web and/or chord members orgy. AddlllDnal temporary and permanent bracing Welk' Is dways roqubod for stablilty arra to prevenl collapse with poss6110 porsonal Inkry and property damage Fa general guklance regardtng the fabrication. slorage. delivery, erection and bracing of inwas and inuss systems. seeANSI/Wl l Quality Criteria. DSB-89 and BCSI Building Component 6904 Parks East Blvd. Safety Information available groin Truss Plale OnslpMe. 2181,11 Lee Sheol. Sulte 312. Alexandria. VA 22314. Tompa. FL 33610 Job russ Truss Type 0ty N a bras system. Before too. Iho building designer mus) verify the apdk:abl,ty, of tltrslgn parameters and properly Incorporate this design Into the over,, lxidhg design Macho Indicatod Is to buckling IndNkitr[l truss web and/or chord memlx--rs orgy. A 1dlllonal temporary and permanent bracing TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-9.12 oc purlins. 3.4,6-7: 20 SP M 31 BOT CHORD 710551296 780147 R14 HIP 2 1 REACTIONS. (lb/size) 2=152910-6-0,8=1529/0-6-0 Max Horz 2=153(LC 16) Job Reference (optional) Bmitlere Frtctsourte. Tempa. Prem city. Fronao &J r omv. iw, ..,, ,.,.., ,,. ,o..,..«,,,, ID:8ls7p2vjcca4jB9DL55wDPz_POS-ybLG6Nl W XgtBDBcICP9uKpVD 1jmDZ_mdVnoajHzlFSd 1-0 z§ 5 15.0-0 20-0-0 25-0-0 32.11.11 40-0.0 1 a a 7 -as 7-11.11 so, s-0-0 7n 1-11 las -0 Scale .1.72.0 5x6 = 20 11 54 = 6.00 12 s 34 = 1. w 1. 12 10 .. — 3x6 = 30 = 06 = 3x8 = 4x6 = 30 = iq 0 LOADING (psi) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL 7.0 Lumber DOL 1.25 BC 0.98 BCLL 0.0 ' Rep Stress Incr YES W B 0.42 BCDL 10.0 Code FBC2014lrP12007 (Matrix) DEFL. in (loc) Well Ud Verl(LL) -0.39 10.12 >999 240 Ven( I-) -0.80 10-12 >590 180 Horz(TL) 0.14 8 n1a nta PLATES GRIP MT20 244/190 Weight: 204 Ib FT = 20% LUMBER- BRACING - a bras system. Before too. Iho building designer mus) verify the apdk:abl,ty, of tltrslgn parameters and properly Incorporate this design Into the over,, lxidhg design Macho Indicatod Is to buckling IndNkitr[l truss web and/or chord memlx--rs orgy. A 1dlllonal temporary and permanent bracing TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-9.12 oc purlins. 3.4,6-7: 20 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. BOT CHORD 20 SP No.1 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=152910-6-0,8=1529/0-6-0 Max Horz 2=153(LC 16) Max Upl1112=-345(LC 12), 8=-345(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2739/1045, 3-4=-2569/1033, 4-5=-2022/861, 5-6=-2022/861,6-7=-2569/1033, 7-8=-2739/1045 BOT CHORD 2-14=-812/2381, 13.14=-464/1820, 13.15=-464/1820, 12.15— 464/1820, 12-16=-465/1820, 11-16= 465/1820, 10-11=-465/1820, 8-10=-818/2381 WEBS 3-14=-370/373,4-14.2431671,6-10=-2431671, 7-10=-370/373,4.12— 99/480, 5-12=-277/193,6-12=-99/480 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=4.2psh BCDL=6.Opsi; h=2511; Cat. II; Exp B, Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C -C Extedor(2) zone; cantilever lett and right exposed ;C -C for members and forces & MW FRS for reactions shown; Lumber DOL --11.60 plate grip DOL=1.6D 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcuirent with any other live loads. 5) ' This taus 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, with BCDL = 1 O.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 Ib uplift at joint 2 and 345 Ib uplift at joint 8. 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 dedirn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD• ,173 rev. 10930201S BEFORE USE. De*p v,k) for use only with M,lekO conneclors. 8ds design b Lased only upon ry.Dametens slwwn. and is tot an Individual building component. no, a bras system. Before too. Iho building designer mus) verify the apdk:abl,ty, of tltrslgn parameters and properly Incorporate this design Into the over,, lxidhg design Macho Indicatod Is to buckling IndNkitr[l truss web and/or chord memlx--rs orgy. A 1dlllonal temporary and permanent bracing MiTek' pievenl at Ls always iogWrod low stablllly and to pevenl collapse with poss"o, personal Injury and piopedy damage. ror gonerd guidance iegardhg the 6904 Pruke East Blvd. fabrication, slotage. delivery. erection and blacing of trusses and Inas system& seeANSI/IPI l Quality Criteria, DSB-89 rind SCSI Building Component Tampa, FL 33610Safetybdormot)on avallabto born buss Plate Inslllute, 218 N. Lee Street. Su,le 312, Mexanddo. VA 22314 Job rusS Truss Typety TCLL N Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 TIOSS1287 T80147 R15 HIP 2 7 Code FBC2014lrP12007 TOP CHORD Structural wood sheathing directly applied or 2.10.6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10.2 oc bracing. Job Relerenee plane! Builders FaslSouice, Tampa, Plam City. Florida 33566 7.640 s Apr it, nn o W1 ss mvus..as, Inc. .au mar Us 15 41:4 cv.. yo . ID:81s7p2vjcee4lB8DL55wDPz POS-OnveKlf91 72rHBrm6g7i12NU68010NnjRY7FIzfF5c M1:21 13.9.5 17-0 20-0-0 23.0-0 26.2.11 32.11.11 40-0-0 1-0- 7-0.5 6.9.0 TAI 1 3-0-0 3.0.0 3 2-11 7-0.5 -0 I 0 6.00 12 5x8 % 3x8 I' Sx8 Scale - 1:71.5 3x6 = . o .I — 16 _ 3x6 = 3x4 = 4x6 = 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 FBC2014lrP12007 LUMBER - TOP CHORD 20 SP No.2 'Except' 6-8:2x6 SP M 26 BOT CHORD 20 SP No.1 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1529/0-6-0,12=1529/0-6-0 Max Horz2=171(LC 16) Max Uplift2= 363(LC 12), 12=-363(LC 13) 3xB = 4x6 = 30 = CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.66 Vert(LL) 0.4414.16 >999 240 MT20 244/190 BC 0.88 Verl(TQ 0.9614.16 >492 180 WB 0.46 Horz(TL) 0.15 12 n/a Na Matrix) Weight: 209 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.10.6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10.2 oc bracing. WEBS 1 Row at midpt 5-16,9-16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3---2746/1047,3-4=-253811021, 4 -5= -2431/1033,5 -6= -1734f794,6 -7=-1562f745, 7-8---1562f745,8-9=-1734f794,9-10=-2431/1033, 10-11=-2538/1021,11-12=-2746/1047 BOT CHORD 2-18— 809/2371, 17-18=-525/1862, 17-19=-525/1862, 16-19=-525/1862, 16-20=-527/1862, 15-20=-527/1862,14-15=-527/1862,12-14=-81612371 WEBS 3-18=-337/331, 5-18=-192/610, 5-16=-493/322, 9-16=-493/321, 9-14=-192/610, 11-14-337/331, 7-16=-342/971 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.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=018; MW FRS (envelope) gable end zone and C -C Exterfor(2) zone; cantilever left and right exposed ;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.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, with BCDL = I O.Opsf. 6) Provide mechanical connecilon (by others) of buss to bearing plate capable of withstanding 363 Ib uplift at joint 2 and 363 lb uplift at joint 12. 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 - Vwfiy dedgn parameters and READ NOTES ON THIS AND INCLUDED UrrEK REFERANCE PAGE M67473 rev. 109320IS 6EFORE USE DeOw valid too use only with Klek® connectors. this deAln Is based only upon Iwraneters shown. and Is log an IrxliMtkral building component, not a firm syslem. Below arae. the IrAldng doslgnei rmgsl verity the applicability of design prnamelers and properly kncoiporOlo this cknlgn kilo Iho overall b tgdklg design. Backing Indicated Is to prevent buckling of IndlvkkxA Inn web and/or chord members only. Additional temporary and pefmanpnl bracing Welk' Is always regJred for sksbility, and to prevent collapse with possble personal W W and properly damage. For general guidance negardng the tabk:allm storage, doltvery. election and boding of irises and truss systems, soeANSI/rPI I Quality Crilefb, DSB-89 and SCSI Building Component 6904 Puke East Blvd. Safety Information ovallabe from buss Rate Institute. 218 N. I ee Skeet Suile 312. Alexandria. VA 22314. Tamps. FL 33610 Job rusees sips y 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 710551286 780147 A16 I": 1 t Code FBC2014/TPI2007 Job Reference Clonal Builders FuslSource. Tor pa. Plant Coy. Florida 33566 7.640 s Apr 1e 2016 Mir e4 Musnres. rm. rev m0! of ve I D:BIs7p2vjcca41B9DL55wDPz_POS-uzTOx2gn217vTRm2KgCMPEaYOW UE 1 phwy5Hho9zlF5b t-0 7-0.5 13.9.5 18.7-4 20.0-0 1-,0.12 26.2.11 32-,t•tt 40-0-0 1-0 75.5 6 9 0 4-3.15 1.10 12 1-1012 4.3-15 6 9.0 7-0.5 -0 Seale. 1 71.5 3x6 = 6.00 ,12 3x6 11 3x6 ZZ 34 = , e „ ,0 16 _,. - Jx6 = 3x4 = 4x6 = 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 *Except' 6-8: 2x4 SP M 31 BOT CHORD 20 SP No.1 WEBS 20 SP No.3 3x8 = 06 = 3x4 = CSI. DEFL. In (loc) Well Ud PLATES GRIP TC 0.68 Ven(LL) -0.4316.18 >999 240 MT20 244/190 BC 0.88 Vert(I-) -0.9416-18 >504 180 WB 0.65 HOrz(TL) 0.15 12 We rVa Matrix) Weight: 204 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.0 oc purlins. BOT CHORD Rigid telling directly applied or 6-9-12 oc bracing. WEBS 1 Row at midpl 5-16,9-16 REACTIONS. (lb(size) 2=1529/0-6-0,12=1529/0-6-0 Max Horz 2=183(LC 12) Max Uplifl2=-374(LC 12), 12=-374(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274311055,3-4=-2536/1030,4-5=-2429/1041, 5-6=-1727/801, 6-7=-1518!760, 7.8= -1518!760,8 -9=-1727/801,9-10=-2429/1041,10-11=-2536/1030,11-12=-2743/1055 BOT CHORD 2.18=-816/2367, 17.18=-538/1869, 17.19= 538/1869, 16-19=-538/1869, 16-20=-539/1869, 15-20=-539/1869,14-15=-539/1869,12-14=-822/2367 WEBS 3-18=-327/325,5-18=-186t601, 5-16=-567/365,9-16=-567/365,9-14=-186/601, 11-14=-327/325,7-16=-407/1084 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ;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 nonconcurient 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 Iia between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 Ib uplift at joint 2 and 374 Ib uplift at joint 12. 7) 'Semi-ngid 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 • V*rW dedOn pararmfen and READ NOTES ON THIS AND INCLUDED urrEK REFERANCE PAGE MD -7473 rev. 10CM15 BEFORE USE. Design valid for use orgy vAth Milek® connectors. ]his design h based only uron wriameters shown. and Is fa an MlvkW Wilding component. not a ham system. Before use, Tho Wilding designer must verity the ar)o1cobllty, of design parameters and rxoperly Incorporate this design Into the overall IxOdtng design. &acing Indk:aled is to Ixevenl budding of Individual Inn web and/or chord members orgy. Additional temporary anti permanent IxacJng MiTek' Is always ieciuked for stab911y and to prevent cottapso wllh possible personal trlpay and property damage rot gonial guidance iogooding the kibrlcallon storage. delivery, erection aril Ixacing of tomes and Inn systems seeANSI/IPI I Ovally Criteria. DSB-89 and SCSI Building Component 6904 Pork* East Blvd. Safely Information avallaMe from Truss Plate Institute. 218 N. Loo Sheet, Sulle 312. Mexandrlo. VA 22314. Tamp*. FL 33610 Job rush Truss TypeI N y TIOSS1289 780147 RFOt FLOOR 1 2 Job Reference (optional) Builders F1rsiSourpe. Tempe. Plant Gay. Florida 33566 7.640 o rip..' ---vn muter.,,w. ,,n.. ••e,...w. ,...,•.-. ..... I D:8ls7p2vjcca4iB9DL55wDPz_POS-uzTOX2gn217vi Rm2KgCMPEaW 1 W YX I m9wy5Hho9zfF5b 2-,-8 4-6.2 6-5.14 8.510 I lalOd 12-11.12 2.1-e 2.4.10 1-11-12 1.11.12 2.4.10 2.18 Scale. 1:22.4 20 II 3x8 = 2x4 II 3x8 = 2x4 11 o a 3x8 = a 5 6 3x8 7 4x6 = 3x8 II 20 11 7x10 = 20 II 3x8 II 4x6 = LOADING (pst) 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/TP12007 CSI. TC 0.82 BC 0.61 WB 0.84 Matrix) DEFL. In Ven(LL) -0.22 Ven( L) -0.32 Hort( L) 0.03 loc) Well Ud 11 >705 360 11 >477 240 8 n/a Na PLATES GRIP MT20 244/190 Weight: 141 Ib FT = 209b LUMBER- BRACING - h always regtLed for stability and to plrevenl collapse vAlh possible personal "and property danage. ror general guklance iega ding the faixlcallon, storage. dellway. emocllon and backng of Inoses and Inas syslerns, see-ANSI/TPI1 Ouarlly Criteria, DSB-89 and BCSI Building Component TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0.1 oc pudins, except BOT CHORD 2x6 SP M 26 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=2762/0-5-4, 8=2762/0-3-8 Max Grav 14=2967(LC 3), 8=2967(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5428/013-4=-833510,4-5=-8335/0,5-6=-542810 BOT CHORD 13-14=0/5428, 12-13-0/5428, 11.12-0/5428, 10.11=0/5428, 9.10-0/5428, 8-9=0/5428 WEBS 2-14=-6420/0, 2-13=0/2897, 3-12=-1698/0, 3-11=0/3544, 4-11=-546/0, 5.11=0/3544, 5-10. 1698/0, 6-9--WB97, 6-8=-6420/0 NOTES- (8) 1) 2 -ply truss to be connected together with 10d (0.131 0-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, Except member 4-11 20 - 2 rows staggered at 0.2.0 oc. 2) All loads are considered equally applied to all plies, except it 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) Unbalanced floor live loads have been considered for this design. 4) Girder carries tie-in span(s): 12.5-0 from 0-0-0 to 12-11-12 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 30-) 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) 1029 Ib down at 6.3.0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 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 Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven: 1.7=•100,8-14=-288(F=•278) Concentrated Loads (lb) Ven: 11=•596(F) 0 WARNING • Vwq dadpn parameters and READ NOTES ON THIS ANOWCLUOED MIlEK REFERANCE PAGE MIF7I73 rov. I0- UMIS BEFORE USE. Design valla for use only vAth Mlle connectors. this design Is bcsed only upon paatneters shown, and is tom an IrdlAd al twldlrvj component, not a htus system. Before rue. Ilio l>tildlrtp despgrxar must verily the apWkalAlly of design poiameters arxf properly incaporote this design Into the overall 1xYdng design. Bating Indicated Is to provenl bxmckllrlg of Iatnrlau(l Inas web and/or chord members orgy. Additional temporary and permanent bracing WOW h always regtLed for stability and to plrevenl collapse vAlh possible personal "and property danage. ror general guklance iega ding the faixlcallon, storage. dellway. emocllon and backng of Inoses and Inas syslerns, see-ANSI/TPI1 Ouarlly Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Salah Informotlon avallablo from truss Plate Institute. 218 N. Lee Street, Sulle 312, Alexasndila. VA 22314. Tempo. FL 33610 Job Truss Truss TypeI ty Ply T10551290 780147 RF02 FLOOR 1 2 Job Reference tional Builders FxstSource. Tempo, Plenl Cly. Fborido 33566 7 640 s Apr 19 2016 Mrek Industries. Inc. Wed Mor 01 16 4145 2017 Pope 1 ID:8ls7p2vjcca4jB9DL55wDPz_POS•MA1 PIOhPpbFm4bLEIXlbyS7khvrOmBk4B11 EKczIF5a i 2.2.4 i 5.7.12 83-7 i 10-11.2 i 13.6.13 i 16.2.8 i 19$-0 2_ 1g 2.2.4 3 5 8 2.7-tt 2-7-11 2.7-tt 2.7.11 3 5 8 2.2.4 Scale a 1:38.0 5x8 = 2x4 II 20 II 3x6 = 3x8 = 3x6 = 30 = 20 II 20 II 502 = 2 3 4 5 6 7 a 9 10 20 to 20 II 7x10 = 18 34 = 17 16 15 14 21 13 22 12 11 30 = 4x10 MT20HS = 30 = 30 = 8x10 = 4x6 II 2x4 I: LOADING (psf) SPACING- 2.0-0 CSI. qq in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 VerI(LL) 0.47 14-15 >548 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 20 to 20 II 7x10 = 18 34 = 17 16 15 14 21 13 22 12 11 30 = 4x10 MT20HS = 30 = 30 = 8x10 = 4x6 II 2x4 I: LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 VerI(LL) 0.47 14-15 >548 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Ven(TL) 0.74 14-15 >350 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz( L) 0.06 11 n/a n1a BCDL 5.0 Code FBC2014/fP12007 Matrix) Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except 6-10:20 SP M 31 end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing, Except: WEBS 20 SP No.3 *Except' 6-0-0 oc bracing: 19-20. 1-19,10-12: 20 SP No.1 REACTIONS. (lb/size) 20=1766/0-7-4,11--4601/0-4-0 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.20— 2654/0, 1-2=-4371/0, 2-3=-4371/0, 3.4. 4371/0, 4-5=-8272/0, 5-6=-10597/0, 6-7=-10597/0, 7-8.8810/0, 8-9=-8810/0, 9-10-881010, 10-11 =-5416/0 BOT CHORD 18-19=0/4371, 17-18=0/8272, 16-17=0/9523, 15-16=0/9523, 14-15=0/9523, 1 4-2 1=0/1 0597, 1 3-21=0/1 0597, 13-22=0/8810, 12-22=0/8810 WEBS 2-19=-74810, 9-12=-760/0,4-17=0/1488.7-14=0/404,1-19=0/5218,10-12=0/10324, 4-18=-4372/0, 5-17=-1406/0, 7-13=-2018/0, 5-14=0/1212 NOTES- (9) 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: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 20 - 1 row at 0.9-0 oc, Except member 12.9 20 - 2 rows staggered at 0-2.0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) 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) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 20%, joint 16 = 20% 6) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss wilh 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 8) Hanger(s) or other connection device(s) shall be provided suflicient to support concentrated load(s) 2309 Ib down at 19.8.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 t Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-10=-100, 20-21=-10, 21-22=-450(F=-440), 11-22=-10 Continued on oaae 2 Q WARNING . Vedly design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MY -7473 ray. 10110 OIS BEFORE USE Design valkl la use only with Mllek®conneetos. Isis deslpn k based orgy upon parameters shown, and Is fix an hdh4d al buldinlg component, not a Rus bsystem. Beloo use, the ulkling designer must verify the ap1>tkabllty of desvi paramelers and proWly lncorpaalo 0% design Into Iho overall brBdhg design. Brachg Idkated is to prevent buckling of IndWual Trus web and/or chord members orgy. Addbtlonal temporary and permanent bating WOW Is always recplred Ion slatAlty and to povenl collapse vAth lx=Ue personal"and poperly damage. For general guldc mce reWcffng the labk:allm storage, dcibvery, erection and bachg or trusses and truss syslorli seeANSI/TPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Parka East Blvd. j safety Irdormaaon available born Trus Plate Institute. 218 N. Leo Street. Sulle 312. Afexandrio. VA 22314 Tempa. FL 33610 r Job Truss Truss TypeI til Ply a nus; syslom. Before use. the 1)%Xdng designer must verify the apolcabllh, of design raameters and Ixopetly, hcotlxxalo this design Into to ovoiall lxBdhg design. Biachg Indicated Is to prevent bucldhg of IndNklucd tnm web and/or chord members only. Additional temporary and permanent Ixaeing MiTek' Is always iec9Led fa stability and to prevent collapse with possible personal InItay, and Ixolx-Kly damage. rot general guidance regarding the latxkolkxn, slorago. delivery, erection and bracing of trusses and truss systems. seeANSI/TF4l Quality Criiedo, DS11-69 and SCSI 8ullding Component 6904 Parke East Blvd. Salary Information available Ian Irus Plole Inslllute. 218 N. lee Sleet, SWIe 312. Alexandria. VA 22314. Tempa. FL 33610 T1055129D 780117 RF172 FLOOR 1 Z Job R919rence O tional BmlOaret-umbotace, Tampa, nam a1r, r ronoa a a Boo LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 12=2309(F) ID:8ls7p2vjcca4jB9DL55wDPz_POS-MA1 PIOhPpbFm4bLEIXIbyS7klwrOmEIk4Bl1 EKczfF5a Q WARNING - Verily doOgn pammotora and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M67473 rev. 140MIS BEFORE USE. De*p valid la use only with MI lek® conneclois. this design Is based only upon pmametem sown. and Is lot an hdM*Kg building component, not a nus; syslom. Before use. the 1)%Xdng designer must verify the apolcabllh, of design raameters and Ixopetly, hcotlxxalo this design Into to ovoiall lxBdhg design. Biachg Indicated Is to prevent bucldhg of IndNklucd tnm web and/or chord members only. Additional temporary and permanent Ixaeing MiTek' Is always iec9Led fa stability and to prevent collapse with possible personal InItay, and Ixolx-Kly damage. rot general guidance regarding the latxkolkxn, slorago. delivery, erection and bracing of trusses and truss systems. seeANSI/TF4l Quality Criiedo, DS11-69 and SCSI 8ullding Component 6904 Parke East Blvd. Salary Information available Ian Irus Plole Inslllute. 218 N. lee Sleet, SWIe 312. Alexandria. VA 22314. Tempa. FL 33610 r , Builders FeslSoutce. Tampe, Plant City, Florida 33566 7.640 s Apr 19 2016 MTek Industries. Inc Wed Mar 01 16 41 45 2017 age 1 ID:8ls7p2vlcca4jBgDL55wDPz_POS-MAI PIOhPpbFm4bLEIXjbyS7r6w?nmO54811 EKczIF5e 23.4 2-5.4 Scale. 1:6.0 4.00 12 Truss Truss TypebI LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 710551291 1job T80I47 Vol Valley 1 1 Lumber DOL 1.25 BC 0.16 Verl(TL) -0.01 1-3 >999 180 BCLL 0.0 ' Job Reference (optional) PBuildersFeslSoutce. Tampe, Plant City, Florida 33566 7.640 s Apr 19 2016 MTek Industries. Inc Wed Mar 01 16 41 45 2017 age 1 ID:8ls7p2vlcca4jBgDL55wDPz_POS-MAI PIOhPpbFm4bLEIXjbyS7r6w?nmO54811 EKczIF5e 23.4 2-5.4 Scale. 1:6.0 4.00 12 NOTES- (6) 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Ops1; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Extedor(2) zone; cantilever left and right exposed ;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.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 Ib uplift at joint 3 and 10 lb uplift at joint 4. 5) 'Semi-rigid pitchbreaks With lixed heels' Member end fixity model was used In the analysis and design of this truss. 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 - Vortly design ponernaea and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD -7473 rev. 1"302015 BEFORE USE 2.4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Verl(TL) -0.01 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(rL) -0.00 3 n/a n1a BCDL 10.0 Code FBC2014rrP12007 Matrix) Weight: 6 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid telling directly applied or 10.0.0 OC bracing. REACTIONS. (Ib/size) 3=72/0-3.8,4=45/1-0-0 Max Harz 4=30(LC 8) Max UpIIIt3=-44(LC 8), 4. 10(LC 8) FORCES. (Ib) - Max CompJMax. Ten -All forces 250 (Ib) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Ops1; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Extedor(2) zone; cantilever left and right exposed ;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.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 Ib uplift at joint 3 and 10 lb uplift at joint 4. 5) 'Semi-rigid pitchbreaks With lixed heels' Member end fixity model was used In the analysis and design of this truss. 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 - Vortly design ponernaea and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD -7473 rev. 1"302015 BEFORE USE Design valid lot use only vAlh MllekO connectors. this deslgt Is bared only upon polameleta shown, and Is lot an htdNklual btBtlhng component, not a etas system. Below use. the building de3lUnet must verity the cyb Icablilly of design parameters and properly Incorprnalo the design Into the overall building design. Bracing Inclicated Is to Ixevenl Ixickling of Itxllvldual truss web and/or chord members only. Additional temporary and pennanenl biactng WOW Is always ieQuked for stability and to psevenl collapso %Ain possible personal "and ptol>eny damage. Fos general guidance regarding the Ic"Icallon. slorcrge. delivery, erection anti INachng of trusses and truss systems, seoANSI/IPI I Quality Criteria, DSB-89 and SCSI Building component 6904 Parka East Blvd. Safety Information available train truss Rate hullfule. 218 N. Lee Street. Stile 312, Alexandria. VA 22314. Tampa. FL 33610 r "ift 7 Job Truss Truss Type Qty Ply TIOSS1202 7BO147 V02 Valley t t TC 0.15 Ven(LL) 0.00 3 n/r 120 TCDL 7.0 Job Reference (optional) Rudders Feetsoures. iDrrpo. vrom cny, ranoo 33saa ID:81s7p2vicea41BODL55wDPz_POS-rMbnykilavNdilvORFEgUfgOeKJOVIODOPmos2zIF5Z 4.4.13 4.4.13 Scale - 1:12.2 20 20 II LOADING (psi) SPACING- 2-0-0 CSI.DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Ven(LL) 0.00 3 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) 0.00 3 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a n1a BCDL 10.0 Code FBC2014lfP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.3 WEBS 20 SP No.3 REACTIONS. (Ib/size) 1=117/5-4-0,5=216/5-4-0 Max Horz 1=65(LC 8) Max Upliltl=-25(LC 8), 5=-76(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 16 Ib FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 5.5-4 oc purlins. BOT CHORD Rigid calling 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=2511, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exierior(2) zone; cantilever telt and right exposed ;C -C for members and forces 8 MWFRS lot 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 Ib uplift at Joint 1 and 76 Ib uplift at Joint 5. 5) N/A 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.' 0 WARNING. Verily dedgn parnmsrsra and READ NOTES ON THIS AND INCLUDED Nn'EK REFERANCE PAGE NO -7473 rev, 109=/5 BEFORE USE. Design valid for use only with Mllek® connectors. V& design Is based only upon rmarnelers gown. and Is lot an Individual building component, not a 0rrss system Before use. the Wilding designer must vedry Ilse applk=abiliN of design parameters and property Incorporate Ihlt design Into the overall building design. Bracing lncilcaled Is to pevent buckling of individual Iran web, and/o# chord mornbers only Addillonal temporary and permanent bracing WOW Is always re"Od bot stabUlly and to prevent collapse with possible personal hhny and poperty damage. For general gulclatco regadilg the kdukatlon, storage. delivery. etocllon and baeing of trusses and atrss systems. seeANSI/Wil Quality Cdlada. DSB-89 and I1CSI Building Component 6004 Parke East Blvd. Solely Information available aotn liras Plate institute. 218 N. Lee Street, State 312. Alexandria VA 22314. Tampa. FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 1 dimensions shown in ft -in -sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions ore in ft -in -sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stobility bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x -bracing, is always required. See SCSI. 0-111g.\ Cr -2 C2-32. Truss bracing must be designed by on engineer. For truss Individual lateral braces themselves 0WEBS C41,4 wide spacing. may require bracing. or alternative Tor I C „ c 0 bracing should be considered. U1 O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 01 1 a- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c» c° BOTTOM CHORDS designer, erection supervisor, property owner and oil other Interested parties. plates 0-149° from outside edge of truss. 8 7 6 5 5. Cut members to beor ffghty against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wone at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software Or upon request. NUMBERS/LETTERS. 8. unless otherwise noted moisture content of lumber Shall not exceed 1946 at time of fabrication. PRODUCT CODE APPROVALS 9. expressly, not nPLATESIZE ICC -ES Reports: ted, or greelicable se w retardant, preservativetrealumber. The first dimension is the plate 10. Comber is a non-structurol consideration and is the 4 x 4 width measured perpendicular ESR -1311, ESR -1352, ESR 1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 comber for dead bad defjection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects. equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require loerot bracing of 10 spacing, section 6.3 These truss designs rel on lumber values9Y isorless, If no ceiling is installed. unless omerwise noted. BEARING established by others. 15. Connections not shown ore the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plots without prior Ono (supports) occur. Icons vory but 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min Size shown is for Crushing Only. lffj fll A 18. Use of green or treated lumber may pose unacceptable environmental, health of performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review oil portions of this design (front, bock. words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone 8 not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, g Me 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, Tek ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mil -7473 rev. 10/03/2015 RECORD COPY City of Sanford Building and Fire Prevention T6- I 4- Product Approval Specification Form ILaNc Permit # # 7- 2 0 3 8 SANFORD caA RTM Project Location Address U?&Red Rose Lane 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.ogq. 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 I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding MI Windows Sliding Ext. Door FL15322.9 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 3540 ser. Frame Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion - vertical FL18504.2 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 FL12019-115 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 FL15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles 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 li hts 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 1) r s • • aDMA bft CI tAR4D. fat Otlil wmONpOrarest • NNalltanwl a a s • TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 0 Ml• )1' I )1' 5Y m Inas WINDOW CALL -OUTS w M' DSN N1?5N nsN 3)81 W w 3T D 5N 11133 91 1354 3391 If100001NAN010xotsrtMNv4m p5r N 91 193459 24 59 3191 36Fi eFftcclKso" NE kVAaOCOUWWLant 63' 55F 1135 SN 7591 3b SN z 41arAY7E aAtr01RA 101 N16F tNUE 1)' 3 1654 1136 5m, 265" 3691 W]IaWtA4Q 1[ut®tmaNNlfGaM c GC. VERFT rIASRLFT GFDINFA FOR ALL %V0A- ItCJm ROfRFU/OLA•N611pIrRW1001 LWW SM AD N5IALLAWN WAY VAQT PER F-4 UUMAIM.. C3IUNFACPJT&RAV Z FUER 10FLOMFL" FOR SITU OFWXXII USED (SWAE NM -K CA%rL`D• CBMI, OR FXD oC GLA55•Fb) b)z4)vjos; TL n 6-1101, M rAwlaRc rwnwc J MAIN FLOOR 1453 SF. i G 00UPPERFLOOR041SF. G V TOIA. LIVING 7600 SF. GARAGE 4115F.eR[ LANAI 4w SF. , w Hoar PLM Honz PORLM 144 SF. _- TOFAL Sa FI. 3621 S.F. MAIN FLOOR PLAN NOTES GARAGE RIGHT 2 0 0 m Inas w 1n KLEIf100001NAN010xotsrtMNv4mSQqWMt"VNW%f iaNtM MEWG0f. 36Fi eFftcclKso" NE kVAaOCOUWWLant ra"R6iA mm mk NIOEStm OE 1Y'JfOROfRa{EIm1NlMdilE110000LO[Affi QOGtlE SM26CF tw"bmt RA MM aWANU i G1Itl2eSs' 41arAY7E aAtr01RA 101 N16F tNUE ro rux for Ulm W]IaWtA4Q 1[ut®tmaNNlfGaM ano Ot-70-q ItCJm ROfRFU/OLA•N611pIrRW1001 Y>m MAIN FLOOR 1453 SF. i G 00UPPERFLOOR041SF. G V TOIA. LIVING 7600 SF. GARAGE 4115F.eR[ LANAI 4w SF. , w Hoar PLM Honz PORLM 144 SF. _- TOFAL Sa FI. 3621 S.F. MAIN FLOOR PLAN NOTES GARAGE RIGHT 2 0 w O 6.6 Z o0 0 W F-4 ce ce 0 oC sO L MATCHING ll3i81D 0 J MAIN FLOOR 1453 SF. i G 00UPPERFLOOR041SF. G V TOIA. LIVING 7600 SF. GARAGE 4115F.eR[ LANAI 4w SF. , w Hoar PLM Honz PORLM 144 SF. _- TOFAL Sa FI. 3621 S.F. MAIN FLOOR PLAN NOTES GARAGE RIGHT 2 J. at MEMV015CM RO S aWrA caERTMMOiD ILRFWA-SWEDWIVo1 J • • • TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS Jac 0 1 N' 1 Nr' Sb' 9'Qi wlrvm CALL-0urs L 00 TO' MA MOM 30M. 4OF& J/' - gI 070 Ffi MOM 30M IA I" FA g36' OIOSH 2o3o94 303059 4005H Z ue nr xur Jor Iu M am" /P -JE -N mu" 1 46' 01091 M054 3049 SH 404069 Z 6a' 3 NO ?QiD 5H Sow SK 4M SH ti' 06091 M094 306oSI ~51 7k GG WPRFr WM O V&%5FQR AU IDVDA two tr)M SITES AAD 161ALTUM HAT VARr PER O TWIFACWRAN) SPECF'L'AT06 FOR TO FLOOR FLAGS FCR 5ME OF V -TW USED f6WE W&SR CA5B'M- C51r1,OR MED x.:63 4 &\ / 5 p ou MMw aEAROFi3RY,HEW$ * 0 eE aW0t%IG 0 of UVWW JeEw rNMO M 1001 Df Pf n0 Dft=CF OE mm Mufti ME" MBIWA .OEwm Yanaa % Aauu wr rum 04JJrG •W 41aorWffilE fF0 1"AWD UNAM fAOE FT fGOWfAAMf"x- YINMumo lrh3EUR/1pJlUtlOCR • fMlCIIGI IMW oJ NLL FgVVftM IEVQf IW tl=UX" am VmLWLcanyYMmXWMOAMfMWFMF=- WDr.KN fmpm) I O .-Iml mawnmmrwsr asuwRua s v.na.uoo is Y.IJ9.1.00 .A% 1.11/Wp YaEM[Ow J 2600 EME UPPER FLOOR PLAN NOTES" GARAGE RIGHT 2 B I L II! 9'Qi L 00 o 0 lit v ue nr xur Jor Iu M am" /P -JE -N mu" 1 I O .-Iml mawnmmrwsr asuwRua s v.na.uoo is Y.IJ9.1.00 .A% 1.11/Wp YaEM[Ow J 2600 EME UPPER FLOOR PLAN NOTES" GARAGE RIGHT 2 B I Florida Building Code Online%--r Pagel of 3 Professional RegulationBusiness a{NI tj Bas Home I top In I UW Repistratlon Hot TGOCS I Submit SurchaMe ! stats & FML I PublUtlom I FOC Stag I OM 54 Map I Unts I search I Bus nes ( Pro essi vial Product Approval U5ER:PublkUser Regulation p#pdUCI Aemeval Menu > Product or Aeolkat_bn Swfch > Aeolkatbn LILt > APplleatldn Detall FL # 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Therma-Tru Corporation 116 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/1.5.2 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?param=wGEVXQwtDgv3yV VKJZ1 Q... 7/20/2015 Florida Building Code Online Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products Page 2 of 3 Fl. tt Model, Number or Name Description 15225.1 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 15225.1 NAMIarts.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 15225.1-68 (6'8 Door Products), INST FLIS225 R3 11 INST 15225.1-68.odf 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R3 It INST 15225.1-80.odf Door Products Direct to Masonry) for installation FL1522S R3 11 INST 15225.68M.Ddf 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 Eva115225.1-68.odf FuSZ7_c R3 .AE EVAL 152251-80 odf FLIS225 R3 AE EVAL 15225-68M.ndf c. "Fiber -Classic' and "Benchmark 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 15225.2 NAM] certs.Ddf 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 15225.2-68 (6'8 Door Products) and INST FLIS225 R3 it INST 15225.2-68.odf 15225-68M (68 Door Products Direct to Masonry) for FLIS22S R3 11 INST iS225-68M.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 FL r SL R3 AE EVAL 15225.2-68.od1 EL15225 R3 AE EVAL 1S22S-68M.odf Created by Independent Third Party: Yes 15225.3 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 15225.3 NAMI certs•odt 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 (68 Door Products), INST FL1522S R3 11 INST 15225.3-68.odf 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R3 11 INST 15225.3-80.odf Door Products Direct to Masonry) for Installation FLIS225 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 "7" 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 FL15225 R3 AE EVAL 15225.3-68.odf Benchmark Door Panels.) FLIS225 R3 AE EVAL 15225.3-BO.Ddl FLIS22S R3 AE EVAL 15225-68M_Ddf 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 FLIS225 R3 C CRC 15225.4 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 (68 Door Products), INST FL1522S R3 11 INST 15225.4-68.odf 15225.4-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R3 11 INST 15225.4-80.0d/ Door Products Direct to Masonry) for installation FLIS225 R3 It INST 15225-6BM.Ddf 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 15225.4-68.Ddf R3 AE EVAL 15225.4-80.odfFLIS225 FLIS225 R3 AE EVAL 15225.68M.Ddf 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 Therrna-Tru" without Sidelites. Inswing and Outswing https://www.11oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZI Q... 7/20/2015 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAC IS22S S NAM[ 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 15225.5-68 (6'8 Door Products), INST FLIS225 R3 11 INST 15225.5.68.odf 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS22S R3 It INST 15225.5-80.odf Door Products Direct to Masonry) for installation EUS225 R3 II INST 15225-68M.Ddf 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 sidelltes, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque FLIS225 R3 AE EVAL 15225.5-68,Ddf Benchmark Door Panels.) FL15225 R3 AE EVAL 15225.5.80,Ddf FLIS225 R3 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes Page 3 of 3 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and "Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F115225 R3 C CAC 15225.6 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 15225.6-68 (6'8 Door Products) and FLIS225 R3 11 INST 15225.6-68.odf 15225.6-80 (8'0 Door Products) for installation instructions. FUS225 R3 11 INST iS225.6-80.odf Note - Glazing Shall comply with ASTM E3300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Party: Yes r— Ii lis :: 1940 North Homes Street. Tallahassee Fl. 32399 Phone: 8SD•1117• 1924 The State of Florida Is an AA/EED employer. [ocr,.rtdm Spg7.20f a SraL el Fhertda.:: Privam Slaterrient :: Accessibility :: Refund Sulemem under Florldo law, email addresses are public records. If you do not want your a -hall address released In response to a public -records request, do not send Matronk mall to this entity. Instead, contact the office by phone or by traditional mall. If you have arty questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, eReci ve October 1, 2012, licensees Ikensed under Chapter 455, F.S. must provide the Department with an email address d they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. U you do not wish to supply a personal address, please provide the Department with an ernall address which can be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please tuck pUL. Product Approval Accepts: WERE Credit,ar E https://www.floridabuilding.org/prIpT_app_dtl.aspx?param=wGEVXQwtDgv3yV V KJZ 1 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/Smootb 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 certirication criteria has been satisfied. This product has been approved for listing withine. -A .... •e•..- A --- Na&lnnal CfanelOr Inafif"f! (ANSII_ NAM I's Certified Product Listin at w vwJ%a ice yFcal ion.co . PIAmI's l,ern11C81;Wa rry runs 4a YCG Missile T -2292v ... ..•••.•..o•• •• •••-••-•. _. _ Test Report Number Inswing Glazed Design Configuration or Outswinz or Opaque Maximum Size Pressure PostNeg Impact hated Comments X I/S Opaque 310" x 8'0" 47/47 No NCTL-210.1940-1.2.3.4/TTF-257F Single X O/S Opaque 3'0" x 8'0" 47/47 No NCTL•210.1940-1.2.3.4/TTF-257F Single XX I/S Opaque 6'0" x 8'0" 40/-40 No NCTL-210-1940-1.2.3.4/1-TF-257F Standard Aluminum Astra al Double XX O/S Opaque 6'0" x 8'0" 40/-40 No NCTL-210-1940-1.2.3.4%I-fF-257F Standard Aluminum Astragal Double XX 1/S Opaque 6'0" x 890" 47/47 No NCTL-210-1940-1.2.3.4fTTF-257F Coastal Aluminum Astragal Double XX O/S Opaque 6'0" x 8'0" 47/47 No NCTL-210-1940-1.2.3.4/ffF-257F Coastal Aluminum Astragal Double OXO/OX/XO 1/S Opaque Door 514" x 810" 40/40 No ETC-01-741-10593.0/L-2173/ITF-257F Single w/Sidelites OXO/OX/XO O/S Glazed Sidelites Opaque Door 5'4" x 8'0" 40/40 No ETC-01-741.10593.0/L•21731TTF-257F Single w/Sidelites OXXO I/S Glazed Sidelites Opaque Door 8'4" x 8'0" 40/-40 No 3 57FETC-Otandard Double w/Sidelites Glazed Sidelites inum Astragalmaga- Standard Aluminum Astra alAluminum OXXO O/S Opaque Door 00" 814" x 8 40/40 No ETC-01-741-10593.0/L-2173/TTF-257F Double w/Sidelites I/S Glazed Sidelites Opaque Door 8'4" x 8'0" 47/47 No Standard Aluminum Astragal ETC-01-741-10593.0/L-2173/TTF-257F Coastal Aluminum Astra alOXXO Double w/Sidelites I O/S Glazed Sidelites Opaque Door 8'4" x 8'0" 47/-47 No ETC -01 -741 -10593.0/L -2173=F -257F OXXO Glazed Sidelites Coastal Aluminum Astragal Double w/Sidelites Accreditation Management Institute, Inc./4794 George Washington Memori5pY 1 y/Hayes, VA 23072National Tel: (804) 684-5124/Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: C/ NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005329-114 108 Mutrkid Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Opaque Bencbmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/I'AS202 No 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 (bat all certification criteria has been satisfied. This product has been approved for listing within YJAPAVe Prnn.rom is nerretiited by The American National Standards Institute (ANSI). INAMI's lRrtitied Product L.t5un Al w rw.l. n"u uama m0..wo.- .. n.... v v......».. .... --- -... — -^- arra-- - arra American Configuration Inswing or outswing Glazed or Opaque Maximum Size Design Pressure POSINCR Missile Impact Rated Test Report Number Comments X I/S Opaque 3'0" x 698" 67/-67 No ETC-01-741-10703.0/1.-2097/ITF-253F Sin le X O/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/ITF-254F Sin le XX I/S Opaque 6'0" x 6'8" 40/ -40 No ETC-01-741-10703.0/L-2097/iTF-253F Double Standard Aluminum Astragal XX O/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097/ITF-254F Double Standard Aluminum Astragal XX I/S Opaque 6'0" x 6'8" 47/47 No ETC-01-741-10703.0/L-2097ITTF-253F Double Coastal Aluminum Astragal XX O/S Opaque 6'0"x 6'8" 47/47 No ETC-01-741-10703.0/L-2097/1TF-254F Double Coastal Aluminum Astra al OXO/OX/XO US Opaque Door 594" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/IIF-253F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 514" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/TTF-254F Sin le w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 8'4" x 6'8" 40/-40 No ETC-Standar1 F Double w/Sidelites Glazed Sidelites Aluminum AstragalStandardAluminumAstragal OXXO O/S Opaque Door 8'4" x 6'8" 40/-40 No ETC -01 -741 -10593.0/L -2097/i -F -254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097fM-253F Double w/Sidelites Glazed Sidelites I Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 618" 1 +47/47 No ETC-0I-741-10593.0/L-2097/ITF-254F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal vA 71n79 National Accreditation & Management institute, Lnc-l4/7V lseerge •rasatngtdn :Vactn Tel: (804) 684-5124/Fax: (804) 684-5122 NAM 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/E331/TAS202 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 r . u t_ n-r:R..a__ o-_..--... 1---wr-Art-A by The Ameelmn Natinnal Standards Institute (ANSI). NAMI's Certified Product rrtstrn at Inswing ww .:yam ccn„ c Glazed w.......... Design Missile d. --•- •--••-- ---- -- - Test Report Number Configuration or or Maximum Pressure Impact Outswin Opaque Size POS/N Rated Comments X 1/S Glazed 310" x 6'8" 47/47 No NCTL-210.1940-1.2.3.4/I-I-F-256F Single X O/S Glazed 390" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/iTF-255F Sin le XX US Gland 6'0" x 6'8" 40/-40 No NCTL-210-1940-1.2.3.4/M-256F Standard Aluminum Astragal Double XX O/S Glazed 6'0" x 6'8" 40/-40 No NCTL-210-1940-1.2.3.4/1-TF-255F Standard Aluminum Astragal Double XX I/S Glazed 610" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/ITF-256F Coastal Aluminum Astragal Double XX O/S Glazed 6'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/TTF-255F Coastal Aluminum Astragal Double OXO/OX/XO I/S Glazed Door 514" x 6'8" 40/40 No ETC -01.741 -11008.0/L -2151=-256F Single w/Sidelites OXO/OX/XO O/S Glazed Sidelites Glazed Door 5'4"x 6'8" 40/-40 No ETC-Ol-741-11008.0/L-215 1/1-TF255F Single w/Sidelites I/S Glazed Sidelites Glazed Door 814" x 6'8" 40/-40 No ETC -01-741-I 56F OXXO Double w/Sidelites Glazed Sidelites Aluminum Al ragalStandardAluminumAstragal OXXO O/S Glazed Door 8'4" x 6'8" 40/-40 No ETC-01-741-110uminum Double w/Sidelites Glazed Sidelites AstrTTF255F Standard Aluminum Astragal OXXO US Glazed Door 8'4" x 6'8" 47/47 No ETC- -256F Double w/Sidelites Glazed Sidelites A tragalCoastalAluminumAstraalCoastalAluminum OXXO O/S Glazed Door 8'4" x 6'8" 47/-47 No ETC -O I 55F Double w/Sidelites Glazed Sidelites AstragalCoastalAluminumAstraalCoastalAluminum ve 23n72 National Accreditation & management msntute, WC-1417-9 eO.ar, ••••••••6••• • ••••••- - 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 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 The American National Standards Institute (ANSI). NAP71.S4-Cr1111CO rr000C1Id13110 Configuration National Accreditation & Management Institute, lncJ4794 George Washington Memorla y/ ill Inswing or Outswing wn..I m".w.a...as.v...w.... Glazed or Opaque Maximum Size w. ....- Design Pressure Pos/Nex Missile Impact Rated Test Report Number Comments X 1/S Opaque 310" x 6'8" 67/-67 No ETC-0I-741-10702.0/L-2096/TTF252F Sin le X O/S Opaque 3'0"x 6'8" 67/-67 No ETC-01-741-10702.0M2096n7F25IF Single XX I/S Opaque 6'0" x 6'8" 40/40 No ETC -0 I -741-10702.0/L-2096n-rF252F Double Standard Aluminum Astragal XX O/S Opaque 6'0"x 6'8" 40/40 No ETC-0I-741-10702.0/L-2096/fTF251F Double Standard Aluminum Astragal XX I/S Opaque 6'0"x 6'8" 55/-55 No ETC -0 1 .74 1 -11 008.0/L-215 I nTF252F Double Coastal Aluminum Astragal XX 0/S Opaque 6'0"x 6'8" 55/-55 No ETC -0 1-741-11008.0/L-215 I MF25 I F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/T7F252F Sin le w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151liTF251 F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'4" x 6'8" 40/-40 No ETC -01-741-11 2F Double w/Sidelites Glazed Sidelites AluminumAstragalStandardAluminumAstraal OXXO O/S Opaque Door 8'4" x 6'8" 40/-40 No 111008.0/L-215 lri'fF251 F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-215IfffF252F Double w/Sidelites Glazed Sidelites I I Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4"x 6'8" 55/-55 No ETC-01-741-11008.0/L-215InTF251F Double w/Sidelites Glazed Sidelites 1 Coastal Aluminum Astra 1 VA 23072Eiayes, Tel: (804) 684-5124/Fox: (804) 6845122 NAMI AUTHORIZED SIGNATURE: A-V MAXTHERMAITRUIOSS.SO' MAX. OVERALL FRAME WIDTH OVERALL. WIDTH IR r fe a= ad THF—RMA TRU DOORS .,'+..,,• .` 11e Iwouor"ul OR.. EOOCI"ow, OM Ike/7 I. I I I01 I I ni Smooth-Star" and "Benchmark by Therma-Tru" O= 6'8' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS '' ' '' '- ' '' '' '' '' •'' ' '' V " s ,1 1, , 1 •1; ;1 I '1 W/ & IN/OUT SIDELITES INSWING/OUTSWING ijINSULATEDFIBERGLASSDOORWITHWOODFRAMES „ -A 4-A , , , , z f 2 3 4 3 62 3 4 S 6 o General Notes 6 8 6 6 6 6 6 6 6 6 8 6.g i0 I. This product anchoring drawing has been developed in compliance with the 51h Edition DOUBLE w/ SIDELITES OXXO SINGLE w/ SIDEUTES OXO 2014) Florida Building Code (FEC) excluding the 'High Velocity HUrtlCane Zone'. See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE Certification Agency Certificate for sloes. specifications and ratings. +SS.O •55.0 +d0.0 -40.0 m W 2. Product anchors shun be as bled and spaced as shown on details. Anchor embedment S3OOr MAx Itobasematerialshagbebeyondwandressing, stucco. foam. brick and other well J7-WMAX. 1CW • OVERALL WIDTH coverings. OVERALL OVERALL WIDTH MADRd 3. Wood screws shag be installed fogawing Installation i shuclionu of ANSI/AF&PA NOS 2012 S S S S 3 S - M other fastener types to be installed following fastener nwrwfocturees Insidlation Instructions. 4. Fastener embedment depths, edge distances and center -center distances shat be as ori specified by she fastener manufacturer but in no Instance shag they be less than shown in '"' 3 1 1 1 3 1, ,• , ,, , , , , , 1 1 , 11 1' ' IV 1, , 1, ,1 S 1, 1 •, , ,1 1, ,• 4 1 1; , , , 1, This drawing. S • iE ii iF_i S M ' y ;' '; ; '; ;' '; 3 , '' LA 5. Where shims are used. they must be o "rigid / sfifr material that comples with the 3 • S 3 3 ;1 'i • requirements of the F8C. 6. Positive and negative design pressure requirements hx use with this drawing shill be1, , r 1', determined by others for specific jobs In accordance with the governing code. t 9 7. Site conditions not covered by this drawing are subject to further engineering analysts. S s s 6 t 3 4 S 6 6 6 6 8 6 6 6 6 6 8 B 6 _.oil o SINGLE X DOUBLE XX SINGLE W/Slorurr OX om 2/21/12 iMAXDESIGNPRESSUREMAXDESIGNPRESSUREMAXDESIGNPRESSURE scut N.T.S. 9 67.0 -67.0 +55.0 -55.0 +40.0 -40.0 0.o er JK o Ir" LFS 3 tote NAmwAEE rw s wens MAW. NO. d R"1QEf71GNAnW3F* LATCR FL-15225.5-68 RWUSETSIGNAIIINSEMEf7 e OEAOeOU WW1 a 6 " O TAKsin E OF Cg1EtElIIS SHEET6 OESCM/IION 1 T Teal elewlions, daI res a general note: 2 Buekanehoring 3 Frame anchoreg 4 Frame anctlahg a W a mo S H slur a verticil Uoa sectioro 6 Verllcol aass sections 11 11 I1 i Vrti e " II MULLION II i "4II 4 - MULLION 4 4 MASONRY y 11 SHOWN FOR rtt111 MASONRY I I I SHOWN FOR I I ii OPENING TYP. HEAD OPENING TYp 11 REFERENCE ppENl C I I REFERENCE I I gg = k JAMBS HEAD" HEAD I I N„ 0 8 4 do JAMBS M JAMBS Z?a 2X BUCK II 2X BUCK 2X BUCK—/.n c411 I I I 'i6 I MULLION I I rn ti I I SHOWN FOR I I Q ciREFERENCEII II 11 11 $ y 11 II II i 6 gwCLE DOOR ,SINGEF W/SIDEIITE SINGLE W/SIDEUTES BUCK ANCHORING RUCK ANCHORING BUCK ANCHORING RI f ANCT(OR ANCHOR MTN M81. QEARANCE 10 MASONR7' MIN. CLFARAMCE 1O ADJACENT TYPE um EMBEDMENT EDGE ANCHOR W 0 1/r 1.1/r r r T ELCO 4 1/4r 1.1/4r 1- 1 ULUACON II1 4 II SHOWN 1 MULLION FOR J I IOPENNGTom• HEAD TYP. I I REFERENCE SHOWN1 SHOWN REFERENCE II3cJAMBS1ASTRAGALHEAD SHOWN FOR JAMBS II 1.2Xbdreknin.S.G.=0.55. 2X BUCK REFERENCE ANC 1 1 BUCK II 1 II y5 a 1. o aero locations at the carriers may to anted to mahtdn the vin. 1 I 1 I! ASTRAGALL, 1 I SHOWNedgedetoncotorssertaJoinK 2 Concrete anehor locations noted os %" ON CffffWnrrsl be adNsted to 1 O1 c 11 I I FOR I I 1 REFERENCE 11 mm 950 rnanrain the min. edge cV0xo to mortarialwL oddllenat ca loots orrim 1 S I I may be t COW to cream Me x AX. ON CEN1W dknamion aro not e> .W d. I3. Concrete anchor table: 1 ANCT(OR ANCHOR MTN M81. QEARANCE 10 MASONR7' MIN. CLFARAMCE 1O ADJACENT TYPE um EMBEDMENT EDGE ANCHOR W 0 1/r 1.1/r r r T ELCO 4 1/4r 1.1/4r 1- r ULUACON 1 II 11 sous N.T.S. a; ac. or. JK em DOUBLE DOOR ^ ' DOUBLE W/SIDEITES eor. Lfs L BUCK ANCHORING MASONRY BUCK ANCHORING oasdo o OPENING FL -15225.5-68 1, IN 1 PAIRS TYP C" 0• E. MIN. MIN. CLEARANCE 3' TYPE C• 3F-F-•1 roMA50NRY EDGE IOADJACEM ANCHOR 11W • I•^ J- t•v4r I 11 1 TAFCON M WN FON SHOWN FOR SEE 3/16't-t/ REFERENCE 3• t•t/r 1z' 9u A W/2X BUCK INSTALLATION O D W//X BUCK INSTALLATION 1 -6i__ TYP. HEAD 6: JAMBS 16 16 16 12 5 a, oil 12 1, IN 1 PAIRS TYP C" xMi Y 95 73- nunl n .. 10XW/2% BUCK —T 10 0598 MULLION W+ INSTALIAiION s 541SHOWNFOR _ a W/1% BUCK - ^ ddd Z m Q REFERENCE 1 9 INSTAIAJ11gN W O1 4 BUCK INSTALLATION q ` d JA M0HEAD t a g BUCK INSTALLATKIN r j HEAD k JAMBS - p f6 ^ kil SEE c SEE - - DETAfL -I'. 5 •DETAIL •2 1 40 r b- •E- a¢ % 'C b A B A' SINGLE DOOR W/SIDELITFS VIL1y Y--"[• .. HEW b --b' SINGLE DOOR W/SIDEI LTE 1nEW 9'-'B- SINGLE DOOR %IEW A•- A' qMw e/ o row ox""Tw rAflaMM e01 IJe MP. ALL seaor ro wm i,re oaeacNarsj SIOELITE NOTES: 1. the sideAte is direct set into the lamb with (12) #8x T pTh. Wood screws. There are (4) at eoeh vertjed Jamb, from the top down at 13.S. 31' 48.5' 6 66' There are (2) of the header of O horn the outside comers of the frame. there aro (2) of the dL 4' from the whide comers. 2 For optional sideiite censfrUcften with stopfes. sidelite Is direct set Into the jamb With (4) %"X 1.3/ 16 go. staples along each jamb (6• from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: 1. Conorefe anchor locations at the canons may be adjusted to maintain the min. edge distance to mortarloinh. 2. Concrete anchor locations noted a$ 'MAX. ON CENW must be coWed to maintain the min. edge distance to mortarlolnh, additional concrete anchors may be required to ensure the ?AAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE T TYPE 317E 2aW roMA50NRY EDGE IOADJACEM ANCHOR 11W • 1/6- t•v4r it n TAFCON SEE 3/16't-t/ 3• t•t/r 1z' 9u DETAIL '4- D 1 -6i__ 1 xMi Y 95 73- nunl n .. 10XW/2% BUCK —T 10 0598 MULLION W+ INSTALIAiION s 541SHOWNFOR _ a W/1% BUCK - ^ ddd Z m Q REFERENCE 1 9 INSTAIAJ11gN W O1 4 BUCK INSTALLATION q ` d JA M0HEAD t a g BUCK INSTALLATKIN r j HEAD k JAMBS - p f6 ^ kil SEE c SEE - - DETAfL -I'. 5 •DETAIL •2 1 40 r b- •E- a¢ % 'C b A B A' SINGLE DOOR W/SIDELITFS VIL1y Y--"[• .. HEW b --b' SINGLE DOOR W/SIDEI LTE 1nEW 9'-'B- SINGLE DOOR %IEW A•- A' qMw e/ o row ox""Tw rAflaMM e01 IJe MP. ALL seaor ro wm i,re oaeacNarsj SIOELITE NOTES: 1. the sideAte is direct set into the lamb with (12) #8x T pTh. Wood screws. There are (4) at eoeh vertjed Jamb, from the top down at 13.S. 31' 48.5' 6 66' There are (2) of the header of O horn the outside comers of the frame. there aro (2) of the dL 4' from the whide comers. 2 For optional sideiite censfrUcften with stopfes. sidelite Is direct set Into the jamb With (4) %"X 1.3/ 16 go. staples along each jamb (6• from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: 1. Conorefe anchor locations at the canons may be adjusted to maintain the min. edge distance to mortarloinh. 2. Concrete anchor locations noted a$ 'MAX. ON CENW must be coWed to maintain the min. edge distance to mortarlolnh, additional concrete anchors may be required to ensure the ?AAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE 317E EMBEDMENT roMA50NRY EDGE IOADJACEM ANCHOR 11W • 1/6- t•v4r r Ir TAFCON nw • 3/16't-t/ 3• t•t/r TApCON W2 BUCK2 INSTALLATION B W/IX BUCK 11 INSTALLATION 4 D MAIL •6• DETAIL -2' W/2X BUCK 2 INSTALLATION W/IX BUCK( INSTALLATIO 12 1 C t DETAIL -I' 6 i N i a z am, 2121112 i sou N.T.S. O.C. or JK e om er; LfS s a r.roe a FL -15225.5-68 c mar ,L OF o C' to IN a 7• PAIRS 30 3• TMP 10 2_ Tq hF 1L c DESCRIPTION Material I SEE NOTE J 1 1I _ STEEL B SHEET 3 Q SEE DETAIL 'J' STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 4 L SCR W Hine to Frame STEEL MULLION 10 x 2 LG. PFH WOOD SCREW STEEL 3" xl ASTRAGAL) SHOWN FOR 1 SHOWN FOR 4 PFH ELCO OR ITW CONCRETE SCREW REFERENCE Q REFERENCE 5 ITW PFHCONCRETE SCREW ONLY 1 STEEL 11 ITW PFH CONCRETE SCREW 1 Il y1 16 16 1 16 5. MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 12 5 L 20HEAER INE SG >= O.J4JAMBSUGARPINE, w000 21+3- 140' 7. PRESSURE TREATED SIOELITE PAD W000 1 1112 X 1 X 25 GA. CORRUGATED FASTENER VIEW 'C" -'C' DOUBLE DOOR W/SID£LfiES t -343-• 13 - 6' 49 sem,;•:, CKINSTALLATION W/2X BUCK I SEE DETAIL 1 W/2X BUCK ,,`` Z INSTALLATION SUCK - Q U _ ' 3' IINSTAUATION A W yWa = - INSTALLATION 9 v ci W toto° n e TYP. HEAD N vl x ASTRAGAL ' p JAMBS iv SHOWN FOR H JCA & `- ° i 0 m d n REFERENCE 1 001 1 SEE DETAIL f2 o - I SEE I6 1 16 DETAIL o\ C4 + n y 5 1 5 "+ loo L — 1 1 , A. VIEW 'E7=z DOUBLE ODOR VIEW A•- i1• Dom W/ *mow, oo"Lamm FAVDAM 9W /70 A». ALL s ovra m Doan ./we aawccn") W/2X BUCK2 INSTALLATION W/1X BUCK INSTALLATION 12 1 . C w/2x BUCK Item DESCRIPTION Material A 10 x 2-112- PFH WOOD SCREW STEEL B 10 X 1-314- FH W CREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 4 L SCR W Hine to Frame STEEL I DETAIL '4• 10 x 2 LG. PFH WOOD SCREW STEEL 3" xl 2-112I.- H WO CR STEEL 4 PFH ELCO OR ITW CONCRETE SCREW STEEL 5 ITW PFHCONCRETE SCREW STEEL 9 IPFH CONCRETE SCREW STEEL 11 ITW PFH CONCRETE SCREW STEEL 12 1114- x 3-114- ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 11/4' X 2-1 4 PFH ITW CONCRETE SCREW L 20HEAER INE SG >= O.J4JAMBSUGARPINE, w000 21+3- 140' 7. PRESSURE TREATED SIOELITE PAD W000 30 1112 X 1 X 25 GA. CORRUGATED FASTENER o`a e u 2121112 i N.T.S. 1 JK m n: LFS ; 15225.5-66 c T a -f- a NSTAL.LATION 3 t 0 W/lX BUCK 11 3ET,ALL •I" INSTALLATION DETAIL ATTACH ASTRAGAL THROW BOLT B STRIKE PLATE TO FRAME 1 C AS SHOWN. I DETAIL '4• o`a e u 2121112 i N.T.S. 1 JK m n: LFS ; 15225.5-66 c T a -f- a I< 13 013 7 v Ago Oto lit tot 4 A 43 Q1XBUCKt ! 4 { A d 3n ox 2x BUCK r^ INTERIOR EXTERIOR 1.25 Ack _ cN INTERIOR EXTERIORINTERIOREXTERIOR 1 HEAD JAMB Z HEAD JAMB /-3—'N HEAD JAMB hewing shown S EnosN gshown S T oiawnt N x 13I zx eucK INTERIOR INTERIOR 4 A n A uIK EXTERIOR EXTERIOR ; 0.1 S MIN. C -SINK _ SHIM SPCE 01 SPACE wi1.1SMM. I.ISMIN. _a i FMB. . Z EMS. NP. Gam 2/21 12 = scut N.T.S. g 9 twa or. JK o 4-*N VERTICAL SIDE JAMS S VERTICAL SIDE JAMB as W LFS S to b Su ~k 5 ro wood home mares w. Ww4v shown FL— 75225 5-68 0 Of -fL O INTERIOREXTERIOR a. M7 rl"N VEIMCAL CROSS SECTION 6 utswlnD^ INTERIOR 4 VER11CA CROSS SECTION 6 ImwwV conewown EXTERIOR o` .. III I, o IIIIIJI4 • ,`` i INTERIOR EXTERIOR w u EXTERIOR5kLNI IOR O ` p os CC •moi if 20 z s V cZ gga p 21 12 ? 3a13g 2 VERRCAL CROSS SWRON 3 VER11CAl CROSS SECTION J b OUT"con6purotbn EXTERIOR CSl INTERIOR S VERTICAL CROSS SECTION b Ou taMOua+on EXTERIOR It ii n INTERIOR 6 VERTICAL CROSS SECWN 6 OSS! cWg mtion THERMAITRU 0 THERMA TRU DOORS 1 10 INOYeTAIAL D%.. EeecfloN, oM 43917 Smooth -Star" and "Benchmark by Therma-Tru" 87 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ 6 W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes I. fhis product anchoring drawing has been developed In compliance with the 5th Edition MIT 4) Florida Bulding Code (FBC) excluding the lfgh Velocity Hurricane Ione'. See the Certification Agency Certificate for saes, specifications and lallings. 2. Product anchors shol be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing. stucco, foam brick and other wall coverings. 3. wood screws shall be installed following installation instructions of ANSVAF&PA NDS 2012. AB other fastener types to be installed following fastener manufacturer's instoiation Instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but In no instance shall they be less than shown In this drawing. S. Where shims are used. they must be a'Yigld / stiff material that compiles with the requirements of the FSC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific lots in accordance with the governing code. 7. Site conditions not covered by fhb drawing are subject to further engineering ona". IDSSQ MAX. OVERALL FRAME WIDTH 7VTVIN s s s SKEET DESCRIPTION 1 Tvoicd elevations, design pressures 6 genefd notes 2 Buck o=hWg J Frame 4 FlameonChating a u0 o(moteri *'k 5 11 11 1 A R A 1 1 'T'1 II 11 II 11 11 11 1 1, 1 II 11 1 eI11 ,1 y t_il er_1 1r_Y II ,I 11 I I 11 11 a I 1' 1 1' R=;' VW n II 11 11 1 tLJ1 O 1 1 1 II II 11 II I& LL_ 11 1 I; ;1 I; I. fhis product anchoring drawing has been developed In compliance with the 5th Edition MIT 4) Florida Bulding Code (FBC) excluding the lfgh Velocity Hurricane Ione'. See the Certification Agency Certificate for saes, specifications and lallings. 2. Product anchors shol be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing. stucco, foam brick and other wall coverings. 3. wood screws shall be installed following installation instructions of ANSVAF&PA NDS 2012. AB other fastener types to be installed following fastener manufacturer's instoiation Instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but In no instance shall they be less than shown In this drawing. S. Where shims are used. they must be a'Yigld / stiff material that compiles with the requirements of the FSC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific lots in accordance with the governing code. 7. Site conditions not covered by fhb drawing are subject to further engineering ona". 68.50' MAX. F....OVERALL WIDTH S S S TA1119 OF CONIEMS SKEET DESCRIPTION 1 Tvoicd elevations, design pressures 6 genefd notes 2 Buck o=hWg J Frame 4 FlameonChating a u0 o(moteri *'k 5 Roln td 6 vertical Cross secliom 6 Vertical Cross W110rd 68.50' MAX. F....OVERALL WIDTH S S S f i ''•. II 11 11 p 11' , II 11 II II IIII I 1 ; II 11 II 11 1, 1 11 11 F=T 11 1 1, 1 11 11 11 1 e 0 11 I I 11 11 1 1c 1 1 1 1I1' 1 1' I_ il n II 11 11 1 tLJ1 O 1 1 1 1 2 3 4 S 6888866 8 8 8 6 8 8 DOUBLE w/StDEUrES OXXO MAX DESIGN PRESSURE Loci NAfOMAflMIa s sum SINGLE w/SIOELRES Olro IMAX DESIGN PRESSURE 47.0 •47.0 1 Xw1OUSIDNAVASS9101AMN 1 +40.0 40.0 I '1--I' 1r_Y 91"CITSMNAIUM SWUM DFADWCrU rr=y r,-_,: 37.57MAX. OVERALL W")H 14-V MAX. OVERALL WIDTH F=T 53.00' MAX. OVERALL WIDTH S S S S S S 1C -_Y S 9 S C ouG 2/21/12 i soot N.T.S. ° M W. JK C CM. 41" LFS ! ox+.tle 14 ° FL -15225.5-80 a e e T-- I '1--I' 1r_Y rr=y r,-_,: rr_, rT.,i F=T tea' 4 1C -_Y H, ii ii 11 I I 11 11 1 1c 1 1 1 1I1' 1 1' 11 11 1 1 11 11 11 n II 11 11 11 O 1 1 1 II II 11 II II 11 11 II 11 1 I; ;1 I; y, " e`_y y -_y J L__ el__J \__J 11 11 er- e- 1 e S s i e' Y 1, II S' Y ir-Yi ir-YI t-YI 1. II II S 11 ii 11; 1 1' 11 11 11 11 1 II II 11 11 11 II II II 1. I II It 1 11 H 11 I II 11 1 2 J 3 8 4 S 8 4 8 8 8 8 8 8 8 8 8 8 8 8 SINGLE x DOUBLE XX SINGLE w/SICICUTE Ox MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67.0 -67.0 47.0 47.0 40.0 -40.0 C ouG 2/21/12 i soot N.T.S. ° M W. JK C CM. 41" LFS ! ox+.tle 14 ° FL -15225.5-80 a e e ILl ANCHOR MIN. MIN. CLEARANCE A/fN. C&ARANCf TYPE SITE EMlEDMEM TOh1ASONRY EDGE roADJACENi ANi:HOR f w a 1/r 1.1/r r r TA COH qao sats: N.T.S. ElCO 1/r MULLION 1' r I I I l MASONRY OPENING TYP HEAO MASONRY 4 II SHOWN FOR OPENING TMp II REFERENCE MASONRY a 11 11 OPENING TYp II 11 IkJAMBSHEAD11HEADI I I 6c JAMBS JAMBS II II II II aa y o" I I II o o 2X BUCK I I I' . MULLION J2XBUCK u SHWN FOR REFERENCE 2X SUCK—/11 I I I I 11 II II MASONRY OPENING NOTES. 2X BUCK I. 2Xbuck min. S.G. 10.5& CONCRETE ANCHOR NOTES: t. Conarele anchor bcaeord at Mm comers may be ocwted to maintain the min. edge durance to mortarja6da 2 Comore anchor locations noted os'AMX. ON CENTER' must be 00usted 10 maintain the min. edge dhlance to mCrtor Joints. oddliona l Console anchors may be rmquied to ensi" ft TUX. ON CENTER' dYnenslan aro not exceoded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE A/fN. C&ARANCf TYPE SITE EMlEDMEM TOh1ASONRY EDGE roADJACENi ANi:HOR f w a 1/r 1.1/r r r TA COH qao sats: N.T.S. ElCO 1/r 1.1/r 1' r utTRACON l OR. -M ro: V/SIDELITE SINGLE W/SIDELITES VCHORING BUCK ANCHORING 144 4 r 4- 48. 48 w4 8 e II e II MULLION 1 11 J B I I SHOWN FOR 1 MULLION I TYP. HEAO TYP. II REFERENCE 1 SHOWN FOR AI Jc JAMBS ASTRAGAL HEAD REFERENCE I I 1 SHOWN FOR k JAMBS 1 II 1 REFERENCE 1 II 1 11 1 II 1 II 1 II 1 2X II ASTRAGAL II 1 II 1 SHOWN FOR II 1 BUCK II 1 REFERENCE II II 1 II 1r< II 1 II 1 II 1 II DOUBLE DOOR MASONRY DOUBLE W/SIOEUTES BUCK ANCHORING OPENING BUCK ANCHORING yT T w ill to z r.L 2121/12qaosats: N.T.S. 9 o.o er. JK c as en LFS l OR. -M ro: FL -15225.5-80 c^ C. % jA' 7' 3' 1 MULUON SHOWN FOR REFERENCE BUCK LNSTALMI BUCK INSTALLAI HEAD k JAMBS SEE- 'N '6' 7 NOTE I ZI 16 16 16 SEE o 18 DETAIL 12 io 5 iii t2 • 4• 12 - T , b.A' VIEW 'C' -'C" SINGLE DOOR W/SIDELITES NEW 'E'-'EVIEW b"-'0' SINGLE DOOR W/SIDELRE smog M/ Qrnwi. COIOM-.ARD rA SIUMM Ilpl /.10 (T9. ALL SODA[ TO DOOR lib 0&M IL 6- r C' 3. O n 73F+--1 ININ W F--3' 1111 1111 MULLION aI Z Its SHOWN FOR DI _ o REFERENCE rK i 2 W/2X BUCK INSTALLATION — h a jO YU O 9 W/1X BUCK INSTALLATION TVP. HEAD B JAMBS C. % jA' 7' 3' 1 MULUON SHOWN FOR REFERENCE BUCK LNSTALMI BUCK INSTALLAI HEAD k JAMBS SEE- 'N '6' 7 NOTE I ZI 16 16 16 SEE o 18 DETAIL 12 io 5 iii t2 • 4• 12 - T , b.A' VIEW 'C' -'C" SINGLE DOOR W/SIDELITES NEW 'E'-'EVIEW b"-'0' SINGLE DOOR W/SIDELRE smog M/ Qrnwi. COIOM-.ARD rA SIUMM Ilpl /.10 (T9. ALL SODA[ TO DOOR lib 0&M LJ 0 IL 6- r O n r ININ W to g N TV Z JA I o LJ 0 y. 1*fig O nom ICK - SEE i'lON D 0 h rK i V i 1•tZ e. A' VIEW 'R' -"R" cINCLE DOOR SIOELRE/NARINDARE NOIES. 1. The adeate a direct set into the jamb with (12) L•6 x r pfh. wood screws mere ore (4) of each g vertical jamb. from the top down at 13.5. 31' 48.S"& 66' There are (2) of the header of P tram the outside comer at fhe home. There ore (2) of the s0 1' from the outside comers. 2. For optional sidefite construction with staples. Sidefte is direct set Into the jamb with (S) rrii X 1 C 1-3/4" 16 go. staples along each jamb (6" hom ends and equally spaced thereafter). 3. Lofts, deodbolt and hinge location vary. See Certification Agency Cediffoate and corresponding test reports (or spec(Fic dimensions and design pressure ratings. I CONCRETE ANCHOR NOrE5: 1. Concrete anchor location of the cancers may be adjusted to maintain the m(n. DETAIL '4' edge distance to mortar joints. 2. Concrete anchor locations noted os'MAX. ON CENTER' must be odjusfed to maintain the mfrs. edge dfrtance to mortarjointt 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 1 1 TYPE SIZE EMBEDMENT TO MASONRY fib ALUACENT ED" ANCHORffw A A 1-1/C 2' P 1 1 I I.1/2' DETAIL '1' M,.,e 3/1V T•1/r r zua N LS. d1O. lA JK ar. or. LFS V C. 3' . 1 1 I I 11 III 1 SEE DETAIL '3 nl A SEE NOTE 3IUSHEET3 1 I g 1 MULLION 1 SHOWN FOR REFERENCE ASTRAGAL)i SHOWN FOR _ REFERENCE 1 ONLY I — 1 1 t6 16 ; 16 t6 Ip 1 dl 5 1 . 5 111 t2 C. -E- VIEW C" -"C 0 BIONF DOOR W SIDELITES W/IX Bucy INSTALLATIO TYP. HEAD k JAMBS SEE OETAIL 4' LL LU xW A'IZW 30 W2 >W2 6' 4 3--I FiF l 6' •. w/2x ttutK A SEE OE AIL_ 1 IrtsTALunoN DETAIL 3 INSTALiATCH 9 n Ci 1 • - = Sf 1 TYP. HEAD k p 1 JAMBS r _ ASTRAGAL I 'n SHOWN FOR ` — O a REFERENCE _ ONLY 1 — t6 1 16 0 ^ 51 E= A. Ir VIEW Y•- £• DOUBLE DOOR VIEW A•- A Item DESCRIPTION Material A 10 x 2-1/2- PFH WOOD SCREW I STEEL B 10 X 1-314'- 000 5GRtw STEEL C 10 X I PFH W000 SCR L t 10 x J/4- L"PA PROUD SCR Hine to rome STEEL 4 14 x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW ST l 5 0 ITW PFH CONCRETE SCREW 1 4 x 3-3 4 ITW PFH CONCRETE SCREW STEEL STEEL 10- 8 x 3 PFH 5 STEEL 11 J41 6 x 3-1/4" ITW PFH CONCRETE SCREW STEEL 12 l a x 3-114- ITW PFH CONCRETE SCREW STEEL 13 301 ORYHOLLOWOBLOCK CONFORMING TO ASTORMING M C90 TO ACI CONCRETE 16 1 4 X 2-I 4 PFH RW CONCRETE SCREW L 20 11-3/4" HEADER JAMB PINE SC > a 0.42 THK. PRESSURE rREATEO SIDELITE PAU W000 WO 30 1 2• X 1' X 25 GA. CORRUGATED FASTENER STEEL SHOW r/ COTO" Nmuo"ro mfoom am /b (". 4L man ro ow J..s eow4cnas) B 1 • C I1 0 DETAIL "4' A DETAIL 3' ATTACH ASTRAGAL THROW BOLT TT ISTRIKE PLATE TO FRAME AS SHOWN. a lct DETAIL 'I' ANIF N i g u yaT: 2 21 12 = srxc N.T.S. S D -G. By JK a«. Ar: LFS 3 oiewxc xo. FL -15225.5-80 c s a arm D 1 HEAD JAMB 5 Ttnw np snowy INTERIOR EXTERIOR 2 HEAO JAMB tnsip slew^ 2X BUCK INTERIOR 1 4 A EXTERIOR t ' 25 MAX. 7SPACE I.I. Ems. 1.75 MIN, EMR. TYP. 41 VERTICAL SIDE JAMS J TOS*' o L: U INTERIOR EXTERIOR 3 HEAD JAMB INTERIOR EXTERIOR JLo-,--- C 0?5 MAX. SM VACE 1.1 S MRI. EMR. 5 VERTICAL SIDE JAMS TO woo0 Rom kWA&+o"" z u° we 2121112 wAu: N.T.S. i D.G 9r: JK a cMc, p^ LFS aamw w.: a FL-1527.5.5-80 lit 1 X BUCK vW i INTERIOR EXTERIOR 1 HEAD JAMB 5 Ttnw np snowy INTERIOR EXTERIOR 2 HEAO JAMB tnsip slew^ 2X BUCK INTERIOR 1 4 A EXTERIOR t ' 25 MAX. 7SPACE I.I. Ems. 1.75 MIN, EMR. TYP. 41 VERTICAL SIDE JAMS J TOS*' o L: U INTERIOR EXTERIOR 3 HEAD JAMB INTERIOR EXTERIOR JLo-,--- C 0?5 MAX. SM VACE 1.1 S MRI. EMR. 5 VERTICAL SIDE JAMS TO woo0 Rom kWA&+o"" z u° we 2121112 wAu: N.T.S. i D.G 9r: JK a cMc, p^ LFS aamw w.: a FL-1527.5.5-80 INTERIOR EXTERIOR <<t* tt,\\\ $ R o Z cs i$xu INTERIORINTERIOREXTERIOREXTERIOR V A, r 266 20 m 4 d 13 13 21 12 _ 5, 04: t 13 71 16 16 1 VERTTCAL CROSS SECTION 2 VEIMC L CROSS SECTION 3 VERTICAL CROSS SECTION ? , 6 conllpuallon 6 wttwwpeonfipun°no" xm 1^r 12* 0 a INTERIOR EXTERIOR EXTERIOR INTERIOR EARIURINTERIOR W z x 16 3d _ S 13 13 W es 4 VERTICAL CROSS SECTION tS VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION w 2/21/12 N.I.S. kuwirp con, pumtion 6 wtsw:,p confipuatton 6 wtsvAnp con unotron 3 a01 s er e aa, er. LFS ; FL-15225.5-80 e THERMAITRU THERMA TRU DOORS 1 1 B IMouw—,.0 0... tteocw*o... ON 3517 6'8" SINGLE & DOUBLE OPAQUE OR GLAZED DOORS W/ & W/OUT SIDELITES OUTSWING DIRECT TO MASONRY INSTALLATION General Notes I. This product anchoring drawing hos been developed In compttonce with the 5th Edition 2014) Florida Bugding Code (FBC) excluding the Nigh Velocity Hurricane Zone. See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors stall be as listed and spaced as shown on detadc. Anchor embedment to base material stroll be beyond wall dressing, stmcO, foam, brick and other wog covelingL 3. Fastener embedment depths. edge distances and center -center distances sholl be as specified by the fastener manufacturer but in no Instance shag they be less than shown in this droving. 4. Where shims are used, they must be o'rigid / stillmaterfol that complies with the requirements of the FBC. 5. Positive and negative design pressure requirements for use with this drawing shag 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 engineering analysis, 105.50' MAIL OVERALL FRAME WIDTH 1 . 2 oowuw/SmEurtsoXXo MAX DESIGN PRESSURE 55.0 -55.0 37.50' MAR OVERALL WIDTH 1 2 rAuF OFF r:oFNENIS SNEEr• OESCRIPf10N 1 Typical elevatiom OM ones a notes 2 Hoftntot Cross settlors 3 VGOW Cron WCBOr : rtgfaffy 4 fr one 5 From aricamrivIn, a to o mat 105.50' MAIL OVERALL FRAME WIDTH 1 . 2 oowuw/SmEurtsoXXo MAX DESIGN PRESSURE 55.0 -55.0 37.50' MAR OVERALL WIDTH 1 2 SWAE X MAX DESIGN PRESSURE SIM&WINS +55.0 -SS.O s@Cq*"* +65.0 -6S.0 nr —v 74.50' MAI(. oVEItAIL Wlon+ 1 2 1rMCU M OOEsms oro MAX DESIGN PRESSURE 55.0 -55.0 OOMII rr MAX DESIGN PRESSURE SS.O -SS.O 530 MAX. OVERALL WIDTH Swill W/ RR" or MAX DESIGN PRESSURE 55.0 -55.0 rOtr IUEOWAU MFO f SM113 RSW16Er="TuH swo Lmcm rMEr9OriAM1§V 6tMO9A0J t K E $i 001F 2/21/12 i N.T.S. er: JK m rn LFS l 15225-66M " e 7a-, 5 ft of -t 0= 2 fir 1Fi1 SWAE X MAX DESIGN PRESSURE SIM&WINS +55.0 -SS.O s@Cq*"* +65.0 -6S.0 nr —v 74.50' MAI(. oVEItAIL Wlon+ 1 2 1rMCU M OOEsms oro MAX DESIGN PRESSURE 55.0 -55.0 OOMII rr MAX DESIGN PRESSURE SS.O -SS.O 530 MAX. OVERALL WIDTH Swill W/ RR" or MAX DESIGN PRESSURE 55.0 -55.0 rOtr IUEOWAU MFO f SM113 RSW16Er="TuH swo Lmcm rMEr9OriAM1§V 6tMO9A0J t K E $i 001F 2/21/12 i N.T.S. er: JK m rn LFS l 15225-66M " e 7a-, 5 1 HORIZONTAL CROSS SECIi N Z a9/ Ou tbpr bnCguiotion n INTERIOR 4 H) EXTERIOR 2 HORIZONTAL CROSS SECTION 9/ Ihjpnlbolion INTERIOR EXTERIOR INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECRON 2 9/16 j0mWWCtW JW. 4 HORROMAL CROSS SECTION Ou/hb-A figurotbn i INTERIOR EXTERIOR S HORIZONTAL CROSS SECTION 6)9'116 jaHgulafion n S n s o=_ 6 o, Teh llllll> r r 5i I SMAX. lir MIN. a EXTERIOR W INTERIOR 1 VERUCAL CROSS SECTION Q,/ ..9nr"jg re`" I V EXTERIOR M INTERIOR 2 vEIMCAL CROSS SEMON 3 b9 J. ton EXTERIOR INTERIOR 6 7 - 3 VERTICAL CROSS SECTION n" con guolion EXTERIOR INTERIORINTERIOR r5'*N VERTICAL CROSS_ SEON j QvTrwQ conogtowilon EXTERIOR r VEFMCAL CROSS SECTION ow acon photon EXTERIOR INTERIOR 1&41 W 1-6-'\!ERITCAL CROSS SECTION J 7 h c t iSf C z rn 2/21/12 rA N.T.S. W- W. JK m w a~ 1F5 3 xt4wm .0. F1 -15225-68M c A Y1QT OF j Q S C• T 1 yll6ygpfl, II I n6' HEAD HEAO5 HEAD /N; MUWON J SHOWN FOR REFERENCE _ G 6.9/16'JAMe =,5 M. a JAMES H 441leJAMS _ 16 16 III 111 12 iii $ 111 12 rn fJC • F VIEW "C -"C SINGLE DOOR W/SIDEUIES nw y ANCHOR MM. 01 MRV. CLEARANCE T rPE she EMBEDAIEM 10 IOGENf11 IOGE ENTTOAQLIORAfOC110R ow • j H i 4' TAPCON g 0 1T ELCO T Q U G 6.9/16' JAMB ULTRACON TTP. a JAMBS al H 4.9116' JAMB IIW • 3116' 1.1/t d AS SHOWN TAt CON SEE DETART& 3' SEE h N OETAII'S o I SINGLE DOOR W/SIDEUIF o SEE DETAILT VIEW F -'F VIEW V" -"W NO I. =% GaCIORCCNWOJMB at Me Corney may be adMled to maintain fhs mh edge c afasco to mafar joints. 2 Concrete anchor tocotiom noted a At X ON CEMER' must be o4sted to moblrain the mtr1. edge distance to mortar joints. odditiond concrete ancJhors mor be recured to ensue ft AMIE ON C04W dimension ars nor occeeded. 3. Condste archon table: ANCHOR ANCHOR MM. MM. CLEALANCE MRV. CLEARANCE T rPE she EMBEDAIEM 10 IOGENf11 IOGE ENTTOAQLIORAfOC110R ow • 1/O 1-1/f i 4' TAPCON L MUUJDH SHOWN FOR ELCO v Q U G 6.9/16' JAMB ULTRACON TTP. a JAMBS H 4.9116' JAMB IIW • 3116' 1.1/t AS SHOWN AS SHOWN TAt CON SEE DETART& 3' M(RE NOTES: 1. The .dde6te is doect set into the jamb with (12) 88 x r Oft wood Saews. Trete ore (4) of each vertical jamb, from the top down of 13.5' 31 ;18.5 6 65. There am (2) of the header of 4" ham the outside corners of the home. There are (2) at the SM. 1• ham the oublde comers. T. M DETAIL "S' DETAIL "3" 6• L 1 iu n?.P. b HEAD F 9116' HEAD W c L MUUJDH SHOWN FOR REFERENCE_ v Q U G 6.9/16' JAMB o TTP. a JAMBS H 4.9116' JAMB 18 III - 12 r.l SEE DETART& 3' SINGLE DOOR W/SIDEUIF VIEW'1! -W Q'•• J• ••' * •• i et a e 6 ice•. ` =n•0 1 hozlI11111 a HEI AO HEAD V f c TTP. a JAMBS 49/16' JAMB SEE OETNI'1' . lX5J\ 1 SINGLE DOOR VIEW A% A' DETAIL '4" 126 736—da—ffQ24 M DETAIL "S' DETAIL "3" eCu stns m JK arc x: L"S 1 aoa•rc rioa a FL -15225 -68th c alts 4 or 5 0 b nn Wn ph A• T SEE DUAL 1 0 6.9/16 -HEAD ' 1 t TYP. a NERD ^ F € IF 49/16• HEAD q 'uATiRAGAI1 = g 69/16'JAMB SHOWN FOR REFERENCE ` TYP. a JAMBS ONLY B6An6• JAMB G g H 49/16' JAMB 1 n?. a JAMBS §d W/16•JAMB H a i SEE DUAL C - 16 ALT o I _ 1 _ • o + z ca v S 1 S "- ag 12 1 1 1 g o1 6I 4 < m VIEW V%"C" DOUILE DOOR W/SIDEUIES VIEW'r-"r OOUSIE DOOR VIEW "A' -"A" a it 0 N dW- U a La 27 DETAIL 6 ATTACH ASTRAGAL THROW BOLT 26 STRIKE PLATE MWRAN. a d H g DETAIL'S" H 26 OML: 2 21 I2 24 scaL N.T.S. ar: JK s DETAIL'I" cNx w. LFS ORAm N0: FL -15225-68M c nEn a 0 BILL OF MATERIALS OFM 1 pFF55CBFl1(„1 NIATf3ll4 C 1//•MAX. SHIM SPACE - 0 1µ'X 2Jµ' ElCO OR IM1 PFH CONCRETE CREW STEEL E MASONRY -3000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F 1/1'x2•lµ"ELCOORIfWPFH CONCRETE SCREW 5> G J/ 16• X 2Jµ' If W PFH CONCRETE SCREW a H 3/I6• 2-I/1"RWPFH CONCRETE SCREW STEL S I/1•xIJ/1"ELCOORrtWPFHCONCREIESCREW STEEL 11 J/16•x3-1/1'IIWPFHCONCRETE SCREW 12 I/d' x3Ji 1/1"ELCOORRWPFH C E1ESC SEI le I/1"X2.1l PFHITWCONCRETESCREW 21 9 X J/P PFH WS STEEL b I 1 1 I 1 I I seoETAa•c D d•9l16• HEADTYP. a HERO 1 IF 9/16 HEAD GAL I MULLION SHOWN FOR 1 SHOWNFOR REFERENCE 1 REFERENCE ONLY 1 2e 9 X 1• PRI WS I M 10 X 1Jµ' PFH WOOD SCREW 16 1 12 SAu 2e 9 X 1• PRI WS 5 27 M 10 X 1Jµ' PFH WOOD SCREW STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Boa 230 Vrlrko, FL 33595 Pilon 813 659.9197 Florida Board of Professional EnSineen Cerlificale orAulhorirarion No. 9813 Product Category Sub Category Manufacturer Product Name Thermo Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 118 Industrial Dr 8'8 Single & Double Opaque or Glazed Panels wl & w/o Sidelites Doors Exterior Door Assemblies 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. 8 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 b 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 AFBPA 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 -15225.568. 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 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details o1 drawing FLA 5225.5.68 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 09813) 3. Calculations Prepared by Anchoring RW Building Consultants. Inc. (CA 09813) 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. Stoned & Sealed by Lyndon F. Schmidt, P.E. Ottltr!!r t 1,0 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. Box 230 Valdco. Ft. 33195 Phone 813.659.9197 Florida Bond of Professronsl Engineers Cenificsle of Aulhorimtion No. 9813 Product Sub Category Manufacturer Product Name Category ASTM E330-02 /TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. NCTL 210-1940-1,2,3,4 TEL 01460147 ASTM E330-02 / TAS 202-94 ASTM E330-02 / E1686.02 / E19%-02 Thermo Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 118 Industrial Dr 8'0 Single & Double Opaque or Glazed Panels wl 6 w/o Sldelites Doors Exterior Door Edgerton, OH 43517 Inswing / Outswing Assemblies 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 01998) for Thera Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business b 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. UmNagons: 1. This product anchoring has been developed in eompiianos with the 51h 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 materiel shall be beyond wap dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations instructions of ANSI AF&PA NDS 2012. All other fastener types to be installed following fastener manufacture's Installation Instructions. 4. Fastener embedment depths, edge distance and cerdef-oentef 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 aro 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. ETC -01-741-10593.0 Test Standard ASTM E330-02 / TAS 202-94 Testina Laboratory ETC Laboratories Sinned by Mark D. 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 TEL 01460147 ASTM E330-02 / TAS 202-94 ASTM E330-02 / E1686.02 / E19%-02 NCTL Testing Evaluation Lab. Barry Portnoy. P.E. Lyndon F. Schmidt, P.E. 2. Drawing No. No. FL -15225.5-80 Prepared by RW Building Consultants, Inc. (CA 09813) Sinned 6 Seated by Lyndon F. Schmidt, P.E. 3. Calculations Anchoring Prepared by RW Building Consultants, Inc. (CA 09813) A , ' ' ' ' ' a , . Sinned & Sealed by Lyndon F. Schmidt. P.E. i o r+• `' Lyndon F. Schmidt. P.E. FL PE No. 43409 Sheet 1 of 1 2/6/2015 5 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Dox 230 Valrico. FL 33595 Phone 613.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Product Sub Category Manufacturer ASTM E330-02 / E1886-02 / E1996-02. Product Name Category 2. Drawing No. Prepared by No. FL -1522548M RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Thermo Tru Corporation RW Building Consultants, Inc. (CA 09813) 6'8 Single a Double Opaque or Glazed Exterior Swinging 118 Industrial Dr Doors w/ & w/o Sidelites Doors Exterior Door Edgerton. OH 43517 Outswing Assemblies Phone 419.298.1740 Direct to Masonry Installation Scope: Product Evaluation report issued by R W Building Consultants. Inc. & Lyndon F. Schmidt, P.E. (System ID 01998) 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. L/m/talons: 1. This product anchoring has been developed In compliance with the Sth 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 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 -15225-8M. 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 FLA 5225-68M shall be determined by others for speck 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. Suppordng 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 -1522548M RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA 09813) Sheet 1 of 1 Testing Leboretory Sinned Testing Evaluation Lab. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. Slaned B, Sealed by Lyndon F. Schmidt, P.E. Signed S Seated by Lyndon F. Schmidt, P.E. 0%,li s t s t; FIA" ti 0'- STAT F vF ty ice, S' ., I t •• it3, Lyndon F. Schmidt, P.E. FL PE No. 43409 2/62015 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 ENC!NEER OF RECORD. 3. 'X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST SE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESDONSIBILITY OF 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 Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—TS. 6. UMTS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUI.4E0 FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16' OR GREATER OCCJRS. MAXIMUM ALLOWABLE SHIM STACK TO SE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. FOR ANCHORING INTO WOOD FRAMING OR 2X SUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH :O ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCF:ORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTJ.iE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13 ALL FASTENERS TO 3E CORROSION REESISTAUT 14. 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 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA 33KSI OR ALUMINUM 6063—TS 1/8' THICK MINIMUM TABLE OF CONTENTS IEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS l REMSMS DfScmr,0M DATE APM&M ADDED CNARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLING= wSiALLATIONS 12/06/13 R L. REVISED INSTALLATION DETAILS 08/05/15 R.L. 5 33 2.. L SIGNED: 10/27/2015 MI19000WS LAKESIDE D DOORPARKWAY LLC FLOWER MOUND, TX 75028 51R 11IO 2*• I1 10 6/1 *= v kOt^ p TATEE OF • ` SERIES 430/440 XIX SGD tea" x 96" REINFORCED NOTES F.A. c;w No D Sc -s NTS D,TE 02/23/09 1 OF 9 6' MAX - 1 16.. 1nA1t L 7' MAX O.0 95" T - MAX M3wE FIDGHT 1_ 6- MAX 113' MAX FRAME NSDTH SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS $I AND f2 FOR OTHER UNITS RA77NOS RMSIDNS REV I DESC.iTIDN GTE APPPOID X ADDED Cha RTS 03/06/1.2 R B REVISED PER NEW TESTING 10/15/13 R.I. C ADDED FLANGE INSTALLATIOnS 12/06/13 4.1. 6" MAX CHART#I 0 1 REVISED INSTALLATION DETAILS 08/05/15 R.L WHERE WATER INFILTRAT70N RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame gle Panel And Total Frane 1Mdth (In) M J0.0 36.0 47.7 M) 9800 106.00 143.00 Pos Meg POs Meg Pos Meg 64.0 400 60.0 40.0 57.9 40.0 46.0840.0-4Y7- 66.0 40.0 60.0 40.0 54.6 40.0 45.0 620 40.0 SA6 400 51.7 40. 42.3 96.0 40.0 56.6 80.0 49.0 40.0 40.0 CHART42 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9SHEET; Design pressure chart (pso Frame Se1g..e Panel and ToaJ Frame Ntdtn (In) Rare 30.0 1 36.0 420 1 47.7 in) 90.00 100.00 726.00 143.00 Poa I Neg I Pos Neg Pot Meg Pos Meg I t4.0 60.0 60.0 57.9 57.9 52.0 520 48.0 1 46.0 ed.0 60.0 60.0 546 54.6 -wg--48 9 a .0 45 0 1920 58.6 59.6 51.7 51. 46.1 46.1 423 42.3 96.0 6 56.6 49.0 89.0 -4-3.7-43.7 40.0 40.0 CHART a3 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75026 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS 11MD w F.A. 1 08-00503 Sc"' NTSwT 02/23/09 1 SNE= 2 OF 9 SIGNED: 10/27/2015 Number of anchor locations required Rare Single Panel and Total Frame'A1dth (in) Height 30.0 1 36.0 42.0 47.7 90.0 1 108.0 126.0 HdS I Jamb I H6S I Jamb Has Jamb 143.0 HdS ( Jamb 84.0 6 1 6 1 7 6 B 6 9 1 6 88.0 6 6 7 6 B 1 6 9 6 92.0 6 6 7 6 B 1 6 9 1 6 96.0 6 6 7 6 B 1 6 9 1 5 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75026 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS 11MD w F.A. 1 08-00503 Sc"' NTSwT 02/23/09 1 SNE= 2 OF 9 SIGNED: 10/27/2015 WOOD FRAMIVG OR 2X BUCK BY OTHERS X10 WOOD SCP.EV! JIC WOOD SCREW I WOOD FRAMING 04 2X BUCK BY OTHERS 1/2" MIN. I EDGE DISTANCE 1 3/8' MIN. EMBEOMENT 1 1/4 MAX. SHIM SPACE EXTERIOR 11 11 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTI ERIOR AND EXTERIOR FNISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 1 3/8' MIK. EMBEDMENT 1 1/2• MIN. EDGE DISTANCE 110 WOOD SCREW BE SET W F APPROVED MIN, HENT WOODFRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SI -.'IM SPACE WEV=ms my DesmolT w >ACVM A ADDED CHARTS 03/06/12 R.L B , RNMSED PER NEW TESTING i 10/15/13 R.L. C ADDED P -WOE INSTALLATIONS 12/06/13 R.:. D 1 REVISED IN5TALIA7104 DETAILS 08/05/15 I R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES x30/440 XIX SOD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS om". 71IC Ko. F.A. OB -00503 scut NTS I "'Tr 02/23/09 %W'3 OF 9 SIGNED: 10/27/2015 N\\J\5 R t li E IV q' 9Lp 51D *= p T F''OR10P• ? METAL STRUCTURE BY Oi??cRS f110 SNS OR SEL' DRILLING SCREW IIAETAL STRUCTURE BY CThERS 3/4' 611:V. EDGE DISTANCE I 1/4' MAX. SHIM SPACE 1 I - T EXTERIOR 4S OR RILLING Iry i tzmUR 3/4" MIN. I EDGE DISTANCE TTT VERTICAL CROSS SECTION METAL STRUCTURE INSTALL4TION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE V4774 ASTM Elf 12 L TO 3E SET IN BED OF APPROVED 4LANT i 3/4' MIN EDS_ DISTANCE 10 SMS OR SELF DP.ILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. I SHIM SPACE 1 INTERIOR EXTERIOR F.A. SCIIF NTS RASIONS RLV bmcFJPIDN I 44E APPAOYM A ADDED CHARTS 03/06/12 R L. 9 REVISED PER NEW TESTING 110/15/13 P.:. C ADDED FLANGE INSTALLATIONS 12/06/13 y R.L. D REVISED INSTALLATION DETAILS 09/05/15 I R.L. n JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS os No. 08-00503 o"*" 02/23/09 S"LLT4 OF 9 SIGNED: 10/27/2015 ft. t 1 Lo N'q 9i1 pT OF ;Z i•Fi9'c ORIOP PMSONS 2 1/2" MIN. RE, tr3tRPTON DATE URRLVED EDGE DISTANCE A ADDED CHARTS 103/06/12 R.L. 1. E REVISED DER NEW TESTING :0/15/:3 ; R.L. i 1/4" MIN C ADDED FLANGE INSTALLATIONS 12/06/13 RL J REVISED INSIALLATION DETAILS 0../05/15 Z.L. i • EMBEDMENT 1 1/4" MIN. a^ i/4" MAX. I ° a EMBEDM,EN. I SHIM SPACE CONCRETE/ MASONP, 6Y CTHERS 1 21/2. 1 MIN CPIPONAL EDGE DISTANCE p 1X. BUCK I TO BE I INTERIOR aL PROPERLY 1/4MAX. SECURED I r SHIM SPACE 3/16" TAPCON T v SEE NOTE 3 SHEET t 1 3/16" TAPCON • © a r' CONCRETE/1, ERS •' I DI EXTERIOR INTERIOR 1C 4II ` I `• ; SI! L TO BE SET IN EXTERIOR LOc I Adul9E0OFAPPROVED ' `• 3/16" TAPCON SEALANT JAMB INSTALLATION DETAIL I OPTIONAL IX BUCK CONCRETE/MASONRYINSTALLATION TO BEPROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET t 1 1/4" MIN. EMBEDMENT VERTICAL CROSS SECTION CONCRETEWASOIVAYINSTALLATION 2 1/2 MIN. EDGE DISTANCE NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOP.DANCE V/ITH ASTM E2112 M= 15332-; MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAM:. 0x4 NO. F.A. 08-00503 S'IE NTS - 02/23/09 1 S"EL75 OF 9 SIGNED: 10127/2015 It LOW 9p ATSTAT SE OF OD FRAMING OR 2X BUCK BY OTHERS 110 WOOD SCREW EXTERIOR I f10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTTERS 1/2" MIN. EDGE DISTANCE r MIN. MIN 1/4" MAX. SHIM SPACE 3/8" MIN. EMBEDMENT T- 1/2" 1/2" MIN. EDGE DISTANCE INTERIOR 010 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT I i 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. r SHIM SPACE f.A. CA" NTS M90RS RN DFSCRR110N }ATE I •PPROK I) A A!)XC CHARTS 03/06/12 R.I. 6 REIRSEO PER NEW TESTING 110/15/13 R.L. C IADDED FLANGE 1NSTALLATI04S 12/06/13 R L. D I REVISED INSTALL1,710\ DETAILS I OS/05/15 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALL4TlON MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS one W. 08-00503 SIGNED: 10/2712015 J\ 5 111! lilq/// iGENS 9,;' o s1 • o TTATT OF ; , O,w, aIORIOA• 2: ONA j1ti G\ M ETAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" WIN. EDGE DISTANCE 1/4' MAX SHIM SPACE OR 3/4' MINLUNG EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS tJ( I tKIUH oiv . nwn 3/4' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES - 7. INTERIOR AND EXTERIOR FIA4SHES. BY OTHERS, NOT SWOI'VN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 S-332— L'i MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DPAWN- DMD t,Q, F.A. 08-00503 S AU NTS DAn 02/23/09 —L 7 OF 9 SIGNED: 10/27/2015 REASONS REV DESCRV1x)N DATE XPPRDKD A ADDED CHARTS 03/06/12 R.L. 8 REASED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE WSTALLATIONS 112/06/13 R.L D I REVISED INSTALLATION DETAILS 108/05/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 S-332— L'i MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DPAWN- DMD t,Q, F.A. 08-00503 S AU NTS DAn 02/23/09 —L 7 OF 9 SIGNED: 10/27/2015 CONCRETE/ 2 1/2" MIN. MASONRY EOCE DISTANCE BY Or.-IERS 3 e• 1 1/4' MIN. EMBEDMENTe 1/4" MIN. 1/4" MAX. s ° EMBEDMENT I SHIM SPACE REVISED INSTALLATION DETAILS 08/05/15 RL. OPTIONAL 1X BUCK To B= 2 1/Y MIN. EDGE DISTANCE ° INTERIOR PROPERLY SEESNOTE E3 SHIM SPACE v SHEET 1 3/46" TAPCON 3/16" TAPCON CONCRETE/MASONRY EXTERIOR INTERIOR BY OTHERS i3/16" TAPCON .a • MASONRY/ CONCRETE BY 07HERS REVISOS REV j DEi•RIPTIM WE APPRhi7 A I ADDED CHARTS 03/06/:: ; R L 3 REVISED PER NEW TE-S'ING 10/15/13 R L C ADDED FLANGE INSTALLATIONS 12/06/13 RL D REVISED INSTALLATION DETAILS 08/05/15 RL. C ITS J SILL 70 9E SE, IN EXTERIOR 1-01ABEDOFAPPROVED SEALANT 1!I..j 4ir.4-11 OPTIONAL 1X BUCK JAMB INSTALLATION DETAIL1114TOBEPROPERLY CONCP.ETEM.ASONRYmsrAtU710NS- C:IREO VERTICAL CROSS SECTION CONCRETEAUSONRY INSTALLATION T 1 1/4" MIN. EMBEDMENT t 2 1/2" MIN. EDGE DISTANCE SEE NOTE 3 SHEET I NOTES, 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLAR17Y. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH. ASTU E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS OPAWN. IMxC No. F.A. 08-00503 W -UE NTS — 02/23/09Is-E-8 OF 9 SIGNED: 10/27/2015 r, •SVG E N S+F.'9 ii p OF o''c ORiDP• 2-Z YONA 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE — BY OTHERS HOOK STRIP e 1 1/4" MIN. EMBEDMENT iX BUCK BY OTHERS. IX BUCK TO BE1' PROPERLY SECURED 3/i6" EXTERIOR ' _ PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE 9Y OTHERS TRIM. -,,, INTERIOR HOOK STRIP Rew.;fts REV DESCRIP1101A DAr APPROVED A ADDED CKARTS 03/06/12 R.L 9 REVISED PER NEW TESTNG , 10/15/13 R.L C j ADDED FLANGE INSTALLAT.ONS 12/06/13 R.L 0 R"E ED INST,LtA'10N DE7NLS 08/05/15 IR._ 3/4" VtK. EDCE DISTANCE 10 SELF DRILLING SCREW 1/2" MIN PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION s METAL STRUCTURE NOTES: I. INTEMOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED L\ ACCORDANCE WITH ASTM E2112 INTERIOR TRIM \ ' 1 3/B" MIN. EMBEDMENT I HOOK STRIP X10 W000 1. I I SCREW EXTERIOR U PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK4VOOD FRAMING MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES A30/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN 7NO. F.A. 08-00503 MALI NTS — 02/23/09 1 sme"9 OF 9 SIGNED: 10/27/2015 R I Iilo/i ENS- 9J1 o SpC,. TAT SEOF .- 41ri G ONA j1!> \\ 4• rFloridaBuildingCodeOnlineG6(_ C PaC ge l of 4 Business & Professional Regulation FhODpilmenid eCls Home I Login I use Registration : Hat Toplo I Submit Surcharge i stats a Face Publications I Fee slap I etas site wP 1 inns I rearm I Businestllh product ApprovalProfessial ®USER: Public User Regulation Product Ao=YM u > fMh a ace kjl;ou Search > AeakAtion tkl > Applimtion Ddail FL # 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/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL5302-R6 Affirmation 2014 Approved Amarr Garage Doors/Entrematic 165 Cartage Court Winston-Salem, NC 27105 336)251-1309 danny.]oyner@amarr.com Brandon Gentle brandon.gentle®a marr.com Brandon Gentle 165 Carriage Court Whiston -Salem, NC 27105 336) 251-1308 brandon.gentie®amarr.com Danny Joyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 d)oyner®amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Thomas L Shelmerdine PE -0048579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urich, PE I ' Validation Checklist - Hardcopy Received 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=wGEV XQwtDqunL7seV ZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 J 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 Summery of Products Method 1 Option D 03/30/2015 03/30/2015 03/31/2015 iu. i ., 9111141 FL tr Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC -6009-1 10-1 1,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC-6009-110-11_Drawlno 7-10 FL.udf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 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. FL5302 R6 AE IRC -6009-110-11 Reoort 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 doors a replacement door. 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC -6009-100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC -6009-100-11 drawino 7.10 sealed.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use In HVHZ. FL5302 R6 AE IRC -6009-100.11 report 7-10 sealed.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. 5302.3 Stratford (M600); Heritage (M950);I Dwg. IRC-6009-120-15,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 FL5302 R6 II IRC -6009-120.15 Drawlno 7-10 FL.od Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC -6009-120.15 Report 7 -ID FL.odf Created by Independent Third Party: Yes 15302.4 I Stratford (M600); Heritage (M950); I Dwg. IRC -6009-130-15, 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: +26.7/-31.6 Other: Design Pressure +26.7/-31.6, NoL 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 FL5302 R6 11 IRC -6009-130-15 Drawino 7-10_FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC-6009-130.15JWorrt7-10 FL.odf Created by Independent Third Party: Yes 15302.5 I Stratford (M600); Heritage (M950); I Dwg. IRC -6009-140-15, Thru 9' wide. IOakSummit (M650) Limits of Use I Installation Instructions Approved for use in HVHZ: No wino 7-19 FI_pdf 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=wGEVXQwtDqun L7seV ZMF... 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 IRC -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. 5302.6 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 FL5302 R6 11 IRC -6009.1.50-1S Drawlna_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: +35.6/-42.1 Evaluation Reports Other. Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R6 AE IRC -6009.150 -IS Report 7-10 FL.pdf 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 :s a Created by Independent Third Party: Yes 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 FL5302 R6 11 IRC -6009-169-15 Drawlna 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: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use In HVHZ. FL5302 R6 AE IRC -6009-169-1S Report 7-10 FL.pdf 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 11 IRC -6016-100-15 Drawing 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 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. 5302.9I Stratford (M600); Heritage (M950); I Dwg. IRC -6016-110-15, 10' Thru 16' wide. IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.3/-20.8 Other: Design Pressure +18.3/-20.8, 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 FL5302 R6 11 IRC -6016-1.10-15 Drawlna 7.10 FL.Rdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC -6016 -110 -IS Report 7-10 FLodf Created by Independent Third Party: Yes 15302.10 I Stratford (M600); Heritage (M950); I Dwg. IRC -6016-120-15, 10' Thru 16' wlde. IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.8/-24.8 Other: Design Pressure +21.8/-24.8, 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 FLS302 R6 11 IRC -6016-120-15 Drawlna 7-10 FLodf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC -6016-120-15 Report 7-10 FLodf Created by Independent Third Party: Yes 15302.11 I Stratford (M600); Heritage (M950); I Dwg. IRC -6016-130-15, 10' Thru 16' wide. IOakSummit (M650) 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 FL5302 R6 II IRC -6016-130.15 Drawina 7-10 FLodf 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.iloridabuiIding.org/pr/pr_app_dtl.aspx?param=wGDV XQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online 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-bome debris region unless structure is designed as partially enclosed or door is a replacement door. Page 4 of 4 Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE JRC-6016-140-17 report 7-10 sealed.odf Created by Independent Third Party: Yes 15302.13 I Stratford (M600); Heritage (M9S0); I Dwg. IRC -6016-140-24, 10' Thru 16' wide IOakSummit (M6S0) 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 replacement door. Installation Instructions FL5302 R6 11 IRC -6016.140-24 drawlno 7-10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports 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 aj302 R6 Il IRC -6016-145-24 drawina 7.10 sealed.pdf Approved for use outside HVHZ: Yes 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. FL5302 R6 AE IRC -6016-145-24 report 7-10 sealed.odf Glazing option shall not be used in wind-bome debris region 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 FL5302 R6 11 IRC -6018.11 -15 Drawing 7.10 fl&ff Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No 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. X392 R6 AE -6018-11015BCpDR 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. 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC -6018-120-1S, 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.odf 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.Ddf 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. a --k Ncsl Contact Us :: 1940 North Name, 4reet, Tai6hasscc FL 32]99 Phone: 05CIA87.1224 The State or Florida is an AMEEO employer. Convifoht 2007.2013 Stale of Florida.: • Privacy StatemeM :: Accessibllty Statement :: Refund Statement Under Floo law, email addresses are public retards. It you do not want your e-mail address released in response to a pubtic-records request, do not send electronic mall to this entity. instead, contact Ole office by phone or by traditional mal. If you have any questions. please contacl 850.487.1795. -pursuant to Section 4SS.275(1), Florida Statutes, ellective October 1, 2012, licensees licensed undo Chapter 455. F.S. must provide the Department with an mal 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 supply a personal address, please provide the Department with an enroll address which can be made available to the public. To determine If you are a Ikemee under Chapter 455, F.S., please click b=. Product Approval Accepts: a®LOW; ® SarVriN:N) nuttss WEMal https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 ACAaTAAE ALO CAPRRR ATTAIJO V/ (2) V.• r 1/2' MILT 6 NIH PEP RW41 16 W CAM Kf1"n-L P 8034 S1RUIf AT7A00 • ATT'mim D V/ (D V.• . 7/.• Q L.• ttu (c,o seuvs ILI( (CAD snEvs .' Pat RW--Zf ( Ad ccNTER iTLC TYPICALTDP_EI1ST1®Si_/ t 1 a 1/4• f L.• M tb 6 11 OL TIS tL 1 VEvls Eswl3 Ia m D(dtCi II W DUSAt,R M IGD 30(EVt OPTIMAL HT OCTAIL vu Eq f6PQ ARNCD ,T END AND CENTERiTLfi r zwA sTn1n mow e a e.I •mr.7f0 • OMANCE %1TI1 THE PRM"E DESCREW IN ASTM tG MEADD somvt v E330 ANC ANSI/OASYA Too THE PRESSURES SHOW ON THE.(w 7-10 I%7H THE t• r AAsft71lA•, L'..AV IMAI M4ASNCV.,Art.. VA• A B/.• 1QU WAD smm AT a DOM n/ N.mRru UL ei 00004 sAKMOM allm Ia vroca" vAS a esa ettnel r.(L a w l ae1 rDum Anso ua(r ST Dordoa^ RANO SPEED NPH 155 IAt 134 1 126 1 122 o am ul (92&TTACMD FOR CAIW(R Ri0 aluca a tlal0te ao(L v tomo w . auesm a emim mt .e (ow B C C 0 0EVOISURELEVELi ICR 16AD uCRcvs MEAN ROOF •IEiGm1 30' IS' 1 a 1 13 1 25' r 7-0" STEM Bt WUPI SIQT ST04 ROLLERS v/ "I RETAIICR Pot R t01-TIBSADED tN.rtS TYPICAL MIRAWE EMI Mtg' tT3 1) D/IR• dA • (-f/6' rALAO ! BOLT ATTAWiD m AVT [A. aA10 aR,OBT 2 S e STs a SPP MD, 2 at Rrwt) RO W CMERS M O kv. STM 00 31L[ 7/I9• pl BOLTpPot RauuSRT.i0MR Y eay. STM 1R,CK RIVETS TD,a s+ovaa.os TRACK MOWING DETAIL Ts I.DA anW'E Vim/ T(p VX ATTACHED O IGD scam KW Its sloil. 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Dordoa^ RANO SPEED NPH 155 IAt 134 1 126 1 122 Ri0 aluca a tlal0te ao(L v tomo w . auesm a emim mt .e (ow B C C 0 0EVOISURELEVELi eeRR LdPIAtan(m or w O°` r ADO' mYoaPat tata Dope .Dee MEAN ROOF •IEiGm1 30' IS' 1 a 1 13 1 25' AIDaooPs i•®•a WD SIZE Is mom HMTKoR 004OZ,7 VEWN WADS a2LB vsF i 41/ I'M WADS7PsPIP tV..... 372 PIF t• r AAsft71lA•, L'..AV FL iR MODEL /050 OAK SUMaT w/DmmSaf* MODEL 1600 SMATYORD w/Ounsafe MODEL /060 MMUGE w/DaraSafe Sboit Loos. f7ua6 t Oa Summit P".I•s 21 WAU a m aPTT oI/B/w aAx rEBIB B am Of a[ el ljal IRC -6616-110 BQf 1 7 3 TETA1aCDtern" 0 1 T 20G STM LOCATO to THE TDP An S01T01 Or (LAZED SECTION Attend v.(Z) ve• a air IEMfAOSCQ11tArCbAIOCCIr[AR LTDIS OPTIONAL S/NpRT PANEL TEP GLAZEDISECTIOM (STRUT AND SME LAYOUTS) r AND STILE LAY WVPALACEICPGLAZEDSEtTiaV <STRUi WTS) W.4 AIf1 clA2rN0 vlvIt """ OM eN DOORS 10's DPaHO' — 1110 PnL DOORf Ulss rHW 10'• "s YUST USE 9-ar PANEL 7AIDIO OR CLOI D txCilnR WOOD JAMB ATTACHMENT TO STRUCTURE L16• Y D• LAO SCRCVS TARTING 6' PRO( GIDS HIEN eA• OL U VR' EMDEpNEHh V -'•T' A u" ArTA(NM ENT M s ne /Sr [0176'1! Haul vu e(LT a/s' A .• STARTIW 6• FNOI cNO2 THpI tA• OC a I/r EPIEDENrtI wln SLEEVE ANCHat S/6' R E-0/1• STARTM 6' NTf61 CLADS TH C:. aG (1 VA' EMeEC EJNT) ITV/RAHSET RCAE•0 (TRU-60.T) an• I A' ST•RiiW 6• TRO' GIDS AID EA• a'. (a Ile' EMKO(ENT) SIrVS01 t/e• K a' 11 N CG ART[HG 6' Fit CND$• ERC PAOTS 6 mm,. a• APART) AT 14 OS'. 11 1/2. OIOEOKM) 171 l/A• Z 2-a/•' 1(VIX-CW U• SCREVS STARTING 6' FROM CMOS, USE PAIRS OF rAS:CNEAS Cr APART) AT t6. OC. 0 1/6' GOED1EWn HGLTI CVC C -a/A Si Y FROM CN TI()1 i(• C tl t/A' EMSE]MGT) mL USE FASIQERS FOR HILLOV C-90 W -WO, LAGS AND WILTS CAN SE CMMTERVJ& TD PVIDE A FLASH HOUNT:NG SURFACE. APREPARAT101 or v= JA OS DY OTHERS lump ATE IQLOV EEOC GROIREO ! yy STRUCTURE STRUC:IAY SIRVCTIJtE STRUCIIIE a b 1/p• 11;Y yAE- a'/' MIM t -1/r LAIN •' ji•. YNI N %/V7 OPTIONAL SWAT PANEL INTEPJCDIATE (LAZED SECTION (STRUT AND STILE LAYOUT) 10-1/0' 38-t/6• r •a o lave• le- /6• d X] SHORTP.. GLAZING FASTENCR DETAC LONG ANLL GLAZDG FAVENER OCTA. kT.$. 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Lr 4lrl l:1':1G4L•iQ'L'1 Cilltt7lH7Eli7 L g-y csliilnt'r Lr Ta® 4I1tii EiS7lIIlL'll<i:.7•L:1JIi21 Li3':1 all.T-4'•i.•I4F2][Ll_IIR R[SC1 iiI110m'•i tL ll lL ll 1 1 Qi7'•"•'•""6_t>Z-'['+lit-)!ll[.S':1 {il'ilieRLSVI 3')r•'s:T lI[7lIIl TRUCTURAL SOLUTIONS. P.A. tructural Engineering • Investigations vonsulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC -6016-120-15 Test Date: 11/8/2012 I Project No.: ) 2-114 Design Pressures: 21.8 psf, -24.8 psf Report Date: 12/6/2012 1 Model #1600 Test Pressures: 32.7 psf, -37.2 psf Test Location: I Amarr Garage Doors, Winston-Salem, NC ASCE 7-10 Criteria: Up to 5 Feet of Door Width in Zone 5; Anv Roof Slope, Enclosed Building Exp. B, 30' MRA Exp. C. 15' MRH Exp. C, 25' MRA Exp. 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 Specimen: A 16'-0" wide x T-0" 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 two 3" 20 gauge galvanized steel struts, except I strut on the top section. 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 three interior stiles as shown on the drawing. Garage door Model 600 manufactured by Aman Garage Doors was used in the test. The test unit is further described on Drawing IRC -6016-120-15. Manner of Testing: This test was conducted at Aman 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 I to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and bold 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. Swrimarv: A 161-0"x7'-0" Model 600 as described on drawing IRC -6016-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 16'-0"x7'-0" Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with drawing IRC -6016-120-15: 16' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) 16'x 7' Model 650 doors (which have the "Oak Summit" embossment pattern in the skin) bteoeoa Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin..b jtj . w 8 short panel (18-1/8" x 10-5/8') or 4 long panel (38-1/8" x 10-5/8") windows (3/32" annealed 0: 4c- 1'3o tZ P••O''!.• glass minimum - meets ASTM E1300-04) may be installed in 1 section ^ r Submitted By: irw r : t w Q drocs;eaeeas°° 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 • (336) 856-2686 • Fax (336) 856-2687 a NC Firm #C-1096 r i Florida Building Code Online FL17676.2 Page 1 of 4 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature lechnlcal 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Q MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Unch, PE Cj Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Business FEmom P0jda 11e.V.r. Wd BUS Home I Log In I Use, Registration I Hol Topics I Submit Surcharge Stals & Facts Publications I FOC staff I BGS Site MSP I Links I Search Busines Product ApprovalProfessi USER: Public User Regulation Y GSiE iiiWYSsi1f1 W/ Product Approval Menu > ProduR er Aoollptbn Search > Application List > Application Detail FL # FL37676-R2 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 Address/Phone/Email Authorized Signature lechnlcal 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Q MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Unch, PE Cj Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 ELEVATION 2" typ. 36' J-8' o.c L_ max. 2' typ. TT 8' O.C. Max. r m CLEARANCESALLFOURSIDES) FLASH BY OTHI Anchor See Section Dei cr«ror HEAD DETAIL iIZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. r Min Edge 7/16" d SHIM ASjREQUIRED MUST ACHIEVESCREW I R / 4` PENETRATIOSHOWN WITHN SHEATHING) INTO STUO.s SILL DETAIL Notes: 1. Installation depicted based off of structural test report #62133.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S -P -F (G=0.42) or denser. Buck width shall be greater than the window frome width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration Into wood buck 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non- compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air Infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown Is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners 2' from comers and no more than 8' on center. Design pressures of smaller window sizes are limited to thot. of the test window. SH AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP 10 +40.10/-50 UNITS UP TO 36' x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) Min Edge 7/16" SHEATHING M1MWaurINSTALLATIONINSTRUCTIONS. . M.R. 12-14-09 FASTENER SCHEDULEFIN— Mam "10 JAMB DETAIL 3540 Single Hung NONE 1 ar 1 NAIL FIN' IS A GENERIC TERM WHICH Windows & Doors „a d MEANS 'MOUNTING FLANGE'. Gratz, PA 3540-3210 SH FiN - NOT TO BE CONFUSED WITH '1/2' FRONT FLANGE) r validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The pioduct described belcwb hereby approved for listing'in.the beat Issue of the AAMA Certified Produds Directory. The approval Is based on successful oorripletion of tests, and the reporting 10 the Administrator of the results of tests, accompanied by related drawtngs, by an AAMA Accredited laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAIWDMA/CSA 101/1.S.2/A440.08 LC-PG40•-814x2134:(3W4)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL 8 PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 3540 SH (FIN) FRAME SASH MI Windows 8 Doors; LLC 7158 PVC)(O/X)(IG)(INS GL) 914 mm x 2134 mm 867 mm x 892 mm Cod&: MTL REINF)(11LT)(ASTM) 3'0" x 7'0") 2110" x 2'11") Z. This Certification will expire July 27, 2020 (extended from July27, 2015 per AAMA 103-14a) 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.: 82133.01-10947 Date of Report: August 16, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification h, 4 U- To!cjiledZaboratories, Inc. Authorized for Certification T AmeridW Architectural Manufacturers Association Florida Building Code Online Summary of Products Page 2 of 4 FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH 36 x74 Fin.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Other: R-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 44x72.odf 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fn 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. Units must be glazed in accordance with FL17676 R2 II Install - 3540 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 13S40 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 40x66.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 11 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 3540 SH 44x63 -Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: 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 FL17676 R2 11 Install - 3540 SH Fin 44x63.odf ASTM E1300.04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 13540 SH 144x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 11 Install - 3540 SH Fin 44x84.ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: haps:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online IEvaluation Reports Created by Independent Third Party: Page 3 of 4 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Fi 17676 R2 C CAC APC 3540 Fin 52x84.Ddf 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 11 FL17676 Rl II Install - 3540 SH Fin ASTM E1300-04. 52x84.Ddf 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 3540 FLS 36x74.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-012528 7.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854B 1252.odf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C GAC APC 3540 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 511989.0f Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.Ddf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-012478 10.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 5118498 1247.odf 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 FL17676 R2 C CAC APC 3540 FLS 48x96 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 11 08-01371B 11.odt Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.Ddf Created by Independent Third Party: Yes 117676.12 13540 SH 152x62 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 52x62.Ddf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R2 II 08-02269A 12.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports https:Hfloridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online IFL17676 R2 AE 513015A 2269.odf Created by Independent Third Party: Yes Page 4 of 4 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 II 08-02270A 13.odf ASTM E1300-04. 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 HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x84yd 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 FL17676 R2 II 08-01514 512141.odf ASTM E1300-04. Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3540 52x84.odfFIs Created by Independent Third Party: Yes Created by Independent Third Party. 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(12775)A2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.IG.FIN.48X72.R35.(072016) Impact Resistant: No Rev.odf Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 11 Install Instructs - 3540 SH FIN 48x72 (As Tested).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure- +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH CHS Fin 108x74.nd ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party. Back Nest Contact us : 1940 North Monroe Street- Tallahassee Ft 32399 Phone: 850-487.1824 The Stale of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. '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 of they have one. The emalls provided may be used for official communication with the licensee. However emall addresses are public record. if you do not wish to supply a personal address, please provide the Depanment 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 click b=. Product Approval Accepts: is 99 Credit Cam 5'AF E hnps:Hfloridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online FFI Page1 of4 7676.9 Business & ProfessionalRegulation noe& Dpmwd SOS home I Lop In I Use, Registration I Hot Topics I suturot Surcharge I stats a Facts Publications Fac Stan I SCIS site Map I Links I search I Busines Product Approval Professi I 16USER: Public User Regulation Ir Product ADormral Menu > Product or Application Search > Application List > Application Detail FL # FL17676-R2 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 Address/Phone/Email Authorized Signature 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved O MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingeromiwd.com Brent Sitlinger bsitlinger®miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 65 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 hnps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Fl. it I Model, Number or Name 17676.1 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Page 2 of 4 Y Description 36x74 Fin Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 36x74.Ddf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH 36 x74 Fin.Ddf Verified By: American Architectural'Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.2 13540 SH 136x84 Fn Frame 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 36x84.Ddf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 36x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.3 13540 SH 140x66 Fin Frame 1 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 40x66.Ddf Quality Assurance Contract Expiration Date 08/26/2016 Installation Instructions FL17676 R2 Il Install - 3540 SH Fin 40x66.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.4 13540 SH 144x63 Fin Frame 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x63.Ddf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 44x63.Ddf Verified By: American Architectural Manufacturers Association . Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 144x72 Fin Frame 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.6 13540 SH Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x72.Ddf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions FL17676 R2 11 Install - 3540 SH Fin 44x72.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.Ddf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3S40 SH Fin 44x84.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online IEvaluation Reports Created by Independent Third Party: Page 3 of 4 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: NO' R2 C CAC APC 3540 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 11 FL17676 R1 II Install - 3540 SH Fin ASTM E1300.04. 52x84.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 17676.10 3540 SH 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 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-01252B 7.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854B 1252.odf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 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 11 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.Ddf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-012478 10.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849B 1247.odf 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 FL17676 R2 C CAC APC 3540 FLS 48x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 11 08-01371B 1I.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 Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 5242 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2017 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R2 11 08-02269A 12.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports https:Hfloridabuildino.org/pr/pr app dti.aspx?param=wGEVXQwtDqvFGYZsjrZFR6fG1... 5/26/2016 Florida Building Code Online Page 4 of 4 N IFL17676 R2 AE 513015A 2269.odf Created by Independent Third Party: Yes 17676.13 13540 SH 152x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x72 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 11 08-02270A 13.odf VPrifind By, I tti% R I nmas, PE PE -62524 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.0f Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 5 xB4.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 FL17676 R2 II 08-01514 51Z141.pdf ASTM E1300-04. Verified By: Luii R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3540 FIs 52x84.odf Created by Independent Third Party: Yes Created by Independent Third Party: 17676.15 3540 SH 48x72 Fn Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R A APC(12775)A2726,01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.IG.FIN.JBX72.R35.(072016) Impact Resistant: No Rev.odf Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 II Install Instructs - 3540 SH FIN 48x7 (As Tested). odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure. +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH CHS Fin 108x74ndF ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: H__' Contact US :: 1940 North Monroe Sleet, Tallahassee Fl. 32399 Phone: 050.487.1824 The State of Florida Is an AAICCO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility 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 -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional marl. If you have any questions, please contact e50.4a7.1395. -pursuant to Section 4S5.275(1), 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 smalls provWed 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, 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 45S, F.S., Please Clips here . Product Approval Accepts: 0® Credit 3rFE https://floridabuiIding.org/pr/pi app_dtl.aspx?param=wGEVXQwlDgvFGYZsjrZFR6fG ] ... 5/26/2016 Validat(* / Operations Adminlstretor) MI Windows 8 Doors, LLC P.O. Box 370 Gratz; PA 17030-0370 Attn: 'Rick Sawdey AAMA CERTIFICATION- PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION' The pncdt cd desWbed,below 1s hateby-opProved fot.Uffn4lA ft ne:d issue 6f•1h6 AAMA C&Wed Sitiduds Directory. The approval Is based on suci:esW cotriplellon of tests, and the reporting, t¢ the Admtnisttator ofthe rdsyltsof tOsls, a hied by relWd dravd ig% by an MMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products -Directory. SPF,CIFICATION RECORD• i; PRODUCTTESTEDAAMA/WDMIAICS%R101h S:?lA4d0-08 LCsPG40•4114x2U4 { ftU)-H Negative Design Pressure = -50 psf r W PANYAND CODE CPD NO. SERIES MOQEt. & PRODUCT' DESCRIPTION MA)QMUM•SIZETE5TED MI 1Nlndow,:& Doors; LLC3540 7157 SH (FINLESS) PVC)(0m)(I0)(INS GL) FRAME 914 mm x X134. mm. SASH 867 MM x $92 mrrl Code: MTL IRFNF)(TILT)(MMM) 3'II" x 71011) j2'10".x2'11") 2 This Certification will expire July 27, 2020 (extended from July27,.2015 per HAMA 10344a) and requires validation.unbl then by gohVrjued listing in -the current AAMA Certified Products Directory. 3. Product Tested and Reported by. Architectural Testing, Inc. Report No.: 81910.01-109.47 Date of Report: August 15, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification A,14L ora ted Laboratories. Inc. Authorized for Certification T Ameri Architectural Manufacturers Association 36" MAX. FRAME WIOIF 4" MAX. —, --- ANCHORS TO BE EQUALLY SPACED. SEE ANCHOR CHART SHEET I FOR UNIT i SIZE AND ANCHOR QUANTITY O 84' MAX. FRAME HEIGIlT X 4•. 1 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR WEW OES/GN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number of anchors rme"qulivd at eachlamb Height Irl) Pa width (in) 24.0 130.0 36.0' 24.0 2'- 1 2- 1 2 3010 2 2 2' 36.0 3 3 3 4210: -3_ 3: :-3 16.0 3 3 3 5410 3 3 1 4 60. 0Mz'4$ SASH'UNTTe MUST BE'REGIFORCED WITH GVL -451-020 !STEEL REINFORCEMENT. MEETING RiULS MUST.0E!RE(NFORCED WITH RF- 104S-020' STEEL. REINFORCEMENT. 66.0 UNTTSiMUST BE GLAZER PER ASTM E13OD-04. 7210 16.0640 i i RLN4V.S ac v OESOM"104 MtC-PPno.<_o NOTES: 1) THE PRODUCT SHOWN,HEREIN IS DESIGNED ANO MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. T 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER FALL --LOADS TO STRUCPJRE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCREtE IS OPTONA1. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS: MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION Oi: COATING OR MEMBRANE IS THE RESPONSIBILITY Or T,' THE ARCHITECT OR E(yGNEER OF RECORD. 4) 1 ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRO SHOWN HEREIWt WINO LOAD DURATION FACTOR 'Cd=1.6_ WAS USED FOR WOOQ!ANCHOR CALCU-LATIONS. J% 5) FRAME MATERIAL: JEX(RUDED RIGID PVC. 6) SASH'UNTTe MUST BE'REGIFORCED WITH GVL -451-020 !STEEL REINFORCEMENT. MEETING RiULS MUST.0E!RE(NFORCED WITH RF- 104S-020' STEEL. REINFORCEMENT. 13 7) UNTTSiMUST BE GLAZER PER ASTM E13OD-04. A 8) APPROVEO'IMPACT PROTECTIVE SYSTEM IS R=OUIREO FOR THIS PRODUCT IN YANGBORNEDEBRISREGIOIS.,T• _ aw 9) SHIM ,AS 0OUIRED ATI EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. y3 SHIM :WHERE SPACE OF 1/16" OR GREATER OCCURS. 14AXIMUOiiLIOWABLE SHIMiSTACK: TO BE 1/4'. `` 10) FOR ANCHGRING INTO,?MASONRY/CONCRETE USE 3/16" TAPCONS ,WTH SUFFICIENT LENGTH TO ACHIEVE X••1•'1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8 MINIMUM EDGE IOISTANCE. LOCATE ANCHORS AS SHOWN IN -ELEVATIONS AND INSTALLATION DETAILS: 11) FOR ANCHORING INTO W000 FRAMING OR 2k BUCK USEI '#S WOAD SCREW WITH SUFFICIENT -LENGTH TO .ACHIEVE A 1 3/16' MINIMUM EMBEDMENT; INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION9y4ND INSTALLATION OETA(LS. 12) ALL FASTENERS• TO 8&' CORROSION RESISTANT. 13j'INST4LATfON Ja.`ICHORS.6kL'BE INSTNIED:IN ACCOFd1 E WITH ANCHOR i MAWUFIACTURER'S INSI)•1LIATION- INSTRUCTION. AND ANCHORS . SHALL 'NOT BE I USED}1N SUBSTRATES',070'STRENGTHS LESS THI4Y THEjWINIMUM STRENGTH SPEMED -BELOW.- A. BELOW: A. •WOM -, MINIMUu -.SkbFIC GRAVITY of 6.0.42 MININUEitCOMPRESSNE STRENGTH OF 3,192 PSI. C. MASONRY.'- STREAGTR!CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR I GREATER). SIGNED.Va'21/2011 MI WINOO,WS*,: ;AND' DOORS uTC Ii u, 650 WESf:::FjARKET•-57REET TABLE OF CONTENTS SHEET N0.-'08CRIPTKNI I ELEVATIONS. ANCHORING LAYOUTS AND VOTES. 2 - 3 INSTALLATION DETAILS . t SERIES 35'40 STEEL REIN ECEVATION v" 1 t, spur NTS o' IICCESS PVC SINGLE HUNG WINDOW CID{ORINGOlNAOUT CAN D6 h•OT ES4 traa'aa et .. alv I 08,-,013 - 0/17/11 IRM 14F: 3 zt 1 e y* 2X SUCK/WOOD FRAMING BY OTHERS. 2X EUCK TO BE PROPERLY SECURED FLANGC TO EC SET IN BED OF APPROVED SEALANT EXTERIOR MANGE TO B:- - SCT IN BED 0' APzPOVF.D SEAIANT r 1/4' MAX. SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SELANT INTERIOR SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/4" MAX j SHIM r 2X BJCK/WOOD FRARIINGVERTrCAI CROSS SECTIONE' OTHERS, 2X SUCK TO OF. PRO'ERLY SECUR>.p 2X BUrCWW000 FRAMING INSTALLATION r RCv I OESCIipr10N WE APPROWO 1 3/16' MIN. 1/4' MAX. EMBEDMENT SHIM d8_W000 SCREW INTERIOR 2X. BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED EXTERIOR FLANGE 10 9E SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION 2X 8UCKhV000 FRAMING INSTALLATION NOTE. INTERIOR AND EXTERIOR FIN&IES, EY OTHERS NOT SHOWN FOR CLARITY. M650 INDOWMARKED DOORS STREET WESTo:,% GRANTZ, PA 17030-0370 J\5 R • Icl111 GEN,9*q.s SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW*•VATSTEELREINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS 0 F i7/7S,OHA,I a\p aura 708--0011372VL a1c 11 2 OF 3NTS ..10/17 1ASCNRY/CONCRETE BY OTHERS O I rLANGE TO BE SETIN BED OF \ , OPTIONAL 1X BUCK BY l e, O T I IERS, IX BUCK TO BE ° PROPERLY SECURED. SEE 1NOTE3SHEETI SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW OPTIONAL IX BUCK BY - . a rLANGE TO BE 1/4- MAX J SETIN BED OF SHIM APrROVED SEALANT NOTE 3 SHEET I ". HEAD TO B_ SET o ttNT.S _10/17/_11 _ ,.. 3 OF_ 3 IN A BEG OF APPROVED CONSTRUCTION SEALANT 1w; +I19U° 11 K C j SILL TO BE SET IN BED OF APPROVED O CONSTRUCTION ADHESIVE rLANGE TO BE SETIN BED OF \ , 1/4• MAX. SHIM APPROVED SEALANT rI SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW OPTIONAL IX BUCK BY - . a MASONRY/CONCRETE DII IERS. IX BUCK TO BE BY OTHERS RCPERLY SECURED. SEF. BY OTHERS NOTE 3 SHEET I ". VERTICAL CROSS SECTION o ttNT.S _10/17/_11 _ ,.. 3 OF_ 3 MASONRYiT;ONCRETE INSTALLATION I AEV 06LRIPION 1 1/4' MIN. NOT SHOWN FOR CLARITY. 1/4' MAX. EMBEDMENT SHIM SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 3/16 TAPCON MASONRY/CONCRETE QINSTALLATIONDETAILSZ -A , TAT OF i z BY OTHERS No. 08-01372 ZAM\\. ONA o ttNT.S _10/17/_11 _ ,.. 3 OF_ 3 IATERIOR 2 5/a• MIN. EDGEI OAST. g " l • a. OPTIONAL• IX BUCK,.By. EXTERIOR OTHERS,..IX •BUCK TO BE r,• PROPERL•Y.SIMURED. 6EE FLANGE -JO, BE NbTE.1SHEET 1 SET :(N:BED'OF APPROVED SEALANT HORIZONTAL CROSS SECTION eusavavad r_RETEwsrALL 170v am I W'ID•£0 NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. DM650IWEST STOOKS MARKET GRANTZ. PA 17030-0370 v •GENS'PJ,' SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 5 *= STEEL REINFORCED - NON -IMPACT 36" X 84 QINSTALLATIONDETAILSZ -A , TAT OF i z 0PAVIN. No. 08-01372 ZAM\\. ONA o ttNT.S _10/17/_11 _ ,.. 3 OF_ 3 11V1'f L. Roberto Lonlas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 T)IOmas@lrlomospc.com Manufacturer: M1 Windows and Doors 650 West Market Street Grantz, PA 17030-0370 Engineering Evaluation Report Product Llne: Series 3540 Finless PVC Single Hung Window— Nonimpact Report No.: 511989 Compliance: The above mentioned product has been evaluated for compllance with the rdquinements of -the Florida Department at. 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 YInless PVC Single Hung Window — Non- Impad, signed and sealed by Luis Roberto Loinss P.E. 2, Test report No.: 81910:01.109-47, signed and•sealed by Michael D: StremMet,-P,E. Architectural Testing, Inc. York, PA. AAMAIWDMA/CSA 101/l.S.2JA440-05 Design pressure: +40.10/-50.13psf Water penetration resistance 6.060sf I Anchor calculations, report number 511989-1, prepared. signed and eealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: }40.0%50.0 psf Maximum unit size: 36"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 Wriforcement Roll formed steel. This product"is not rated to be used in the HVH4 This pioduct-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. CeriNcatlon of independence: Please note that I don't have nor will acquire --a financial interest In any company manufacturing or distributing the products) for which this report is being Issued. Also, I dont have nor•will acquire a financial interest in any other'enlity involved in, the approval process of the listed product(s). 1of1 0111 11/// 11 r' E NSE; Iy TAT OF j S'4NA1.' Luis R. Lomas, P.E. FL No.: 62514 11/07/2011 w I Florida Building Code Online 18504.2 Page 1 of 3 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 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 W 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 9 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 FLIS504 RO COI FL COI.odf 1710.5.3 Method 2 Option B https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQq i... 9/6/2016 Business & Professional Regulation r 1IBUSMooreILopInIUserRegistrationIHotTOPICSSubmitSurchargeIStatsaFactsPublications FBC Stall I BaS site Map Links { Search I r Product Approval USER: Public User Prpdutt Approval Menu > Product or Application Search > Application List > Application Detail FL # 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 Ext 2560 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 W 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 9 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 FLIS504 RO COI FL COI.odf 1710.5.3 Method 2 Option B https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQq i... 9/6/2016 Florida Building Code Online 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 Page 2 of 3 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 F1.38504 RO II M-1926 Horizontal 08-01455A.Ddf 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 FLIBS04 RO AE 512079A.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 FL18504 RO I1 M-1926 Vertical 08-01445A.Ddf 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 FLISS04 RO AE 512069A.Ddf 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 FL18504 RO 11 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 FL18504 RO AE 512521A.Ddf Zone 3. Created by Independent Third Party: Yes 18504.4 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.Ddt 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 FLIB504 RO AE 512520A.Ddf 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 FLISS04 RO II M-2302 Horizontal 08-01456A.Ddf 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 FLISS04 RO AE 512080A.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 Approved for use outside HVHZ: Yes FL18504 RO II M-2302 Vertical 08-01447A.Ddf 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 FL18504 RO AE 512071A.odf Zone 3. Created by Independent Third Party: Yes Bade Next Contact us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487.1824 The State of Florida Is an WEED employer, cornrloM 20D7.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -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 emall address If they have one. The emalls provided may be used for official communication with the Iicersee. However email addresses are public record. If you do not wish to https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an ernall address rrhkh can be made available to the public. To determine If you are a licensee under seChapter455, F.S., plea" leaclick b=, Product Approval Accepts: W"t \/OI V Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS 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 IIORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULUON 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 REQUIRED DESIGN PRESSURE OBTAINED IN STEP I. TRIBUTARY WIDTH a Wl + W2 2 Inv oE50RIPmm I WtE I APP"M A I REVISEO WSTAL AT10N DETAILS 08/07/15 1 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. 4) 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 S. 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) #10 K 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 SHEET NO. DESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES V.L 1 08-01445 G'' NTS °""E 01/11/12 —1 OF 3 SIGNED: 08107/2015 A7 E OF : _tom 107 3/8" COMBINED WIDTH WI -1- W2 FRAME W1N00 WINDOWHEIGHT MULLION SPAN) ? 107 3/8" T OMBINED WIDTH wi -"{r- W2 8 LwFRAME WINDOWHEIGHT MULLION SPAN) r ll / { ` L Wt --1F- W2 107 3/8" _ COMBINED WIDTH 107 3/8' COMBINED WIDTH Mullion span pn TneumyWldt, h) 213013&0014Z40 48.00 5213 F_ W1,-{ - W283"WINDOW 130.0 130,0 130.0 130.0 180.0 37.38 130.0 127.2 127.0 127-01127.0 9C3 77.8 73.8 72.1 72.0p2D. FRAM_ HEIGHT rMN001H W SOA)) 66 7 ' 46. 1.4 36.6 37.0 8400 821 46 931 26.1 3 ' 24.9 not 60.0 48:1 44..0 azo 8800 L Wt --1F- W2 107 3/8" _ COMBINED WIDTH 107 3/8" COMBINED WIDTH WI -1j- W2 I FRAME u oW N53. HvGHT MULUON SPAN) / IOL 3/6" COMBINED WIDTHFWl_1r_ W2 W1NDt w FRAME HEIGHT MULLION SPAN) Wl 107 3/8" COMBINED WIDTH REVZOM Rtv ON CATS I APPRM A REVISED INSTALLATION DETAILS 1 08/07/15 R.L. OYatpn P-- reting (PML Untftwwhoredlntoan!R9 Mullion span pn TneumyWldt, h) 213013&0014Z40 48.00 5213 25.00 130.0 130,0 130.0 130.0 180.0 37.38 130.0 127.2 127.0 127-01127.0 40.03 9C3 77.8 73.8 72.1 72.0p2D. 6200 70. . 5&0 '81.6 '4&6_' 47.4 8583 6S8 61,7 '47,3 .4. 43.0 7200 66 7 ' 46. 1.4 36.6 37.0 8400 821 46 931 26.1 3 ' 24.9 107 3/8" COMBINED WIDTH WI -1j- W2 I FRAME u oW N53. HvGHT MULUON SPAN) / IOL 3/6" COMBINED WIDTHFWl_1r_ W2 W1NDt w FRAME HEIGHT MULLION SPAN) Wl 107 3/8" COMBINED WIDTH REVZOM Rtv ON CATS I APPRM A REVISED INSTALLATION DETAILS 1 08/07/15 R.L. APPROVED CONFIGURATIONS MULTIPLE UNfTB MAYBE MULLED Tt7GETHER'AS LONG AS COMBINED WIDTH DGES NOT 00EED 107341' AS SHOWN HEREIN. oadon P -Ong (PML UhitoanehomdInto mason4*ono!ete 107 3/8" COMBINED WIDTHF_ W1-i{ W2F3'WINDOWHEIGHT 130.0 130.0 130 30.0 130.0 0E49.&'r- 30.0 130.0 130.0 i .0 13MO 190.0 F/I WMA( SPLAN) N 1 0 115.4 87.8 78.3 73.9 71 1. APPROVED CONFIGURATIONS MULTIPLE UNfTB MAYBE MULLED Tt7GETHER'AS LONG AS COMBINED WIDTH DGES NOT 00EED 107341' AS SHOWN HEREIN. oadon P -Ong (PML UhitoanehomdInto mason4*ono!ete tory Width µn 1613 2550 3800 4100 450 , 13 130.0 130.0 130 30.0 130.0 0E49.&'r- 30.0 130.0 130.0 i .0 13MO 190.0 130.0 130.0 73-0.0 130.0 1W 130.0 1 0 115.4 87.8 78.3 73.9 71 IMMO 118.6 729 85.6 80.5 58.2 not 60.0 48:1 44..0 azo 8800 62,1 I 454 t 3&1 29.1 1 M3 20.9. WI --1 N- W2 107 3/8" COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND OP CHARTS LARGEAND SMALL MISSILE IMPACT, LEVEL O. WINDAINEB 01MENSIONSINCitAR7AREFRAMEONEN3ADAl3ANDDONOT ° Wft oxo RA INCLUDE FLANGE V.L. 08-01445 A t #LE NTS °MM 01/11/12 S'W2 OF 3 SIGNED: 08/07!2015 b"•v GEN8R9 P 2 1/2" MIN 1" MIN EDGE OISTANCC i i /- SEPARATION MASONRY/CONCRETE BY OTHERS a 1 1/4' a MIN. EMBBE01 1 I J J 1/4" TAPCON . SECT5796 CLIP SECT M-1926 MULLION SECT5796 CUP 110 WOOD SCREW 1 3/8- MIN EMBEDMENT 1/2" MIN WOOD FRAMING/ EDGE DISTANCE 2X BUCK VERTICAL CROSS SECTION BY OTHERS MASONRYA?ONCRETE AND WOOD FRAMING 6YSTALLATION 3 3/4' 1" 3/8" 3/8 2" 2 7/8- 1 7/8' I KI T- SECT5796 CLIP 2X 01/4" FOR CONCRETE INSTALLATOV ALUMINUM 6069.73.125' THICK 3 3/4' 2 1/4" 1• 3/8" 7/8" I 1 I/2" r - 2X 01/4" 87 T-- '====d=. IE -11/2-1 REMSIONS DESCRPROM are I vmm REVISEO INSTALLATION DCTAILS OB/07/15 I R.L. SECT5796 CLIP MT000022 CLIP FOR WOW FRAMING INSTALLATION 161234(.0637 GALVANIZED STEEL ALUMINUM 6063•TS.125• THICK SECT5796 OR Mi1000PCLIP SECT5796 OR MT000022 CLIP CLIP INSTALLATION 2 3/4" MIWINDOWSDOORS SIGNED: 08107/2015 o 650 WEST MARKET• RE1 9 iiGRATZ, PA 17030-0370 v G N8• 1 1/8' M-1926 - VERTICAL MULLION 83" MULLION SPAN 1k AWPOI F,*' OETAIlS SECT M-1926 ACUM0YUM6069•T3.125'THICK OROft oMIG r+o REl :;ORIC 6\•!•\ 08-01445 A s/ONAj1 suit areNTS 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: Ml Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Une: M-1926 - Vertical Mullion Engineering Evaluation Report Report No.: 512069A 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 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation. 1. Approval document drawing number 08-01445 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512069-1 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: 5211W 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 08-01445 revision A. 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 9 0 i NJ . • • . til E N scc'9`r i 0„451 •• it TATE OF O, t• ts ORIOP • ONAI ti` Luis R. Lomas, P.E. FL No.: 62514 08/0712015 NOTES I. 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 TIIE ARCIIITECT OR ENGINEER OF RECORD 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4 WHERE SHIM OR RUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD RUCK THICKNESS IS 1-1/2" OR GREATER, RUCK SHALL. RF SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD RUCK 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 TIIE ARCIIITECT OR ENGINEER OF RECORD. 7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT CACTI ANCIIOR LOCAIION WIIH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GRCAIER OCCURS. MAXIMUM ALLOWABLE SHIN SIACK IU UL 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. II. 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 16 WOOD SCREWS WITII SUFFICIENT LENGTII TO ACIIICVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ABLE OF CONIENIS SIILLI NO I VLSCHINIION NOTES ELEVATIONS INSTALLATION DETAILS REW51044 I R!V I OCSCRNIMIM I OME I APPNWEO 1 15. ALL FASTENERS TO BE CORROSION RESISTANT 16. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALI ATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPFCIFIC 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 TO SHAPES SHOWN HEREIN 18 THIS PRODUCT ALSO IABFLFO UNDER THE FOLLOWING NAMES' 350OPW, 3500T, 3500SDLITES. 3500SP, 3540PX, 3540T, 354OSDUTES. 3540SP, 3250PZ. 32501, 3250SDUTES. 325OSP, 3240PW. 3240T, 3240SDILITES. 3240SP, 3500HPPW. 3500HPT, 3500HPSOLITES. 3500HPSP, 358OWP, 3580T, 358OSDLITES. 3580SP, S-3500PW, S -3500T, S-350OSDILITES. S-3500SP, S-3540PW, S -3540T, S-3540SOLITES. S-3540SP, M-3500PW. W-350OPW, W -3500T, W-3540PW, W -3540T, W-3540SDILITES. W-3540SP, 1255PW, 1255SP, 128OPW, 910SP, 1255HPPW, 1255HPT, 1255HPSOLITES AND 1255HPSP. f-j2j,M _ _FL -y_ tZ Q LnsS F, O L4 SIGNED: 02/17/2016 MWWINDOWS AND DOORS 650 WEST STREET GRATZ, PA 17030-0370 J\ 511 IIIC v••GENs,•S% 0y 6SERIES3500FIXEDWINDOW 96" X 60" NON -IMPACT NOTES o7 j s= p TAT OF OPAWNN.G. owa aEv 08-02859 r4z NTS la"E 02/04/16 1 SHEET OF 3 2" FI HI 2" MAI( F SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.0/-60.OPSF NONE NOTES: 1. MAXIMUM 0.1.0.: 92" X 56" 2. (2) I" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART k1 Height CHART BI t NUMBER ANCHORS REMSMS I RFV I [WXRIPTN I MFF I Appw"D Tz,ull L T 11D C L-pf_s S MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON—IMPACT ELEVATION DRAWN- N.G. oWc No 08-02859 SME NTS IOATC 02/04/16 1 41EEF2 OF 3 SIGNED: 02/17/2016 J\\`\$ jR 1`1011/i,/ v •\,pENSF9t1' 0 5 ••*= DOE OF O. 96 MAX FRAME WIUIH MAX 10" MAX --{ O.C. 2" MAX 2 10"MAX iU" 0.0 AX AMC r IGHT SE FOILOFOF 2" MAI( F SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.0/-60.OPSF NONE NOTES: 1. MAXIMUM 0.1.0.: 92" X 56" 2. (2) I" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART k1 Height CHART BI t NUMBER ANCHORS REMSMS I RFV I [WXRIPTN I MFF I Appw"D Tz,ull L T 11D C L-pf_s S MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON—IMPACT ELEVATION DRAWN- N.G. oWc No 08-02859 SME NTS IOATC 02/04/16 1 41EEF2 OF 3 SIGNED: 02/17/2016 J\\`\$ jR 1`1011/i,/ v •\,pENSF9t1' 0 5 ••*= DOE OF O. APPROVED SEAT ANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8" MIN EDGE DISTANCE 06 WOOD SCREW APPROVED BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX SIIIM SPACE WOOD FRAMING BY OTHERS MI6 WOOD SCREW 1 1/4" MIN. EMBEDMENT 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 REMSIONS orscRP110N MtE I APPRO" NOTES., I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. WOOD 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE WIT FRAMING OfS/GNEOINACCOROANCEHASTME2112 h J lVl BY OTHERS b i - 014 SIGNED: 02/17/7016 MWWINDOWS AND DOORS 650 WEST STREET GRATZ, PA 17030-0370 r••y GEN,p•si SERIES 3500 FIXED WINDOW 0 # - X 60" NON -IMPACT FINN INSTALLATION DETAILS 6 AT __ OF 110":0"'oNa REV qty` OO•• N.G.08-0022859 - i7a ONA NTS arE 02/04/16 3 OF 3 11\ Florida Building Code OnlinePagePiro1IiOrNS 1 of 3 I tua i , ecis Home I L" m I user Registratim Hot TopKs I Submit Surcharge Stats s Fats i Publications ( FOC Staff I SCIS Site Hap I Unks I search I Busmes Professi real df icc usal°"°' USER: Regulation Product say > E[educt er AeMkAtien Seerrw > Awllution Us t > Applkatlon Detail FL tt FLIS333-R2 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitiingeromlwd.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 qi Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. Urich, PE Ids Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and year (of Standard) Equivalence of Product Standards Certified By Sections from the Code fitaudad AAMA 450 AAMA 506 ASTM E1886 ASTM E1996 CODE SECTION 1710.5.3 Year 2006 2008 2005 2002 2014 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 7/20/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/19/2015 Date Validated 06/29/2015 Date Pending FBC Approval 07/05/2015 C...w.n.v of P—duete Page 2 of 3 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH 8572gvd WI... 7/20/2015 FL V Model, Number or Name Description 15333.1 1 1/8" x 4" STRUCTURAL MULLION 1 1/8' x 4' STRUCTURAL MULLION HORIZONTAL HORIZONTAL Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS333 R2 If 08-00907C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL15333 R2 AE 511458C.odf Created by Independent Third Party: Yes 15333.2 1 1/8' x 4" STRUCTURAL MULLION 1 1/8' x 4' STRUCTURAL MULLION VERTICAL VERTICAL Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS333 R2 11 08-00906C.odt Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FLIS333 R249_4,14579.091 Created by Independent Third Party: Yes 15333.3 1442 AND 5348 HORIZONTAL 1442 AND 5348 HORIZONTAL MULLION SINGLE WITH MULLION TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS333 R2 11 08-00138D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5334 R2 AE 510219D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.4 1442, 1448, 5348 AND 5548 1442, 1448, 5348 AND 5548 VERTICAL MULLION VERTICAL MULLION Limits of Use Installation Instructions Approved for use In HVHZ: No FL15333 R2 11.08-00t39D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE 510220D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.5 1445, 1447, 5347 AND 5547 1445, 1447, 5347 AND 5547 HORIZONTAL MULLION SINGLE HORIZONTAL MULLION WITH TRANSOM Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS333 R2 11 08-00140D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE 510221D.odf PRESSURE RATINGS Created by Independent Third party: Yes 15333.6 1445, 1447, 5347 AND 5547 1445, 1447, 5347 AND 5547 HORIZONTAL MULLION TWIN HORIZONTAL MULLION WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS333 R2 11 08-00141D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE 510222D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.7 1445, 5347 AND 5547 VERTICAL 1445, 5347 AND 5547 VERTICAL MULLION MULLION https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH 8572gvd WI... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS333 R2 11 08.00142D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE 510223D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.8 1445-2, 1447-2 AND 5347-2 1445-2, 1447.2, AND 5347-2 HORIZONTAL MULLION HORIZONTAL MULLION SINGLE WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS333 R2 11 08-00143D.t1df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510224D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.9 1445-2, 1447-2, 5347-2 AND 1445-2, 1447-2, 5347-2 AND 5547-2 HORIZONTAL 5547-2 HORIZONTAL MULLION MULLION TWIN WITH TRANSOM Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS333 R2 11 08-00144D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE 510225D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.10 1445-2, 5347-2 AND 5547-2 1445-2, 5347-2 AND 5547-2 VERTICAL MULLION VERTICAL MULLION Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS333 R2 11 08-00145D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE 510226D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.11 1X3 STRUCTURAL TUBING 1X3 STRUCTURAL TUBING MULLION VERTICAL MULLION VERTICAL Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS333 R2 11-08-00668C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS333 R2 AE 511127C.odf PRESSURE RATINGS Created by Independent Third Party: Yes Dark Ncal Contact Us :: 1940 North Monroe Street. Tallahassee Fl 32399 Phones 850.487.1824 The State or Florida Is an AMEEO employer. Coovrlom 2007.2013 State of Flmlda.:. Privaev Statement:: Accessibility Statement :: Rehind Staternent Under nori a 4w, email addresses are public records. If you do not want your e -mall address released In response to a public -records recluest, do not send electronic mall to N6 entity. Instead, cord the ofte by phone or by troditional mail. 11 you have any questions, please contact 850.487.1395. 'Purswnt to Section 455.27511), Florida Statutes, effective October 1, 2012, licensees lkereed under CMpW 455, F.S. must provide the Department with an WWI address 8 they have one. The ematls provided may be used for official communication with the licensee. However etnall addresses are public record. It you do not with to supply a personal address, please provide the Department with on emall address which can be made available to the public. To determine Ir you are a licensee under Chapter 45S, F.S., please click b =. Product Approval Accepts: W I1 ® Cre t f -AJ E https://www.floridabuilding.org/prlpr_app_dtl. aspx?param=wGEV XQwtDgtH 8572gvd WI... 7/20/2015 RC =S: 1) •1c um..C' S'IO:.v •1=-tn4 S (`FSG\'_, AN "4'.,,1 at. .IR"(` I;, rC:IFI Y CT•' t• OLIg "I'1 S C' -1 ' 13 t 'A 2; ,'= RA\'I\-- 0 F:- J; Slv\i J A'+ a\:: R-) I{ •?•J •"K Y i•JAVSr4 A L _OACS 'C 5'c1,CILcs, ItrJ.11•G '• SFOVcgI11Y 01 IF" ARCH'EC' C2 P,C F :;17,. ST7ESc f.CR_4SE Or '/3 -;AF v:;' ISL' . TI SIGN Cr . - F7f.:JC- c C1:'. -C?, ` ',71"-) I CAP AC -CP '.o :.AS JSF,', FCO V.0,-, ACJC-C.R Lw 4) anCPGV: ,'n4• •'ROTFCTN-- S"S'rN •i_F. .R_:LI: ZM%C N 4MAJ F•, ^,Q\: )ZERIS RFC ONS i': --N-! 70nr 3 j) 'I-., :;\ 'lRFiSJRt A%C kc-A.I A'rl\ rcTA _S S-$:', \ -V; r - AQP_Y C\: 10 "JL -L\. WIA:)3.%S 11.S. do A••'•t\1) V iEQ SEPARAIL A' •'RO/A_ 5) SINGLE _E "LL_EJ A. VC' P•1'77. TO T;05C FI OL\ S T IS 07.1: NG. 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SCR 'S F SJ •'CEN: I I \C' -0 AC -1 E J: A •/'J L•.1V 'f 3. ;"1 \' C -I-RI t ' RI A ;S PAST 11 . f.l„' ICV WA f rA' S',+ :.S AS S . A`(' CR 11 ,A r:`4. A' tCR 1N\')O:J JJ' At,CF.^•R•?.C. _.. JI LE :==iR 0 1,%A)J:• Al:cRo. _} IA_ A'IC`. h5 -P. _- %z; 5; `S'/•1 _A' ^'J A%Cv-tc 7 IF 1 Ut NF.A ) \ A7:'--. `JC• .. A'JC• T; JcA71_F.Er, -ALLA- 7r. r, At, -F, --IA 1 KZT 6E J:- 1'. S_3S-R3T-S c S-RE'.o -S =S5 -t AN "•r ry MWY S" ZNr,"t 5 - E_ 5L,,:. CC_ - `I.' SP_C1-.. ^77.v- =F C 2 9 C01,CR-r E `4 f.l'.•Lf' CL'.1zl'=S5 \E SIRt .GTI- C- 3.ZGC PS. MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 442. 1448. 5348 AND 5548 VERTICAL MULLION GENERAL NCTES F.A. I 08-00139 rr+ r NTS "1-1 01/06/09 `"r 1 OF a SIGNED: 06116/7015 J rJ•,\GENSE•9it'L p , tAT 60IF • a1 20R10 Ar WIDTH 92" l )- ITwi _fir_ W7 1 I 96" IRAIAE Lw HE Gl-- WINDOW MLIL.'On VA / 197' r- COM31NE0 19c" iCOMBINED WIDTH net i - WI- M"T T- AS') 'O CJMPI v Va- 4 7CC I I ;C 96- I B FRAME 35" J HEIGHT WINDOW WINDOW MULL ON WINDOW/ PEVISEO INSTALLATION 0?NLS SPAS I NTNDOW v- I C% 96.00 r WIDTH 92" l )- ITwi _fir_ W7 1 I 96" IRAIAE Lw HE Gl-- WINDOW MLIL.'On VA / 197' r- COM31NE0 192' f COMUIVED W10'H I Wl -.1r- W7 -- 96' [ J/ f RAVI "WINDOW WINDOIV 1 r G, - VUI i 10'4 197' _ , 4 CCMBINEO YADIH W I W2 WINDOW 96" FRANC / T I NDO MJ ION I iW t :v2 igj Cova-*3 WIDTH Design nmssura raafna lost) WI i h'2 30.00 net RiP1M M"T W=PO't f. AS') 'O CJMPI v Va- 4 7CC I I ;C 01 /J6/01 P.I. - - B PCASEO NO CS AND CNAPT 35" J WINDOW 0/'V13 I.I- E Gl- WINDOW/ PEVISEO INSTALLATION 0?NLS OS/I/15 NTNDOW v- I C% 96.00 28.0 21.3 17.3 12.8 11.5 10.5 3aA) W2 cor rT•u w ;IrCOMBINEDW -JT- 192' f COMUIVED W10'H I Wl -.1r- W7 -- 96' [ J/ f RAVI "WINDOW WINDOIV 1 r G, - VUI i 10'4 197' _ , 4 CCMBINEO YADIH W I W2 WINDOW 96" FRANC / T I NDO MJ ION I iW t :v2 igj Cova-*3 WIDTH Design nmssura raafna lost) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEEO 19Y AS SHOWN HEREIN Mulllun I T11Wutary w d01 (1n) span pn) 16.00 24.00 30.0 3&00 42.00 46-0 54.00 60.00 66.00 76.00 64.0 90-0 96.00 PE"SOK 130.0 130.0 130.0 130.0 130.0 130,0 130 0 130.0 130.0 130.0 130.0 130.0 130.0 30.00 net RiP1M M"T W=PO't f. A% AS') 'O CJMPI v Va- 4 7CC I I ;C 01 /J6/01 P.I. - - B PCASEO NO CS AND CNAPT 03/12/12 RI C aEPSL: N«ME 0/'V13 R.L 52.7 40.2 329 24.9 22.6 21.0 16.6 18.6 18.6 106 PEVISEO INSTALLATION 0?NLS OS/I/15 PL APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEEO 19Y AS SHOWN HEREIN Mulllun I T11Wutary w d01 (1n) span pn) 16.00 24.00 30.0 3&00 42.00 46-0 54.00 60.00 66.00 76.00 64.0 90-0 96.00 192' 130.0 130.0 130.0 130.0 130.0 130,0 130 0 130.0 130.0 130.0 130.0 130.0 130.0 30.00 CCVS1VEc WIDTH 366.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 L 'NI W= --I 130.0 130.0 130 0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 46.00 130.0 130.0 1300 130.0 130.0 129.6 129 6 129.6 129.6 129.6 129.6 129.6 129.6 54.00 46. J J WINDOW 66.00 67.7 67.3 55.6 48.1 43.2 39.9 37.8 36.6 36.3 36.3 36.3 36.3 36.3 12.00 25.6 25.6 25.6 25.667.2 51.1 42.2 36.3 32.3 29.6 27. 7E15.4141 J WINDOW 52.7 40.2 329 24.9 22.6 21.0 16.6 18.6 18.6 106 64.00 7- 32.0 26.1 19.6 17.7 16 4 13.9 13.6 13.8 1382 34.1 25.915.7 14.2 13.0 10.7 10.5 10.5 10,5 96.00 28.0 21.3 17.3 12.8 11.5 10.5 W2 cor rT•u w ;Ir APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEEO 19Y AS SHOWN HEREIN Mulllun I T11Wutary w d01 (1n) span pn) 16.00 24.00 30.0 3&00 42.00 46-0 54.00 60.00 66.00 76.00 64.0 90-0 96.00 24.00 130.0 130.0 130.0 130.0 130.0 130,0 130 0 130.0 130.0 130.0 130.0 130.0 130.0 30.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 366.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 42.00 130.0 130.0 130 0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 46.00 130.0 130.0 1300 130.0 130.0 129.6 129 6 129.6 129.6 129.6 129.6 129.6 129.6 54.00 130.0 126.3 105.9 93.6 86.2 82.2 80.9 80.9 809 80.9 80.9 80.9 80.9 60.0 117.5 90.7 75.3 .6 59.7 55.9 53.8 $3.1 53.1 53.1 53.1 53.1 53.1 66.00 67.7 67.3 55.6 48.1 43.2 39.9 37.8 36.6 36.3 36.3 36.3 36.3 36.3 12.00 25.6 25.6 25.6 25.667.2 51.1 42.2 36.3 32.3 29.6 27. 7E15.4141 76.00 52.7 40.2 329 24.9 22.6 21.0 16.6 18.6 18.6 106 64.00 7- 32.0 26.1 19.6 17.7 16 4 13.9 13.6 13.8 1382 34.1 25.915.7 14.2 13.0 10.7 10.5 10.5 10,5 96.00 28.0 21.3 17.3 12.8 11.5 10.5 LARGE AND SMALL MISSILE IMPACT. LEVEL 0. WIND ZONE 3 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 1442, 1448. 5348 AND 5548 VERTICAL MULLION CONFIGURATIONS AND CHART F.A. 108-00139 cl ` NTS 1--' 0'/06/09 1 S"(r` 2 OF c SIGNED: 06/1612015 1a II illCO''i NO. I PART NUMBER DESCRIPTION 1 1442.1449.534E E 55.4.8 1 x 21n X 119 MULL ALUM. 6005 TS SEE. NOTES 1 AWI l G 2 1320 WOODMMASONRY ANCHOR CLIP 1; Cr".1 a' 7C.. i". 3 - — - 1330 WOOOIMASONRY ANCHOR CLIP D 4 1350 MOUNTING PLATE 4, 5 143E WOODAAASONRY ANCHOR CLIP C/^1/13 6 1439 WOOO/MASONRY ANCHOR CLIP RE\RSEO 4\=_TALL6110% DE -AILS MIN MJM EO,E 5 L 6TthCE SEE SUSSMA'IE L DIES 1&2 I BY OTHERS S-EEI a A • t ' MI WINDOWS AND DOORS LLC 10 • ' • •. o SU98TPATE OY OIEP.S 4 . ANCHOR SCREW 1001 W. CROSBY RD CARROLLTON, TX 75006 SUBSTRATE • . BOTHERS • • SEE NOTES 1 AND 2 ON SHEET 1142, 1448, 5548 AND 5548 VERTICAL hKRJ N TOP CLIP INSTALLATION vIV moo ro'-F O Stn C SLL N3P 5 147 11LL• , I SUBSTRATE BY OT4ERS e . ANCHOR SCRbw S=8 NOTES 1 AND 2 — 1 ON SHEET 1 •' J 1 l OVAIMI i`JiWAIL VERTICAL A(UL!"N TOP CLIP "TALLATION O PfNSO S Rh 0•Y.RR" 0v SEE. NOTES 1 AWI l G Aoaad• A 1; Cr".1 a' 7C.. i". Oli'6/c9 a --- D R_VISLO HUMS &\C CVAP- 03/'2/'2 4, C R_VISED %AVE C/^1/13 RL 0 RE\RSEO 4\=_TALL6110% DE -AILS 06/15/15 5 L MNDOWUHITS O to SMS FIJAMB%E SE.r DC -Lt'-f, SH OR PV1 • I oC?c V, Tj71' vaX Gw V , TIr O ANCHOR SCREW 1 aXt/CG'91C:.id`iiS sFJ: noTFs 1 AND 1 ONEHEST,7 .H .nr ANCHOR SCaS:Y 4SEE. NOTES 1 AWI l G DN SHEET 1 _ J 1 a a a• MI WINDOWS AND DOORS LLC 10 • ' • •. o SU98TPATE OY OIEP.S A'3>7Ik1d1EJ}l1 .- _.. VERTICAL MULLION 1001 W. CROSBY RD CARROLLTON, TX 75006 SUBSTRATE • . BOTHERS • • BOT TOMI CLIP Idi"TALIATION M c .DG. 1142, 1448, 5548 AND 5548 enCE S_EE' VERTICAL MULLION 1 113Y'di d.4!YEIIWJ(i1L:fdb N0 is 8t INSTALLATION DETAILS VERTTCAIA!ULLION AAMjM ECCE BOTTO,I!CLIPRVSTAL•ATON _ _ c.Ihf. S-• oF.7 twc w F. 'ES 11Z F•6, 08-00139 S 1:E- scAl= VETS °" 01/06/09 1 S"et13 OF a SIGNED: 06/16/2015 C L- ." 1 MULLION CLIP J ALUMINU111604545 L I C3 MULLIONCLIP ALUMINUM 6005 -TS 94sA48 9IrA91 %,v4t U21/2'MULLION ALUMINUM 6005.75 3n Ile n• I e, ,n b MOUNTING PLATE ALUMINUM 6005•TS a5 MULLION CLIP ALUMINUM600545 i - q c' • I 1 1 • u.• Lif MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD MULLION CLIP CARROLLTON, TX 75006 ALUMWUM6005-TS 1442, 14A8, 5348 AND 5548 VERTICAL MULLION COMPONENTS F.A. 1 08-00139 SCALE NT$ CA'E 01/06/09 s"EE3 4 OF 4 SIGNED. 06/16.2015 R Ito Obi" A.\OENBE`9i1': t• n L•R1/ . t1 r fNSC S RN r^ SCRP, C. E Qo.R' A i -NS'. `C COM. • WI'• 70CJ,9C--- 01/7f/C9 RJ. — g R_VISEC 130 -ES " C IAP' OJ/ • 2," 2 R C R.aSEC NAME 0," S; ' 3 R I 0 R1ASE0 N5-ALLA'10`. X -N,5 a5 MULLION CLIP ALUMINUM600545 i - q c' • I 1 1 • u.• Lif MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD MULLION CLIP CARROLLTON, TX 75006 ALUMWUM6005-TS 1442, 14A8, 5348 AND 5548 VERTICAL MULLION COMPONENTS F.A. 1 08-00139 SCALE NT$ CA'E 01/06/09 s"EE3 4 OF 4 SIGNED. 06/16.2015 R Ito Obi" A.\OENBE`9i1': t• n L•R1/ . t1 r L. Roberto Lomas P.E. 233 W. Main 5L Danville, VA 24541 434-688-0609 Manufacturer: MI Windows and Doors LLC 1001 West Crosby Rd. Carrollton, TX 75006 Product Line: 1442, 1448, 5348 and 5548 Vertical Mullion Engineering Evaluation Report Report No.: 510220D 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. Product description: Mullion: Extruded aluminum 1' x 2 1/2' 6005-T5, part number 1442, 1448, 5348 and 5548 Mullion Clip: Extruded aluminum 6005-T5, part number 1320, 1330, 1438 and 1439 Supporting Technical Documentation: 1. Approval document: drawing number 08-00139 Revision D, prepared, signed and sealed by Luis Roberto Lomas RE 2. Mullion structural analysis and anchor calculations report No. 510212B prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document Maximum unit sizes: Refer to approval document Units attached to mullion must have their own separate approval. Units may be mulled indefinitely as long as maximum unit size is not exceeded. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in wind borne debris regions, up to wind zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or the individual units Installation: Mullions must be installed in accordance with approval document 08-00139 Revision D. Window units must be installed to substrate according to the manufacturer's installation instructions and/or approval documentation. 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 v •r+ENS.••cf'i p 51 • it _ TAT OF 4- 1ORNFir • ... • G i// 9/ 0NAiI\\ Luis R. Lomas, P.E. FL No.: 62514 06/17/2015 i Florida Building Code Online So (% + "a> Page 1 of 2 IU'05'1'noe'-s s` & ProfessionalRegulation acts Hama I cog In I User Registration 1 Hot Topks I su)*dt Surcharge I slats a Facts I publications I FEC SUN I BGS sib Map I Unks I SWrChvowI Busines product ApprovalProfessionalUSER: public User Regulation Product Ava/oval Menu > > 6R2H2 lgL.ti11 > Application octan FL # FL12019-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W Clifton Street Tampa, FL 33634 813) 884-0444 lyle.pestow®acrn-metals.com Authorized Signature Vivian Wright rickw@rwbldgeDnsultants.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 W, 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 3. King, P.E. V. 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.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJEQfBP6a6FJ... 7/20/2015 Florida Building Code Online Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products Page 2 of 2 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 Instructions Approved for use In HVNZ: No FL12019 R5 II Inst 12019.I.odf 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 Rat)ngs by FL12019 RS AE Eval 12019.1.Ddf specific application and for any other additional use Created by Independent Third Party: Yes limitations and installation instructions. 0o.k Nest QUQ cls :: 1940 North Monroe Street_ Tallahassee FL 32399 Phone: 8S0.487.1824 The Stale of Florida is an AA/EEO employer. copyright 2007.2013 Sate of Flenda.:: Piuvaev Statement :: ACMSIbllity Statement :: Refund Statement Under Florida law, email addresses are public records. It you 00 not want your a•rnall address released In response to a pubik•records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional man. It you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.27S(1), Florida Statile, effective October 1, 2012, II Msees licensed under Chapter 455. F.S. must provide the Department with an email address If they have one. The emalts Provided may be used for official communlCatlon with the licensee. However email addresses are public record. It 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., pluse click WM. Product Approval Accepts: M foo Credlt1 pr E https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJEQfBP6a6FJ... 7/20/2015 o ACMM AMERICAN CONSTRUCTION METALS 51410 West Man Street Tompm FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Bolding Code excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be os feted 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 loads from the soffit and/or 7 x T batten strips. 5. Aluminum soffit shall conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TRIPLE 4 4 t-&0121D11S IMC[) T101t 10uS-VWQ QUAD a Qa x1012 t01151MCKl 0-4014 1DIS4mp ti TABLE OF COMENO SHaTB I DESCWrION 1 T at elevations b generd notes 2 Panel details 3 Soffit details a design pnwures 4 Soffit detalls f1 design pn msres 5 Soffit details. design prewres & bill of materials TRIPLE 4 4 t-&0121D11S IMC[) T101t 10uS-VWQ QUAD a Qa x1012 t01151MCKl 0-4014 1DIS4mp ti 4,0 P list 11%,````` h a e v U Z cm am ccc KM a 0Q0. m n a V IMC n: JK aK or. LFS duasx wa. FL-t2019.t k SOFFIT AIR FLOW TABLE SOFFIT TYPE AIR FLOW SOFFIT rn'G AIR FLAW cWTOI Y6Mr 3.91 2.71% 32*56% 11.74 8.16% 3.69 2.56% a I.SI' 1.25 as A155' L.— rXORIr I PA— 2 rCHA ma - I, LCHANNEI V CVMAGE IKI- OOvErACEptEq YI% PTA AISI.R. N D3112- .47 S s0 I ILII AND BID DETAILS 17 COVERAGE I 4' PITCH 2518' woelAVAURERnlanln 6. 16 COVBIAGE 6T (REFj 400'PRCH F=262 A" wetowtas 125 0 0 0 0 0 0 00000-, 00000- 00000 n n n n n n LGWER PAFIETW RiILL SCALE) LOWERS FORM IN SAME DIRECTION AS RR151 0.6 J VIEW'A-A• (4 K SCAIEJ 5 6 FULL VENT - WIDE PATTERN loaves formed m mme precU•n m Ahs) 125' qLlr-F O O O 000000—r 1-00000 1 000000000 ( Y - 00o0o00a LOUVER PATTERN LOUVERS FORMED IN SAME DIRECTION AS IITR) VIEW'A•A' (4: SCALE) 5 6 MU VENT - NARROW VEM FATIERNlaAenRoneedinsomed'aeclon os fft) 4K a 0 n sru N.T.S. arm sr JK o«. r. LFS FL -12019.1 v 2 or 5 OVERHANG ROOF FRAMING ALUMINUM FASCIA TRIM 1-- CMU OR SOFFIT WOOD SEEDEFAIL"A' FRAMED SEEDETAIL'B' SIDE VIEW - SINGLE SPAN w/F-CHANNEL Shawn w/ VuWfmining anbTevlf) SINGLE SPAN LENGTH A" DESIGN PRESSURE (PSI) POSRTVE NEGAFIVE r 70.0 141.0 10, 60.0 60.0 Tr 50.0 50.0 Ir 38.5 38.5 u" 30.0 30.0 NVIE: WVOV FNAMINts AMU I.UNNMIIVfQ- IV CC DESIGNED BY THE ARCHRECT OR ENGINEER OFRECORD DETAIL " B " FChannel SPAN ' A ' ROOF OVERHANG ROOF FRAMING SOFFIT CMU OR WOOD SEE DETAIL' ( FRAMED SEEDETAIL' 0' SIDE VIEW - SINGLE SPAN w/3 -CHANNELS TRIM NAIL ATTACHED THROUGH FASCIA 016 O.C. MAX. Shawn W/ Uus•(f amim antilem) STAPLES INSTALLED 0 ENDOFPANELAND`- GI MAX. O.C. SEE DETAIL -J-.SHEET 51 I /T MAX. - DETAIL" A' Fascia STAPLES INSTALLED 024'O.C. (INTO WOOD) ON FCHANNEL LEG OR T -NAIL 0 IT O.C. ONTO WOOD OR MASONRY) STAPLES INSTALLED 0 IT O.C. (INTO WOODI IN F•CHANNEL SLOT OR T -NAIL 01 T O.C. ONTO WOOD OR MASONRY) NOTE: FOR SQUARE CUT OVERHANG, TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL STAPLES LOCATED 24.O.C. INTO FRAMING 111"111 Srxc N.T.S. A. a+c. a-: JK SUBSTRATE NOTES: O«. W. LFS I. WOOD SUBSTRATE: G = 0.42 OR BETTER OMMwo -0, ROOF OVERHANG PAN A = ".: 1T FL -12019.1 qqq u s-eLr 3i a<i5 ROOF •."`: iii -.... Z = o n FRAMING •••. o m oO11 ALUMINUM ua •• v v • S FASCIA TRIMugS Z V a SOFFIT: SEEOETAIL'A' CMU OR WO FRAMED V c_ 0 3a SEE DETAIL' C " SIDE VIEW - SINGLE SPAN w/3 -CHANNEL Shawn W/ tnISS/Nraffirg anblever) MAX. s 1- MAX. STAPLES INSTALLED 01T O.C. (INTO WOOD) IN -1-CHANNEL SLOT OR 1 -MAIL 0 I T O.C. DETAIL " D " J -Channel Fascia STAPLES INSTALLED 01 T O C. (INTO WOODI IN 1CHANNEL SLOT OR T -NAIL 0 1 T O.C. INTO WOOD OR MASONRY) STAPLES LOCATED fl J 24"O.C. INTO FRAMING IIII12 1 t /rT MAX. DETAIL "C" J•Channel III Srxc N.T.S. a+c. a-: JK SUBSTRATE NOTES: O«. W. LFS I. WOOD SUBSTRATE: G = 0.42 OR BETTER OMMwo -0, 2 MASONRY SUBSTRATE: 3,000 PSI CONCRETE (AO 3011 FL -12019.1 OR HOLLOW BLOCK (ASTM C901. s-eLr 3i a<i5 III SPAN ' A ' ROOF OVERHANG ROOF FRAMING SPA" " A ROOF OVERHANG SEE NOTE 2 ROOF FRAMING ALUMINUM ALUMINUM FASCIA FASCIA !t TRIM TRIM SEEDETAIL"E" CMU OR ` `-------T – CMU OR SOFFIT WOOD SOFFIT J MOOD FRAMED FRAMEO SEE DETAIL' F - SEE DETAILG' VA SffDEfAR'E' SIDE VIEW -SINGLE SPAN w/F-CHANNEL SIDE VIEW -SINGLE SPAN W/3 -CHANNEL Shown W/ Wss/framoN ovMrang) (S'ewn wl IT¢ss/franhg—ftri11 STAPLES INSTALLED 0 END OF PANG AND 0" MAX. O.C. B- MAX. —moi L S DETAIL" E" FaSCIa TRIM NAIL ATTACHED THROUGH FASCIA 0 16.O.C. MAX. NOTE: FOR SQUARE CUT OVERHUNG. TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL S Ii 3 F Ifir MAX DETAIL" IF F -Channel STAPLES INSTALLED 0 24' O.C. (INTO WOOD) ON FiH NEL LEG OR T -NAIL 0 12' O.C. INTO WOOD OR MASONRY) CONNECTOR NOTES'i 1. WOOD AWANG AND CONNECIIOHS TO RE OESIGN® *',, BY RTE ARCHITECT OR ENGINEER OF RECORD 2 12d COMMON NAIL OR 3116' OW IAPCON CONCRETESCREW MIN. I.1/f EM6EDmWq 92a' ON CEWER INGLE SFAN IENGM A DESIGN PRESSURE (SFJ POSITIVE NEGATIVE 70.0 141.0 II' 60.0 60.0 IT 50.0 50.0 IN' 36.5 36.5 Ia" 30.0 30.0 STAPLES LOCATED 24' O.C. INTO FRAMING STAPLES INSTALLED 0 ITO.c.pNTOWOODI •`•" •-- IN FCHANNEL SLOT OR r ` NJAJL017 D.C. L_ _______ INTO WOOD OR MASONRY) SUBSTRATE NOTES: 1. WOOD SUBSTRATE G=0.42ORBETTER DETAIL" G" MASONRY SUBSTRATE 3A00 PSI CONCRETE (ACI 3011 OR HOLLOW BLOCK (ASTM 0901. JI -Channel In n 1 1. o'nmz u n •: Eoo iSio h u §o yNn7C maa 4 ci sk: Q STAPLES INSTALLED 0 ITO.C. (INTO WOOD) IN }CHANNEL SLOT OR T-EWL 0170.C. nNTO WOOD OR MASONRY) I.E. N.T.S. In, JK K. LFS No No.: FL -12019.1 Cr 4 or 5 L ITEM DESCRImLH1 MATERIAL I FASCIA .021 S THK. AL 3105 - HI 4 ALUMINUM 2 7 CHANNEL .0155• THK. AL. 3105 - H24 ALUMINUM 3 F CHANNEi AI SS THK AL 3104 - H19 ALUMINUM 5 CK A0 4 PANEL A115 OR .0135' THICK AL 3105 ALUMINUM 6 TRIPLE 4 PANEL (.0115 OR .013S' THICK) At. 3105 ALUMINUM 7 A 15 x 13/4" TRIM NAIL SS. B 1S GA. X 1/4- SS STAPLE / 7/B' MIN. EMBEDMENT Sla 9 T X T BATTEN STRIP (G --A2 OR BETTER) WOOD 10 APA B -C- GROUP 1 EXr. 15/37 PLYWOOD OR BETTER WOOD I 1 09T DIA. T- NAII w/ 5ff MIN. EMBEDMENT) STEL 12d X 3.1/4• HA. GALV. STETS COMMON MAIL 0 24"O.C. w/ 11/4"MIN. EMS. m DETAIL " H " IX2VERTCAL FRAMING (G».42) ATTACH w/ 2NId COMMON NAILS 0 TOP TO ROOF F RAMBIG STAPES INSTALLED 0 END OF PANEL AND B" MAX. O.C. SEE DETAIL -J I ROOF CVERHANG SPAN A " ROOF FRAMING HA.GALY.STFEL ______IN= AFFRAIC;0 COMMON NAIL@ 2P O.C. SEEDETAIL'A---_-- 12d X 34/r -- 11.3(4•MIN EMB —/F SHE33) CONTINUOUS SEE DETAIL • H BATTEN 0 CL E SPAN STAPLES INSTALLED 4P SIDE VIEW - DOUBLE SPAN W/BATTEN END OF PANEL AND (Shown w/ Ln1ss/"ngng Candlmw) Ir MAX O.C. SEE DETAIL? I DETAIL " I " C. MAX LWAIL " J is TLMtlN SPAN LENGTH w/CONTINUOUS BATTEN A• DESIGN PRESSURE (PM POSITIVE NEGATIVE a' ti 70.0 asy 66.5 66.5 20' 60.0 60.0 22' 54.5 54.5 SEE DETAIL" S' E g = m SHEET 3) p o maa TLMtlN SPAN LENGTH w/CONTINUOUS BATTEN A• DESIGN PRESSURE (PM POSITIVE NEGATIVE 16- 70.0 70.0 TB" 66.5 66.5 20' 60.0 60.0 22' 54.5 54.5 24• 50.0 50.0 SPAN a - ROOF OVERHANG SEE OETAIL- G' SHEEI 41 ROOF FRAMING SEE NOTE 2 I11 1 1I1 1 cnu OR W000 DETAIL -1• $ it FRAMED SEE DETAA' A SHEET 31 SIDE VIEW - DOUBLE SPAN w/BATTEN CONNECTOR NOTE: ( Shownw/ Uaahafrdmingoven9) i. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENGINEER OF RECORD 1. WOOD SUBSTRATE: G = 0.42 OR BETEL 112d COMMON NAIL OR 3116' ITIN TAPCON CONCRETE SCREW 2. MASONRY SUBSTRATE: 3MO PSI CONCRETE (ACI 3011 MIN. 1.1 /A- EMBEDMENIf 0 2,C ON CENTER OR HOLLOW BLOCK (ASTM C901. It RW R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.Q Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Enencen Ccniacelt of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) American Constriction Metals Panel Walla Soffits 5140 West Clifton Street Triple 4" & "Clued 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 1d of the State of Florida Product Approval, Department of Business 8 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/mNat/ons: 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 end labeled according to FBC Section 1710.9. 6. See drawing FL -12019.1 for size and design pressure Ilmilations. Supporting Documents: 1. jest Report No. Test Standard TEL 01190073 ASTM E330-02 2. Drawing No. Prepared by No. FL -12019.1 RW Building Consultants, Inc. (CA 189813) 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 Sinned 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. f,1ti1111f/1j Na 434Ic 09 Z OF W :Lyndon F. Schmidt, P.E. AV$ FL PE No. 43409 411r2015N W O..1 0sS 0NA4 Florida Building Code Online I ` Page 1 of 2 Business Professional Regulation ra-1rj l FbrWpeparfinent aCIS Home I Lop In I User Registration i Hol Topics I Submit surcharge I Slits a Foos I Publications I FSC Stall I SCIS SRe Map I Units I Search IfBusines(y` C// U bfessiV-gat Product Approval USER: Public User Regulation PreAucl Aomoval Maly Aoalical!2n List > Application Detail i. FL # F1.16305-114 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcolllns@atiasrooring.com Authorized Signature Meldrin Collins mcollins@atiasroofing.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 FL1630S R4 COI AT1.13002.4 2014 FBC Product Evaluation Shingles.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code h"ps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUl j3N... 7/20/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/28/2015 Date Validated 06/29/2015 Date Pending FBC Approval 07/05/2015 Summary of Products r I Page 2 of 2 FL # 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 Approved for use outside HVHZ: Yes Shlnoles.odf 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 Shlnoles.odf Created by Independent Third Party: Yes rack Noat Contact Us :: 3940 North alamee_Street. Tallahassee FL 32399 Phone, 850.497-I614 The Stale of Florida is an AA/EEO employer. Caovrloht 2007-2013 Stale of Florida. •: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address refused in response to a public -records request. do not send electronic mad to this erdity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 050.487.1395. *Pursuant to Section 455.27511), Florida Statute$, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must proved* the Department with an email address i1 they have one. The emits provided may be used for Official communication with the licensee. However emall addresses are Public record. If you do not wish to supply a personal address, please provide the Department with an small address which can be made available to the public. To deterridne if you are a licensee under Chapter 455, FS., please click b=. Product Approval Accepts: M® KYII .1 OWMA https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU I j3N... 7/20/2015 CREEK Certificate of Authorizoiion No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 57" 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 Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL -079-02-01 ASTM D 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 D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -106.02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -106-02-01 Rev 1 ASTM D 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) ATL -116-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -118-02-01 ASTM D 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) ATL432-02-01 ASTM D 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) ATL -137-02-01 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 ATI -13002.4 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 D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -172-02-01 ASTM D 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 -185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL -186-02-M 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 Plnnac" 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 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 TECHNICALSERVICEs, LLC INSTALLATION GlassMaster® 30 8 Basic Wind Speed (V,i,): Tough -Master® 20 Basic Wind Speed (Vasd): 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 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- Nails 12' --}— 1 r--•I•---12'—'i Figure 1. GlassMaster® 30 8 Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 36" Nails 7 12" • ? J 98" J4 12" -12"--•-12"--I Figure 2. GlassMaster® 30 8 Tough -Master® 20 6 Nail Pattern ATL73002.4 FL 16305-R4 Page 3 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 Prol-AMT" Architectural Basic Wind Speed (Von): Basic Wind Speed (Vaso): 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. Figure 3. PrOLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATI -13002.4 FL 16305•R4 Page 4 019 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 Pinnacle® Pristine & Basic Wind Speed (V,,j): StormMasterO Shake Basic Wind Speed (VBw): 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. 7y. *r ,dzad .&p iuP An nw. YYIrM rip, I JII P . 1 Figure S. Pinnacle® Pristine and StormMaster0 Shake 4 Nail Pattern (Non-HVHZ only) yen 17W 901""mOMWn{. 3W i nn• C) CD Cl,o000,Qr=LMM r 000cE0000; 00 Moo C3! M rD Mo c• Figure 6. Pinnacle® Pristine and StormMasteriV Shake 6 Nail Pattern ATI -13002.4 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 report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are riot specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMaster® 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. 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 manufacturer's 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. Figure 7. StormMaster® Slate 4 Nail Pattern 9. Figure 8. StormMasterO Slate 6 Nail Pattern ATI -13002.4 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 -Cut® Starter Strip Basic Wind Speed (Vuu): Basic Wind Speed (Vero): 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 manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. l7' 171. 1 1/J'rlrq WM rrN Figure 9. Pro -Cut® Starter Strip ATL13002.4 FL 16305-R4 Page 7 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. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (Vu„): Basic Wind Speed (Vaso): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope, Installation (HVHZ and 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. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. I 12" I 12 ga. 1-1/2" ring j r shank nail j 6" Ll j r i Figure 10. Pro -Cut® Hip & Ridge ATI -13002.4 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 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 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 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 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. P V S No 74021cc Z S STATE OF '•/Z i ssiO N rtl t CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 04' 00' 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 ATL130D2.4 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 Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL -079-02-01 ASTM D 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 D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -106-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -106.02-01 Rev 1 ASTM D 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) ATL -116-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -118-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -123-02-01 ASTM 0 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 D 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) ATL -137-02-01 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 Page 1 of 9 This evaluation report is provided for State of Florida product approval under Rule 611320.3. 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 D 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 -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 GlassMasterOD 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, thennally-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 Dangerfreld) 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 GlassMaster® 30 & Basic Wind Speed (V,d,): Tough -Master® 20 Basic Wind Speed (Vest'): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): I. 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 Pattern" detailed below. 36' 4 Nails i• • 1' x.-12- — 12 - Figure 1. GlassMasterO 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 36' Nails 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 State o1 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 ProLAMTm Architectural Basic Wind Speed (Vu,i): 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 ,n. 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. myr Figure 3. ProLAMTm Architectural Shingle 4 Nall Pattern (non-HVHZ only) ww. q w wnr. my.n.ti nano r wa nn r 1 _ L) l-_t--i11-G --- 8 03-i.-I£i• • F 1 I 1 0 L . 1 — 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 & Basic Wind Speed (V„ u): StormMasteran Shake Basic Wind Speed (Vosd): 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. 3W TYP i 4,00000 oor_3ouur,u:=uL c;F- ,.• C_] (_:1 G C ( 0 1 O t Cl CM C-1 r_—,. r_? CL) r"--) ..1 r - F f• L Figure 5. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only) Yr 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 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 (Vasd): 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 8.5 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 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. 1a f; W -J*. I T 91 i Figure 7. StormMaster® Slate 4 Nail Pattern Figure 8. 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 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® Starter Strip Basic Wind Speed (V„iJ): Basic Wind Speed (Ve3d): Deck (HVHZ): Jon's r 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 manufacturer's published installation instructions. Shingles shall be attached as shown below. ir 7J {. L VJ' Aq sJuM,rY v -r r1 +• o Figure 9. Pro -Cut® Starter Strip 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 ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Cutin Hip & Ridge Basic Wind Speed (V,41), Max. 194 mph Basic Wind Speed (V,sd): 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 manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. I 12 ga. 1-1/2" ring e shank Hall 12^ I 6" I I Figure 10. Pro -Cut® Hip & Ridge ATI -13002.4 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 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 fl 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 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 611320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. lllllll FtY R. P''4"i No 74021 3 STATE OF O R 1 Q P Nom,. ONA•, ``, llllll CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 04'00' 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 ATI -13002.4 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. f Florida Building Code Online Uncker aul fy ee I Page I of 1 Business & Professional Regulation r FMNO Mn ffmtt/ DCIS Home I Log In I User Registration i Hol Topics Submit Surcharge Slats 6 Facts I Publications FOC Stall SCIS Site Map Links Search BusiinNNesJQp yN, Professit2al Product ApprovalProduct Public user Regulation pip product AyOUMMMenuaProductofAeelkatien5010 > Application Ust Search Criteria Code Version 2014 FLA 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 aearcn nesursar F_ I Tvoe Manufaeturer Validated By Status FI -15216-R2 Revision InterWrap, Inc. John W. Knezevich, PE Approved Histo ry Category: Roofing 954) 772-6224 Subcategory: Underlayments wwvyuv w1 vwn. wr•v-..a .r ..... ... ... L2WA He :: 1940 North atauee SILS21-7,11ahasief FL 32199 Phan, 1K487.1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State_ of nedda.:: Prlvacv Statement :: A'r.cgbl8 :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e -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 traditional meq. If you have any questions, please contact 850.467.1395. *Pursuant to Section 455.275(1), Fiords Statutes, anectWe October 1, 2012. 11cenues licensed under Chapter 455. 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 email addresses are Dublk record. If you do riot wish to supply a DeWral address, please provide the Department with an email address which can be made avallable to the public. To determine If you am a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: so 910 qgjgAi rc ! iAJOE https://www.floridabuilding.org/pr/pr_app_lst.aspx 7/20/2015 V Florida Building Code Online Page 1 of 2 Business & Professional Regulation 0111 ffi_r 1_,,ut,` rr FW& Dwvta>eflld SCIS Mone I log In I User Regrstratlon I Hol TOPKS I Subr ut Surcharge I Stals 6 FaaS I Publications I FOC Stall I BGS Slto Map I Unks Search Busines( Product ApprovalProfessiIIUSEII: Public user Regulation Product Atmaral Maar > Pmd ct at Application Search a Auokcatlnn list > Application Dotal$ FL q FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 rntupas@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 Underlayments 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 Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 11/17/2015 Validated By John W. Knezevich, PE i Validation Checklist - Hardcopy Received Certificate of Independence EUS216 R2 COI 2015 01 CQJ_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 TI507.8 htips:Hww%v. floridabui lding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgv3 y V VKJZ I Q... 7/20/2015 Florida Building Code Online 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 FL 1r I Model, Number or Name Description 15216.1 1 RhlnoRoof Underlayments Synthetic roof underlayments Page 2 of 2 Limits of Use Installation Instructions Approved for use in HVHZ: No Ft IS216 R2 11 2015 04 FINAL ER INTERWRAP RHINO OF FL15216- Approved for use outside HVHZ: Yes R2.odf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Umits of Vse. Evaluation Reports FLIS216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL35216- R2.odf Created by Independent Third Party: Yes 0brx NC:t Contact Us :: IMO North Monroe Street. Tallahassee Fl. 32399 Phone: 850.407.1824 The State of Florida Is an ANEW employer. CoyiV1011t 2007.2013 State of rlbride.:: Prlvacv Statement ;: Acj: c lblllty Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your a -mail address released in response to a Putilk-records reeuest, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mall. If you have any Questions, please contact 050 4a7.1395. -Pursuant to Section 455.275(1). Florida Statutes, effective October 1, 2012, licensees beensed under Chapter 455, F.S. must provide the Department with an e1Nil) address If they have one. The emalls 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. Please Provide the Department with an email address which can be made available to the public. To determine It you are a licensee under Chapter 45S. F.S., please clic* W=. Product Approval Accepts- 0 4:cLrlly\I El NIy\ hrips://www. floridabui Iding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv3y V VKJZ l Q... 7/20/2015 T EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503fTR1NrrYJ353CHRISTIANSTREET, UNIT q13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 611520-3 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 5`h 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) 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 DCA ANE1983 CERTIFICATION 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. 5. 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. pp— 7W i,;s s••.`• sIONAIa? The bcaimle seal appeorind was authorized by Robert Nbminen, t <% 'pd'' P.E. on:/27/7015. This does not serve as an ateotronkolly signed document. Signed, soalsd hardeoples haw been transmined to 1M Product Approwl Administrator and to the named diem CERTIFICATION 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. 5. 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. TRINITYJERD 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: TABLE 1: ROOF COVER OPTIONS Underlayment Section Prooertles 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 No Yes 1507.2.3, 1507.5.3, 2507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 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 (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITSITST1509) Physical Properties 200539395COQ•006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is 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 TrinityjERD 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 AH) 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: 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 D226, 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 Certificate o/Authorizotion #9503 FLIS236RZ Revision 2: 04/27/2015 Page 2 of 3 TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or 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 D226, 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 Certificate o/Authorizotion #9503 FLIS236RZ Revision 2: 04/27/2015 Page 2 of 3 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 FOC 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 Slone > 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 Slone < 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. S. MANUFACTURING PLANTS: Contact the manufacturer or the named CUL 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 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certi/icote ojAuthoraotlon #9503 FLISZ16-RZ Revision 2:04/27/202S Page 3 of 3 QOTRINITY EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & 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 FL15216-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 57A Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhlnoRoof 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 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 DCA ANE1983 t75W71rrit" ree" t O.I+ Weminen, ry,l 7 J=•'• N 60is•. The raalmlb walaDpeuln{was aelhoriced by Robert t tt,•,,, P.E. on 01/27/2015. Thu does not Berne as an ekctronicalN signed document. 9{ned, waled hardcoPks Mw been Iransmgtcd to the Product Apprwal Adrrrrnislralor and to the named client CE01FICATIONOF 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 l 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. TRINITYJERD 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: TABLE 1: ROOF COVER OPnoNs 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 Foam -On Tile Metal 1507.2.3,1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.93 Heating, Liquid Water Transmission, No Yes IYes Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference pate ITS (7571509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COO.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 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 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: 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 D226, 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 I40S10.02.12-R2 Certi/icore o/Authorizorion #9503 FLISZ16-R2 Revision 2: 04/27/2015 Page 2 of 3 TABLE 1: ROOF COVER OPnoNs Asphalt Wood ShakesSlate or Undedayment Shingles Nall -On Tile Foam -On Tile Metal Shingles Simulated Slate RhinoRoof UZO Yes No No Yes IYes 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 D226, 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 I40S10.02.12-R2 Certi/icore o/Authorizorion #9503 FLISZ16-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITYJERD 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 RhinoRoof 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 — QUA3673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FL1S21"2 Revision 2:04/27/201S Page 3 of 3 02/1112015 13:41 ffJl)i) P.0021004 MI® MIAMI -DADS COUNTY PRODUCT CONTROL SECTION0 11905 SW 26 Street. Room 208 DBPARTMEtV 1 OF REGULATORY AND ECONOMIC R19SOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)313-2390 F (786) 313-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/economy 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 whom allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date sated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails 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. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, sate 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 atl'ecting 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, use, 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 I through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. CJW NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Dote: 01/23/14 Page l of 3 0211112015 13:42 ffAX) P.0031004 ROOFING AssEMBLY APPRovAL Category: Rooting 80 -Category: Ventilation Material: Steel Minimum Mope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by plmensioae Test Product Applicant Soacfllcadone Description Weather Vern Vent: 4- 54" x 19" x 46" TAS 100 Galvanized mefal roof vent Deck Flange: 24" x 520 Thickness: 0.0217 inch: _._. MANUFACTUMG LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test Aaeocv Test Ideutirmr Test Name/Revorl Date PRi Asphalt Technologies, Inc. TAS 100 SBA -002.02-01 08/14/03 ICC -ES AC 132 SBM42742-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Description: 13/3j" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 354" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush any 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 1-5'4" galvanized ring shank roofing nails spaced approx. 8" o.c. and i" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all mils 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 Dais: 04/1S/19 Approval Date: 01/23/14 Page 2 of 3 02/1112015 13.43 M P.004/004 UmiiTATIONS: 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 moan 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, statk and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: DRAWINGS ROOF FLANGE NAIL PLACEMEN s • • END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Qxplration Date: 04/15/19 Approval Dale: 0IR3114 Page 3 of 3 Florida Building Code Online 'U55 P I l T Page 1 of 3 km r CLS I Publications I FSC Staff I SCIS She Map I Links I search IWWW (yam mtogasNoe I Lop In I User Registration 1 Not Topics I Submit Surcharge 1 slats a Fa Business l Product Approval ProfessiQa USER. Public User Regulation Aoolicatlon USt > Application Detail FL n FL2197-R5 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 MiTek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 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 dwert@mll.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 ICC Evaluation Service, LLC. Certificate of Independence F 2197 R5 COI Certificate of Independence for Evaluation. odear f Referenced Standard and Year (of Standard) Standard Y ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvr'FEx%2bbkf... 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 Model, Number or Name Description 2197.1 M18SHS 18 ga. super high strength truss connector plate Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC -ES ESR -1988 Supplemental for the Florida Building Code Installation Instructions FL2197 RS 11 InstallationESR-1988 Aori12011.Ddr Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 RS AE ESR 1988.Ddf 2197.2 MII 16 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes 171.2197 R5 II Installs ionESR-1311 Nov2011,Ddf 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 Other: Can use HVHZ per ICC -ES ESR -1311 Supplemental Evaluation Reports FL2197 R5 AE ESR-13jl.Ddf for the Florida Building Code Other: Can use HVHZ per ICC -ES ESR -1988 Supplemental FL2197 RS AE ESR-1988.Ddf for the Florida Building Code 2197.3 MTIBHS 18 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS 11 InstallatlonESR-1988 Aot112011.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 FSR-1988.Ddf for the Florida Building Code Other: Can use HVHZ per ICC -ES ESR -1311 Supplemental 2197.4 MT20 20 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS Il installationESR-1988 Aori12011.Dd( 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 2197.5 IMT20HS 20 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS It InstallationESR-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 R5 AE ESR-1311.Ddf for the Florida Building Code. On1h Heal Contact Us :: tato North Hehroe Sir- Phone: 850.487.1824 ' The State of Florida Is an AA/EEO employer. Caerriaht 2007.2813 State of Florkla.:: P1Waty Statement .:I .: Refund Statement Under Florida law, emall addresses are public records. It you do not want your e-mi0 address released in response to a oublk•rec'ords re0ues4 do not send llecbor Ic mall to tlds entity. Instead, contact dre office by phone or by lradltonal mall. If you have any Questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), fbnda Statutes, enectve October 1, 2012, licensees Itconsed under Chapter 455, F.S. must provide the Department with an email address 0 they have one The emalls provided may be used for oRhclal communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available tD the public To determine of you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts: W WE F- https://wN&w.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvrTEx%2bbkf... 7/20/2015 Florida Building Code Online Cm '! fA E Page 3 of 3 https://www.floridabui lding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDgvTTEx%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 IMES 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, Mil 20 HS AND MT20HSTM ICC SCC ICC PMG LISTED Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributer not calm 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.''..•. Copyright © 2015 ICC -ES Evaluation Report ESR -1311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.orsl 1 (800) 423-6587 1 (562) 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. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mll.com EVALUATION SUBJECT: MiTeko TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, MII 20, M-20 HS, MII 20 HS, AND MT20HSTO 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 Intemational Building Code® (IBC) 2012, 2009, 2006 International Residential Code® (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t The ADIBC is based on the 2009 IBC. 2oD9 IBC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTekm metal truss connector plates are used as joint connector oomponents of light wood frame trusses. 3.0 DESCRIPTION 3.1 M1Tekm M-16 and MII 16: Model M-16 and Model Mil 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 are available in 1 -inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11/4anch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MITee M-20 and Mil 20: Model M-20 and Model MII 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 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 MiTeko M-20 HS, Mil 20 HS, and MT20HS"': 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 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 -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 0.334nch-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 Reports are not to be construed as representing aesthetics or any other aaribum not speeoeally addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendanon for its use. there is no vrarranty by ICC Evaluation Service, M.C. express or implied, us to any finding or other ironer in this report, or as to any product covered by the report 'silo _ Copyright 0 2015 Page 1 or 5 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 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 MiTeke 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- retardant4reated or preservative4reated 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 attematives 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 oovered by this report, such as truss design, fabrication, quality assurance and special inspection, refer to the applicable version of ANSIrrPI 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 MiTeke 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 ANSIfTPI 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 oorrosive environments must be protected in accordance with Section 6.5 of ANSIITPI 1. 5.8 MiTekm 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, ANSIfTPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTekm 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 b TABLE 1 -ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in'/PLATE) LUMBER SPECIES SG AA EA AE EE Efficiency Pounds/inch/Pair of ConnectorIPlates M-16 AND MII 16 Poundsllnch/Pair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI -1 (Minimum Net Section over the Joint)' Douglas fir -larch 0.5 176 121 137 126 Hem-flr 0.43 119 64 102 98 Spruce -pine -fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 849 0.48 841 M-20 and Mil 20 1321 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 1055 0.55 645 M-20 HS, Mll 20 HS and MT20HS 792 Shear @ 1200 Douglas fir4arch 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: llb/inz = 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 Mll 16 M-20 AND Mll 20 M-20 HS, MII 20HS AND MT20HS Efficiency Pounds/Inch/Pair of Connector Plates Efficiency Pounds/inch/Pair of ConnectorIPlates 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 ® 900 0.36 1013 0.47 820 0.48 1219 Tension Values in Accordance with TPI -1 with a Deviation Isee Section 5.4.9 (e)) Maximum Net Section Occurs over the Joine Tension ® 00 0.68 1945 0.62 1091 0.67 1716 Tension ® 900 0.30 849 0.48 841 0.52 1321 Shear values Shear (d10° 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 (4190° 0.55 1055 0.55 645 0.45 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear® 150° 0.35 672 046 544 0.3 537 For SI: 1 Winch = 0.175 N/mm, 1 inch = 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 (roles. 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 0 369' Page 4 of 5 0 33W o 180' 0 42T' 84mm 4Imm loam= H 11ImL H I wwM i M-16, M1116 0125' 0 25M 0125• 0 369' 12m m gt i, n "' 9ti 0000000000 DODOOOD00000 000000000000 100000000000 000000000000 000000000000 wOTH M-209 M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (In inches) ESR -1311 I Most Widely Accepted and Trusted Page 5 of 5 0.126 0.2w 05m 0 969' 32n%m 6} /mm 127mm 93mm ODD ODD 000 M-20 HS, MII 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) 000 D00 OOD ODD ODD 000 ODD DDD ODD. E UDO DDo ODD J ODD DDo DDD ODo 000 000 M-20 HS, MII 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) ICC -ES Evaluation Report ESR -1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. wwwAcc-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: 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: MiTeko 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 Weke truss connector plates M-16, MII 16, M-20, Mil 20, M-20 HS, Mll 20 HS, and MT20HS ". 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. CC -ES Fnoluanon Reports are not to be construed as representing aesthetic' or any other attributes not specifically addressed nor aro they to be eonuroed q as on endorsement of the subject oJthe report or a recommmndanon for Its wa Then Is no warranty by /CC Evaluation Service. 11C. crprets or tntplud at to any finding or other mover in this report or as to any product covered by the report. _ Copyright 0 2015 Page ;.,f 1 IMES Evaluation Report ESR -1311 FBC 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 Intemational 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.mli.com EVALUATION SUBJECT: MiTeeTRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 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, MII 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 MiTekeTruss Connector Plates M-16, MII 16, M-20, MII 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 MiTek®Truss Connector Plates M-16, MII 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. ICC-F.s Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed. wr are they to be construed as an endorsement of the subject ofthe report or o reconrnendation for its use. 77tere is not warranty by ICC Cvaluasion Service. LI.C, express or Implied, as 1140 to anyfinding or other natter to this report, or as to any product covered by the report. ,. -- 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, M11 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM ICC - . , ICC - ICC C PMG. LISPED Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" 0 A Subsidiary of ICC -E'S Evaluation Reports are not to be construed as representing aesthetics or any other attributes not °Ccw specifically addressed nor are they to be construed as an endorsement of the subject of the report ora r s rrecommendationforitsuse. There is no warranty by ICC Evaluation Sen Ice, LLC, exp es. o implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2015 ICC -ES Evaluation Report ESR -1311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.om 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. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MlTeke TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, MII 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)1 The ADIBC is based on the 200918C. 2009 IBC code sections referenced in this report are the same sedions in the ADIBC. 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 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 are available in 1 -inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11144nch (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 Mll 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 (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 MlTeke M-20 HS, MII 20 HS, and MT20HSTm-. Models M-20 HS, MII 20 HS, and MT20HSTM 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 314 -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 -IS F.voluation Reports are not to be construed as representing aesthetics or any (Ober attributes not specifically addressed, nor are they to be construed ] as on endorsement rf rhe subfeci ojrhe repem or u recan+mmdanan for ,Is use. There is no warranty by ICC hroluulion Service, I.I.C. express or implied, as ii lill to anyJindmg or other matter to this report, or ac to any product covered by the report Copyright 0 2015 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 MiTeke 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. 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 manufacturers published installation instructions and this document, the instructions in this document govem. 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. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 5.6 fabrication, quality assurance and special inspection, refer to the applicable version of ANS11TPI 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 preservative4reated 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. 5.8 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, ANSUTPI 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=IPLATE) LUMBER SPECIES SG AA I EA AE EE Efficiency Pounds/inch/Palr of ConnectorIPlates M-16 AND Mil 16 Poundstinch/Pair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI -1 (Minimum Net Section over the Joint)' 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 0.55 174 126 147 122 849 0.48 841 M-20 and Mil 20 1321 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 20 -0- 00M-20 1055 0.55 645 M -20HS, Mil 20 HS and MT20HS 792 Shear @ 1200 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: llb/inz = 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 AII 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 MI116 M-20 AND Mil 20 M-20 HS, Mil 20HS AND MT20HS Efficiency Poundslinch/Pair of Connector Plates Efficiency Pounds/inch/Palr of ConnectorIPlates Efficiency Poundstinch/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 J 2012 0.50 880 0.59 1505 Tension @ 900 0.36 1 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 Joint2 Tension @ 00 0.68 1945 0.62 1091 0.67 1716 Tension @ 90° 0.30 849 0.48 841 0.52 1321 Shear values Shear @ 0° 0.54 1041 0.49 574 0.43 761 Shear @ 30° 0.61 1173 0.63 738 0.61 1085 Shear @ 60° 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 @ 1509 0.35 672 0.46 544 0.3 537 For SI: 1 ItYnch = 0.175 N/mm, 1 inch = 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. 2Maximum 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, o /ov o.2r ajo._m.m 41mm 1}o—olmm 11 H I i o -o -o a o 0OD0 0000 0 0 0 o o 0 0 oooa 000000000 oa000 M-16, M1116 0125' 0 260' 0.125- 0 35W 3 t mm 0 4 mm 3 ? min 9 3 000000000000 000000000000 000000000000 000000000000 000000000000 000D00000000 M-20, M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) ESR -1311 I Most Widely Accepted and Trusted Page 5 of 6 0125• 0 750" 0 900" 03W 32mm 64mm 127mm 93mr rL}}—}_ 27— I ODO bDO DOD ODD ODo ODD D D 00OOD00 J r 000 DDD DOD ODD 000 DOD 000 Doo DOD M-20 HSI MII 20 HSI MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Con0nued) ICC -ES Evaluation Report ESR -1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.o 1 (800) 423-6587 1 (562) 699-0543 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: MiTeko TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mll 20, M-20 HS, Mll 20 HS, AND MT20HS70 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 Weke truss connector plates M-16, Mll 16, M-20, Mll 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 Codem 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 -FS F.voluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor on they to be construed at on endorsement gjthe subject of the report Of o recommendation jos its use. There is no warranty by ICC Fvuluat7nn Service. U.C. express or implied as to any finding or other matter !n this report. or as to any product covered by the report Copyright m 2015 Page ;*.I I ICC -ES Evaluation Report ESR -1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.orq 1 (800) 423-6587 1 (562) 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. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HS"' 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, MII 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 MTeeTruss Connector Plates M-16, MII 16, M-20, MII 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 MiTek*Truss Connector Plates M-16, MII 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. ICES Evoluutton Reports are not to be coaurued as representing aesthetics or any other astnbures not sprc fically addressed nor are they to be construed as on endorsement of the subject ofrhe report or a recommendation for its use. There is no worronty by ICC Evoluation Service. LLC. express or implied as to any fndmg or other master to this report or at to any product covered by the report Copyright 0 2015 Page 1 of 1 dd 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 PING LISTED Look for the trusted marks of Conformityl 02014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of 0001CW jqC ICC -ES Evaluation Reports are not to he construed as representing aesthetics or any other attributes not °Ccs 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. PIW' W " Ar Copyright 0 2015 ICC -ES Evaluation Report ESR -1311 Reissued June 2015 This report is subject to renewal June 2017. wwwJcc-es.orla ( (800) 423-6587 ( (562) 699-0543 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. 14615 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, 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 Code® (IRC) 2013 Abu Dhabi International Building Code (ADIBC)1 tThe ADIBC is based on the 2009 IBC. 2009 ISC 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 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 MiTek* M-20 and Mil 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 (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, MII 20 HS, and MT20HSTO: Models M-20 HS, MII 20 HS, and MT20HSTm 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 3/44nch-by-14nch (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 0.254nch-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, CC -FS Evaluation liepons are not to be construed as representing oesrhetlu ar any other attributes nor specifically addressed, nor are they to be construedasonendorsementofthesubjectofthereportororecommerdmionforitsuse. 7 here is no warranty by ICC F.va/cation Service, U.C. exprem or implied, as FM to airy ftndsng or other matter to this report, or as to any product covered by the report. Copyright 0 2015 M tL`, Page ;of 6 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 ANSUTPI 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: 5.1 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 govem. 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. 5.3 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 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 ANSI1TPI 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 ANSIJTPI 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 I Most Widely Accepted and Trusted Page 3 of S TABLE 1 -ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in'/PLATE) LUMBER SPECIES SG AA EA AE EE Efficiency Pounds/inch/Pair of ConnectorIPlates M-16 AND Mill 16 Poundslinch/Palr of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI -1 (Minimum Net Section over the Joint)' 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 0.55 174 126 147 122 849 0.48 841 M-20 and Mill 20 1321 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 1055 0.55 645 M-20 HS, Mil 20 HS and MT20HS 792 Shear @ 1200 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 Sl: l lbAn' = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both Laces 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 Wad, 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 Mill 16 M-20 AND Mill 20 M-20 HS, MII 20HS AND MT20HS Efficiency PoundslinchlPalr of Connector Plates Efficiency Pounds/inch/Pair of ConnectorIPlates Efficiency Poundslinch/Palr 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 @ 90° 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 @ 00 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 1164 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 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 lino 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 1 Most Widely Accepted and Trusted Page 4 of 5 0.390" 0 160' A•mm 41mm M-161 M1116 0 125- 0 25V 0.125` 32irnn 6dmm 3 2m 00000000000 0000000000 00000000000 00o000o0o0o 0 42r loam" H M-201 M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) o o -o o a aooa 00000 a°o°o°o°o a000 0000 00 000 000 IJ 0 0 M-161 M1116 0 125- 0 25V 0.125` 32irnn 6dmm 3 2m 00000000000 0000000000 00000000000 00o000o0o0o 0 42r loam" H M-201 M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) ESR -1311 1 Most Widely Accepted and Trusted Page 5 of 6 0 126- 0.250'' 0.900" 0 366- 3.2 mm 6 4mmm t2277mm 8`3mm 1-1 1_ f-.,— o o asgoaao ti• T, M-20 HS, MII 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) goo Dog ODD goo 000 ODD o o asgoaao goon Dog ODD WJ goo Dog Ono goo 000 ODD U H M-20 HS, MII 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) ICC -ES Evaluation Report ESR -1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.om ( (800) 423-6587 ( (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: MiTekm TRUSS CONNECTOR PLATES: M-16, Mil 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, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSi1e, 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 Codem 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. ICGF.S Evaluonon Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be confirmed at an ettdanement of the subject of the report or o recommendatton jor its use. Mre is no warranty by lCC Evaluation Service, U.C. uprcu or implied os to any finding or other matter in this report, or as to any product covered by the report Copyright 0 2015 Page 1 of 1 ICC -ES Evaluation Report ESR -1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.om 1 (800) 423-6587 1 (562) 699-0543 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. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mil.com EVALUATION SUBJECT: MITeke TRUSS CONNECTOR PLATES: M-16, Mil 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 MiTeke Truss Connector Plates M-16, MII 16, M-20, MII 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 M?eke Truss Connector Plates M-16, Mll 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HS ", 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, MII 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 -ES rraluantn Reports are not fa be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as on endorsement of the subject of the report ora rerommendotlon for Its use. there is no warranty by JCC F,roluotton Sendce. LLC express or implied as to any finding or other natter in this report, or at to airy product covered by the report._ Copyright O 2015 Pags 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 C. PMG LISTED Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of CODEE o'u ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not "`c8*0 specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a Grecommendationforitsuse. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to anyfinding or other matter in this report, or as to any product covered by the report. Copyright © 2015 ICC -ES Evaluation Report ESR4311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.orn 1 (800) 423-6587 1 (562) 699-0543 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. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.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 codes: 2012, 2009, 2006 International Building Code® (IBC) 2012, 2009, 2006 International Residential Code® (IRC) 2013 Abu Dhabi Intemational Building Code (ADIBC)1 The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced to 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 MII 16: Model M-16 and Model Mll 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 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 Mll 20: Model M-20 and Model Mll 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 MiTeke M-20 HS, Mll 20 HS, and MT20HSTO: Models M-20 HS, Mll 20 HS, and MT20HSTm 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 -ES Evaluation Reports are not to be construed as representing aesthetics or arry 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. 11C, express or implied, as iY!$i911 to ony finding or other matter in this report, or as to any product covered by the report Copyright 0 2015 Pape 1 of 6 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. 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 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: 5.1 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. 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. 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 ANSIITPI 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. 5.5 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. Wel service factors from ANSIITPI 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/TPl 1. 5.8 MiTee 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 b TABLE 1 -ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in'/PLATE) LUMBER SPECIES SG AA I EA AE EE Efficiency Pounds/Inch/Palr of ConnectorIPlates M-16 AND Mil 16 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)' 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 0.55 174 126 147 122 849 0.48 841 M-20 and M1120 1321 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 1055 0.55 645 M-20 HS, Mil 20 HS and MT20HS 792 Shear @ 1200 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 1 143 138 150 For SI: 11bine = 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 Mil 16 M-20 AND Mil 20 M-20 HS, Mill 20HS AND MT20HS Efficiency Pounds/inch/Pair of Connector Plates Efficiency Pounds/Inch/Palr of ConnectorIPlates 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 @ 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 TPIA with a Deviation [see Section 5.4.9 (e)) Maximum Net Section Occurs over the Joine Tension @ 01 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 @ 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 Inch = 0.175 N/mm, 1 inch = 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. ZMaximum 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 5 0 330" o 180' 0 112r 6 LLmm e i mm 10 a ern 1 1 1 I 1 1 I WOT, 1 M-169 M1116 0 125' 0 2W 0125' 03651, 3}2mm 64mm 3 2m 93mm II ti f ooa0000aoubo 100000000000 000000000000 000000000000 000000000000 000000000000 mum M-201 M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) ESR -1311 I Most Widely Accepted and Trusted Page 5 of 5 0125- 0.710' 0 300' 0 366' 32mm 64mm 127mm 9 30 loo goo 000 01000a0Og WDTH M-20 HS, Mil 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) 000 000 oDo loo goo 000 01000a0Og0 1=000 000 000 goo DDO Doo a, _ goo DDO 000 WDTH M-20 HS, Mil 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) ICC -ES Evaluation Report ESR -1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.orla 1 (800) 423-6587 ( (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. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTeO TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 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 MTeke truss connector plates M-16, Mil 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HS"", 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. K'C-F.5I.-valuation Reports are not to be construed as representing aexthrocs or any other attributes nut speclOcally addressed. nor are they to be construed as an endorsement of the subject of'ncc report or a recommendation for as use. There is no warranty by JCC F.vahiatnon Service. U.C. express or implied, as 0 4z to any finding or other master in this report, or of to any product covered by the report. u6x Z--=-= Copyright 0 2015 page 11 of 1 ICC -ES Evaluation Report ESR -1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. wwwJec-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: 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: MiTeke TRUSS CONNECTOR PLATES: M-16, Mill 16, M-20, Mil 20, M-20 HS, MI120 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTeke Truss Connector Plates M-16, MII 16, M-20, MII 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 MiTeke Truss Connector Plates M-16, Mil 16, M-20, MII 20, W20 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 Codee (IBC) provisions noted in the master report. Use of the MiTeke Truss Connector Plates M-16, MII 16, M-20, Mll 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. ICC -FS Evaluation Reports are not to be eomtrwd 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. Mere is no ivarramy by ICC Evaluation Service, UX, express or implied as ' to any finding or other matter in fhb report. or as to any product covered by the report. Copyright 0 2015 Page 1 of 1 0 Florida Building Code Online \ f r ( Page l of 2 V Business & Professional Regulation f Fb0 Id acts Moms I Lop in I User Registration i Mot Topics I Subrnit surcharge I suits & Facts I Publications I FBI: stag I BGS She Map I Unks I search I Busmes Product Approval Professi al USER: Public User Regulation tpMiKt Amoval Wnu > prodtict w Application Search > 4eohotlen List > Application Detail FLM 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 benmenge@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 Licensed Florida Professional Engineer N Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bernardo, P.E. the Evaluation Report Florida License PE -0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman, PE W -i 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 D1761-06 2006 ASTM D1761-88 200D Florida Licensed Professional Engineer or Architect FL14239 R3 Eauiv Eaulv.odf https://www.8oridabuilding. org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquDEJErtOSCei... 7/20/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products Page 2 of 2 FL 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 MVMZ: Yes FL14239 R3 11 Dwo.odf Approved for use outside MVMZ: Yes Verified By: Frank L. Bennardo, 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. QNeat Contad US •' 1410 NMh parebe Strael. Tanithms e & 22M Plaint- RSO.487-IA24 The State of Florida Is an ANEW employer. CAnyTiGht 2007-2613 C a1. of FlorNa. •: PAym Slaterneil :: AccesMbfily SlateffWnt :: Refund Sltense 1 Under Florida law, ernau addresses are public records. 1f you do not want your e-mail address released In response to a pudk•records request. do not send Wm* map to this entgy. Instead, wrllact the office by phdne or by tradeb "011111. It you have any Questions, frtease mrwn 111SD.497. 1395. •pursuant to Section 455.27$t 1). Ronda Statutes. McCUM October 1. 2012, lkenSM lUensad Wider Chapter 455, F.S. must prwlde the Department with an proY address If they have one. The ema6s Prov" may be used for 00X1111 oaranurkaut n with the acansee. lbwe•e, emaa addresses are public record. If you do not wish to supply a personal a0drM. please provide the Department wittl an email address which can to made available to the Public To detormtna If you aro 4 licensee under Chapter 4SS. F.S., please dick bftt, Product Approval Accepts: 0®®® al\'Yfit\!IblMI('\ https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDquDEJErtOSCei... 7/20/2015 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 10ENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMEMC CENTER OF THE MECHANICAL UNIT. VMECHANICALUNITMUSTBE SQ(IAaC OR RECTANGULAR, Wsv NO IRREGULAR SHAPES. SN Z I\ Tw. HOST STRUCTURE DESIGN / BY OTHERS. SEE OES! SCHCDULES FOR ALLOWABLE SUBSTRATES MECHANICAL UNIT 7SLB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. ICENTF3t OF SEE DESIGN SCHEDULE FOR CATER OF MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TVP. i STEEL T1E•OOLVM CUPS SEE DETAIL Lj3 8.7/3 1,2 FOR CUP INFORMATION 3 NP. 3' NAI(,• f 3' MAX \ 3 TYP. Y aL Y V ` TYP.H TTIE-DOWN ISOMETRIC TYPE OF CLIP AND RUMBERof, CUPS ISOMETRIC PER CORNER WILL VARY PER CONNECTION TYPES CI -C4 ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE MAXIMUM*e USED TO DETERMINE THE _ _ IT. FOR ANY GIVEN MECHANICAL U IT +LT CDMFORNS TOTHE OIMTmt C• MC ON RESTRICTIONS ANO DESIGN CRITERIA HEREIN, SEE SMEETINSTALLATION FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: TNSIOER THE (NSTAUATION OF (1) MECHANICAL UNIT WTH THE FOLLOWING CIVERIA. Vat. 170 MPI:, EX909AE V AB- TALL - N' DEEP t 48' WIDE, too LA (WEIGHT AS VERIFIED BY OTHERS) INSTALLED N 3000 PSI MIN WN0IETE WITH (11.2' CLIP AT EACH CORNEA OF UNIT (TOTALOF (A) CUPS) OOMCA/ Inc PROCEOURB STEP RESULT t DETERMINE TME CONNECTIOp TYRE EASED, ON THE OAGAAMS ON SHEET 2 rC_0KNWYlOM TYTE / THIS INSTALLATION IS INTENDED FOR A VUR -170 PMH, EXPOSURE'S', THIS DESIGN 2 DMAH(INE WHICH DESIGN SCHEDULE TABLE TO USE CRITERIA CORRESPONDS TO TABLE S 7 OEIlRPIINE LARGEST FACC AREA OT MECHANICAL UNIT TO Be INSTINSTALLEDA8YA8'-1607' THIS LIMIT NEIGH OF 48- IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF u'. NOT@ TMZS PRODUCTAFF00-1, ALLOWS THE OMIT TO BE IMSTALLID ON TOP A CHG:KPAXIMUMUNITIIEIGHRUIVICTION Of AN A/C STAND TWAT TS A MAXIMUM 30- TALL TFIMN AICSTAND IS UEM, CNECK TO SEE THAT THE STAND 00115 NOT EXCEED 30' AM HEIGHT S CNEOC ppIMUM IT WIDTH N IM At 1/{ GREATER THAN MINIMUM ALLOWABLE WIDTH A' THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO IS M. THIS UNIT MAY BE INSTALLED OH ROOFTOP HEIGHTS GREATER 6 OEitRMiN! THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATIONAOOITIONAILY, THAN EOR AND LESS THAN LOO FT. SEI I-) ON TABLE S FOR THE NUMERICAL VALUES Of THIS DESIGN EXAMPLE DESIGN NOTES: THIS PROOUCT HAS SEEM OESIGNEO IN ACCORDANCE WITH ASfE 7 -to A TME ROIIi MHQ BUILDING WOE FOR USE WITHIN AND OUTSIDE THE NIGH VS=HURRICANE LOT INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DES [GIT OIIlER1A LISFO 6, CALQRAII? TILE ALLOWABLE Roof -LOP HEIGHTS INSIDERS ASCE 7 -IO SECTiIl129.SA i1, FOR ROOF 10P MEIGITS (N) 660 F7 AND SECTION 29.S FOR ROOF TOP HEIGHTS (NIPGO FT' a SECTION 25.4.1 FOR THSTALLATIO.TS ATGRADE. K4X_-3,t0 WfIMINTM MVNZ. GG ;9t.10 OUTSIDE THE HVHZ, (GGT...• is FOR ALL LOCATIONS (WNOAtREIM- ALL OTHER OESMN VAKL4AZ ARE IU ANCE WIT" ASW 7.10 QLVTERS M 6 . THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE OWL0114G THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 301 TALL NC STAND (CERTIFICATION ITT OTHERS) ON TOP Of THE HEIGHTS LISTED IFI THE DESIGN SC7HEOLRES. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SMALL Be FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILD:NG OOOE 6 ASCE 7-10 THIS PRODUCT MAY RA USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURIIICAHE ZONE. 2. NO 33•U7% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. OESIGH IS BASED ON CLIEVT PROWDED PRODUCT AND OIC SHEETS FROM TEST REPORTS •TEL 0(4703876 BY TESTING EVALUATION LABORATORIES, INC.. NO A105TTNf WPK WITHOUT lY0.IREN APPROVAL By THIS ENGINEER SMALL. 6E PERMITTED. A. MAXIMUM a MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANIC" UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE. TONNAGE, EIC) SMALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE COHTRACTOR. S. FASTENERS TO BE n2 X %' OR GREATEIR SAE GRADE S UNLESS MOTEO OTNEIRWISE TAPCONS REFERRED TO HEREIN SMALL BE ITW BLDLDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE SEE ANCHOR SO4EDULE FOR ANCHOR REQUIPEMENTS. AU FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL STEEL CUPS S4ALL BE ASTM A283 STEEL (GRADE 0) WITH FY -33 KSI OR BIIM9L ALL STEEL ME946MS SHALL SE PROTECTED AGAINST CORROSION WT M AN APPROVED COAT OF PAINT. ENAMa OR OTHER APPROVED PROTECTION, G9o-11ATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 7. ALL WTKREM SPECIFIED HEREIN IS AOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SMALL BE STRUCTURAL COACRETE A- MIN. THICK AND S4ALL HAVE MlNMJM COMPRESSIVE S'TIL94TH OF 3000 PSI, UNLESS NOTED OTHERWISE. S. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM OISSUGWR MATERIALS TO PREVWC ECTROIYSIS 9. ELECTRICAL GROLLW. WHEN REQUIRED, 10 BE DESIGNED a INSTALLED BY OTHH9CS, 10. THE ADEQUACY OF AIIY EXISTING STRUCTURE TO WRFLSTMIO SUPERIMPOSED (AADS SMALL 6; VERIFIED BY I KE OISM OEST011 PROFESSIONAL AND IS NOT UFQUOEO IN THIS CERTIFICA1101A.EXCEFT AS EXPRESSLY PROVIDED HEREIN, NO ADOTMONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 11. THE SYSTEM DETAILED HEREIN IS GEREPIC ANO DOES NOT PII.OVIDe INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT fWK TMECONDITIONS DETAILED HEREIN, A LICEASEO ENGINEER OR REGISTER® ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE UL CONJUNCTION WITH THIS DOCUMENT. 12. WATCR-TFGMTNESS OF EXISTING MOST SUBSTRATE SMALL BE THE FULL RESPONSIBILITY OF THE INSTALUNG CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE 15 RESTORED AMER FABRICATION AMO INSTALLATION OF STRUCTURE PROPOSED MERLIN. THIS ENGINEER SMALL NOT BE RLSPONSIBtE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH NAY OCCUR AS WATER -TIGHTNESS SMALL BE TME FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VHdt WIND SPEEDS USED IN THIS APPROVAL SEE SECTION 26.7.3 OF ASCE 7.10. 15-2378 I 1 Cl CONNECTION TYPE C1 2' CUP • UTILIZE (1) AT EACH CDRRTR FOR A TOTAL OF (s) PER UNIT r CUPS 7• (EAT( TYP. VOt r MAx iwA`< 1' t1tPs . r NaTC r MAX V1A`y`o TVP. ANCHOR SCHEDULE: 1" CLIPS svest"Tt OeSCIVT20M Zvi.. nou p LWT i IY.' FULL EMWD TO wLx 17T L _ 3000 PSI MIM.) g_ tu Li yl SPACING TO ANT x ADIACEM ANCHOR 1 1 11 CUPSS> r MAXTYP. ALUMINUM: wvi OJ33' HM. ALUMINUM. PROVIDE (5) TTP. MIN. ALUMINUM) 1 STEEL. 1)-111 SAE GRADE S Lal r MAx SHEET METAL SCREW TO THICK, 33 94 TYP. .`T,L1T'Jr MIN• STEEL) Cl CONNECTION TYPE C1 2' CUP • UTILIZE (1) AT EACH CDRRTR FOR A TOTAL OF (s) PER UNIT r CUPS 7• (EAT( TYP. VOt r MAx iwA`< 1' t1tPs . r NaTC r MAX V1A`y`o TVP. ANCHOR SCHEDULE: 1" CLIPS svest"Tt OeSCIVT20M 1)'5(16.0 CARBON STEEL ITN GU1LD01 TAMO.N. CONCRETE. IY.' FULL EMWD TO A• TMC( MIN,CDINCRETE 3)i• MIN. 3000 PSI MIM.) EOGL DISTANCE, 3Y.' HM. SPACING TO ANT ADIACEM ANCHOR 1)•111 SAE GRADE S ALUMINUM: SNt . METAL SCREW TO OJ33' HM. ALUMINUM. PROVIDE (5) THICK. 6061-T6 PITCHES MIN. AST MIN. ALUMINUM) THREAD MANE STEEL. 1)-111 SAE GRADE S 0 l2S' HIM. SHEET METAL SCREW TO THICK, 33 94 STEEL. PROVIDE (5) MIN• STEEL) PITCHES MIN. PAST THRM MANE C2 CONNECTION TYPE C2 1- WP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (s) PER UNIT xgx S= l' FIAT I r CUPS j• mAx TYP. Ott 7• MAX TYP. `W1H•` 7• etAxTYP. 2" CLIPS ausa -- j(" y l6'O CARSON S( ITN BUIIDIX ' CONCRETE: Iy• TILL EMTAlCOACPeEDTO %, A• THICK MIM, owasTE. 3)1' MM. 3000 SI MN.) EOGs OISTAIKF. 3t:• NIU. SPA93NO TO AM ADJACENT ANCIOK, ALUMINUM: I ( Z) -P 14 SAE GRACES 0.127 HM. SHEET METAL SCREWS TO THICK, 6061-16 ALUMINUM. MRONO! (S) MIM. ALUMINUM) PITCHES MIN. FAST THREAD PlAME STEEP (2)•111 SAE GRADE S 0.125'YIN. SHEETMETALSCREWSTO THICK, 33 KSI STEEL. PROVIDE 1$1 MIN, SI EEL/ PITCHES MIN. PAST THREAD MANE 1. EMBEDMENT ALIO COGE DISTANCE EXCLUDES FINISHES, IF APMslL1CA 2 ENSURE MINIMUM EDGE DISTANCE AS ROM IN ANOWR SCHEDULE. 3. SEE DETAILS ON SMELT 3 FOR ANCHORS ATTACHING TO PEOIANICAL UNIT. UNIT WIDTH-} 6' MAX 1 6• IW CUP OPFSEi I CUP PAUL SPACINGJ I CUP OFFSET r-1 =I —H— n. i 3• TYP MECHANICAL CLIP•CI3P UNIT PER SPACING SEPARATE CERTIFKATIOX UTILIZE (1) CUPS EA SIDE OF UNIT FOR A TOTAL Of a) PER UNIT CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE 8 CLIP DETAIL C3 r CLMS , MUZE (1) AT EAM COINER Ma A TOTAL OF (j PER NT 2' CUPS • UTILIZE (2) AT EACH CORNER FOR A TOTAL OF ie) MER UMT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEO4E'PRIC PATTERN FOR ALL CONNECTION TYPES THAT CFTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (H) CUPS PER UNIT. 15-2378 O 0 FACTORY -MILLED Y -O HOLES. UTILIZE (1) OR (2) ANCHORS FROM 2• CUP ANCHOR SCHEDULE. TYP. 0.50' z 2" CLIP ISOMETRIC DETAIL 3 N.TS ISOMETRIC MECHANICAL UNIT IIY OTHERS, ALUMINUM HOUSING UNITS SMALL BE 6063-76 MIN ALUMINUM SHEET WITH FtV-30 KSI. 0.125 MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fyc33KSt MIN. STEEL GRADE 33, 22GA MIN, (t•O.OZ99'). 0.068• THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SMALL BE FWSH WITH BASE OF CLIP, NO SPACE PERMITTED. TTP. FOR ANY CUP METAL SCREws FOR CUPS w TO S LONG. UTTUZE (S)-812 SHEET METAL SCREWS FOR CUPS LONGER THAN 10• 0.19• UTILIZE (S)-812 SAE l ' TTP, GRADE 5 SHEET METAL SCREWS, 1•TP, ANCHOR PER f/ 0.068• THICK ASTM A283 STEEL TYP. 9g 3gou SAE GRADE S3)-0.2 MEET METAL SCREWS M b FOR CLIPS UP TD 12 oOLONG. IIRUZE (S)-812 v SHEET METAL SCREWS i y FOR CUPS LONGER THAN s•. TTP. Y.•0 Hole, WITH gOANCHORFROM1' 11 CUP ANCHOR o.7s SCHEDULE. TTP. A OTHER DIMENSIONS 0.775• SIM:IIIR) 76• o 1 1" CLIP ISOMETRIC DETAIL 3 N,TS. ISOMETRIC D.125 I 00.07-' OR 08. THICK 0 Z AST M 1 A283AST STEEL, EYP. iT,1 3)-012 SAE GRADE S METAL SCREWSUSHEET FOR CUPS A• LONG. U IUZE (+)-812 SHEET AL SCREWS FOR CLIPS LONGER THAN A', N 0 TYP Y•0 HOLES, NOT 10 USED FOR IAANCHOTS, EYP. N0. 77s• 0.75 o FACTORY -MILLED Y -O HOLES. UTILIZE (1) OR (2) ANCHORS FROM 2• CUP ANCHOR SCHEDULE. TYP. 0.50' z 2" CLIP ISOMETRIC DETAIL 3 N.TS ISOMETRIC MECHANICAL UNIT IIY OTHERS, ALUMINUM HOUSING UNITS SMALL BE 6063-76 MIN ALUMINUM SHEET WITH FtV-30 KSI. 0.125 MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fyc33KSt MIN. STEEL GRADE 33, 22GA MIN, (t•O.OZ99'). 0.068• THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SMALL BE FWSH WITH BASE OF CLIP, NO SPACE PERMITTED. TTP. J, . ,. •. SUBSTRATE PER ANCMOP SCHEDULE VARIES) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 3• a 1'.0• DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH TME BASE OF EACH MECHANICAL. UNR, EYP. MECHANICAL UNIT By OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN, ALUMINUM SHCET WITH Ry -30 M. 0.125 (3)-812 SAE GRADE 5 SHEET FAIN. THICKNESS, STEEL HOUSING UNITS METAL SCREWS FOR CUPS 4' SMALL BE ASTM A653 FY-33KS1 MIN. LONG. UTIUZE (4)412 SHEET STEEL. GRADE 33, 226A MIN. 4-0.02991- METAL SCREWS FOR CUPS LONGER THAN A•. PROVIDE (5) PITCHES MIN. PAST THREAD R94E 0.072' O0. 0.113' / , FOR EACH SMS, TYP. THICK ASTM A293 • . % j STEEL CUP. EYP. OR (2)ANCHORS BASE OF UNIT SMALL /r(l) (I) ANCHOR Be FLUSH WITH 6lSE "• She/ SCHEDULE OF CUP, NO SPACE PERMITTED, TYP. SUBSTRATE PER ANCHOR SCHEDULE VARIES) 2" TIE -DOWN CLIP a ANCHOR DETAIL 3 3• • ra• DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACM MECHANICAL UNIT, TYP. Vu'Teg iBQ•g9 Stu N OWE wOtE U 7 z a_ J bn Zoo`^d yOzdr rF6N i ^N pOH C L N ^ = 6 W O , N Z riA g2g nr tt F m L 15-2378 3)-812 SAE GiAOE 5 SHEET METAL SCREws FOR CUPS w TO S LONG. UTTUZE (S)-812 SHEET METAL SCREWS FOR CUPS LONGER THAN S. PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER f/ ANCHOR 3• SCHEDULE J, . ,. •. SUBSTRATE PER ANCMOP SCHEDULE VARIES) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 3• a 1'.0• DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH TME BASE OF EACH MECHANICAL. UNR, EYP. MECHANICAL UNIT By OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN, ALUMINUM SHCET WITH Ry -30 M. 0.125 (3)-812 SAE GRADE 5 SHEET FAIN. THICKNESS, STEEL HOUSING UNITS METAL SCREWS FOR CUPS 4' SMALL BE ASTM A653 FY-33KS1 MIN. LONG. UTIUZE (4)412 SHEET STEEL. GRADE 33, 226A MIN. 4-0.02991- METAL SCREWS FOR CUPS LONGER THAN A•. PROVIDE (5) PITCHES MIN. PAST THREAD R94E 0.072' O0. 0.113' / , FOR EACH SMS, TYP. THICK ASTM A293 • . % j STEEL CUP. EYP. OR (2)ANCHORS BASE OF UNIT SMALL /r(l) (I) ANCHOR Be FLUSH WITH 6lSE "• She/ SCHEDULE OF CUP, NO SPACE PERMITTED, TYP. SUBSTRATE PER ANCHOR SCHEDULE VARIES) 2" TIE -DOWN CLIP a ANCHOR DETAIL 3 3• • ra• DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACM MECHANICAL UNIT, TYP. Vu'Teg iBQ•g9 Stu N OWE wOtE U 7 z a_ J bn Zoo`^d yOzdr rF6N i ^N pOH C L N ^ = 6 W O , N Z riA g2g nr tt F m L 15-2378 TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOOrV HURRICANE ZONE-) TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE VAIN A RISK CATEGORY II SrRUCTURE'1 ALLOWABLE RUOF.TOP HEIGHT IN) ' TIE -DOWN CONFIGURATION TYPE MAIDMUM SURFACE AREA OF UNIT UNIT CI C2 CI C4 UNN-S LARGEST HEIGHT WIDTH 6R' 24 -MAX 12 -MIN ALLOWABLEROOF•TO«EIGFRI H5200Fl AT GRADE 6pR<N5160Fl TIE.00WN CONFIGURATION TYPf MAXIMUM 32- MAX IS' MIN N/A I H f 15 Fl 0FT60Fr<H520_ SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 UNTT•S LARGEST HEIGHT WIDTH HS200 FT H6700 Fr FACE hh 60 FT < H f 700 IFT' 32 -MAX IV MIN N/A GRIDE N/11 HS30 fT j1 24'MA_XILM 12-MIV I N/A _ ATGRAOE ATGRAOE , H5200FT 9FP 32 -MAX IS MIN1JAI N/A ATGRAOE ATGRAOF _ HS60FT 4F1' 145 -MAX: 24'MIN GRADE~HS10CFT HS30 FT «470OFT 6 FF NS7WFl AT GKAOE NS4OFT AT GRADE N.Vs T 9FT 4WMAX Z4* WIN N/A AfGUM ATGRAOE _ NSIWFT _ F NIA AT GRACE AT GRACE HS40 FT lffP H 5 200 F r _ M/A AT GRACE N/A AT GRACE 20 FT" - AT GRACE 1 MIA AT= N/A AT GRADE ZS FPI MIAMFOAOE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISOICTION FOR THE APPLICABILITY WA AT. N/A AT GRACE 60' MAX 30 FT' 4B' MIN i N/A N/A AT GRADE 76FlT - • TNS I N/A f1/A NIA ATGMDE • TABLE FS PERMISSIBLE TO BE USEO WIFKIN THE MVNZ WHICH CONTAINS BROWARO ANO MIAMFOACE COUNNES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THEAPPUCABIUTY OF THIS TABLE WITHIN CERTAIN AORIOA COUNTIES, 60Fl4«5 too" TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE VAIN A RISK CATEGORY II SrRUCTURE'1 ALLOWABLE RUOF.TOP HEIGHT IN) ' TIE -DOWN CONFIGURATION TYPE MAIDMUM SURFACE AREA OF UNIT UNIT CI C2 CI C4 UNN-S LARGEST HEIGHT WIDTH 6R' 24 -MAX 12 -MIN NIA H5200Fl AT GRADE 6pR<N5160Fl Hf200 FT 9 Fr- 32- MAX IS' MIN N/A I H f 15 Fl 0FT60Fr<H520_ AT GRADE H 1200 FT 4 Fi' AT GRACE NS20OFT HS200 FT H6700 Fr fAC_I _ _ _ _ _ 6Fr' 24* MAX 12 -MW N/A AT GRADE ATGRAOE HS2q)Fl I AT hh 60 FT < H f 700 IFT' 32 -MAX IV MIN N/A GRIDE N/11 HS30 fT j1 1J ggggy,, i a- 6F•T+ AT GRACE HSIOO FT TSO fT<H0FT fi HSZOO FT 9 FT, 145 -MAX: 24'MIN N/A I H1200 Fr AT 60Fl 4GRACE NS7WFl L2 FT' N/A TAI GRACE 160Fl<H 5200 FT NIA H f IDI/ Fl 16 rP N/A AT GRADE N/A H 5 200 F r _ 20 FP- NIA AT GRACE N/A H s I00 FT 25w MIAMFOAOE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISOICTION FOR THE APPLICABILITY N/A N/A N/A HS30Fl rA FlT fi 60' AlAl1 48'MIN T AT GRADE GRADE 360 FT' fl/A fJJA N/A 60Fl4«5 too" 1oh FOR USE WITH A RISK CATEGORY II STRUCTURE'] 36 FT' g WA NIA NIA AT GRAVE AS AN EXAMPLE. THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WTfH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE VAIN A RISK CATEGORY II STRUCTURE IN THE HIGH VE(OCITY HURRICANE ZONE') ALLOWABLE ROOF•TOPHEWfIi(F) '"-1 c # • L TIE -DOWN CONFIGUIIATION TYPE YYY Cl C2 C3 C4kvTT' SLARGESTACE AREA F HEIGHT WIDTH UNIT UNIT ia: fAC_I _ _ _ _ _ 6Fr' 24* MAX 12 -MW N/A AT GRADE ATGRAOE HS2q)Fl I AT hh L• .r g ar, u, IFT' 32 -MAX IV MIN N/A GRIDE N/11 HS30 fT j1 1J ggggy,, i 4_Fr, AT GMOE HI200FT ATGRME _HSMFT_ 9E6FT' N/A HSESFT ATGRAOE «S200 FT tllw 9 ii' 48' MAX 24- MIN _IVa AT GRADE ATGRADE_- M f BO,FT N ^ N/A AT GRADE _NA AVG 16111 N/A - AT GRADE N/A _+ AT GUN y p 20", N/A A —GRACEN/A AT GRACE i 2SFr1N/A NM WA AT GRADE 60' MAX 49*MIN p FT_" N/A N/A fl/A ATGRADE SB R1 RA N/A ff/A AiGIUDE r TNS TABLE IS PERMISSIBLE TO BE USED WITHIN TN(NVN2 WHICH CONTAINS BROWARD AND V N MIAMFOAOE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISOICTION FOR THE APPLICABILITY Z OF THIS TABLE WrTHIV CERTAIN FLORIDA COUNTIES. I"'I J ZxA ZZ b 7i TABLE 4: Vult=170 MPH, EXPOSURE D 0 de 2 F G1oh FOR USE WITH A RISK CATEGORY II STRUCTURE'] Q g FNC o ALLOWABLE ROOF -TOP HEIGHT M) w z+ TIE-0OWN CONFIGURATION TYPE W " i 7 FII v MAXIMUM Z Yr SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 f-'4 UNITS LARGEST HEIGHT WIDTH FACE 0. 0. GFT' 24'MAX 12 -MIN N/A H5200 FI AT GRACE NS200 FT 60 FT<HSBOFl m m 9FT' 32'MAX 15'MIN NIA 60 FA-.HSAOE FT N/A HS 200 FT LL FT' AT GRACE FI5200FT HS200R H1200 FT4 6 r N/A NL200 FT H515Fl 60Fr<szoorrIl H5200 FT Fq! C t0?' 9 FT' 4E' MALI 24' MIN N/A H 115 FT AT GRADE 60Fi<Hs200Fr.- H S 2OD FT fi •ii ATGRACE 12 F1' N/A 60 NIA Fi 4Hf 120 Fr s7G0R H S 40 FT 1 16 FT' N/A N/A N/A 6OFr< N1700Fr40 p3 i WZOFT' N/A - AADE N/A H5 FF S200FT j AT GRACE mO011Pi0KL40AAKO111 15-237875FT' NIA NIA NIA 60FT<H S200 rT 60' MAX 4S MIN AT GRADE 4<AJn N r3 311 FP N/4 - N/A N!A 60 FT <H S LOO FT Eeg_BeKamm 36 FP N/A N/A N/A AT GRADE 06 A5 AN EXAMPLE THIS TABLE IS PEANUS51BLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. I I TABLE 5 : vult=140 MPH, EXPOSURE B IFOR USE WITH A RISK CATEGORY a STRUCTURE•) TABLE 7 : vult=140 MPH, EXPOSURE D FGR USE WITH A RISK CATEGORY R STRUCTURE•I TABLE 6 : vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY R STRUCTERE•I ZLE AWE ROOF -TOP HEIGHT MI TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA ENR AIEOWABIE ROOFTOP-- IOP HEIGHT(N( UNIT'SLARGEST TIE-0OWN CONFIGIJRATNIN TYFE Cl MAXIMUM C3 I U FACE SURFACEAIIEAOF UNIT UNIT Cl C2 C3 CA UNITSL4AGEST HEIGHT WIDTH I FACE I 9FT' 32'MAX 1S'MIN N/A I Nf 200 FT 6FT' 24' MAX 12, MIN . NS15 FE60Fi<H3120FT H5200FT Hf200 FT HS200 FT 9 FT' 32'MAR IS'MINAT GRADE NSZOOFT X920OFT XSIWFT A FT' ATGRADE 60FT<NS1B0R N S 200 FT H S 200 FT H S 200 FT H S 200 FT 6F7' I HS40R bb FT <HS200 FT 1 NS200 FT HS200 FT HSZOO FT H3ZOO FT9FT' 43' MAX 24* MIN AT GRADE HSZOO FT N3200R 4B'MAX 24, MIN AT GRADE 60R<X S60 FT Hs40 60 FT<N S 20OFT FT H3200FT 12 Fr N f 100 FT AT GRADE HSFT H SAO FT N3200 FT OF 12 FI' N/A N/A 60 FT<H SZOO FT H S 200 FT HS200 FT16FT' N/A HSZOO FT HSISFT 16 FTI N/A HS15 FT I AT GRADE H5ZOO FT 60 FT<H S 200 FTFT<HS IGO FT H f 200 FT 20W N/A Hf200R 60 NSISFF H12mR 1 J 60 FT <H S 200 FT H f 200 FT X60 FT<HSIBO FT FT' i' j N/A HS40FT ATGRADE Hf20OFT35 ai 60• MAX 46• MOV 6pFT<XseoFT I•! FT' i 30 FT' 6D•MAx a•Mm . .. N/A wFT<Hs2aoFr NSISFT AT GRADE NSZOO FT N/A AT GRADE N/A 60 FI<X 51608 Z X I1 FT' 36 R' I N/A AT GRAOE ATGRAOE H5ZOO FT 0 1 608<Nf60 FTS TABLE 7 : vult=140 MPH, EXPOSURE D FGR USE WITH A RISK CATEGORY R STRUCTURE•I TABLE 6 : vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY R STRUCTERE•I ZLE AWE ROOF -TOP HEIGHT MI TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA ENR ALLOWABLE ROOF IOP HEIGHT(N( UNIT'SLARGEST HEIGHT WIDTOT HA Cl I C2 C3 I U FACE TYPE a I H1200f6FTI24' MAX 12•MIN ATGRADE H3200 FT I HS 200 FT I yryi I 9FT' 32'MAX 1S'MIN N/A I Nf 200 FT 60 FT<Hf200 FT N5zoo R u` 2AFTIH200FTHS200FTH200FTHS200FT m f UNTT.S LARGEST S WIDTH Z k) n0 W i 6fT' ATGRADE 60FT<NS1B0R H3200 FT N3200 FT I H5200 FT WW N 3i s 9FT' 4B'MAX 24, MIN AT GRADE I NS200 FI Hs40 60 FT<N S 20OFT FT H3200FT HS90 FT 60R<H 5100 FT N f 100 FT GaA 1 OF 12 FI' N/A N/A H S 200 FT I 60 F<HSl•ORT GRADE H S 200 FT 6 16 FTI N/A HS15 FT I AT GRADE H5ZOO FT 60 FT<H S 200 FT H f 200 FT H f 200 FT X f 200 FT 1 Igo a 20 FT' 6FT N/A 60 FT <H S 200 FT AT GRADE H f 200 FT z 2S FT' i' j N/A ATDEGRADE 60 AT GRA FT AT GPA09 H 3 200 FT 1H J ai 60• MAX 46• MOV I•! FT' i 10 iTl N/A AT GRADE N/A H 3 200 FT Z X I1 FT' FT' N/A 1 AT GRADE 1 WA HS30R 0 36 wFT<N 5200 Fr 5 Q Q g3g N/A HSZOOFT c71 77AYRll FOOPC 15-2378 Z ZO FT' A. Hs 14100 FT GOFFf i Y H f 201 FT MAW =1 Wo g' 1 PAIMI1ItIcOr Roth 25 FI' z o ALLOWABLE ROOF IOP HEIGHT(N( py F TIE-OOWN CONFIGURATION TYPE a IFi MAXIMUM I I SURFACEAREAOF UNIT UNIT CI CZ C3 CA mUNTT.S LARGEST HEIGHT WIDTH Sd FACE C 6 FT' 24' MAX 12' MIN N/A N S 200 FT HS90 FT 60R<H 5100 FT N f 100 FT GaA 9 FT' 32' MAX 15' MIN • N/A H S 200 FT ATGRADE 60 FT<HSI<OFT HS 200 FT 34- Q JI 6 FT' H140R 60FT<NSZ00 FT H f 200 FT H f 200 FT X f 200 FT 1 Igo f 6FT 16OFT<HS100FT AT GRADE HS200 Fi H5200 FT H52OOFT i' j 46'MAX 24, MIN WA H5200 FT 60 HS IS FT FT<H 5200 FT HS 200 FT I•! FT' i N/A HS4o FT AT GRADE Hf 200 FT Qj T I1 FT' 60FT<HS200 FT 60 FT <H SBO FT allII(( Q I 1 • l6 PI' N/A AT GIIAOE 60 FT <Hf 200 FT N/A HSZOOFT c71 77AYRll FOOPC 15-2378 ZO FT' A. Hs 14100 FT GOFFf AT GRADE H f 201 FT MAW =1 1 PAIMI1ItIcOr Roth 25 FI' WA ATGRAO 60 FT<HS IF WA H5200FT 60•MAX 46'MIN HS(OR 30 FT' N/A N/A N/A 60 FT <H S 200 FT AS THESETAGUSWTH AREOC PERMtSLAUTHORITTOVI USED W11HIN I N/AA DCOUNTEXAMPLE BREVAROCOUNAY.O'EOI WITH JURISDICTION ] b f7'' N/A N/A AT GRADET. ABLE IMICWTYHAVING f011 TME APPLICABILITY OF THIS TABIE WITHIN OFIIIAIN fCOR10A COUNNES. I 60 FT14 S 200 FT s" P • E • •T• ENGINEERING EXPRESSO 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 ASTMD4.7.61-88 test standards per test report(s) #TEL 01970387A and #TEL 019703876 by Test ;lum Y ratodE Inc. .'.G.Y". is;_- •.''PA STRUCTURAL ENGINEERING CALCULATIONS Raised Lng''-eer's Seal Valid for Pages!• i4_2 Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width 2. Maximum Allowable Unit Height 3. Minimum Unit Weight Fran 5 4. Maximum Allowable Unit Surface Arearrr'llrnii PE 04 9'•'('A 5. Clip Configuration and Anchor Spacing 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 12T" AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW. ENGEXP.COM ROW ENGINEERING EXR NESS• 4/14/2015 BMP International — Steel Tic 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 12T" AVENUE * 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM H SUBDIVISION: i r 1 CITY OF SANFORD BUILDING 8, FIRE PREVENTION PERMIT APPLICATION Application No: I - do —,--5 S --L Documented Construction Value: $ 0;Lq.00 W $ vRtS Job Address: 36 9CO 10SE LM12F Historic District: Yes No Parcel lD: / gRZ/i/ aDK */yz % XTv Residential Rr Commercial Type of Work: New Rf 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 Zai YLOK /%M1 S ON Phone: Street: City, State Zip: Resident of Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 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 COMNIENCEMENT VIAY 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 regulati ng 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 dale: 5iD Edition (2014) Florida Building Code Revised lune 30, 2013 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 1 will notify the owner of the properly 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 he done in compliance with all applicable laws regulating construe 'otfand zoni t Signature of Owner/Agent Date Signature of Cont ctor/Agent Date Print O%wxr/Agent's Name Signature ofNotary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID AN Print Contractor/Agent's Name EXPIRES GEORGIA ignature of Notary -State of Florida Date ; JUNE 8. 2020 L C4 nnrm,nmt 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: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS - Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised- June 30. 2013 Permit Application CITY OF SANFORD BUILDING St FIRE PREVENTION PERMIT APPLICATION r Application No: C2- Documented Construction Value: $ ' -1'' Job Address: ` t 1 p (' "110 E' I Historic District: Yes No Parcel ID: Residentiato Commercial L Type of Work: Newo Addition AlterationEl Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: f'C ,.,1 1 'PYK, Title: Phone: t0-1-5$5 0ou Fax:4 -333-325.3 Email: I IVGC CJlalo,r, Cam Property Owner Information r Name I PcPhone: Street: Resident of. ity, State Zip: _ Cofitradtor Information Name i IFes' phone: 40 Street: 31 Codrsc-o Fax: q0-7- City, State Zip:elA,n State License No.: C)3 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: lune 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 othor 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 andillaqt—A work will be done in compliance with all applicable laws regulating construction and zopi E. signature of Owner/Agent Date Print Owner/Agent's Name Signature,of Notary -State of Florida Date of Contractor/Agent bate IContractor/A I's Name Signature of No ry-State of Florida Da i CHERYL D AKERS MY COMMISSION # FF99M982EXPIRESJune06, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is _jc:-Persohally 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: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30.2015 Permit Application 1p WtUt.l l••! tw! 'tq[tl x..Y txi.aa lnLm, 1 r I tnlal•by s/11/liu toy tL31 v!•n.slw[.t ai."b s,)v)..laoi'j twl If119 Dw Ct. dti Q. _.... M1rtMft•t.ufylYlvr o.t. 03 QV Qt •Jlltpx W.tDII.rr M14..••r r~I•,I •.•1...r num Ilr.r.lb U. Ilt10o i;-Pruw . arm;_ 4.11x.1 M 11,...q.1.4 Iris •rron Wo.r wu.. t.q.fslJ W L•J!. 'icL.S+ x44[ oJwII`fl..r t.t.,ml rx•tr.irl... q•..q/.f rw.flr Wllxl /t._.wyfw Irtllt fFb.r14[•wa _ rrrlm. f.w ^W.•,..f.••NO.e.l.l.1 r. WIIDI^Mrr4.lrlK JCUt:t o.rl.l>rN- nR11l M L•M.4.w.r /Iw.rOr.:_ . Irrt lr.•w•.rfw Mawb,•..w11111.•N+ ruw.a,u dem• _ a.&- n tr ia) maw t1r mrnl^-_ riwi•w bo. - -- - mrt l Itv>Ls.. C1ry!.JljtLli t oa.j\la.•' ae ed..c_..Tr.l%s l rn:.•.,•-ir _ _ WYl tigW:i C. 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M,C01•ft+a.'.pt4 td - ewr..r_ ....wrovea lwll, amt im toruralrri•..gfwa..11rgst1. dtl,4 ir4r.1111 b L rrfx 4r11NYJS1 b I MMM t\I Kl.trJre.00v_i.INRu.IN Ir W C v 4+wJ .wN LrYII!T' Ittt _ rlwx FK.i. _r......Irrorr. rte mJ14b tF.4q l} loot?! _ 1fY!•_O.•M•w.QG+1...lt..n,. p•t=.j. osm:- rw+wlM I.Orq•` it du.x lr4.r t0 s Mtni lwrq _ _ ut _ x4t o w.onritvl.iJ..t.• r mWW ml 4r.WI Itl 1; 1x1-1! io--:w..J•_iuneirw4-... n, u In.rw4 n:>,Y 4w Revision Response to Comments O Permit # ;V, Project Address: 44, S. -6 Contact: Daphne Ph. 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Z ctrical Engineering chanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov OFF ICE Submittal Date Il,g,I,_ Fax: General description of revision: A(— 6 /(J P"/- w — hoo6y, Q qU1 W Mai M ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building S F t t -)-7- t 'l t Laura Barkman From: Josh Aldrich <JAldrich2@delair.com> Sent: Tuesday, October 31, 2017 8:27 AM To: Laura Barkman; Carrie Macleod Andy D'Ambrosio; Bill Lowe Cc: Kim Carter Subject: RE: PERMIT OR ER THORNBROOKE 147 I got a list from you guys requesting 20 or so lots that needed revised due to =Lennox ups soI ha /e been going through and revising them and resending them to you. From: Laura Barkman[mailto:lbarkman@taylormorrison.com] Sent: Friday, October 27, 2017 10:12 AM 3To: Carrie Macleod; Andy D'Ambrosio; Bill Lowe , ?J/ Cc: Josh Aldrich; Kim Carter Subject: FW: PERMIT ORDER THORNBROOKE 147 What is the revision on this one and does this need to be resubmitted? From: Josh Aldrich [mailto:JAldrich2@delair.com] Sent: Friday, October 27, 2017 8:53 AM To: OrlandoPermitting<OrlandoPermitTeam@taylormorrison.com>; Kim Carter <KCarter@taylormorrison.com>; Laura Barkman Ibarkman@taylormorrison.com>; Estimating Admin <EstimatineAdmin @delair.com> Subject: RE: PERMIT ORDER THORNBROOKE 147 Here is the revised permit pack that was requested. Josh Aldrich DEL=AIR HEATING-ACONDITIONING -APPLIANCES RECORD COPY FORM R405-2014 REVISION FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 147ThornbrookeDaphenelIIAGLN Street, City, Slate, Zip- FL, Owner: Design Location: FL, Orlando Builder Name. TAYLOR MORRISON HOMES Permit Office: Permit Number: ('j _ Ld3$ r (SANFOF?I) Jurisdiction: 691500County:• Seminole (Florida Climate Zone 2gJ I 1. New construction or existing New (From Plans) 9. Wall Types(2805.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=4 1 1222.70 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 205.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1453.0 sgfl.) Insulation Area 5. Is this a worst cases No a. Under Attic (Vented) R=30.0 1453.00 ft' 6. Conditioned floor area above grade (ft') 2600 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= IF 11. Ducts R ft' 7. Windows(402.7 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 290.6 a. U -Factor: Dbl, U=0 34 330.68 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 229.4 SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 72.00 ft' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 18.0 SEER:16.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d U -Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC b. Electric Heat Pump 17.5 HSPF:8.50 Area Weighted Average Overhang Depth: 6.612 ft. Area Weighted Average SHGC: 0.312 14. Hol water systems a. Electric Cap: 50 gallons 8. Floor Types (2600.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1453.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1147.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.155 Total Proposed Modified Loads: 66.77 PASSTotalBaselineLoads: 75.31 I hereby certify that the plans and specifications covered by Review of the plans and 4gHESTAl, this calculation are in compliance with the Florida Energy specifications covered by this , _ ? Code. calculation indicates compliance with the Florida Energy Code. ihrq „ O PREPARED BY: Before construction is completed DATE: 10/27/17 _ _ -_ _ this building will be inspected for V a compliance with Section 553.908 ttStFloridaes. auIherebycertifythatthisbuilding, as designed, is i mpliance . with the Florida Energy Code. COP WE OWNER/ NT: -- BUILDING OFFICIAL: DATE: /1Z%) DATE: I j • I"I -11 - 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. 10/27/2017 8:50 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 10/27/2017 8:50 AM EnergyGaugeO USA - FlaRes2014 Section R405 4.1 Compliant Software Page 2 of 5 PROJECT Title: Lot 147ThornbrookeDaphenelI Bedrooms: 4 Address Type. Street Address Building Type- User Conditioned Area: 2600 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: 691500 Whole House Fan: No City, Stale, Zip: Family Type: Single-family FL, New/Existing- New (From Plans) Comment: CLIMATE 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 Blockl 1453 13512.9 2 Block2 1147 10323 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Healed 1 1st Floor 1453 13512.9 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1147 10323 No 0 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 1st Floor 130.9 ft 0 1453 ft' 0.53 0 0.47 2 Floor Over Other Space 2nd Floor ---- ---- 1147 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pilch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1625 ft' 364 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 1453 ft? N N 10/27/2017 8:50 AM EnergyGaugeO USA - FlaRes2014 Section R405 4.1 Compliant Software Page 2 of 5 FORM R405-2014 10/27/2017 8.50 AM EnergyGauge® USA - FlaRes2014 Section R405 4 1 Compliant Software Page 3 of 5 CEILING Ceiling Type _ Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 30 Blown 1453 ft' 0.11 Wood WALLS t Ornt Adjacent To--Wall-Type- _ __ __ Space Cavity R_Value-Et-In-EI.-In Width Height Area___R_Value_ Sheathing Framing Solar Fraction-Absor. Below Grade%__ 1 N Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 W 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 18 0 9 4 168.0 ft' 0 0 0.6 0 3 W Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328.5 ft' 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul 1st Floor 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 ft' 0 0 0.6 0 7 E Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328.5 ft' 0 0.23 0.6 0 8 E Exterior Concrete Block - Int Insul 1st Floor 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 22 0 9 4 205.3 ft' 0 023 0.01 0 DOORS Ornl Door Type Space Storms U -Value Width Height Area Fl In Ft In 1 Wood 1st Floor None 25 2 8 6 6 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Ornt ID Frame Panes NFRC U -Factor SHGC Area Overhang Depth Separation Int Shade Screening 1 n 1 Metal Low -E Double Yes 0.34 0.31 10.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 2 n 1 Metal Low -E Double Yes 034 0.31 30.0 ft' 1 0 0 in 1 ft 6 in Drapes/blinds None 3 n 2 Metal Low -E Double Yes 0.34 0.31 24.0 ft' 9 0 0 in 0 ft 10 in None None 4 n 2 Metal Low -E Double Yes 0.34 0.31 39.1 ft' 9 ft 0 in 0 ft 6 in None None 5 n 2 Metal Low -E Double Yes 0.34 0.31 8.0 ft' 9 ft 0 in 0 ft 10 in None None 6 W 4 Metal Low -E Double Yes 0.34 0.31 19.4 ft' 1 It 0 in 11 ft 8 in None None 7 s 5 Metal Low -E Double Yes 0.34 0.31 30 0 ft' 1 ft0 in 1 ft 6 in Drapes/blinds None 8 s 5 Metal Low -E Double Yes 0.34 0.31 22.2 ft' 1 ft 0 in 1 ft 6 in None None 9 s 6 Metal Low -E Double Yes 0.34 0.31 97.1 ft' 11 ft 0 in 0 ft 0 in None None 10 s 6 Metal Low -E Double Yes 058 0.32 72.0 ft' 11 ft 0 in 0 ft 0 in None None 11 E 7 Metal Low -E Double Yes 0.34 0.31 15.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 12 E 8 Metal Low -E Double Yes 034 0.31 16.3 ft' 1 ft0 in 11 ft 8 in None None 13 E 8 Metal Low -E Double Yes 034 0.31 19.5 ft' 1 ft 0 in 11 ft 8 in None None 10/27/2017 8.50 AM EnergyGauge® USA - FlaRes2014 Section R405 4 1 Compliant Software Page 3 of 5 FORM R405-2014 10/27/2017 8 50 AM EnergyGauge® USA - FlaRes2014 Section R405 4 1 Compliant Software Page 4 of 5 GARAGE 1 Floor Area Ceiling Area 477 ft' 477 W Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 64 ft 8 ft 1 INFILTRATION Scope 1 Wholehouse Method Proposed ACH(50) SLA 000291 CFM 50 ELA EgLA ACH ACH 50 1986.3 109.05 205.08 2618 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump Split Split HSPF 8.5 21.8 kBtu/hr 1 HSPF:8.5 17.5 kBlu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split None SEER: 16 25.2 kBlu/hr cfm 075 1 SEER: 16 18 kBlu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name None None Collector Storage System Model # Collector Model # Area Volume ft' FEF DUCTS 1 2 Supply ---- Location R -Value Area Attic 6 290.6 It Attic 6 229 4 ft Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF Attic 72.65 ft Default Leakage Garage (Default) (Default) 2nd Floor 57.35 It Default Leakage 2nd Floor (Default) (Default) HVAC # Heat Cool 1 1 2 2 10/27/2017 8 50 AM EnergyGauge® USA - FlaRes2014 Section R405 4 1 Compliant Software Page 4 of 5 FUKM K4U5-1U14 10/27/2017 8:50 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans. Coolingjf Heatin j Jan fXJan jr ,Feb X] Feb jf Mar XMar j j Apr APr jr f j Ma May jX] Jun Jun X] Jul j Jul jXj Au j Aug rl Se j SeP [ Oct Oct Nov NovH Dec Dec Ventin Jan Feb XMar X) A r Ma Jun Jul Aul Se [ 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 10/27/2017 8:50 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 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 Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft= b. Concrete Block - Int Insul, Exterior R=4.1 1222.70 H 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=130 205.33 ft' 4. Number of Bedrooms 4 d. N/A R= fl' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1453.00 117 6 Conditioned floor area (ft') 2600 b. N/A R= IF c. N/A R= ft= 7. Windows" Description Area a. U -Factor: Dbl, U=0.34 330.68 ft' 11 •Ducts a. Sup: Attic, Rel: Attic, AH: Garage R ft 7 6 290.6 SHGC: SHGC=0.31 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 229.4 b. U -Factor: Dbl, U=0.58 72.00 R' SHGC: SHGC=0.32 12. Cooling systems kBlu/hr Efficiency c. U -Factor: N/A fl' a. Central Unit 25.2 SEER.16.00 SHGC: b. Central Unit 18.0 SEER:16.00 d. U -Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC. a. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 6.612 H. b. Electric Heat Pump 17.5 HSPF:8.50 Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0 0 1453 00 ft' a. Electric EF- 0.95 b Floor Over Other Space R=0.0 1147.00 ff' c. N/A R= 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: 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. 10/27/2017 8 50 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 1 DEL -AIR Manual S Compliance Report Zone 1 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 17125OutdoordesignDB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 17125 Btuh Latent gain: 2385 Btuh Total gain: 19510 Btuh Estimated airflow: 840 cfm Job: LotlMhornbrookeDap... Date: 5/28/2015 By: FJF Entering coil DB: 75.6°F Entering coil WB: 62.7°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 19439 Btuh 114% of load Latent capacity: 2785 Btuh 117% of load Total capacity: 22224 Btuh 114% of load SHR: 870/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 17175 Btuh Entering coil DB: 69.4°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+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22387 Btuh 130% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.9 kW 117% of load Temp. rise: 66 OF Meets are all requirements of ACCA Manual S. C Wrhtsoft 2017.Ocl-2708:46:18 l 9 ' Righl-Suite® Universal 2017 17 0 23 RSU24011 Page 1 14CCO'* ..henelliAGLN\LoI I47ThornbrookeDaphenelliAGLN rup Calc - MJ8 House laces: N DEL --AIR Manual S Compliance Report M"TM°• A°t CORMTO °1e Zone 2 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 13107OutdoordesignDB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 13107 Btuh Latent gain: 2567 Btuh Total gain: 15674 Btuh Estimated airflow: 600 cfm Job: Lot147ThornbrookeDap... Date: 5/28/2015 By: FJF Entering coil DB: 78.5°F Entering coil WB: 64.2°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-018-230A20+CBA270HE-018-230'++TDR Actual airflow: 600 cfm Sensible capacity: 15014 Btuh 115% of load Latent capacity: 2146 Btuh 84%, of load Total capacity: 17160 Btuh 109% of load SHR: 87% Design Conditions Outdoor design DB: 41.7°F Heat loss: 11293 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-018-230A20+CBA27UHE-018-230'++TDR Actual airflow: 600 cfm Output capacity: 16563 Btuh 1470/6 of load Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 3.2 kW 97% of load Temp. rise: 17 OF Meets are all requirements of ACCA Manual S. C W rl htsoftr 2017 -Oct -27 08 48.18 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 2 14C01 ..henelliAGLN%LoI I47ThornbrookeDaphenelliAGLN rup Calc = MJ8 House laces: N 1 DEL -AIR Component Constructions NElInNB'JUN CBNDInONafa 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: Lot147ThornbrookeDap... Date: 5/28/2015 By: FJF Location: Or Indoor: Heating Cooling Orlando Intl AP, FL, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 95 ft BWh/p'F Design TD (°F) 28 18 Latitude: 280N Btuh Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 320 0.091 Daily range (°F) - 17 ( M) Method Simplified 908 Wet bulb (°F) - 76 Construction quality Average 13.0 Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain W BWh/p'F W-'FAkuh BWh/W BWh MOW Btuh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 320 0.091 13.0 2.58 824 2.84 908 fnsh, 2"x6" wood frm, 16" o.c. stud a 314 0.091 13.0 2.58 807 2.84 890 s 308 0.091 13.0 2.58 793 2.84 873 W 329 0.091 13.0 2.58 846 2.84 932 all 1270 0.091 13.0 2.58 3270 2.84 3603 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 97 0.201 0 5.69 552 5.27 512 board int fnsh a 305 0.201 0 5.69 1734 5.27 1608 s 204 0.201 0 5.69 1161 5.27 1076 W 321 0.201 0 5.69 1827 5.27 1694 all 927 0.201 0 5.69 5273 5.27 4890 Partitions 12C-Osw: Firm wall, stucco ext, r-13 cav Ins, 2"x4" wood frm, 16" o.c. 187 0.091 13.0 2.58 483 1.44 270 stud Windows 2A-2om: 2 glazing, cir low -e ouir, air gas, mil no brk frm mat, cir innr, n 10 0.340 0 9.62 96 10.6 106 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 n 30 0.340 0 9.62 289 10.6 317 ft overhang (5 ft window ht, 1.5 It sep.); 6.67 R head ht a 15 0.340 0 9.62 144 30.4 455 s 30 0.340 0 9.62 289 10.9 328 all 85 0.340 0 9.62 818 14.2 1206 10C -m: 2 glazing, Or low -e ouir, air gas, mll no brk firm mat, Or innr, n 24 0.340 0 962 231 871 209 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 91t overhang (8 It n 8 0.340 0 9.62 77 12.4 99 window ht, 0.83 It sep.); 6.67 ft head ht all 32 0.340 0 9.62 308 9.64 308 2A-2om: 2 glazing, cir low -e ouir, air gas, mil no brk frm mal, cir innr, n 39 0.340 0 9.62 374 12.4 483 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 it overhang (6.3 ft window hi, 0.5 it sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low -e ouir, air gas, mil no brk frm mat, cir innr, a 16 0.340 0 9.62 157 35.7 584 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.3 It window hl, 11.67 0 sep.); 6.67 ft head ht 2A-2om: 2 glazing, Or low -e ouir, air gas, mill no brk frm mat, cir innr, a 19 0.340 0 9.62 187 357 694 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.31), 1 It overhang (6.3 ft w 19 0.340 0 9.62 187 35.7 694 window ht, 11 67 It sep.); 6.67 ft head ht all 39 0.340 0 9.62 374 35.7 1388 C Wrl htSOft' 2017.Oci-2708:48:18 9 Right.Suile® Universal 2017 17 0 23 RSU24011 Page 1 OCCK ..henelllAGLN\Lo1147ThornbrookeDaphene111AGLN.rup Calc = M.18 House laces: N 2B-2fm: 2 glazing, clr low -e outr, air gas, mill no brk frm mat, clr Innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31), 1 If overhang (3.7 ft window ht, 1.5 ft sep.): 6.67 ft head ht 2A-2om: 2 glazing, clr low -e ouir, air gas, mtl no brk frm mat, clr Innr, s 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.31), 11 ft overhang (6.3 ft window ht, 0 ft sep.): 6.67 ft head ht 2A-2omd: 2 glazing, clr low -e outr, air gas, mill no brk frm mat, clr Innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type n Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 22 0.340 0 9.62 214 12.4 276 97 0.340 0 9.62 935 12.4 1208 72 0.580 0 16.4 1182 16.8 1213 18 0.390 0 11.0 196 12.0 213 1460 0.032 30.0 0.91 1322 1.74 2535 131 0.989 0 28.0 3664 0 0 W rl htSOft' 2017.011.27 08 48.18 9 R,ghl-Surle® Universal 2017 17.0 23 RSU24011 Page 2 ACC . henelllAGLN\Lo11477hornbrookeDaphenelllAGLN rup Catc = MJ8 House laces N Component Constructions Job: Lo1147ThornbrookeDap! DELAIR ... Date: 5/28/2015 KU=a-amCONDrnO101101 Zone 1 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: Or Indoor: Heating Cooling Orlando Intl AP, FL, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 95 ft BWhror--F Design TD (°F) 28 18 Latitude: 280N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 0 5.69 Daily range (°F) - 17 ( M) Method Simplified 305 Wet bulb (°F) - 76 Construction quality Average 1608 Wind speed (mph) 15.0 7.5 Fireplaces 0 0 Construction descriptions Or Area U -value Insul R Hig HTM Loss Clg HTM Gain 0.340 0 nr BWhror--F ftr--FBWh BWhltlr BNh BWh/V Bah Walls 9.62 77 12.4 99 32 0.340 0 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 97 0.201 0 5.69 552 5.27 512 board int fnsh a 305 0.201 0 5.69 1734 5.27 1608 35.7 s 204 0.201 0 5.69 1161 5.27 1076 694 w 321 0.201 0 5.69 1827 5.27 1694 39 all 927 0.201 0 5.69 5273 5.27 4890 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Windows 10C -m: 2 glazing, Or low -e ouir, air gas, mil no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 ft overhang (8 ft n window ht, 0.83 it sep.); 6.67 It head ht all 2A-2om: 2 glazing, cir low -e ouir, air gas, mil no brk frm mat, cir innr, n 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.31); 9 ft overhang (6.3 it window ht, 0.5 ft sep.), 6.67 ft head ht 2A-2om: 2 glazing, cir low -e ouir, air gas, mil no brk Irm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31), 1 ft overhang (5.3 ft window ht, 11.67 ft sep.), 6.67 ft head ht 2A-2om: 2 glazing, cir low -e ouir, air gas, mil no brk frm mal, cir innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (6.3 0 w window ht, 11.67 ft sep.); 6.67 it head hl all 2A-2om: 2 glazing, cir low -e ouir, air gas, mll no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 11 ft overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head hl 2A-2omd: 2 glazing, cir low -e ouir, air gas, mll no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 it overhang (8 ft window ht, 0 It sep.): 6.67 ft head ht Doors 11 DO: Door, wd sc type n 187 0.091 13.0 2.58 483 1.44 270 24 0.340 0 9.62 231 8.71 209 8 0.340 0 9.62 77 12.4 99 32 0.340 0 9.62 308 9.64 308 39 0.340 0 9.62 374 12.4 483 16 0.340 0 9.62 157 35.7 584 19 0.340 0 9.62 187 35.7 694 19 0.340 0 9.62 187 35.7 694 39 0.340 0 9.62 374 35.7 1388 97 0.340 0 9.62 935 12.4 1208 72 0.580 0 16.4 1182 16.8 1213 18 0.390 0 11.0 196 12.0 213 2017.Oc1.27 08 48:18 wrightsoft' Righl-Style® Universal 2017 17 0 23 RSU24011 Page 3 henelllAGLN%Lo1147ThornbrookeDaphenelllAGLN rup Calc = MJ8 House laces N Ceilings none) Floors 22A-tpl: Bg floor, light dry soil, on grade depth 131 0.989 0 28.0 3664 C WI'1 htSOft' 2017.Oct-2708:4818 t= ACC9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 4 henelllAGLN\Lol147ThornbrookeDaphenelllAGLN.rup Calc - MJ8 House laces N Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ha Btuh/Ip-•F ht-'F/BNh Bluh/h1 81uh 61uh/112 Btuh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions none) Windows 2A-2om: 2 glazing, Or low -e ouir, air gas, mil no brk frm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft overhang (5 it window ht, 1.5 ft sep.); 6.67 ft head ht 2B -21m: 2 glazing, Or low -e ouir, air gas, mll no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3.7 ft window ht, 1.5 it sep.); 6.67 it head ht Doors none) Ceilings 16B-30ad.Allic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int Irish Floors none) n 320 Component Constructions Job: Lot147ThornbrookeDap' DELAIR ... Date: 5/28/2015 11EA11 0-MCO8 Zone 2 By: FJF 908 e 314 DEL -AIR HEATING & AIR CONDITIONING 13.0 2.58 531 CODISCO WAY, SANFORD. FL 32771 Phone, 407.333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM 2.84 890 S 308 Project• • 13.0 2.58 For: TAYLOR MORRISON HOMES 873 W 329 0.091 Design C• • • 2.58 846 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/Ib) 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 ha Btuh/Ip-•F ht-'F/BNh Bluh/h1 81uh 61uh/112 Btuh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions none) Windows 2A-2om: 2 glazing, Or low -e ouir, air gas, mil no brk frm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft overhang (5 it window ht, 1.5 ft sep.); 6.67 ft head ht 2B -21m: 2 glazing, Or low -e ouir, air gas, mll no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3.7 ft window ht, 1.5 it sep.); 6.67 it head ht Doors none) Ceilings 16B-30ad.Allic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int Irish Floors none) n 320 0.091 13.0 2.58 824 2.84 908 e 314 0.091 13.0 2.58 807 2.84 890 S 308 0.091 13.0 2.58 793 2.84 873 W 329 0.091 13.0 2.58 846 2.84 932 all 1270 0.091 13.0 2.58 3270 2.84 3603 n 10 0.340 0 9.62 96 10.6 106 n 30 0.340 0 9.62 289 10.6 317 e 15 0.340 0 9.62 144 30.4 455 S 30 0.340 0 9.62 289 10.9 328 all 85 0.340 0 9.62 818 14.2 1206 s 22 0.340 0 9.62 214 124 276 1460 0.032 30.0 0.91 1322 174 2535 C Wrl htsoft' 2017.Ocl-2708:46:16 9 Right•Suile® Universal 2017 17.0.23 RSU24011 Page 5 henelllAGLN%Lo1147ThornbrookeDaphenelllAGLN rup Calc = MJ8 House laces N DEL -AIR Project Summary Job: Lot I4TThornbrookeDap... 7 Date: 5/28/2015 NfATIN -=CON11111" 01e 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 Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 8/25/16 JA Desiqn Information 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/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24243 Btuh Structure 24140 Btuh Ducts 4225 Btuh Ducts 6091 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28468 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30232 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3946 Btuh Ducts 1006 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 2600 2600 Equipment latent load 4952 Btuh Volume (f13) 26762 26762 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 35184 Btuh Equiv. AVF (cfm) 183 94 Req. total capacity at 0.70 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make Na Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017.00.27 08 48:18 wrightsoft' Righl-SuileO Universal 2017 17.0.23 RSU24011 Page 1 ACCP. henelllAGLN%Loll47ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House laces, N RDEL-AIR Project Summary Job: L28/ 201hornbrookeDap... 1 7 Date: 5/28/2015 MIMIC • I118 COtI1111n01m1C Zone 1 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 Proiect Information For: TAYLOR MORRISON HOMES Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 8/25/16 JA Design Information Weather: Orlando Intl AR 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/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15613 Btuh Structure 15568 Btuh Ducts 1561 Btuh Ducts 1557 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17175 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 17125 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2385 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heatinjg cooling none) Area (f12 1453 1453 Equipment latent load 2385 Btuh Volume (It3) 13622 13622 Air changes/hour 0.38 0.19 Equipment Total Load (Sen+Lat) 19510 Btuh Equiv. AVF (cfm) 86 44 Req. total capacity at 0.75 SHR 1.9 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 10258598 Coil CBA27UHE-024-230'++TDR AH R I ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 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 0.049 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 35 OF Backup: Input = 6 kW, Output = 20046 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 18 wrightsoft' Righl-SuileO Universal 2017 17 0 23 RSU24011 2017-00-27 0Page 2 ACOA g henelllAGLN\L01147ThornbrookeDaphenelllAGLN.rup Calc = MJ6 House laces N Project Summary Job: LotlMhornbrookeDap- DEL-AIR ... Date: 5/28/2015 HEATING • AIB CCKBFMNA10 Zone 2 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 Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 8/25/16 JA Design Information 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/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8629 Btuh Structure 8572 Btuh Ducts 2664 Btuh Ducts 4535 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11293 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 13107 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1560 Btuh Ducts 1006 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (f12 1147 1147 Equipment latent load 2567 Btuh Volume (ft3) 13140 13140 Air changes/hour 0.44 0.23 Equipment Total Load (Sen+Lat) 15674 Btuh Equiv. AVF (cfm) 97 50 Req. total capacity at 0.75 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-018-23OA20 Cond 14HPX-018-23OA20 AHRI ref 10258596 Coil CBA27UHE-018-230'++TDR AHRI ref 10258596 Efficiency 8.5 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 13500 Btuh Heating output 17500 Btuh @ 47°F Latent cooling 4500 Btuh Temperature rise 27 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.053 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 0.84 Capacity balance point = 31 °F Backup: Input = 3 kW, Output = 10970 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rightSOft" 2017.Oc--27 0 Page3R,ghl-Suile® Universal 2017 17 0 23 RSU24011 g henelllAGLN%LoI147ThornbrookeDaphenelllAGLN rup Calc -M,18 House laces N 1 DEL -AIR loom • M cormnmmw 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: Lot147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 283.9 It 9.2 It 2920.0 It= Zone 1 130.9 It 9.3 It 1460.0 112 Ty construction number U -value Bluh/I12-IF) Or HTM BI f12) Area (Its or perimeter (Il) Load Bluh) Area (II2) or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heat cool Gross N/P/S Heat cool 6 11 12C.Osw -- - 2A-2om 2A-2om 13A-2ocs 10C -m 2A-2om 2A-2om 12C-Osw 2A_2om 13A-2ocs 2A -20m 2A-ZQmi 12C-Osw -- - - 2A-2om 2B -21m 13A-2ocs 2A-2om 2A-2omd 0 081 0.340 0 340 0.201 0.340 0.340 0.340 n n n n n n n 2.58 9.62 9.62 5.69 9.62 9.62 9.62 2.58 9.62 569 962 9 62 2.58 9.62 9.62 2.84 10.58 10.58 5.27 8.71 1244 1.2.44 2.84 30.36 527 3573 3573 2.84 10.93 960 10 30 168 24 39 8 Vj/ SCC CGG V+l C 1= - G 320 0 0 97 0 0 0 824 96 289 552 231 374 77 908 106 317 512 209 483 99 0 0 0 168 24 39 8 0 0 0 0 0 0 552 231 374 77 0 0 0 512 209 483 99 97 0 0 0 0.091 0.3.40 0.201 0.340 0.340 0.091 0.340 0.340 0.201 0.340 0.580 a e_ e e a s s s 329 15 341 16 19 360 30 22 314 0 305 0 0 807 egg 1734 157 187 793 289 214 1161 935 1182 890 455-0-0 0 0 0 0 0 1608 584 694 873 328 276 341 16 19 305 0 0 1734 157 187 0 0 0 1608 584 694 0 0 0 308 23 22 0 0 0 0 0 0 s s s 5.69 9.62 16.41 1_2.44 5.27 12.44 16.85 373 97 72 204 97 72 1076 1208 1213 373 97 72 204 97 72 1161 935 1182 1076 1208 1213 W V/ VLC L -D 12C-Osw___ __ _ 13A-2ocs -- 2A-2_om 12C-Osw -- - 11 DO 0.091 w 2.58 5.69 9.62 2.58 11_04.._ 0.91 27.99 2.84 5.27 35.73 1.44 11 _99 1 74 0,00 329_ 341 19 205 18 329 321 0 187 18 846 1827 187 483 196 932 1694 694 270 213 0 341 19 0 0 0 1694 694 270 213 0.201 0 340 0.091 0.390 0.032 w w n 321 0 1827 187 205 18 187 18 483 196 C F 16B-30ad 1460 1460 1460 1322 3884 25.35 U 0 0 0 0 22A -1p1 0.989 131 1460 131 3664 0 6 c) AED excursion 0 0 Envelope loss/gain 18570 18178 12946 10558 12 a) Infiltration b) Room ventilation 5673 0 1797 0 2668 0 845 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 3015 5 1150 3015 Subtotal (lines 6 to 13) 24243 24140 15613 15568 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 17% 25% 0 0 0 24243 4225 0 0 0 24140 6091 10^/0 101/6 0 0 0 15613 1561 0 0 0 15568 1557 Total room load Air required (c1m) 28468 1440 30232 1440 1 1 17175 840 17125 840 Calculations awroved by ACCA to meet all requirements of Manual J 81h Ed. wrightsoft' 2017-00-27 08 48:18 ACCkRight-Suite® Universal 2017 17.0 23 RSU24011 Page 1 henelllAGLN%Loll47ThornbrookeDaphenelllAGLN.rup Calc - MJ8 House laces: N RDEL--AIR rr<mwo - ml rnrorrormra Right -JO Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C ND407ION665 Fax: 407.333.3853 Web WWW DEL -AIR COM Job: Lot 147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposedwall Room height Room dimensions Room area Zone 2 153.0 It 9.0 It 1460.0 02 Ty Construction number U -value Bluh/l12-•F) Or HTM BI f12) Area (112) or perimeter (11) Load Bluh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat cod 6 11 G G yVy/ r---G 12C-Osw 2A-2om 2A-2om 13A-2ocs 10C -m 2A-2om 2A--2om- 12C-Osw -- 2A_20rn-_--_-- 0.091 0.340 0.340 0.201 0.340 0.340 0.340 0.091 0.390 n n n n n n n a e- 2.58 9.62 9.62 5.69 9.62 9.62 9_62 2.58 9.62 2.84 1058 10 58 5.27 8.71 12.44 12.44 2.84 30.36 360 10 30 0 0 0 0 320 0 0 0 0 0 0 824 96 289 0 0 0 0 908 106 317 0 0 0 0 329 15 314 807 890 455 y/ 13A-2ocs 2A -20m 2AAnn_ _____ _ -_ 12C-Osw 2A-2om 2B•21m--- 0201 0 340 0340 0.091 0.340 340 0.201 0.340 0.580 a a e_ s s s 5.69 9.62 9 2.58 9.62 9.62 5.27 35.73 35.73 2.84 10.93 12.44 0 0 0 0 0 0 308 23 22 0 0 O 793 289 214 0 0 0 360 30 22 873 328 276 Vy 1-CC 13A-2ocs 2A-2om 2A-2omd s s s 5.69 9.62 16.41 5.27 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 W Ver G U_ 12C-Osw _- 13A-2ocs 2A-2_om 12C-Osw -- 11DO _ _ 16B-30ad 0.091- w 2`58 5.69 9.62 2.58 11.04 2`84 5.27 35.73 329 0 0 329 0 0 0.201 0.340 0 091 0.390 0 032 098 w w n_ 0 0 0 0 1.44 11.99 0 0 0 0 0 0 0 0 C 1.74 1460 1460 0F7 - P -1- ___ -_ _- 0.91 27.99 0.00 0 0 0 6 c) AE D excursion 0 Envelope loss/gain 5624 7620 12 a) Inliltration b) Room ventilation 3006 0 952 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 8629 8572 14 1151 Less external load Less Iransler Redistribution Subtotal Duct loads 1 31% 53'/0 0 0 0 8529 2664 0 0 0 8572 4535 Total room load Air required (clm) 11293 600 13107 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AGCP. -- wrightsoft" Right-Suile® Universal 2017 17.0.23 RSU24011 20t7.Ocl•27 08'48: age 2 henelllAGLN\LoII47ThornbrookeDaphenelllAGLN rup Calc = MJ8 House laces: N R DEL -AIR rorwo • eat COYMMUNM Right -JO Worksheet Zone 1 DEL -AIR HEATING & AIR C9NDITIONINC. 531 CODISCO WAY, SANFORD, FL 32771 hone, 407.333-2665 ax: 407.333-3853 Web: WWW DEL-AIR.COM Job: Lot 147ThornbrookeDaphen Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Zone 1 130.9 It 9.3 It 1460.0 W mslr rm 28.5 11 9.3 II heat/cod 10 x 249.8 It 249.8 ft2 Ty Construction number U -value Btuh/ItZOF) Or HTM BI 119 Area (I12) or perimeter (11) Load BI h) Area (ft2) or perimeter (11) Load Bluh) Heal Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 612C-Osw 11b C C yl G 0 0 0 552 231 374 77 0 0 0 512 209 483 99 2A•2om 2A-2om 136.2ocs - - -- -- tOC•m 2A•20m 2A-2om 12C-osw 21.1-2om 0.091 0.340 0.340 0.201 0.340 0.340 0.340 0.091 0.390 n n n n n n n e e- 0.00 0.00 0.00 5.69 9.62 9.62 9.62 0.00 0.00 0.00 0.00 0.00 5.27 8.71 12.44 12.44 0.00 0.00 0 0 0 168 24 39 8 0 0 0 97 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 13A•2ocs 2A•2om 2A•2om 12C-Osw 2A-2om 2B -21m 0.201 0.340 0.340 0.091 0.340 0340 0.201 0.340 0.580 a a e s s 5.69 9.62 9.62 0.00 0.00 0.00 5.27 35.73 35.73 0.00 000 0.00 341 16 19 305 0 0 1734 157 1_87 0 0 0 1608 584 6.94 0 0 0 149 0 19 0 0 0 130 0 0 739 0 1.87 0 0 0 332 561 0 685 0 6.94 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ I --C C 13A-2ocs 2A•20m 2A-2omd s s s s 5.69 9.62 1 16.41 527 12.44 16.85 373 97 72 204 97 72 1161 935 1182 1076 1208 1213 117 58 0 58 58 0 308 725 0 W Vy --- t -C 12C-0sw 13A-2ocs -- 2A•2Dm 0.091 0.201 0.340 6691 0.390 w w w n 0.00 5.69_!;727 9.62 2.58 11.04. 0.00 35.73 00 341 19 321 0 0 0 0 0 0 0 1827 187 483 196 1694 694 270 213 0 0 0 0 0 0 0 0 R - 1_0 12C-0sw 11 DO 1.44 11.99 205 18 187 18 0 0 0 0 0 0 0 0 C F 16B•30ad 226-tpl 0.032 0.989 0.00 0.00 0 0 0 0 0 0 0 0 27.99 0.00 1460 131 3664 0 250 29 798 0 6 c) AED excursion 0 65 Envelope loss/gain 12946 10558 2616 2346 12 a) Infiltration b) Room ventilation 2668 0 845 0 580 0 184 0 13 Internal gains: Occupants @ 230 Applances/other 5 1150 3015 1 230 600 Subtotal (lines 6 to 13) 15613 15568 3196 3360 14 15 Less external load Less Irarlsler Redistribution Subtotal Duct loads 10*/. 10% 0 0 0 15613 1561 0 0 0 15568 1557 1 N 10% 0 0 0 3196 320 0 0 0 3360 336 rAirTotal room bad required (clm) 17175 840 17125 840 3516 172 3696 181 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt- Righl-Suile® Universal 2017 17.0.23 RSU24011 2017.Oc1•27 08'48 age 3 henelllAGLN%Lo1147ThornbrookeDaphenelllAGLN rup Calc = MJ8 House laces N DEL --AIR Right -J® Worksheet t Zone 1 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: Lot147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr blh 10.9 It 9.3 It heat/cool 1.0 x 111.3 II 111.3 112 mslr wic 9.5 II 9.3 II heat/cool 1.0 x 47.0 II 47.0 It2 Ty Construction number U -valueB1uWI12-oF) Or HTM St fig Area (112) or perimeter (II) Load BI h) Area (It2) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 11 Vt/ 12C-Osw 2A-2om 2A-2om 13A-2ocs tOC-m 2A-2om 22 -2om 0.091 0.340 0.340 0.201 0.340 0.340 0.340 0.091 0.340 n n n ri n n n a e_ 0.00 0.00 0.00 5.69 9.62 9.621 9_62 0.00 0.00 0.00 0.00 0.00 5.27 8.71 2,44 12.44 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 0 0 0 0 v a 12C-0sw 2k -20m 0.00 0.00 0 0 0 0 0 O 0 0 0 0 0 0 1 C G V)/ 13A-2ocs 2A-2om 2A-2om 12C-Osw 2A-2om 2B -21m 0.201 0.340 0,340 0.091 0.340 0.340 0.201 0.340 0.580 a a e s s s s s s 5.69 9.62 9_62 0.00 0.00 0.00 5.27 35.73 35.73 0.00 0.00 0.00 103 16 0 86 0 0 491 157 0 455 584 0 89 0 0 89 0 0 0 0 0 504 0 0 0 0 0_ 468 0 0 0 0 C!, 0 0 0 0 0 0___ 0 0 0 0 0 0 0 0 0_ 0 0 0 ti13A-2ocs 2A-2om 2A-2omd 5.69 962 1641 5.27 12.44 16.85 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 w 1-0 IF O 12c-0sw 13A-2ocs -_- 2A-2om 12C-Osw - --- 11 DO 0.091 0.-zot 0.340 0.091 0.390 w w w_ n 0.00 e- 9.62 2.58 11.04 0.00 5.27-- 35.73 1.44 11_99 0 0 0_ 107 0 0 0 0 0 0 0 0- 0 0 o 0 0 0 107 0 0" 0 0 0 0 0 0 0 276 0 155 0 0 0 C F 16B-30ad 22A_1pl 0.032 0.989 0.00 0.00 0 0 0 0 0 0 0 0 27.99 0.00 111 11 306 0 47-10-- 710-_ 66 c) AED excursion 61 10 Envelope loss/gain 1230 1255 770 457 12 a) Infiltration b) Room ventilation 224 0 71 0 193 0 61 0 13 Internal gams- Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1454 1326 964 519 14 15 Less external load Less transfer Redistribution Subtotal DUCT loads 1101/6 109/6 0 0 0 1454 145 0 0 0 1326 133 10% 10% 0 0 0 964 96 0 0 0 519 52 Total room load Air required (ctm) 1599 78 1458 72 1060 52 571 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt" 2017 -Oct -27 08:48 18 AGZ`A Right -Style® Universal 2077 77.0 23 RSU24011 page 4 henelllAGLN\Lot 147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House laces: N RDEL--AIR Right -JO Worksheet NUM-'"`°""'° Zone 1 DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 14TrhornbrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area msir we 0 It 9.3 It heal/cool 5.5 x 3.5 It 19.3 Il= mslr wic int 0 It 9.3 It heat/cool 1.0 x 39 0 11 39.0 It= Ty Construction number U -value Btuh/It;•F) Or HTM BI jig Area (II2) or perimeter (It) Load BI h) Area (It2) or penmeter (11) Load Btuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cool 6 11 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 Vj/ I- fC 13A-2ocs G I; G L12C-Osw f .2A_2om 12C-Osw 2A-2om 2A-2om _ _ _ 10C -m 2A-2om 2A-2om 0.091 0.340 0.340 0.201 0.340 0.340 0.340 n n n n n n n 0.00 0.00 0.00 5.69 9.62 9.62 9.62 0.00 0.00 0.00 0.00 0.00 5.27 8.71 12.44 12.44 0.00 0.00 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 0.091 0.390 a e_ 0 0 0 0 0 0 0 0 1;8 13A-2ocs 2A-2om 2A-2om 12C-Osw 2A-2om 28-21m 0.201 0.340 0140 0.091 0.340 0.340 a a a s s 5.69 9.62 9_62 0.00 0.00 0.00 5.27 35.73 35.73 0.00 0.00 0.00 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- 13A-2ocs 2A-2om 2A-2omd 0.201 0.340 0.580 s s s 5.69 962 16.41 5.27 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W _ _ tyJ G q D 12C-Osw _ _ 13A-2ocs 2A-2om 12C-Osw 11D0 0.091 0.201 0.340 0.091 0.390 W_ w w 0.00 5.69 9.62 0_00 5.27 35.73 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 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0---- 0 C 16B-30ad 0.032 0.00 27.99 0.00 0.00 0 0 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 19 0 0 0 39 0 U 0 6 c) AED excursion 0 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 0 5 Subtotal (lines 6 to 13) 0 5 0 5 14 15 Less external load Less Iransler Rechslnbution Subtotal Duct loads 10°/, 10%61 0 0 0 0 0 0 0 0 5 0 100/0 10% 0 0 0 0 0 0 0 0 5 0 Total room load Air required (clm) 0 0 5 0 0 0 5 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ACCAd- wrightsoft- 2017.00I.2708'48'18 P. Right-SuileO Universal 2017 17 0 23 RSU24011 Page 5 henelllAGLN%Lo1147Thornbrooke0aphenelllAGLN.rup Calc = MJ8 House laces N DEL --AIR rr<xm • = emmnmma Right -J® Worksheet Zone 1 DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area family rm 16.0 II 9.3 It heat/cool 1.0 x 385.8 It 385.8 112 brklsUkil 36.5 It 9.3 It heal/cool 11.5 x 25.0 It 2875 112 Ty Construction number U -value Btuh/112-•F) Or HTM BI f12) Area (112) or perimeter (11) Load BI h) Area (112) or perimeter (II) Load Btuh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 I1 VN -- G 12C-Osw 2A-2om 2A-2om _ _ 13A-2ocs loc-m 2A-2om 2A-2om 12C-Osw 2A_2om 0.00 0.00 0.00 5.27 8.71 12.44 1244 0.00 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 0 091 0.340 0.340 0.201 0 340 0.340 0,340 0.091 0.340 n n n n n n n- a 0.00 0.00 0.00 5.69 9.62 962 9_62 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 yJ I---- GG 13A-2ocs 2A-2om 2A_2om 12C-Osw 2A-2om 2B -21m 0.201 0.340 0.340-e 0.091 0.340 0.340 e_ a a 5 s s0.00 0.00. 5.69 9.62 962 0.00 0.00 5.69 9.62 16.41 0.00 5.27 35.73 35.73----___00 000 0.00 Q.00____0 5.27 1244 16.85 0 0 0 0 149 0 72 0 0 0 0 0___0 0 0 0 Q__ 0 0 440 0 1182 0-0 0 0 0 0 0 0 408 0 1213 0 0 0_ 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 68 39 0 0 0 0 0 0 0 13A-2ocs 2A-2om 2A-2omd 0.201 0.340 0.580 s s s 77 0 72 107 39 0 389 374 0 361 483 0 w tVY G q - L --O 12c-Osw 13A-2ocs 2A-2om 12C-Osw 11DO 0.091 w w 9.00 5.69 9.62 2.58 11.04 0.00 27.99 0_00 527 3573 1.44 11.99 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 233 19 0 0 Q 214 0 0 0 0 1216 187 0 1128 694 0.201 0.340 0.091 0.390 w_ n 0 0 0 0 C F 16B-30ad 0.032 0.989 0 0 0 0 0 22A-101 386 16 448 0 288 37 1022 0 6 c) AED excursion 57 133 Envelope loss/gam 2069 1563 3188 2799 12 a) Infiltration b) Room ventilation 326 0 103 0 743 0 235 0 13 Internal gains: Occupants @ 230 Appliances/other 3 690 600 0 0 1200 Subtotal (lines 6 to 13) 2395 2956 3931 4234 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 1 10% 101/6 0 0 0 2395 240 0 0 0 29% 296 10% 102/0 0 0 0 3931 393 0 0 0 4234 423 Total room load Air required (clm) 2635 129 3252 160 4324 1 211 4658 228 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoTt' 2017 -Oct -27 08 48:18 AGC k Righl•Suile® Universal 2017 17.0.23 RSU24011 Page 6 henelllAGLN\Lo1147ThornbrookeDaphenelllAGLN rup Calc = MJ8 House laces: N 1 DEL -AIR Right -JO Worksheet 110111110 - AM COHMM Zone 1 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: Lot 147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pwdr 0 It 9.3 11 heat/cool 6.0 x 6.5 If 39.0 02 ulil 0 If 9.3 11 heal/cool 1.0 x 45.3 It 45.3 112 Ty Construction number U -value Btuh/fILIF) Or HTM BI fig Area (I12) or perimeter (II) Load Bluh) Area (I12) or perimeter (fl) Load Bluh) Heal Cool Gross N/P/S Heat cool Gross N/P/S Heat Cod 612C-Osw 11 0.091 0.340 0.340 0.201 0.340 0.340 0.340 0.091 x.340 n n n n - n n n a e_ 0.00 000 000 5.69 9.62 9.62 9.62 000 0.00 5.69 9.62 9.62 0.00 0.00 0.00 5.69 9.62 16.41 0.00 000 0.00 5.27 8.71 12.44 12.44 0.00 0.00 I-Ci fa 2A-2om 2A-2om 13A-2ocs - - 10c -m 2A-2om 2A-2om 12C-Osw 2A_2om- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 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 SCG 13A-2ocs 2A -Zorn 2A-ZDm_ 12C-Osw 2A-2om 2B -21m 13A-2ocs ZA-2om 2A-2omd 0201 0 340 0 340 0.091 0.340 0.340 a a a s s 5 5.27 35.73 35,73 0.00 0.00 0.00 5.27 12.44 16.85 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 0.201 0.340 0.580 s s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W y/ L -C' q t D' t2C-Osw 13A-2ocs 2A -20m 12C-Osw 11D0 0_091- 0.201 0.340 0.091 0.390 w w w n- 0.00 5.69 9.62 2.58 11.04 0.000.00 27_99 0_00 5.27 35.73 1.44 11_99 0 0 0 0 0 0 0 0- 0 0 0_ 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 56 0 144 0-_ C F 16B-30ad 22A-tp1 - 0.032 0.00 0 0 0 0 0 0 0 0 0989 39 0 0 0 45 0 0 0 6 c) AED excursion 0 13 Envelopeloss/gain 0 0 144 68 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 5 0 0 600 Subtotal (lines 6 to 13) 0 5 144 668 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 10% 101/6 0 0 0 0 Of 0 0 0 5 of 10% 10% 0 0 0 144 14 0 0 0 668 67 Total room bad Air required (clm) 0 0 5 0 159 8 735 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrilghtsof - Righl-Sude® Universal 2017 17 0 23 RSU24011 2017-00-27 08:48'188 henelllAGLN\LoI147ThornbrookeDaphenelllAGLN.rup Catc = MJ8 House laces. N DEL -AIR Right -J® Worksheet renle • = cmomolmro Zone 1 DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY. SANFORD, FL 32771 hone 407-333-2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining 29.5 11 9.3 It heat/cool 1.0 x 236.3 It 236.3 112 Ty Construction number U -value Btuh/I12-•F) Or HTM BI 112) Area (112) or perimeter (It) Load BI h) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 Vj/ I C V l ..2A.2om------- G L -G G TG 12C•Osw - - -- 2A•2om 2A•2om 13A•2ocs 10C -m 2A-2om 2A•2om _ 12C-0sw 13A-2ocs 2A-2om 2A-2om _ 12C-Osw 2A-2om 20-21m---- ___ 13A-2ocs 2A-2om 2A-2omd 0.091 0.340 0.340 0.201 0.340 0.340 0.340 0.091 0.340 0.201 0.340 0.340 0.091 0.340 0.340 n n n0.00 n n n a e_ a a e s s s 0.00 0.00 5.69 9.62 962 9.62 0.00 0.00 5.69 962 A._62 0.00 0.00 0.00 0.00 0.00 5.27 8 71 12.44 12.44 0.00 00 0 0 0 188 24 39 8 0 0 0 97 0 0 0 0 0 0_ 552 231 374 77 0 0 0 512 209 483 99 0 0 0 0 0-0 0 5.27 35.73 35.73 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.201 0.340 0.580 s s s 0.00 5.69 9.62 16.41 0.00_ 5.27 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 W Vy -- 1 q 12C-Osw 13A•2ocs -- 2A•2om 12C•Osw --- 0.091 w 0.00 5.69 9.62 0.00 5.27 35.73 0 107 0 0 107 0 0 0 0.201 0.340 0.091 0.390 w w 610 0 566 0 n 2.58 11.04 1.44 11.99 42 18 24 18 62 196 35 213_- D_ C F 11D0_- _ _ _ 168-30ad 22A_tpl__ -- - 0.032 Q889 0.00 0.00 0 0 0 0 27.99 0.00 236 30 826 0 6 c) AED excursion 48 Envelopeloss/gain 2929 2069 12 a) Infiltration b) Room ventilation 601 0 190 0 13 Internal gains. Occupants @ 230 Appliances/other 1 230 0 Subtotal (lines 6 to 13) 3529 2490 14 151 Less external load Less Iransler Redistribution Subtotal Duclloads 10"/, 101/6 0 0 0 3529 353 0 0 0 2490 249 Total room load Air required (clm) 3882 190 2739 134 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed. wrightsof - 2017.00I.27 08 48.18 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 8 henelllAGLN\Lo1147ThornbrookeDaphenelllAGLN rup Calc = MJ8 House laces: N 4DEL--AIR Right -JO Worksheet 11XM-wCwMM0NM Zone 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C ND4077ION665 Fax. 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot147ThornbrookeDaphen... Date: 5/28/2015 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Zone 2 153.0 It 9.0 it 1460.0 W nn 4 25.5 It 9.0 It heat/cool 1.0 x 152.5 11 152.5 W Ty Construction number U -valueBtuWllZ•F) Or HTM BI 112) Area (112) or perimeter (It) Load BI h) Area (112) or perimeter (II) Load Bluh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cod 6 11 0.091 0.340 0.340 0.201 0.340 0.340 0.340 0.091 0.340 824 96 289 G LAG 12C-Osw 2A-2om 2A-2om 13A•2ocs 10C•m 2A-2om 2A•2om 12C-Osw 2A2DM n n n n n n n a e_ 2.58 9.62 9.62 000 000 000 000 2.58 9.62 2.84 10.58 10.58 0.00 0.00 0.00 0.00 2.84 30.36 360 10 30 0 0 0 0 320 0 0 0 0 0 0 908 106 317 0 0 0 0 99 0 15 0 0 0 0 84 0 0 216 0 144 0 0 0 0 238 0 159 0 0 0 0 0- 0 0 0 0- 0 0 0 329 150X-4.4 314 0 0 P 308 23 22 0 0 0 807 0 0 0 890 4555 0 0 0 0n 0 0 0 13A-2ocs 2A-2om 2A-2om 12C-Osw 2A-2om 2B -21m 0.201 0.340 0.340 0.091 0.340 0.340 a a a s s s 0.00 0.00 0.00 2.58 9.62 9.6_2 0.00 0.00 0.00 2.84 10.93 0 0 0 360 30 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 793 289 214 0 0 0 873 328 27_6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ILS13A-2ocs 2A-2om 2A-2omd 0.201 0.340 0.580 s s s 0.00 0.00 0.00 12.44 0.00 0.00 0.00 0 0 0 0 0 0 0 0 01 0 0 0 W 12C-Osw 0.091 w w w 2.58 0.00 0.00 2.84 0.00 0.00 0.00 0.00 1.74 3_29 329 846 932 131 0 0 0 0 131 0 0 3_3_6 0 0 370 0 0 y/ C 13A-2ocs 2A-2om 0.201 0.340 0 0 0 0 0 0 0 0-0- 0 q D 12C-0sw 11 DO 0.091 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0 91 1460 1460 0 13_22 0 0 2.5_3.5 0 153 0 153 0 138 0 265 0F22A•td 0.989 0.00 0.00 0 6 c) AED excursion 0 25 Envelope loss/on 5624 7620 835 1008 12 a) Infiltration b) Room ventilation 3006 0 952 0 501 0 159 0 13 internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 8629 8572 1336 1166 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 31% 53% 1 0 0 0 8629 2664 0 0 0 8572 4535 31% 531/0 0 0 0 1336 412 0 0 0 1166 617 Total room load Air required (clm) 11293 600 13107 600 1 1748 93 1783 82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 7- 411111- wrightsotFt' Right-Sude® Universal 2017 17 0 23 RSU24011 20117-00-27 0 Page 9 henelllAGLN\L01147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House laces: N QDEL-AIR ammo-= mr rlwmra Right -JO Worksheet Zone 2 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: Lot147ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 1011 16.5 It 9.0 If heal/cool 1.0 x 446.8 If 446.8 112 den 26.5 It 9.0 It heal/cool 12.5 x 14.0 It 175.0 112 Ty Construction number U -value BtuWflz-"F) Or HTM BI 112) Area (ft2) or perimeter (Il) Load BI h) Area 012) or perimeter (II) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 y/ G. 12C-Osw 2A-2om 2A-2om 13A.2ocs - 1OC-m 2A-2om 2A-2om 12C-0sw 2A2Dm 0.091 0.340 0 340 0.201 0.340 0 340 X340 n n n n n n n 2.58 9.62 9.62 0.00 0.00 0.00 0_00 2.84 10.58 10.58 0.00 0.00 0.00 0_00 2.84 30.36 149 0 15 0 0 0 0 134 0 0 0 0 0 0 344 0 144 0 0 0 0 379 0 159 0 0 0 0 113 10 0 0 0 0 0 103 0 0 0 0 0 0 264 96 0 0 0 0 0 291 106 0 0 0 0 0 0.091 0.3.40 a e_ 2.58 9.62 0 0 0 0 o 0 126 15 111 01-44. 286 315 455. yl 13A-2ocs 2A•2om 2A-2cm 12C-0sw 2A-2Dm 28-21m 0.201 0.340 0.340 0.091 0.340 0.340 0.201 0.340 0.580 a a e_ s s s_ s s s 0.00 0.00 0.00 258 9.62 9.62 0.00 000 0.00 0.00 0.00 0.00 2.84 10.93 12.44 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 00 0 0 0 0 0 13A-2ocs 2A•2om 2A-2omd 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw _ 0.091 w_ 2_58 0.00 0.00 2_84 0.00 0.00 0.00 0.00 0 0 0 0- 0-0- 0 0 0 0 0 0__ 0 0 0 0 0 0 0 0 0 0 y/ C_ 13A-2ocs 2A -20m 0.201 0.340 w w 0 0 0 0 0 0 0 0 0 0 q L -D 12C-Osw 11D0 _ 0.091 0.390 n 0.00 0.00 0-0-0 0 0 0 0 0 C F 16B-30ad 0.032 0.91 1.74 447 447 405 776 175 175 158 0 304 022A-tpl 0889 0.00 0.00 0 0 0 0 0 0 6 c) AED excursion 29 72 Envelope loss/gain 893 1284 949 1543 12 a) Infiltration b) Room ventilation 324 10 103 01 521 0 165 0 13 Internal gains: Occupants 0 230 Appliances/other 0 0 0 0 1 0 0 Subtotal (lines 6 to 13) 1217 1387 1469 1708 14 15 Less external load Less transfer Redistribution Sublolal Duct loads 31"/0 53% 0 0 0 1217 376 0 0 0 1387 733 31% 531/6 0 0 0 1469 454 0 0 0 1708 904 Total room load Air required (clm) 1592 85 2120 97 1923 102 2612 120 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G- _ FP_wrightsoTt' Right-Suile® Universal 2017 17 0 23 RSU24011 2017 Oct 27 Page 10 henelllAGLN\Lo1147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House laces: N RDEL-AIR Right -J® Worksheet Neff • = rxuAriamw Zone 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C NDIT7ION66655CFax: 407-333.3853 Web. WWW.DEL-AIR.COM Job: Lot 147ThombrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area blh 2 90 It 9.0 II heal/cool 5.5 x 90 11 49.5 02 rm 2 26.0 It 9.0 If heal/cool 12.5 x 13.5 II 168.8 112 Ty Construction number U -value Bluh/I12••F) Or HTM BIu1U112) Area (112) or perimeter (Il) Load Stuh) Area (112) or perimeter (It) Load BI h) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 Vjl - I- CC Vy G 0 0 0 0 0 0 0 122 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 345 0 12C•Osw 2A-2om 2A-2om 0.091 0.340 0.340 0.201 0.340 0.340 0_340 0.081 0.340 n n n n n n n 2.58 9.62 9.62 0.00 0.00 0.00 0,00 2.58 9.62 2.84 10.58 10.58 0.00 0.00 000 0_00 2.84 30.36 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 6 0 0 0 13A-2ocs - IOC -m 2A•2om ZA-2om 0- 0 0 0 12C-Osw 2A:2om a 81 0 81 209 0-0-0- 230 122 313 O v C C 13A-2ocs 2A-2om 26-2om 12C-Osw 2A•2om 21m 0.201 0.340 0.340 0.091 0.340 0.34_0 a a a s s s 0.00 0.00 0.00 2.58 9.62 9.62 0.00 0.00 0.00 2.84 10.93 12.44 0 0 0 0 0 0 0 0 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 12 0 0 0 0 0 0 0 0 0 0 277 164 0 0 0 0 0 0 0 O 113 15 0 0 0 0 251 144 02B 13A-2ocs 2A-2om 2A-2omd 0.201 0.340 0 580 s s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W Vjl G q 0 12C•0sw 0.091 w 2.58 2.84 0 0 0 0 0 0 0 0 0 0 169 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A•2om 12C-0sw 11 DO 0.201 0.340 w w 0.00 0.00 0.00 0.00 0 0- 0 0- 0 0 0 0 0 0__Q_ 0 0 0 86 0 0 0 0 169 0.091 0.390 n 0.00 0.00 OAO 0.00 0 0 C 16B-30ad 0.032 0.989 091 1.74 50 50 45 153 2_9.3 F 22A -td 0.00 0.00 0 0 0 0 6-6 6 c) AED excursion 8 0 Envelopeloss/gain 253 308 861 1078 12 a) Infiltration b) Room ventilation 177 0 56 0 511 0 162 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (Imes 6 to 13) 430 364 1372 1240 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 31% 53% 0 0 0 430 133 0 0 0 364 193 31% 53% 0 0 0 1372 424 0 0 0 1240 656 Total room load Air required (clm) 56.31 301 557 25 1 1795 95 1896 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriglltStDfC' Right -Suite® Universal 2017 17.0.23 RSU24011 20t7.Ocl-27 08 9 8 Page1 henelllAGLN\Lo1147ThornbrookeDaphenelllAGLN rup Calc = MJ8 House laces. N RDEL-AIR Right -J® Worksheet Herbs -1101 rlormre Zone 2 DEL -AIR HEATING & AIR CPNDITIONIN 531 CODISCO WAY, SANFORD, FL 32771 hone. 407-333-2665911.407-333-3853 Web. WWW.DEL-AIR.COM Job: Lot I47ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 16.5 11 9.0 It heat/cool 165 x 160 If 264.0 It2 rm 3 24.0 It 9.0 It heat/cool 110 x 13.0 If 143.0 Ilz Ty construction number U -value BtuWlt2-•F) Or HTM BI 112) Area (IIS or perimeter (11) Load Ell h) Area (112) or perimeter (It) Load Bluh) Heal cod Gross N/P/S Heat cool Gross N/P/S Heal cool 6 11 a n n n n n n a e_ 2.58 962 9.62 0.00 0.00 0.00 0.00 2.58 9.62 2.84 10.58 10.58 0.00 0.00 0.00 0.00 2.84 30.36 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 Vj/ CC G L_ GG y/ G..2A:2om 12C-Osw 2A -tom 2A-2om _ _ __ 13A-2ocs 10c.m 2A-2om 2A-2om 12C-Osw 0.091 0.340 0.340 0.201 0.340 0 340 0.340 0.091 0.340 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 y/ 1;_ GG V 13A-2ocs 2A-Zom 2A -Zan 12C-Osw ZA-2om 28-21m 0.201 0.340 0.340 0.091 0.340 0.340s a a a s s s s s 0.00 0.00 0.00 2.58 9.6210.93 9.62 0.00 0.00 Q.00 2.84 12.44__ 6.00 0.00 0.00 0 0 0 149 0 22 0 0 0 0 0 0 126 0 22 0 0 0 0 0 0 325 0 214 0 0 0 0 0 0 358 0 276 0 0 0 0 0 0 84 12 0 0 0 0 216 144 0 0 0 0 0 0 0 238 164 0 99 15 0 13A-2ocs ZA-2om 2A-2omd 0.201 0.340 0.580 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w _ w 2.58 000 000 2.84 000 000 O.00 0.110 0 0 0 0 0 2.64 0 0 0 0 0 2.69 0, 0 0 0 0 0 239 0 0 117 117 301 332 y/ t -G 13A-2ocs 2A-2om 0.201 0.340 0 0 0 0 0 0 0 0 0 0 L12C-Osw I D' 11 DO 0.091 0.390 w_ n_- 0.00 0 00 0 0 0 0 0 0 0 0 0 0 c F 16B-30ad 22A-lpl 0.032 091 1.74 458 143 143 130 0 248 00. 0.00 0;00 0 0 0 0 6 c) AED excursion 5 2 Envelope loss/gain 778 1087 791 985 12 a) Infiltration b) Room ventilation 324 0 103 0 471 0 149 0 13 Internal gains, Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1102 1190 1263 1134 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 31% 53% 0 0 0 1102 340 0 0 0 1190 629 31%1 539% 0 0 0 1263 390 0 0 0 1134 600 Total room load Air required (clm) 1442 77 1819 83 1 1653 88 1734 79 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. FP- wrightsoft' 2017-00-27 08 48.18 Righ1-Buda® Universal 2017 17 0 23 RSU24011 page 12 henelllAGLN\Loll47ThornbrookeDaphenelllAGLN.rup Calc = MiltHouse laces N DEL -AIR rennro - nw cwmmmwre Right -JO Worksheet Zone 2 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: Lot I47ThornbrookeDaphen... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 3 9.0 It 9.0 It heal/cool 1.0 x 60.5 It 60.5 112 Ty Construction number U -value Btuh/112•-F) Or HTM BI 112) Area (Its or perimeter (It) load BI h) Area or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 Vj - GG V[ yl G..2A2orn 12C-Osw --- - - 2A-2om 2A-2om 13A•2ocs -- --- - 1OC-m 2A-2om 2A-2om _ 12C-Osw 0.091 0.340 0.340 0.201 0.340 0.340 0.340 0.091 0-3.40 n n n n n n n e e- 2.58 9.62 9.62 0.00 0.00 0.00 0.00 2.58 9.62 0.00 0.00 0.00 2.58 9.62 9.62 2.84 10.58 1.0.58 0.00 0.00 0.00 0.00 2.84 30.36 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 VS- 1--f( Vy 1;-- fG 13A-2ocs 2A-2om 2A-Zom 12C-Osw - - -- 2A•2om 2B -21m 0201 0 340 0 340 0.091 0.340 0.340 0201 0.340 0.580 a a a s s 0.00 0.00 0.00 2.84 10.93 12.44 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 2A-2om 2A•2omd s_ s s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 W 6Y__6 q 12C-Osw 13A-2ocs - 0.091 0.201 0.340 w w w_ n 2.58 0.00 0 00 0.00 0_00 091 2.84 81 81 209 0.00 0.00 0 0 0 0 0 0 0 02A-2om _ 12C•Osw 11 DO 16B-30ad - - 0.091 0.39_0 0.032 0.00 0.00 0 0 0 0 0 0 0 0 C 1.74 61 61 55 105 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 6 c) AED excursion 8 Envelope losstgain 263 327 12 a) Infiltration b) Room ventilation 177 0 56 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 440 383 14 15 Less external load Less transfer Redstribulion Subtotal Duct 31% 53% 0 0 0 440 136 0 0 0 383 203 Total room load Air required (clm) 576 31 5855 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wrightsoft' 2017.00I.27 08.48.18 AGA Righ1•Suile® Universal 2017 17 0.23 RSU24011 Page 13 henelllAGLN\Lo1147ThornbrookeDaphenelllAGLN rup Calc - MJ8 House laces: N 1' DEL -AIR Duct System Summar Job: Lotl47ThornbrookeDap... xfulnxe fax COXI1I110NOIfI Date: 5/28/2015 Zone 1 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 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.164 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.164 in/100ft 840 cfm 146 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Fig.Egv Ln (ft) Trunk brklst/k4 c 2329 106 114 0.169 7.0 Ox 0 VIFx 36.7 105.0 SO brklst/kit-A c 2329 106 114 0.164 7.0 Ox 0 VIFx 40.9 105.0 sti dining h 3882 190 134 0.182 8.0 Ox 0 VIFx 27.1 105.0 SO family rm C 3252 129 160 0.181 8.0 Ox 0 VIFx 27.4 105.0 st2 msir bth h 1599 78 72 0.205 6.0 Ox 0 VIFx 11.9 105.0 st2 mstr rm C 3696 172 181 0.185 8.0 Ox 0 VIFx 25.0 105.0 st2 mslr we C 5 0 0 0.208 4.0 Ox 0 VIFx 10.5 105.0 st2 mslr wic h 1060 52 28 0.196 4.0 Ox 0 VIFx 17.6 105.0 st2 mslr wic int c 5 0 0 0.200 4.0 Ox 0 VIFx 15.0 105.0 st2 pwdr c 5 0 0 0.290 4.0 Ox 0 VIFx 12.8 70.0 ulil c 735 8 36 0.310 4.0 Ox 0 VIFx 7.4 70.0 c wri htsoft' 2017 -Oct -27 08.46:19 9 Righl-Suite® Universal 2017 17.0.23 RSU24011 Page I ACCA . henelliAGLN\Lo1147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House faces N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk sit Peak AV 401 363 0.164 511 12.0 0 x 0 VinlFlx st2 Peak AV 431 441 0.181 561 12.0 0 x 0 VinlFlx c wri htsoft' 2017 -Oct -27 08.46:19 9 Righl-Suite® Universal 2017 17.0.23 RSU24011 Page I ACCA . henelliAGLN\Lo1147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House faces N Name Grille Size (in) Htg cfm) Clg cfm) TEL fl) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx w i htSOft' 2017-00-27 08:48:19 9 Righl-Suile® Universal 2017 17.0.23 RSU2401t Page 2 1iCA...henelllAGLN\Lo1147ThornbrookeDaphene111AGLN.rup Calc - MJ8 House laces N SystemductS Summar Job: LotlMhornbrookeDap... DEL -A R y y Date: 5/28/2015 Zone 2 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 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.168 in/100ft 600 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.168 in/100ft 600 cfm 143 ft Name Design Btuh) Hig cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Fig.Egv Ln (ft) Trunk blh 2 h 563 30 25 0.308 4.0 Ox 0 VIFx 7.8 70.0 b1h 3 h 576 31 27 0.178 4.0 Ox 0 VIFx 29.7 105.0 st3 den c 2612 102 120 0.304 6.0 Ox 0 VIFx 9.0 70.0 1011 c 2120 85 97 0.276 6.0 Ox 0 VIFx 16.9 70.0 open Io below c 1819 77 83 0.282 6.0 Ox 0 VIFx 15.0 70.0 rm 2 h 1795 95 87 0.320 6.0 Ox 0 VIFx 5.0 70.0 rm 3 h 1653 88 79 0.170 6.0 Ox 0 VIFx 36.1 105.0 st3 rm 4 h 1748 93 82 0.168 6.0 Ox 0 VIFx 38.0 105.0 st3 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st3 Peak AVF 211 188 0.168 605 8.0 0 x 0 VinlFlx 0 Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mail Trunk rb2 Ox 0 600 600 0 0 0 0 Ox 0 VIFx wtri htsoft' 2017.01.27 08.48:19 9 Righl.Suile® Universal 2017 17.0.23 RSU24011 Page 3 CA...henelllAGLN\LOI147ThornbrookeDaphenelllAGLN.rup Calc = MJ8 House laces N FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot147ThornbrookeDaphenelllAGLN Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number - Owner: Jurisdiction: 691500 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 6/12/2017 1.40 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 O This checklist D 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). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) O 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®. USRCSBv5.1 6/12/2017 1:39:56 PM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name- Lot147ThornbrookeDaphenelllAGLN Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:. 2600 sq.ft. Cond. Volume: 23836 cu ft. Envelope Leakage Test Results Regression Data: Leakage Characteristics C: -- - - - n: -- - R:-- - -- Single or_Multi. Point Test Data _ _ HOUSE PRESSURE I FLOW: I Ems' -- — 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 lest 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. Healing and cooling systems, if installed at the time of the lest, shall be turned off; and 6 Supply and return registers, it installed at the time of the test, shall be fully open. I 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: D THE S7.4r, a 6/12/2017 1.40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 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. 0 401.3 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 0 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. O 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 turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O 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. O 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. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate healing and cooling system 0 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 healing load. 0 R403.2.2 Sealing (Mandatory)NII 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 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 . ollowing• 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 lest. If the air handler is not installed at the time of the lest, 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. 6/12/2017 1.40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O 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. 0 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. 0 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 Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water healing 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. 0 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 heating systems should meet the following criteria: 1. Be installed with a lilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south 0 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. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and healing equipment 0 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 6/12/2017 1:40 PM EnergyGauge® USA - FlaRes2014 - Section R405 4 1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O 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: 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. 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 O 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. O 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: 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. O 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. p 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. O 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. O 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 selling. 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O 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 O 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. D 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 O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 0 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O 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 6/12/2017 1.40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 99E TYVICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS # w n )r sr wras 1..9I 1. Ctl a.J V u' •` Cls N sl N Y Y' ISx ow a s n)I N6 Y YM MV NB% NSz O N-IYr•NI a• 1 1 ass >,y sB 3 Tr If V, WI)1. 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J(n00 Revision 07 Response to Comments Permit # / 7— ZEE Project Address: q3 V 2 Contact: Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: r n Building Plumbing Electrical Mechanical Life Safety Waste Water Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov i 201 eY0_ 8 Fax: AZWAV 0*6V104 Genrye/ral, description of revision: 1601 1(4 ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building 9F 2 2• R r Monta Consulting & Design of WMR and Associates, LLC Northpointe 11 Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 RECORD COPY Certificate of Authorization # 9177 Lake Mary, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders January 30, 2018 Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 Re: Thornbrooke, Lot 147 Framing Repair To Whom It May Concern: Based upon a phone call with Carrie Macleod with Taylor Morrison on 1/29/18, we have been asked to review the above mentioned project in regards to the First Floor Framing Plan [S4]. It was brought to our attention the above mentioned sheet inadvertently mislabeled the Family Room pocket slider header framing. The builder has requested review and repair comments for the above mentioned item. Per our review, the contractor shall follow the attached Partial First Floor Framing Plan [S4] addressing the corrected Family Room pocket slider header framing in lieu of the plan indicated [PS03/SD4] Header @ Pocket Slider. Based upon our structural review we certify that the above revision is adequate for the design loads of this project. If you have any questions about this letter please contact my office. Regards, Brian A. Danzis, P.E. Florida Lic. No..81262 1/30/2018 J'eN\!5\011 2tIB V\LDI/VG 5fr SANFORD 12•IB FpAR Page l of 3 1111111 Revie Pj , 0% VAC' SF•b• ''i 81439 0'• OF f O P .• NAL 111 rda ahlke, P.E. FNo. 81439 l 0/2018 MW 1- USE 2x8 SYP EDGER 11 11 11 11 11 11 11 11 11 11 TAYLOR MORRISON THORNBROOKE, LOT 147 PARTIAL FIRST FLOOR FRAMING PLAN SHEET [S4] PSO4 REV I W7i 77M 1= SIM- USE 2x8 SYPIII SIM- USE 2x8 SYP 2 LEDGER #2 LEDGER SEE ATTACHED REVISED HEADER @ POCKET* SLIDER DETAIL [PSO4/REV] TO ADDRESS THE CORRECT POCKET SLIDER HEADER FRAMING AS REQUIRED. 0%%11111111,11, `- LL m o d o ? x O • co • a O: rid 1 • ITI ate, till r t r Monta Consulting & Design of WMR and Associa es, LLC MASONRY BOND BE PER PLAN TYP. POCKET SGD ATTACHMENT BY BUILDER HEADER @ POCKET SLIDER PRE-ENGINEERED TRUSS AND CONNECTIONS PER PLAN TYP. IF PERPENDICULAR TRUSS INSTALLED ABOVE, FASTEN 2X8 #2 SYP TOP PLATE TO TRUSS W/ (2) 12d TOENAILS 2x8 SYP N2 P.T. VERTICAL @ 16" O.C. W/ EXT. SHEATHING PER NAILING SCHEDULE. FASTEN TOP PLATE TO VERTICAL STUDS W/ (4) 12d -NAILS HGAM10 TOP AND BOTTOM PLATE TO CMU WALL W/ 4)-1/4" X 1-1/2" SDS SCREWS & (4)-1/4" X 2-3/4" TAPCONS TO CMU @ 32" O.C. AND MIN 6" FROM ENDS. IF HEADER HEIGHT EXCEEDS 2'-0" ADD AN ADDITIONAL HGAM10 FROM CENTER OF EACH STUD TO CMU @ 32" O.C. MAX. 2x8 SYP #2 P.T. BOTTOM PLATE W/ (3) 12d NAILS @ EACH VERTICAL, EACH PLY. STAGGER NAILS AS REQUIRED. 1/2"=V-0 Page 3 of 3 IJAN 3 0 2018 Bryan E. Dahlke, P.E. FL Lic. NO. 81439 CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 4/10/18 Parcel Number . . . . . 21.19.30.510-0000-1470 Property Address . . . 436 RED ROSE LN SANFORD FL 32771 Subdivision Name . . . Legal Description . . . Property Zoning . . . . PUD Owner . . . . . . . . . TAYLOR MORRISON Contractor . . . . . . TAYLOR MORRISON 407 489-1475 Application number Description of work Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . 17-00002038 000 000 NEW SINGLE FAMILY HOME - DETACHED VB RESIDENTIAL USE GROUP NONE VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2014 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. DPSCRIPTION AS FURNISHED: Lot 147, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. NARCISSUS O.VVV AVENUE (RIW N 89058'38" E VARIES) 1,453 SO.l r 10' LANDSCAPE, WALL, FENCE, UTILITY EASEMENT Ila 50.00' 144 REC. 1/2" I.R. LANAI 400 REC. 1/2" I.R. ro 1`O N/A SOFT. I.D. 403 NO I.D. L 24 SOFT NO 68 5.00' I LANDSCAPE, WALL, FENCE EASEMENT g u7 p2. a• 4,3j+ j') SO r, I 431 S0.1-1 SOFT dy CLIENT NOT FIELD VERIFIED SOD = 3,221 SO. FT. ox lD 1 7. BEA %V$; ARE BASED ASSWED GNM AND ON AHE LIKE SHOWN AS BASE BEARING (9.9) 26.80' CONE. WALL WITH COLUMNS 26.80' BASE BEARING R ELEVATIONS, If SHOWN, ARE ILASEO ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OINDIWSE NOTED. A• DRAINAGEUTILITY LOT 147 S CLZC. CHAIN LINK FENCE vur- C/o VOOD FENCE RCONCRETEROCK 5.00' 40.0' SCALE I- 1' . 20' DRAWN 8Y: ••• P.C. P.T. 5.00' CERTIFIED BY:LL.TE ORDER NO. CONC.. DESCRIPTION RADIUS PLOT PUN 03-10-17 1052-17 0 CONE. REVISED PLOT PLAN 05-31-17 Ca Cin 15.0' c 13.2 c 11.8- REVISED PLOT PLAN 06-02-17 5.00' 7 140.0, NORTH 5.00' 8" RECESS FOR POCKET SLIDER W W O TWO REST ENCEY C\? O OOF.F.=24.90' LOT 99 v0 Cq e0 TRACT L EMERGENCY ACCESS O O U1 C/) 18.0' 5.00' COV'D. o BRICK Ati 18.0' i N BRICK WALK 5.00' 22.0' 16' BRICK 25.20 DR. 5.20' O+ I I 10' UTIL. ESMT. O1. 7 FF SET 5' CONC. WALK SET I.R. I.R. B.B.) N 89058' 50.00' V' 86.58'— - 0( PC) RED ROSE LANE1 A 50' R/W) TRACT I 1? UTILITY do ACCESS R/W Q° PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS V"t- PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 24.9' PROPOSED GRADE PER CONSTRUCTION PLAN LV/ - O.VVV V.,'I LIVING = 1,453 SO.l r GARAGE = 477 50rT ENTRY = 144 SO.rT LANAI 400 SO FT. BREEZEWAY= N/A SOFT. DRIVEWAY = 403 SO.r7. A/C PAD = 24 SOFT WALKWAY = 68 SO FI IMPERVIOUS= 49.5 2.969 SO r, SOD = I 431 S0.1-1 CRUSENME'YER—SCOTT Lac ASSOC, INC. — LAND SURVEYORS LEGEND - R/W = 550 SOFT. P• fI.P. PLATFIELDIRON PIPE APRON - 110 SO.Fr BUILDING SETBACKS: IRON ROD SIDEWALK = 250 50. FT FRONT 25' CONCRETE MONUMENT SOD = 190 50. F7. REAR 15' PROPOSED INFORMATION SHOWN IVIALA ESS1 3 ITIS SVRVLY WAS PREPARED FROM TITLE INFORMATION FURNISHED M THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS AREA 6550 SO FT SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 513 50. F7. SIDE CORNER a f0' AND/OR INSTRUCTIONS PER SIDEWALK - 318 SOFT DSL CLIENT NOT FIELD VERIFIED SOD = 3,221 SO. FT. CRUSENME'YER—SCOTT Lac ASSOC, INC. — LAND SURVEYORS LEGEND - LEGOND ' 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P• fI.P. PLATFIELDIRON PIPE PLA. TTP. PxC. POINT ON LINE TYPICALPOOROr REVOKE CURVATURE NOTES: 1. THE UNDDPSGNED DOES NFREHV CERTIFY THAT THIS SURVEY MEETS THE STANDARDS Of PRACTICE SET FORTH BY THE FLOR104 BDARD OF IR. IRON ROD f,L POINT Or COMPOUND CURVATURE PROFESSIONAL SUAMIORS AND ANPPERS IN CINPIER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATULS CA CONCRETE MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WON SURVEYOR'S SIGNATURE AND ORIGINAL RAGED SEA. THIS SURVEY MAP OR COPIES ARE NOT VAUO. SCT I.R. 1/2' IJLE ./RLI 4395 NVR'. ESS1 3 ITIS SVRVLY WAS PREPARED FROM TITLE INFORMATION FURNISHED M THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS RCC. P.D.R. RECOVERED POINT or BCGINMNG CALL VVIT1 POINT CALCULATED OR EASEMENTS THAT AFFECT IMS PROPOW. 4. NO uAl vw OUKD WPROVEMENT3 NAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. P.O.C. l POINT Or COMMENCEMENT CENTERLINE PAXri. PERMANENT REFERENCE MOWpoa FINISHED rLDOR ELEVATION 3. THIS SURKY S PREPARED FOR THE SONE BENEFIT Of THOSE CEMITIED M AND SHOULD NOT SE RELIED UPON BY ANY OTHER ENTITY. NLD MAIL 5 DISK DSL BUILDING SETBACK LINE 0 ORENSIONS SHOWN FOR THE LOCATION Of LUPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LNRS. R/v RIGHT-Or-vAY ox BCNCIROM 7. BEA %V$; ARE BASED ASSWED GNM AND ON AHE LIKE SHOWN AS BASE BEARING (9.9) ESMT. CASEMENT M. BASE BEARING R ELEVATIONS, If SHOWN, ARE ILASEO ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OINDIWSE NOTED. DRAINUTIL. DRAINAGEUTILITY 9. CERTIFICATE OF AUTHORIZATION No. 4398. CLZC. CHAIN LINK FENCE vur- C/o VOOD FENCERCONCRETE ROCK SCALE I- 1' . 20' DRAWN 8Y: ••• P.C. P.T. Po1NT or CURVATURE POINT Or TANGOCY CERTIFIED BY:LL.TE ORDER NO. DESC. R DESCRIPTION RADIUS PLOT PUN 03-10-17 1052-17 0 BEL1A 'TN REVISED PLOT PLAN 05-31-17 Ca Cin REVISED PLOT PLAN 06-02-17 BEARING NORTH y FORMBOARD FOUNDATION/ELM. 09-25-17 4177-17 I /L FINALIEIEVS. 0,3-07-18 1250-16 THIS BU/LDINCIPROPERTY DOES NOT UE WITHIN ATORSUSENI 4- - . THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'nRAN' R, R.L / 4714 ZONE '(" MAP / 12117C 0055 F. COTT, .LS 1 4801 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 0 3 b Documented Construction Value: S 15 n Job Address: h`` ry / )F 1 /) 5 ' o / Y 1 Historic District: Yes NX Parcel ID• Residential o Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move . Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Named r' Phone: 40`1 c0A9 -00 "-1'1 I Street: Qe7co L 1• A LI~ u e-0 k C Resident'of property?: X0 City, State Zip:. M- ±1Qm:x I Contractor Information: Name YYl t 1 !&AeIe i e mor., ; •+r Phone:- l a -ac Street: a 153 `e—^^ -r Fax: 4M S1 a - D I-11 City State Zip:_ 0j_j 0._xck 0 ri_ •_'5N*0q State License -No.: EC -00M may Name: Street: City., St, Zip: Architect/Engineer InforilhMion. Phone: Fax: -- E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING•TO.OWNBR: YOUR FAILURE.TO, RECORD. A NOTICE OF CONMgNCEKENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OP 'COMMENe& NT MUST 9.9. - RECOJVURDEDAYUS?ED ON °Y`119 )OB SH E IEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, 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. 10411ne 2 OL -11 w. t.. Ahm with the date of application and the code in effect as of thatdate: 51h Edition (2014) Florida Building Code f I b[OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 vitrification that I wi11 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 esUpermit mated cof the executed contract is required n mit aittal. A lueoof the j b at the time of submittal. in order to calculate a plan review charge and will be considered omit is issued, in The actual construction value will be figured based -on the current ICC Valuation Table in effect at the time the paccordancewithlocalordinance. 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: Y certify that all of the foregoing information is accurate and that all work will be done incompliance with all applicable laws regulating• construction and zoning. • Signature of Ownar/Agent Date Print owncr/Agent's Name Signaturo of Nobry State ofFlorids • Okte Owner/Agent is Personally Known "to Me or Produced ID Type of ID A 101 Sit natureofCoMractor/A ant - Date Hyl a ]fe__N 1 rlr flA/ Print Corr raoto AAgcnV3 Name 7 Signat of??Ca Sft. of Florid Dat WREN HUGHES f;*~ Notary Public: State of Florida t:ommisslon a GG069888 My Comm Expires Mar 266 2021 ew.&d augl+NriionllN >n to Me or Contra Produced fDType of ID _— BELOW IS FOR OFFICE USE ONLY Permits Required•- Building Electricals • mechanical PluunbingQ Gas Roof Occupancy Use: ' Flood. Zone: !1_ Construction Type: . Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:_--, L''t Jal G _ Plumbin # of Firtnres New Construction: Electric - # of Amps D g" Fire Alarm Permit: Yes Q No. Fiire Sprinkler Permit: des No # offloads - — -: .. :... _ ZONING-` APPROVALS: - WASTE WATER: • , . ENGWEERING' FIRE' BUILDING: COMMENTS: '