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383, 379, 375, 371, 367 Misty Grove Ln 17-2183; NEW SFH TOWNHOME UNIT1- L CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 7 8 3 Rt S 1 " C roc_ LQ, v_r Historic District: Yes No Parcel ED: 2 7-19-30-40(-0000-MI 0 Residential I, Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE LOT NUMBER: I aT Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da hne PermitsPermitsPerm its.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 4 City, State Zip: MAITLAND FL 32751 rN Resident of property? : Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA T Street: 151 SOUTHHALL LANE # 200 Phone: 407- 257-6940 Fax: NO City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itect/ Eng 1 neer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: _ E- mail: Mortgage Lender: _ N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code N Revised: June 30, 20I S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien I.aw, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A'Ar °t'4t D. A. CLARK MY COMMISSION I FF 209108 EXPIRES: June 27, 2019 d'•+ rF Bonded hru 8•.'^ct't •' • •Services Owner/Agent is yFg Personall`y Known to Me or Produced ID N/A Type of ID e:&Z !: 7/ Si ature of Contractor/Agent Date I JOHN ASA WRIGFiT Print Contractor/A I Signature olgrgi ry-State of Florida INIC ro x Pu° D. A CLARK MY COMMISSION I FF 20910a EXPIRES: June 27, 201 Contractor/Agent is YES-06sod2(4Tt i41F wwtpssW. or Produced ID NI_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q Electrical® Mechanical© Plumbing Gas[] Roof Construction Type:yg Occupancy Use: 23 Flood Zone: (-Sac Total Sq Ft of Bldg: 2L 2 1 Min. Occupancy Load: 1 `i # of Stories:-2- New Construction: Electric - # of Amps ISO Plumbing - # of Fixtures 19 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 0/1'7 UTILITIES ENGINEERING:4ArC. i Z5'11 FIRE: Fire Alarm Permit: Yes No d?'/ '- /g 0 WASTE WATER: COMMENTS: Ok to construct townhome with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUILDING: Jr 1-6- t7 Revised- June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-2183 thru 17-2187 Address: 367 - 383 Mistv Grove Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 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: 383 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-1980 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) O 'FIC AL US ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2183 Reviewed by: Michael Cash, CFM Date: July 25, 2017 O R %0,,, www..'nfordn.gov Application for Right -of -Way Use for Driveway, Walkway & Landscape Department of Planning & Development Services 300 North Park Avenue. Sanford, Florida 32771 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 dearly Identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. 15- Zor l q RroCallbebelow. callfwtore,oudl4 1. Project Location/Address: 2. Proposed Activity: Driveway Walkway MOther: 3. Schedule of Work: Start Date C / r, I , cCoomplpletion Date Emergency Repairs 4. Brief Description of Work: ,^!y`A7 AM N.+t/ Q54 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 right-of-way adjacent thereto. Requester may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stommeter facilities, or any general maintenance activities by the City becomes in conflict with the above permitted acthAty, the permittee shall remove, relocate arWMr 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 rightof-way to its previous condition, the City shall, after appropriate notioe, restore the area to Its previous condition at the Requestoes expense and. If necessary, rde a Gen on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requester agrees to defend, indemnify, and hold harmless the City, its councilpersons, 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 atlomeyys 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 Cltys nght-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: ?— I / 0 This permit shall be posted on the site during construction. Please call 407.688.6080. ExL 640124 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: ROW Use Ody way.pdf SCPA Parcel View: 27-19-30-506-0000-1980 http://parce idetai i.scpaf .org/Parce i Detai l l n fo.aspx? PI D=2719305060... 1 of 2 Property Record Card Igh P Parcel: 27-19-30-508-0000.1980 11ttLJJ—ii Owner. TAYLOR MORRISON OF FL INC SVO Roourm aaa Property Address: 383 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 27-19-30.506-0000.1980 Owner TAYLOR MORRISON OF FL INC Property Address 383 MISTY GROVE LN SANFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASES Tax District St-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 2.33 22 22 22 22.3 O O O co N O CO d Cod cop tn rn Legal Description I LOT 198 THORNBROOKE PHASE 5 l PB 81 PGS 68 8 69 Taxes N 195 95 N 196 95 w 197 95 W TRACT D Seminole County GIS IN 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 18,300 0 Land Value Ag 0 JustlMarket Value " 18.300 0 Portability Adj 0 Save Our Homes Adj 0 0 Amendment 1 Adj 9.667 0 PSG Adj SO 0 Assessed Value 8.633 0 Tax Amount without SOH: $0.00 2016 Tax 9411 Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 8.633 0 8.633 Schools 18.300 0 18,300 City Sanford 8.633 0 8,633 SJWM(Saint Johns Water Management) 8,633 0 8,633 County Bonds 8.633 0 8,633 Sales - - -- - - - - - - - Description Date Book Page Amount Qualified VacAmp No Sales Find Comparable Sales, Land - - -- - --- Method Frontage Depth Units Unrts Price Land Value LOT 1 18,300.00 Building Information Permits Permit 0 Description Agency Amount CO Date Permit Date 18,300 7/ 18/ 17, 11:48 AM SUBDIVISION: Job Address: Parcel rD: Type of Work: New Description of Norte: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: SA Documented Construction Value: $ W 1 C4e, Historic District: Yes No i q csidential 0Commercial Addition Alteration Repair Demo Change of Use[] Move EW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name L" Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Arch itect/EngIneer Information Phone: Fax: E-mail: Mortgage Leader: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUL"1' 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 he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed wills the date of application wad llte code in effect as of that dale:.5t" Ediliun (2014) Florida Building Code Revised: June 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 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 or submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Omer/Agent Date Signature ofCont' for/Agent to Print Owner/Agent's Name Print Cnnt for/Ag v,is ' t JS'AN' Signature of Notary -State of Florida Date Signature of Notary -State cif Florida Date EXPIRES GEORGIA JUNE 8.2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to -IN 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: Total Sq Ft of Bldg: Vain. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 10. 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000560 BUILDING PERMIT NUMBER: 17-10000560 DATE: August 17, 2017 Ij-.t/k3 a`7a,oss- UNIT ADDRESS: MISTY GROVE IN 383 27-19-30-506-0000-1980 TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: TRACT: SUBDIVISION: 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 5 LOT TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3 MISTYTOWNNOE LANE THORNBROOKE PH 5 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS Condominium CO -WIDE ORD 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS Condominium* N/A 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY * Condominium CO -WIDE ORD 54.00 1.000 dwl unit 54.00 SCHOOLS Multifamily CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PA N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT SIGNATURE: RECEIVED BY: PLEASE PRINT NAME) DATE: NOTE TO ENSURE TIMELYVPAYMSENTNMAYRR$SULTIIINN YOURALIABILITYNFORFTHEWFEE. * D** DISTRIBUTION: 2-FINANCE4-LAND4-LANDIMANAGEMENTNOTE** I{ SEMINOLEACOUNTYIROAD, FIRE/_RESCUEIS , LIBRARY ANEMENT D/OREEDUCATIONNAL UNDER THE ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T STREET, SANFORD FL, 32771; 407-665-7356. Ol- I PA 1L 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 L AND SHOULD REFERENCE THE COUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Parcel ID Number;V-19-30-6-e4-0000-1480 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 6 COMPTROLLER SK 8965 Ps 1510 QPss) CLERK'S A 2017078693 RECORDED 08/03/2017 03:22:15 PM RECORDING FEES $10.00 RECORDED BY tsmith 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. I. Description of property : LOT 1 19 r Legal Description : Thornbrooke Phase 6, , according to the plat thereof, as recorded in Plat Book_1 Pageig- f the public records of Seminole County, Florida. Addresses 16 4Ll CKG VL L.A. Ps Sanford FL 2. General description of improvements : Single Family Home 3. 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(1)(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 1, 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. 411. Date Signed : ?S / Signature of Owner's Agent: fiTin Asa Wright aylor Morrison of Flori . r ,, Sworn to and subscribed before me this by J t11v'A;S' V+Wi fight, ho i onally known to me. Notary Public DA Clark o't 0 `d°j=-;r•° My commission expires.:('1E- Serial No. FF 2091080E t'E`OthQ1 at p ignature: P ' ry seal: Deb U CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i —) —cZ I o 4- Documented Construction Value: S Job Address: _ 31q KISf1 91K^00. L44%A— Historic District: Yes No Parcel ID: 2 7-19-30-500-0000-149 0 Residential R Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE 5>>5LOT NUMBER: lq q Plan Review Contact Person: Daphne Clark Title: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 ro.• tt-n'- 11 in, mtl • 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 City, State Zip: MAITLAND FL 32751 Fax: State License No.: CBC1257462 Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E- mail: Mortgage Lender: N/A Address: ,\ WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has X\ commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructionin this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 153 FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: Th Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4 " S• atureofOwner/Agent Date TAYLOR MORRISON OF FLOO& INC Print Owner/Agent's Name Signature of Notary -Stave -12 d Date 1.42 At S tature of Contractor/Agent '10Date 7 JOHN ASA W G Print Contractor/A n Signature of Notary -State of Florida rD. p WIRY, you!;: •:w°, D. A.td,ARK MY C,O&ISSIOy I FF 200919 * MY COMMISSION I FF 209108 EXPIRES: June 21, t anaet EXPIRES: June 27, 2019 Bondedt rv8uret oury @r! jFo E09ded11r OW28\o7rvice:v;sr. Owner/Agent is y Arsonally Known to Me or Contractor/Agent is -vs Personally Known to Me or Produced ID N/A 'I'ype of ID Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building o Electrical [?l Mechanical© PlumbingEl Gas[] Roof Construction Type: -/b Occupancy Use: R3 Flood Zone: X_ $ Total Sq Ft of Bldg: 2 33 Min. Occupancy Load: 12 # of Stories: Z New Construction: Electric - # of Amps ISD Plumbing - # of Fixtures l9 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: Ah-Of /1'7 ?UTILITIES: W%91% WASTE WATER: ENGINEERING: *%ttr 1-25"I1 FIRE: COMMENTS: Ok to construct townhome with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUILDING: SF 4.6- 17 Revised. June 30, 2013 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-2183 thru 17-2187 Address: 367 - 383 Misty Grove Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 P'en%inw 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: 379 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-1990 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) O'FICI L US• ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-2184 Reviewed by: Michael Cash, CFM Date: July 25, 2017 13 P,t. o O Application for Right -of -Way Use for Driveway, Walkway & Landscape 1 , Department of Planning & Development Services1877 300 North Park Avenue. Sanford, Florida 32771wwwaeMor4rLgm 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 oof/the eexiissUng rig/ht-0f-w/a y and use shall be provided or application could be delayed. z/M/JV I O G GV/ /Q I Reo..tEeloa. Glleetanioudla 1. Project Location/Address: 7 I'{4s 1. irQ 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: ^WAXv Me NAl &09 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 right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installatioMmprovement fully restoring the rightof-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 permittes shag remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are In the public rightof-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to Its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file alien on the Requestor s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its ooundxpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penallies, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of arty 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 Clty' s right-of-way. - I have read and understand the above statement and by signing this application 1 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: 7-19- / This permit shall be posted on the site during construction. Please call 407.688.6080, ExL 6401.24 hours In advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: ROW Use DMewoy pof 0. SCPA Parcel View: 27-19-30-506-0000-1990 http://parceidetaii.scpaf.org/ParceiDetailinfo.aspx?PI D=2719305060... Property Record Card CIA P IP RAISER Parcel: 27-19-30-506-0000-1990 Owner. TAYLOR MORRISON OF FL INC s..+o aoo v,aora Property Address: 379 MISTY GROVE LN SANFORD. FL 32771 Parcel Information Parcel 27-19.30-506-0000-1990 Owner TAYLOR MORRISON OF FL INC Property Address 379 MISTY GROVE LN SANFORD, FL 32771 Meiling 151 SOUTHALL LN STE 200 MAITLAND, FL 32761 Subdivision Name THORNSROOKE PHASE 5 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Summary 2017 Working 12016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 18.300 0 Land Value Ag 0 Just/Market Value •• 18.300 0 Portability Adj 0 Save Our omes Adi3I + 22.33 22 22 22 22.33 Hso N 19 5 Amendment 1 Adj $9.667 - 0 J— N IV IV" _PSG Adj _so o O O O (D (D N 196 Assessed Value - -- $8.633 - — 0 -- - - N O 00 N Tex Amount without SOH: $0.00 l N w 197 2018 Tax Bill Amount $0.00 Tax Estimator w Save Our Homes Savings: $0.00 TRACTD • Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description - - LOT 199 THORNBROOKE PHASE 5 t PS 81 PGS 68 6 69 _--- Taxes - - - - ----- - - - Taxing Authority Assessment Value l Exempt Values I Taxable Value County General Fund 8.633 0 58.633 Schools 18.300 0 18.300 City Sanford - - -- - 8.633 ---- - -- 0 - - 8.633 {I SJWM( Saint Johns Water Management) 8.633 0 8.633 County Bonds 8.633 0 8.633 Sales --- - - - - - - - - -- - - - - OescAption Date Book Page Amount Qualified vac/Imp No Sales f] L Find Comparable Soles Land I I Permits Permit p Description Agency Amount CO Date Permit Date I of2 7/18/17, 11:49AM Method Frontage Depth Units Units Pri Building Information I oe Land Value LOT 1 18,300.00 18,300 l-a-ie- COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000561 BUILDING PERMIT NUMBER: 17-10000561 DATE: August 17, 2017 d3 3l I UNIT ADDRESS: MISTY GROVE LN 379 27-19-30-506-0000-1990 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 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 379 MISTY GROVE LANE THORNBROOKE PH 5 LOT 199 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS Condominium* CO -WIDE ORD 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS Condominium* N/A 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY Condominium* CO -WIDE ORD 54.00 1.000 dwl unit 54.00 SCHOOLS Multifamily CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PA N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORYIAPPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** Ij SEMINOLEACOUNTYIROAD, FIRE/RESCUE, LIBRARAND/OR OF EEDUCATIONNALL THE ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVEBUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TH9 REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. SUBDIVISION:I / ' f' COOT 0 k N / CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: y Documented Construction Value: $ .C592rJ Ir `- X U i.Q Job Address: Je. Historic District: Yes No I'arcel FD: S Residential p] Commercial Type of Work: New 4 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Platt Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Y' V Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (7701941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Fax: (770) 941-9522 State License No.: CFC1426562 Arch itect/EngIneer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE Of,' COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and stir conditioners, etc. FBC 105.3 Shall he inscribed with the date of application and the code in effect as of that dale: 5i° Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application L NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713. The City of Sanlord requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. signature of Owner/Agent Date Signature of Contra or/Agent to y ttuuwunur Print Outer/Agent's Nante Print Contractor/Age Cs Name ``SpN ``S 0T.4Ry Signature of Notary -state of Florida Date ature of otary-State of Florida Date = EXPIRESES JUNE 8.2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to I Produced ID Type of ID Produced ID Type of (D 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 Parcel ID Number:9?•19-30- SUG-0000- 14?0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. GRANT MALOYP SEMINOLE COUNTY CLERY. OF CIRCUIT COURT & COMPTROLLER BK 8965 P9 1511 QP9s) CLERK'S 4 2017078694 RECORDED 08/03/2017 03:22:15 PM RECORDING FEES $10.00 RECORDED BY tsmith 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 Commencyment. I. Description of property : LOT 1at Legal Description : Thornbrooke Phase F_, according to the plat thereof, as recorded in Plat Book 8t Page Afthe public records of Seminole County, Florida. Addresses : 3 TT GIMS C V-&Ve— 4 taR Sanford Fl. 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, 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 : `'f/e7 Signature of Owner's Agent n Asa Wright aylor Morrison of Florida Its ,t'ii. OR Sworn to and subscribed before me this by John Asa Wright who ' rsonally known to me. Notary Public DA Clark k`pt ;° My commission expires: 6/27/19 1t n Serial No. FF 209108 Upt' jtCO tar+y. gnature: glttry seal: SEM NO Iv7 rt CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION t aApplicationNo: J — 1 0S Documented Construction Value: $ Job Address: ? S li" < < S j 6 Y!M LAP -AL Historic District: Yes No Parcel ID: 21-19-30- 5'0l.-0000-A& 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE LOT NUMBER: a?dU Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 ot1-(il'- 11 '- II '- 11 Phone: 407-629-0077 Resident of property? : Contractor Information Is Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA i N Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: NO City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF M 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: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. lloelk, C= 7SILureofOwner/Agent Date TAYLOR MORRISON OF FLO A IN Print Owner/Agent's Name IqSignatureofNotary -State of Date 4 PO4t 0. A. CLAW COMMISSION a FF 209108 ef MY EXPIRES: Jere V. 2019 eQthtuB'dtlotary5ctru'a Owner/Agent is YFg Personafny Known to Me or Produced ID N/A Type of ID 7 us 0. A. CLARK o * MY COMMISSION 0 FF 209108 EXPIRES: June 27, 2019 rg`O Baled Rlru eud c: Ncury SeMdl! Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 2f Electrical M Mechanical© Plumbing[ff Gas Roof Construction Type: Occupancy Use: CL'S Flood Zone: k-45 Total Sq Ft of Bldg: Z jr Min. Occupancy Load: 1 Z # of Stories: Z J9 TTq{I New Construction: Electric - # of Amps ) S5-0 Fire Sprinkler Permit: Yes No # of Heads Plumbing - # of Fixtures 19 Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 39'S% WASTE WATER: COMMENTS: ENGINEERING: LTG. ?-2541 I; IRE: Ok to construct townhome with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUILDING: q• /7/7 Revised: June 30.2015 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-2183 thru 17-2187 Address: 367 - 383 Mistv Grove Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof D In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PL'YM.BI.NG PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 PW O Ib 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: 375 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2000 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: E 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) OFFICI 1L USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway, The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-2185 Reviewed by: Michael Cash, CFM Date: July 25, 2017 a r 1 C O . Application for Right -of -Way Use for Driveway, Walkway & Landscape LO 7 1 Oq Department of Planning & Development Services Io 300 North Park Avenue. Sanford. Florida 32771wwwaenroMll.gov 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. , MI B&QAF O+-166 frno..br+betow. caueefor.raadla 1. Project Location/Address: 2. Proposed Activity: 16 Driveway Walkway 11 Other. 3. Schedule of Work: Start Date / Completion Date El Emergency Repairs 4. Brief Description of Work: iWIMVA 7 MC A14W &9.9 This application is submitted by. Property Owner Signature: 0 ilirt rfJL Print Name: / 1/ti/ K /7AMIJAW MI&S Date: I —/ Maintenance Responsibilities/Indemnification The Requestor, and his sucoessom and assigns, shall be responsible for perpetual maintenance of the impnrvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of dghtofwmy adjacent thereto. Requestor may, with written City authorization, remove said installationliimprovement 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 pennittee shag remove, rebcate andfor repair as necessary at no cost to the City of Sanford Insofar as such facilities are In the public dghtof-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and. If necessary, rile a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnity, and hold harmless the City, its counalpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, sprits, 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 Clty's right-ol-my. I have read and understand the above statement and by signing this application 1 agree to its terms. 1 hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: 7 lQrl7 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: ROW Us* Ddv woy.pdf SCPA Parcel View: 27-19-30-506-0000-2000 http://parceidetaii.scpafl.org/ParcelDetailinfo.aspx?PI D=2719305060... ProrArtV Record Card pp Parcel: 27-19-30-506-0000-2000 Owner. TAYLOR MORRISON OF FL INC sc o`uoounv, Property Address: 375 MISTY GROVE LN SANFORD. FL 32771 Parcel Information Parcel 27-19-30-506-0000-2000 Owner TAYLOR MORRISON OF FL INC Property Address 375 MISTY GROVE LN SANFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 5 Value Summary 2017 VWrking 2016 Certified Values Values Valuation Method Cost/Market 1 Cost/Market Number of Buildings I 0 .0 Depreciated Bldg Value - - - - 0 - - Depreciated EXFT Value .0 Land Value (Market) $18.300 0 Land Value Ag 0 Just/Market Value •• $18,300 0 Portability Adj - 0 1 Save Our Homes Adj $0 0 Amendment 1 Adj $9.667 0 P&G Adj s0 Assessed Value $8.633 0 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description - - — - - - LOT 200 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 - - — - Taxes Taxing Authority Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description - - — - - - LOT 200 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 - - — - Taxes Taxing Authority Assessment Value Exempt Values I Taxable Value County General Fund 8.633 0 8.633 Schools 18.300 - 0 18,300 City Sanford 8,633 s0 8.633 SJWM(Saint Johns Water Management) 8,633 0 8.6113 County Bonds 8,633 s0 8.633 Description Date Book Page Amount Qualified Vactimp No Sales Flnd Comparable Sales Land Method Frontage Depth Building Information Permits Permit p - Descr I of 2 Units Lend Value 1 $18,300.00 $18,300 Agency Amount CO Date Permit Date 7/18/17, 11:50 AM COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000562 BUILDING PERMIT NUMBER: 17-10000562 DATE: August 17, 2017 UNIT ADDRESS: MISTY GROVE LN 375 27-19-30-506-0000-2000 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 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 375 MISTY GROVE LANE THORNBROOKE PH 5 LOT 200 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS Condominium* CO -WIDE ORD 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS Condominium* N/A 00 000 dwl unit 00 FI N/A 00 LIBRARY Condominium* CO -WIDE ORD 54.00 1.000 dwl unit 54.00 SCHOOLS multifamily CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PA N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUB 2,883.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY[APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TI{IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GGOOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER` AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 1'OP 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. 11111111111111111111111111111111 lilt loaf MAN Parcel I D Number:27-19-30- S D!o -0000- 20 0 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Flothda. County of Seminole. GRANT MALOYv SEMINOLE COUNTYCLERKOFCIRCUITCOURTLCOMPTROLLER BK 8965 P9 1512 QP9s) CLERK'S A 2017079695 RECORDED 08/03/2017 03:22:15 Pit RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property , LOT ROO Legal Description: Thornbrooke Phases according to the plat thereof, as recorded in Plat Book $/ Pagelyd49of the public records of Seminole County, Florida. Addresses : 1 76 M (S T `7 4 relet ' Q `"' Sanford FL 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 4. Fee Simple Title Holder : N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, 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 M3A3, 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 : 8 t l 1 Signature of Owner's Agent: n Asa Wright 11raylor Morrison of Florida Sworn to and subscribed before me this by John Asa Wcjght ho 's personally known to me. Notary Public DA Clark My commission expires: 6/27/19 GPI N Serial No. FF 209108 20EE Cv6y `°pA O _ e: ,,`°:' ° s V « A SUBDIVISION. 7- 7 IbiI 6- z 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: %' ro C, Documented Construction Value: S rjg-ate 4!0 x,( OS i lob Address: Historic District: Yes No Parcel ID: 1 v U Residential Commercial Type of Work: New 0Addition Alteration rl Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Pltone: Fax: Email: Title: Property Owner Information NanPhone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Pltone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON. GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: ( 770) 941-9522 State License No.: CFC1426562 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEMEN"I' 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 ac indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with floe date of application and tote code in effect as or that date: 5'6 Edition (2014) Florida Building Code Revised: June.10. 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 I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of plan review fee at the time ofpermit submittal. A copy ofthe 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 ellect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Cont oar/AMgent to Print (timer/Agent's Nemc ;Print Cnnwctor/ gent's Name SAN Signature ofNotary-State or Florida Date tature of Notary -State of Flnrida Date $ EXPIPES GEORGIA JUNE 8, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Know6 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: Total Sq Ft of Bldg: Mitt. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alartn Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application lV) 01% CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONIDJULUL162017 Application No: BY. Documented Construction Value: S 2 5 a q 19.00 Job Address: 311 µtS{-Lf A 8'oye- L&4-k Historic District: Yes No Parcel ED: 27-19-30- fO(P-0000-,20/ 0 . Residential () Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE LOT NUMBER: ,;ZO / Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: 11-n'' 11 '- 11 M XTrl1 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Fax: State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: N/A Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. \ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. e=-A( t. S/illatureofOwner/Agent / I at TAYLOR MORRISONOff LORIDA INC Print Owner/Agent's Na if Signature of Notaf Florida Date la ry- o o1 Y Pb D. A. CIA 209108MYCOMMISSION EXPIRES: Junco ryl2orim P Bt- ftdmru8od5e; Owner/Agent is YES Person Ay nown to Me or Produced ID N/A Type of ID 6 7 gnawre of Contractor/Agent Date JOHN ASA WRIC7K Print Contractor me 7 c Stgnat of ry-State of Florida Date t'sr P.,¢'o D. A. CLARK MY COMMISSION 0 FF 209108 EXPIRES: June 27, 2019 f+rg r 40'Of BondedThru Budget No ry.onk" Contractor/Agent is 79S Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical© Mechanical [3 Plumbing ff Gas Roof Construction Type: yPj Occupancy Use: t23 Total Sq Ft of Bldg: 2 3 3 ( Min. Occupancy Load: 1 Z Flood Zone: X- 5 E ATTCA440 of Stories: 7— New Construction: Electric - # of Amps 150 Plumbing - # of Fixtures Iq Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: "ZONING: 29 %UTILITIES: lel-3 9"/ WASTE WATER: ENGINEERING: VA- rt-1-7.5'17 FIRE: COMMENTS: BUILDING: 5F ? 6./"7 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-2183 thru 17-2187 Address: 367 - 383 Misty Grove Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final L I I MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 o 187,= 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: 371 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2010 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: AN New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2186 Reviewed by: Michael Cash, CFM Date: July 25, 2017 a 1 e 0 0 . Application for Right -of -Way Use for Driveway, Walkway & Landscape LO R I Oq Department of Planning & Development Services 1877 300 North Park Avenue. Sanford. Florida 32771www.amomn.aov 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 dearly Identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Is//rYLJI 1t/O GPI , Call bemisps4 a 1. Project Location/Address: 1 S -1 i, ov-e_ 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date cC oomplpletion Date Emergency Repairs a^^W4. Brief Description of Work: WAv #4c'' Me slit, i Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shag include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said instailation improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stomtwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are In the public rightof-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and. if necessary, file a Gen on he Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnity, and hold harmless he City, its oourdlpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, writs, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and he costs and expenses incident thereto (including costs of defense, setgeme% and reasonable attorney's 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 City's rightol- ray. 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: /—I F-J'% This permit shall be posted on the site during construction. Please call 407.688.6080, ExL 6401.24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: September 2010 ROW We Orkv"y.pdf 0. SCPA Parcel View: 27-19-30-506-0000-2010 http://parceidetail.scpaf .orgtParcelDetailInfo.aspx?PI D=2719305060... Property Record Card f—wjAM„ Parcel: 27-19-3o-5as-0000•2oto — I& a Owner. TAYLOR MORRISON OF FL INC ezr conunv ncrProperty Address: 371 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Parcel 27-19-30-506-0000-2010 Owner TAYLOR MORRISON OF FL INC Property Address 371 MISTY GROVE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASES Tax District S1-SANFORD DOR Use Code 00•VACANT RESIDENTIAL Exemptions 2 + 2 22.33 22.33 22 22 22 22.33 N IV N N N O O O 0 0 jNNOO00W t71AZnZnZnCZAZACZ11Legal Description LOT 201 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Taxing Authority County General Fund Schools City Sanford j SJWM(Saint Johns Water Management) County Bonds Sales Seminole County Assessment Value Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 Depredated EXFT Value 0 Land Value (Market) 18.300 0 Land Value Ag 0 Just/ Market Value •• 18,300 0 Portability Adj 0 Save Our Homes Adj s0 0 Amendment 1 Adj 9.667 0 P& G Adj 0 0 Assessed Value 8.633 0 Tax Amount without SOH: 0.00 2016 Tex Bill Amount 0.00 Tax Estimator Save Our Homes Savings: 0.00 Does NOT INCLUDE Non Ad Valorem Assessments Exempt Values Taxable Value 8, 633 0 8.633 18. 300 0 18.300 8. 633 s0 8.633 I 8, 633 0 8.633 8. 633 0 8.633 Description Date Book Page Amount Qualified Varllmp No Sales 1Find Comparable Sales t---- -- --- -- --- Land Method Frontage Depth Units Units Price Land Value LOT 1 $18,300 00 $18,300 Building Information Permits Permit # Desuiption Agency Amount CO Dam Permit Date I i I of 2 7/18/17, 11:50 AM COUNTY OF SEMINOLE IMPACT FEE STATEMENT 1-al k 6 STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000563 BUILDING PERMIT NUMBER: 17-10000563 DATE: August 17, 2017 d 7 a. 9 V 4 UNIT ADDRESS: MISTY GROVE LN 371 27-19-30-506-0000-2010 _0k ' T 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 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 371 MISTY GROVE LANE THORNBROOKE PH 5 LOT 201 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS Condominium* CO -WIDE ORD 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS Condominium* N/A 00 000 dwl unit 00 FIRESCUE N/A 00 LIBRARY Condominium* CO - WIDE ORD 54. 00 1.000 dwl unit 54.00 SCHOOLS Multifamily CO - WIDE ORD 2, 450.00 1.000 dwl unit 2,450.00 PA N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY[APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT NOTE** TTFFJJ SEMINOLAREECOUNTY ROAD, FIRE/RESCUEA LIBTRARYNAND/OREEDUCATIONDUE NAALL THE ISSUANCE OF A BUILDING PERRMMIT. 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. TH9 REQUEST FOR REVIEW MUST MEET THE RE UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'f'OP 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. Illllll illll II11! IIIII dllld Illld dill Ildl Parcel 1 D Number: j- 19-30- k(e -DODO- #%1 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. GRANT MALOYt SEMINOLE COUNTY CLERK OF CIRCUIT COURT 6 COMPTROLLER BK 8965 Pe 1513 QP9s) CLERK'S 4 2017078696 RECORDED 08/03/2017 03:22:15 PM RECORDING FEES $10.00 RECORDED BY tsmith State of Florida. County of Seminole. r The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT ZI Legal Description: Thornbrooke Phase according to the plat thereof, as recorded in Plat Book 8/ Page4Mof the public records of Seminole County, Florida. Addresses : 37 ( 'll S s f1. = L Q k'e' Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, 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: 4. lZ _ ein Asa Wright a!ylor Morrison of Florida, Sworn to and subscribed before me this by John -Asa -Wright who is p nally known to me. cA 1PN F RO` a•;. r AXA/ O• 1 Notary Public DA Clarks, V G , ,, = 5, oew Serial No. My ' FF 209108GQ P OFF rssionexpires: ignature: vauk t @' pOATEO C. O ELO SE roo LT• CITY OF SANFORD ! BUILDING & FIRE PREVENTION i PERMIT APPLICATION j Q Application No: ` I -- V Documented Construction Value: $ Job Address: -311 rYl 15 \,L 0 Historic District: Yes No Parcel ID: U ! ) S Residential Commercial 111 Type of Work: New LA Addition Alteration n Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Title: T Property Owner Information Name 1 f J Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A'I-I'ORNEY BEFORE RECORDING: YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that it separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, healers, tanks, turd air conditioners, etc. FBC 105.3 Slwll be inscribed with the date of application and the code in effect as of Iltal dole: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictiouts 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 notity the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of fhvnet/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID I Signature ofCun c(or/Agent to Print Co actor/ ge is Nome p t dpuuttuWgtq i o a S sAry oTARSignatureofNotary -State of Florida Date + EXPIRES GEORGIA n JUNE 8, 2020n Contractor/Agent is Personally Known cfr 1° LL CCv Produced ID Type of ID r 1 11 tt1111" BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Mitt. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No[] UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2013 Permit Applictnion CITY OF SANFORD BUILDING & FIRE PREVENTION IJ 9, PERMIT APPLICATION JUL 182017 7 0 1-7iApplicationNo: l Documented Construction Value: $ Job Address: 3(oi µ,let Stove- LA>~..t Historic District: Yes El No Parcel ID: 21-19-30-6oX-0000-:;W 0 Residential [R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME LINIT - THORNEBROOK pHASF LOT NUMBER : o'0 ;L- Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: ell- ( k7II '- II 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Name: Street: City, St, Zip: Bonding Company: N/A Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has ^• commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction ' in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application V ' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 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. of Owner/Agent Date Vinature of ntractor/Agent Date TAYLOR MORRISON OF IDA INC JOHN ASA WRIGK Print Owner/Agent's Name Print Contractor/Agent's Nat Signature of Notary -State o144orida Date Signature of Notary- ate of Florida Date Ptr RKvpokD. A ClA r MY COMMISSION t FF 209108 *`" • v&OV , D. A CLARK EXPIRES: June 27, 2019 ti * MY COMMISSION t FF 209108 go,dedmro BudgetNattry SeN' EXPIRES: June 27, 2019J jeorvv I& r d-' Bonded TAN 3t*el NotarySere% Owner/ Agent is YFS Personally Known to Me or Contractor/Agent TIES Personally Known to Me or Produced ID N/A Type of ID Produced ID NIA — Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building n Electrical [Q Mechanical [f Plumbingk[ Gas Roof Construction Type: 11t7 Occupancy Use: R3 Flood Zone: C ZCL- kryb4 0 Total Sq Ft of Bldg: Z 6 Z 1 Min. Occupancy Load: 14 # of Stories: - - New Construction: Electric - # of Amps I `570 Plumbing - # of Fixtures 113 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ' ZONING:91/ 1 B 2 l UTILITIES: WASTEWATER: ENGINEERING: 0-, -2,5-k1FIRE: COMMENTS: Ok to construct townhome with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUILDING: ' W 4 6-i7 Revised: June 30, 2015 Pernut Application O LJ 18 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 367 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2020 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) OF 'ILIA S ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain [—]floodway The structure is in the: floodplain [:]floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-2187 Reviewed by: Michael Cash, CFM Date: July 25, 2017 Application for Right -of -Way Use for Driveway, Walkway & LandscapeeP,_0 R ID11 -1877 — Department of Planning & Development Services wwwaaMendn. gov 300 North Park Avenue. Sanford, Florida 32771 Phone, 407.688.5140 Fax: 407.688.6141 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 e 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 dearly Identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. 11ffiXV W GAN V10a-Z6 ;k-Call bsto yen dla 1. Project Location/Address: 316001 µL5 VVe_Ue_ 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date t' Completion Date El Emergency Repairs QR 4. Brief Description of Work: WWAV AM A18V &M This application is submiiittteJd/ by. /f pp ! I (, /. owner SigPronature: ' y Print Name: AYaf— f7(/WAhPn/ h*1A J Address: ISI MaVYRA& 44AWA M AW R, fff'V Phone: 40-217.6%0 Fax- 614=1 iJS691MiibkM1MQVDate: '70111f,'11 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 right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installatbMmprovement fully restoring the fight -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 penmittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are In the public rightot-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the rightof-way to its previous eorx1ition, 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 Requestoes property to recover costs of restoration. To the fullest extent permitted by taw, Requestor agrees to defend, indemnity, and hold harmless the City, its counalpersons, 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 to any fashion from or arising directly or Indirectly out of or connected with the use of the City' s right-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: 1 g l? This permit shall be posted on the site during construction. Please call 407.688.5080. Ext. 6401.24 hours In advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: septemoer 2oto ROW Us* OrMway.pdf SCPA Parcel View: 27-19-30-506-0000-2020 http://parceidetai i.scpaf .org/Parce i Detai l i n fo.aspx? PI D=2719305060... Prot3erty Rocord Card P— Parcel: 27-19-30S06-0000-2020 YI'K A{I1LLtJ—( Owner. TAYLOR MORRISON OF FL INC es acoou+rv, Property Address: 367 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Parcel 27-19-30-506-0000-2020 Owner TAYLOR MORRISON OF FL INC Property Address 367 MISTY GROVE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District St-SANFORD OOR Use Code 00-VACANT RESIDENTIAL Exemptions 2 + 2 22 22.33 22.33 22 22 22 22.33 N N K) 4 -4 -4 O O O CO CO Value Summary 2017 Working 1 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 i 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 18.300 0 Land Value Ag 0 Just/Market Value " 18.300 0 Portability Adj 0 Save Our Homes Adj 0 0 Amendment 1 Adj 9.667 0 P&G Adj 0 0 Assessed Value 8.633 0 06 N O00 Tax Amount without SOH: $0.00 tD to to t0 N LrI (A N 2016 Tax Bill Amount $0.00 N N Ln Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description - LOT202 -- - - - - - -- - - - - -- I THORNBROOKE PHASE 5 PS 81 PGS 68 3 69 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 8,633 0 8.633 Schools 18.300 0 18,300 City Sanford 8,633 0 8,633 SJWM(Saint Johns Water Management) 8,633 0 8.633 County Bonds 8,633 0 8.633 Sales Description Dam Book Page Amount Qualified VacJlmp No Sales IL Find Comparable Sales , Land Method Frontage Depth Units Unds Price Land Value LOT 1 $18,300.00 $18,300 Building Information Permits - Permit # Description Agency Amount CO Date Permit Date 1 1 of 7/18/17, 11:51 AM REQUIRED INSPECTION SEQUENCE Permit # 17-2183 thru 17-2187 Address: 367 - 383 Misty Grove Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspect on Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000564 BUILDING PERMIT NUMBER: 17-10000564 J-C/wI DATE: August 17, 2017 a (.0 c l UNIT ADDRESS: MISTY GROVE LN 367 27-19-30-506-0000-2020 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: TRACT: SUBDIVISION: 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 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: L67OT MIS02 TY LANE THORNBROOKE PH 5 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED------ RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD 379.00 1.000 dwl unit 379.00 Condominium ROADS -COLLECTORS N/A 00 .000 dwl unit 00 FIRE nRESCUE N/A 00 LIBRARY * CO -WIDE ORD Condominium 59.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKStifamily N/A 00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 2,883.00 STATEMENT SIGNATURE: RECEIVED BY: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORYLAPPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. IDISTRIBUTION: 2-FINANCE 3-APPLICANT NOTE** P I NOTE** IPERSONSAREADVISEDTHATTHISISASTATEMENTOFFEESDUEUNDERTHE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'SOP 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. 11111111111111111111111111111111 fief fill Parcel I D Number:.'I--/• 19-30-c0 (z -0000- 10}0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8965 P9 1514 (11`9s) CLERK'S ? 2017078697 RECORDED 08/03/2017 03:22:15 PM RECORDING FEES $10.00 RECORDED BY tsmith 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. Description of property : LOT _20 ;- Legal Description : Thornbrooke Phase S according to the plat thereof, as recorded in Plat Book It Page4o f the public records of Seminole County, Florida. Addresses : N&I M(Sfir C roy-c- (A ItR- Sanford FL 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 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, 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(1)(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(l)(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. 1. Date Signed : g { l7 Signature of Owner's Agent An Asa Wright aylor Morrison of Florida-ktc. Sworn to and subscribed before me this by John Asa Wright who is personally known to me. pFF' 9 Notary Public DA Clark `ot My commission expires: 6/27/19 a••"• Serial No. FF 209108 ocCQU y;%Ma uur•e: * ?NhT5ry seal: Po oo`c lxQ OLIO SEMEN pUG 4 14 SUBDIVISION:aoIa.r U 1 LOTM• , i.. 1 e- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: S Q Historic District: Yes No Parcel ID. I JJQ,/VJhY0&0' S Residential Commercial N Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Nance a— 1n Phone: Street: 0 Resident of property? City, State Zip: Contractor Information Nance NORTHWEST PLUMBING OF ORLANDO Phone: (7701941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Fax: (770) 941-9522 State License No.: CFC1426562 Arch itect/EngIneer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Leader: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESLIL"1' 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 YOLIR LENDER Olt AN A-1-1-ORN'EY BEFORE RECORDING YOLIR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shalt be inscribed with the date of application and (lie code iu effect as of that date:.5i11 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment ol'a plan review 11ee 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 tlic 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 constru`ctio nd zoning, J P_ 1 7 Signature of'Oumer/Agent Date Signature ofCont r/Agent tc Print miter/Agent's Name Signature of Notary -State of Florida Date Print Cont tor/i gent's Nome ma Signature of Notaryiatc of Florida Date EXPIRE— GEORGIA JUNE 8. 20X: Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Knownt4',D 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: Mitt. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: " ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Plumbing - # of Fixtures, Fire Alartn Permit: Yes No WASTE WATER: BUILDING: Revised- June 30.2015 Permit Application RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 198 Willow RHG - S Street: 3" fA(S ab-' C4 &4 Builder Name: One Stop Cooling and Heating Permit Office: S4AILA City, State, Zip: Sanford , 7 / Permit Number: J UOwner: Taylor Morrison Jurisdiction: 61010DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1690.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R-13.0 864.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 224.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1310.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1310.00 ft2 6. Conditioned floor area above grade (112) 2058 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R 112 7. Windows(230.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 a. U-Factor: Dbl, U=0.34 226.86 ft2 SHGC: SHGC-0.32 b. U-Factor: Dbl, U=0.31 4.00 W 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC-0.34 a. Central Unit 34.8 SEER:15.20 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 1.924 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (2058.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 777.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 748.00 ft2 None c. other (see details) R= 533.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 55.82 Glass/Floor Area: 0.112 PASSTotalBaselineLoads: 56.38 1 hereby certify that the plans and specifications covered by Review of the plans and THE STgT this calculation are in compliance with the Florida Energy specifications covered by this 0 FOB, Code. Digitally signed byBgan calculation indicates compliance V+ OBojanPaukovicP-4-1, with the Florida Energy Code. rrrnr!'•.::' :.°°„; Date. 2017.06.22 09,08:33 -04WPREPAREDBY: - Before construction is completed a DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. Co0withtheFloridaEnergyCod`% WE OWNER/AGENT: BUILDING OFFICIAL: _ DATE: DATE: q_(o_!_ 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. 6/22/2017 9:05 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 198 Willow RHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2058 Lot # 198 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 135 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V/ Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2058 17474.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 777 7226.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1281 10248 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 110 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 423 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 64.5 It 0 777 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor .... ---- 748 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1467 ft2 0 f12 Dark 0.6 N 0.6 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1312 ft2 N N 6/22/2017 9:05 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1310 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wall_T.ype - Space R_Value- .Et -In Et In Area_-.R_Value-Eraction-Absor._Grade 1 NE=>S Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ft2 0 025 0.6 0 2 NE=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0 3 SE=>W Exterior Frame - Wood 2nd Floor 13 3 0 8 0 24.0 ft2 0 0.25 0.6 0 4 SW=>N Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ft2 0 0.25 0.6 0 5 SW=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 23 6 9 4 219.3 ft2 0 0 0.6 0 6 NW=>E Exterior Frame - Wood 2nd Floor 13 61 0 8 0 488.0 ft2 0 0.25 0.6 0 7 NW=>E Exterior Concrete Block - Int Insul 1 st Floor 4.1 39 6 9 4 368.7 ft2 0 0 0.6 0 8 E Garage Frame - Wood 1st Floor 11 24 0 9 4 224.0 ft2 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 -=>E Wood 1st Floor None 46 2 8 6 8 17.8 ft2 2 NW=>E Wood 1st Floor None 46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => chancied to As Built rotated 135 degrees). Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE=>S 1 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 SW=>N 4 Vinyl Low-E Double Yes 0.34 0.32 45 0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 SW=>N 5 Vinyl Low-E Double Yes 0.34 0.32 17.8 ft2 13 It 0 in 2 ft 7 in Drapes/blinds None 4 SW=>N 5 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 5 SW=>N 5 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 6 NW=>E 6 Vinyl Low-E Double Yes 0.34 0.32 14.6 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 NW=>E 6 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 8 NW=>E 6 Vinyl Low-E Double Yes 0.31 0.34 4.0 112 1 If 0 in 1 ft 0 in Drapes/blinds None 9 NW=>E 7 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 . 461 ft2 461 ft2 64 ft 9.3 ft 1 6/22/2017 9:05 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405.2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00027 1456.2 79.94 150.34 .2424 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 Sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.234.8 kBtu/hr 1044 cfm 0.75 1 Sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 411.6 It Attic 102.9 ft Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolin Jan Feb Mar HeatinJan lX} Feb Mar VentingJan [ 1 Feb Mar Ceiling Fans: Apr May r Jun Jul Au (X Se r Oct Nov EprfMay [ Jun 4 Jul Au[) Sep [ ] Oct Nov XJ Apr [ May [[[ Jun [ Jul Aug [ 1 Se [[[XXXIII Oct Nov Dec Dec Dec 6/ 22/2017 9:05 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 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 6/22/2017 9:05 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford, 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, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, 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 pst (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 heat 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)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handier 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. 6/22/2017 9:06 AM 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 1056F (41•C) or below 556F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. O 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. O 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 '/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O 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 (380C to 600C). 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. O 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. O 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. O R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/22/2017 9:06 AM 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. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 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 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. 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 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. 6/22/2017 9:06 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (f12 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 864.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ft2 1 c. Frame - Wood, Adjacent R=11.0 224 00 f12 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1310.00 ft2 2058 b. N/A R= ft2 Area c. N/A R. ft2 226.86 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 4.00 ft2 12. Cooling systems kBtu/hr Efficiency f12 a. Central Unit 34.8 SEER:15.20 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 C. other (see details) R= n2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 32.8 HSPF:8.70 1.924 ff. 0.320 Area 14. Hot water systems 777.00 ft2 a. Electric Cap: 50 gallons EF: 0.9 748.00 ft2 533.00 ft2 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: 7 i-% - Address of New Home: 3?3 K is `t vy< CdL$.4_ City/FL Zip: SQ kb .O 11 3?.- - 7 qHE SrgT WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638- 1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/ 22/2017 9:06 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 198 Willow RHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity stoaces. 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 6/22/2017 9:06 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft` Project Summary Enure House One Stop Cooling and Heating Job: Lot 198 Willow RHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax (407) 629. 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Structure 13492 Btuh Ducts 2629 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 16121 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatin Coolin Area (ft2) 209 2091 Volume (ft3) 17736 17736 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 121 62 Heating Equipment Summary Sensible Cooling Equipment Load Sizing Structure 17859 Btuh Ducts 8351 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swinngg multiplier 0.97 Equipmenfsensible load 25529 Btuh Latent Cooling Equipment Load Sizing Structure 2850 Btuh Ducts 1826 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4676 Btuh Equipment Total Load (Sen+Lat) 30205 Btuh Req. total capacity at 0.75 SHR 2.8 ton Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-036-230-19 Cond 14HPX-036-230-19 AHRI ref 7044407 Coil CBX27UH-036-230'++TDR AHRI ref 7044407 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.2 SEER Heating input Sensible cooling 26100 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 24 OF Bold/ltalle values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wri htsoft' 2017•Jun•22 09:03:52 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 n\Desktop\TEMP PRINT\Lot 198 Willow RHG - S.rup Cale - MJ8 Building faces: S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 198 Willow RHG - S Date: 06-22-2017 By: LF/MC/8P 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.OneSiopCooling.com Ucense: CAC032444 1 Room name Entire House POU 2 Exposed wall 172.5 It 0 If 3 Room height 8.5 It d 9.3 It heat/cool 4 Room dimensions 4.0 x 9.0 It 5 Room area 2090.5 ft2 36.0 It2 Ty Construction U•value Or HTM Area (ft2) Load Area (It2) Load Btuh/W2 *F) atuh/(12) or perimeter (ft) atuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 Vy I--G 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 ne ne ne 2.38 8.87 3.73 2.41 23.74 2.90 176 30 14 146 0 14 347 266 52 351 712 40 0 0 0 0 0 0 0 0 0 0 0 0W 11 W yl 12C-Osw 12C-Osw 0.091 0.091 se sw 2.38 2.38 2.41 2.41 24 176 24 131 57 311 58 315 0 0 0 0 0 0 0 0 C 4A5.2ov 13A-4ocs 10D-v 0.340 0.143 0.340 sw sw sw 8.87 3.73 8.87 22.69 2.90 7.73 45 219 18 6 147 18 399 549 159 1021 426 138 0 0 0 0 0 0 0 0 0 0 0 0T-G 4A5.2ov 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 24.37 24.37 18 36 0 0 155 319 426 877 0 0 0 0 0 0 0 0 I--G 12C-Osw 4A5.2ov 4A5.2ov 0.091 0.340 0.340 nw nw nw 2.38 8.87 8.87 2.41 23.74 23.74 488 15 30 439 0 0 1044 129 266 1058 346 712 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 485.21v 13A-4ocs 0.310 0.143 nw nw 809 3.73 24.28 2.90 4 367 0 307 32 1147 97 890 0 0 0 0 0 0 0 0 I--C f P L-0 10D-v 4A5.2ov 12C-Osw 0.340 0.340 0.091 nw nw 8.87 887 2.38 16.62 23.74 1.51 24 36 223 0 0 205 213 319 488 399 855 309 0 0 56 0 0 56 0 0 133 0 0 84 1106 168-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 18 1312 18 1312 182 1096 219 2307 0 0 0 0 0 0 0 0C F 19A-Obscp 0 295 2.89 2.04 111 111 320 225 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 423 423 188 132 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 779 65 1986 0 36 0 0 0 6 c) AED excursion 2072 3 Envelope loss/gain 10025 13988 133 81 12 a) Infiltration 3466 1252 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 1700 0 Subtotal (Imes 6 to 13) 13492 17859 133 81 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13492 17859 133 81 15 Duct bads 19% 47"/0 262 1 MI 190/0 47"/0 26 38 Total room load 16121 26210 1581 118 Air required (c1m) 1 0 1160 1 0 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L - wrightsoft' 2017-Jun-22 09:03:52 Right -Suite® Universal 2017 17.0 23 RSU16877 Page 1 n\Desktop\TEMP PRINT\Lot 198 Willow RHG - S rup Cale - MJ8 Building faces: S wrightsofC Right-J® Worksheet Job: Lot 198 Willow RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www.OneStopCooling.com License CAC032444 1 Room name KIT FAM 2 Exposed wall 12.0 It 28.0 it 3 Room height 93 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 18.0 x 10.5 ft 189.0 ft2 15 0 x 130 It 195.0 ft2 Ty Construction U•value Or HTM Area (III Load Area (ft2) Load number 8tuh/It2-*F) Btuhl(12) or perimeter (ft) Btuh) or perimeter (It) 81uh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t12C-0sw 0.091 no 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 W 120-0sw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 11 yl 12C-0sw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A-40cs 0.143 sw 3.73 2.90 14 14 52 40 140 86 321 249 10D-v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 18 0 155 426 4AS-2ov 0.340 sw 8.87 24.37 0 0 0 0 36 0 319 877 12C-Osw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 rvw 8.87 23.74 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 485.21v 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 Vjl 13A-flocs 0.143 nw 3.73 2.90 98 98 364 283 121 121 451 350 VL-_2 tOD•v 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 P L-0 4A5.2ov 12C-Osw 0.340 0.091 nw 8.87 2.38 23.74 1.51 0 167 0 150 0 355 0 225 0 0 0 0 0 0 0 0 11D0 0.390 n 10.18 12.27 18 18 182 219 0 0 0 0 C 168.30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 000 189 12 370 0 195 28 862 0 61 c) AED excursion 1-811 1475 Envelope loss/gam 1323 686 2109 2378 12 a) Infiltration 264 95 617 223 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 610 13) 1587 1982 2726 2601 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1587 1982 2726 2601 15 Ductk)ads I 19% 479/6 309 927 19% 479/6 531 1216 Total room load I 1897 2909 3257 3817 Au required (cfm) 1 0 129 0 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C *- wrightsoft- 2017-Jun-22 09:03:52 Right•Suitee Universal 2017 17.0 23 RSU16877 page 2 n\Desktop\TEMP PRINT\Lot 198 Willow RHG - S rup Calc - MJ8 Building laces S wrightsoft' Right-J® Worksheet Job: Lot 198 Willow RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629 -9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name CAFE STR1 2 Exposedwall 24.5 it 0 It 3 Room height 9.3 It heat/cool 9.3 1t heat/cool 4 5 Room dimensions Room area 1.0 x 310.5 It 310.5 (12 4.0 x 12.0 It 48.0 It= Ty Construction U•value Or HTM Area (It2) Load Area (It2) Load number Btuh/ft2eF) Btuhl(t2) or perimeter ((t) atuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V1l 12C-Osw 0.091 no 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 no 8.87 23.74 0 0 0 0 0 0 0 0G W 13A-4ocs 0.143 ne 3.73 2.90 14 14 52 40 0 0 0 0 W 12C-Osw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 11 yl 12C-Osw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 G 4AS-2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A-40cs 10D•v 0.143 0.340 sw sw 3.73 8.87 2.90 7.73 65 18 47 18 176 159 137 138 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 12C-Osw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nvv 8.87 23.74 0 0 0 0 0 0 0 0 485.21v 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 Vjl 13A-flocs 0.143 my 3.73 2.90 149 89 331 257 0 0 0 0 IL__C 10D•v 0.340 nw 8.87 16.62 24 0 213 399 0 0 0 0 P I----O 4A5.2ov 12C-Osw 0.340 0.091 my 8.87 2.38 23.74 1.51 36 0 0 0 319 0 855 0 0 0 0 0 0 0 0 0 11 DO 168-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C F M-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 311 25 755 0 48 0 0 0 6 c) AED excursion 814 0 Envelope loss/gain 2005 2640 0 0 12 a) Infiltration 540 195 0 0 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) 2545 2835 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2545 2835 0 0 15 Duct loads 1 191/e 471/6 1 496 1326 19% 470/6 0 0 Total room bad 3041 4161 0 0 Air required (cfm) 0 184 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 09.03 52 AM Right -Suite® Universal 2017 17.0.23 RSU16877 Page 3 n\Desktop\TEMP PRINT\Lo1 198 Willow RHG - S rup Cale = MJ8 Building faces: S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 198 Willow RHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www OneSlopCooling com License CAC032444 1 Room name MBED MWIC 2 Exposed wall 30 5 it 7.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 15.0 x 15.5 1t 232.5 ft2 7.0 x 12.5 1t 875 ft2 Ty Construction U-value Or HTM Area (Itq Load Area (Itq Load number StuWftz•F) letuh/ftj or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V1l f 12C-Osw 4AS-2ov 0.091 0.340 ne ne 2.38 8.87 2.41 23.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 no 3.73 2.90 0 0 0 0 0 O 0 0 11 W y! 12C-Osw 12C-Osw 0.091 0.091 se sw 2.38 2.38 2.41 2.41 0 120 0 75 0 178 0 181 0 56 0 56 0 133 0 135 G 4A5.2ov 0.340 sw 8.87 22.69 45 6 399 1021 0 0 0 0 Vy 10D-v1OD-v 0.143 0.340 sw sw 8.878.87 2. 737.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II GG 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 G 12C-Osw 4A5-2ov 0.091 0.340 nw, nw 238 8 87 2.41 23.74 124 15 109 0 260 129 263 346 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 887 23.74 0 0 0 0 0 0 0 0 485.21v 13A-flocs 0 310 0.143 nw, nw 8.09 3.73 24.28 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10D-v 0 340 nw 8.87 16.62 0 0 0 0 0 0 0 0 P L--O 4A5.2ov 12C-Osw 0.340 0.091 nw 8.87 2.38 23.74 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 16B-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 233 0 233 0 194 O 409 0 88 0 88 0 73 0 154C F 19A-0bscp 0.295 2.89 204 91 91 263 186 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 0 O 0 0 0 0 0 0 61 c) AED excursion 478 13 Envelope losstgain 1424 2884 206 275 12 a) Infiltration 578 209 133 48 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2002 3552 1 339 323 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution O 0 O 0 14 Subtotal 2002 3552 339 323 15 Duct loads 19% 470/6 390 1661 19*/0 470% 66 151 Taal room load 2392 5214 405 475 Air required (cfm) 0 231 0 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsott- Right -Suite® Universal 2017 17 0 23 RSU16877 2017•Jun•22 09:03e 2 n\Desktop\TEMP PRINT\Lot 198 Willow RHG - S.rup Calc - MJ8 Building laces: S g wrightsoft' Right-J® Worksheet Job: Lot 198 Willow RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 -9307 Web: www.OneStopCooling com License: CAC032444 1 Room dame LAUN MBTH 2 Exposed wall 0 it 11.0 it 3 Room height 8.0 1t heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 7.0 x 9.5 It 66.5 f12 1.0 x 103.8 It 103 8 W Ty Construction U-value Or HTM Area (It) Load Area (ft2) Load number Stuh/ftL*F) Btuh/ftj or perimeter (it) Bluh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V I 12C-Osw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 13A-40cs 0.340 0.143 ne ne 8.87 3.73 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G W 11 W yl 12C-Osw 12C-Osw 0.091 0.091 se sw 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-G 4A5.2ov 13A4ocs IOD-v 0.340 0.143 0.340 sw sw sw 8.87 3.73 8.87 22.69 2.90 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 12C-Osw 4A5.2ov 0.091 0.340 nw nw 2.38 8.87 2.41 23.74 0 0 0 0 0 0 0 0 88 0 84 0 200 0 202 0 4A5.2ov 0.340 hw 887 23.74 0 0 0 0 0 0 0 0 Val 485.21v 13A-flocs 0.310 0.143 rtw rtw 8.09 3.73 24.28 2.90 0 0 0 0 0 0 0 0 4 0 0 0 32 0 97 0 F--C 10D•v 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 P L-0 4A5.2ov 12C-Osw 0.340 0.091 rtw 8.87 2.38 23.74 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 168-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 67 0 67 0 56 0 117 0 104 0 104 0 87 0 182C F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 000 0 0 0 0 0 0 0 0 61 c) AED excursion 24 37 Envelope loss/gain 56 93 329 526 12 a) Infiltration 0 0 208 75 b) Room ventilation 0 0 0 0 13 Interval gains: Occupants @ 230 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13) 56 593 538 601 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 9 18 0 0 14 Subtotal 64 611 538 601 15 Duct loads 19% 47% 13 285 19ye 47% 105 281 Total room load I n 643 883 Air required (clm) 0 40 0 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsotFt- Right -Suite® Universal 2017 17.0.23 RSU16877 2017 Jun 22 09:03:52 5 n\Desktop\TEMP PRINT\Lot 198 Willow RHG - S rup Cale- MJ8 Building faces: S g wrightsoft* Right-J® Worksheet Job: Lot 198 Willow RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name MTOI WIC2 2 Exposed wall 0 it 14.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 6.5 x 3.5 It 22.8 112 5.0 x 9.0 It 45.0 112 Ty Construction U-value Or HTM Area (ft Load Area (It2) Load number BtutVfl2•F) Stuh/ftj or perimeter (It) 81uh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V1l i 12C-Osw 0.091 no 2.38 2.41 0 0 0 0 40 40 95 96 4A5.2ov 0.340 no 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0 143 no 3.73 290 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 2.38 Z41 0 0 0 0 0 0 0 0 11 T 12C-Osw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 G 4A5-2ov 0 340 sw 8.87 22.69 0 0 0 0 0 0 0 0 Vb 13A-40cs 0.143 sw 2. 0 0 0 0 0 0 0 0 100•v 0.340 sw 8.87878 7.7373 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 12C-Osw 0.091 my 2.38 2.41 0 0 0 0 72 72 171 173 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5.2ov 0.340 rtw 8.87 23.74 0 0 0 0 0 0 0 0 485.21v 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 Vjl 13A-40cs 0.143 aw 3.73 2.90 0 0 0 0 0 0 0 0 0.340 nw, 8.87 16.62 0 0 0 0 0 0 0 0s100•v P L-D 4A5-20v 12C-Osw 0 340 0.091 nw 8.87 2.38 23.74 1.51 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 IIDO 168. 30ad 0. 390 0. 032 n 10.18 0. 84 12. 27 1. 76 0 23 0 23 0 19 0 40 0 45 0 45 0 38 0 79 CF 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 45 45 20 14 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AEO excursion 1•2 1 18 Envelope loss/gain 19 38 324 345 12 a) Infiltration 0 0 265 96 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 1 0 Subtotal ( lines 6 to 13) 119 38 589 441 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 19 38 589 441 15 Duct loads 19%u 47% 4 18 19Ya 47%, 115 206 Total room bad 23 56 703 647 Air required (cfm) 0 2 0 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wright501Ft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017-Jun-22 0 Page 6 n\ Desktop\TEMP PRINT\Lot 198 Willow RHG - S.rup Calc - M.18 Building laces: S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 198 Willow RHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 • 6920 Fax: (407) 629 . 9307 Web: www.OneStopCooling.com License. CAC032444 I Room name BED3 WIC3 2 Exposed wall 18.0 It 50 It 3 Room height 80 It heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 12.0 x 12.0 It 144.0 ft2 50 x 90 It 45.0 R2 Ty Construction U-value Or HTM Area (Itg Load Area (fig Load number Bluh/ltz•F) Btuh/fig or perimeter (It) Btuh) or perimeter ((t) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VII G 12C-0sw 0.091 no 2.38 2.41 96 66 157 159 40 40 95 96 4A5.2ov 13A•4ocs 0.340 0.143 no ne 8.87 3.73 23.74 2.90 30 0 0 0 266 0 712 0 0 0 0 0 0 0 0 0W 11 W yJ 12C-Osw 12C-Osw 0.091 0.091 se sw 2.38 2.38 241 2.41 24 0 24 0 57 0 58 0 0 0 0 0 0 0 0 0 G 4A5-2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A-40cs 10D•v 0.143 0.340 sw sw 373 8.87 2.90 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 4A5-2ov 0.340 0.340 sw sw 8.87 8.87 24.37 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 4A5.2ov 0 091 0 340 r1w nw 2.38 8.87 2.41 23.74 24 0 24 0 57 0 58 0 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4B5.21v 13A-flocs 0.310 0.143 nw nw 809 3.73 24.28 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IOD•v 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 P I--O 4A5.2ov 12C-0sw 0.340 0 091 nw 8.87 2.38 23.74 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 168-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 144 0 144 0 120 0 253 0 45 0 45 0 38 0 79C F 19A-0bscp 0.295 2.89 204 12 12 35 24 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 132 132 59 41 45 45 20 14 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 131 9 Envelope loss/gain 750 1436 153 181 12 a) Infiltration 341 123 95 34 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1091 1790 247 215 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1091 1790 247 215 Duct loads 19% 479/6 213 837 19% 479/6 48 100 r Total room load 1304 2626 295 315 Air required (cfm) 0 116 1 0 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC -01d- wrightsoft- 2017-Jun-22 09.03:52 eek Right -Sure® Universal 2017 17.0.23 RSU16877 Page 7 n\Desktop\TEMP PRINT\Lot 198 Willow RHG - S rup Calc = MJ8 Building laces S wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 198 Willow RHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling com License CAC032444 1 Room name BTH2 TO12 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 7.0 x 5.5 It 38 5 f12 7.0 x 6.0 It 42.0 112 Ty Construction U•value Or HTM Area (It2) Load Area (It2) Load number Btuh/lt2-•F) atuN(12) or perimeter (ft) atuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 yl fi 12C-0sw 4A5-2ov 0.091 0.340 no ne 2.38 8.87 2.41 23.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A•40cs 0143 ne 3.73 2.90 0 0 0 0 0 0 0 0 11 W yl 12C-Osw 12C-Osw 0.091 0.091 se sw 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ind 4A5.2ov 13A-400s 10D-v 0.340 0.143 0.340 sw sw sw 8.87 3.73 8.87 22.69 2.90 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 24.37 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 4A5.2ov 4A5-2ov 0.091 0.340 0.340 nw, nw, my 2.38 8.87 887 2.41 23.74 23.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-21v 13A-40cs 0.310 0.143 nw nw 8.09 3.73 24.28 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L--0 100-v 4A5-2ov 12C-Osw 0.340 0.340 0.091 my nw 8.87 8.87 2.38 16.62 23.74 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11130 166•30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 39 0 39 0 32 0 68 0 42 0 42 0 35 0 74C F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 39 39 17 12 20 20 9 6 F 2ZA-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 3 3 Envelope loss/gain 49 77 44 77 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 49 77 44 77 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 9 18 14 Subtotal 49 77 53 95 15 Duct bads 19% 479/6 10 36 19% 47"/6 10 44 Total room bad 59 112 63 139 Air required (cfm) 0 5 1 0 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft- Right -Suite® Universal 2017 17 0.23 RSU16877 2017-Jun-22 09:03:52 i1C A ...n\Desktop\TEMP PRINT\Lot 198 Willow RHG - S.rup Calc = MJ8 Building faces: S Page 8 wrightsoftr Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 198 Willow RHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 . 6920 Fax: (407) 629 •9307 Web: www.OneStopCooling.com License: CAC032444 I Room name BED2 LOFT 2 Exposed wall 11.5 It 11.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 11.5 x 11.5 It 132.3 112 1.0 x 290.3 It 290.3 1t2 Ty Construction U•value Or HTM Area (III Load Area (It2) Load number Btuh/(t2-°F) atuh/f12) or perimeter (It) Btuh) or perimeter (It) 8tuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 yl 12C-Osw 4A5-2ov 0.091 0.340 ne ne 2.38 8.87 2.41 23.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t W 13A-40cs 0.143 no 3.73 2.90 0 0 0 0 0 0 0 0 11 W t12C-0sw I 12C-0sw 0.091 0.091 se sw 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0G V)I IOD-v s 10D-v 0.143 0.340 sw sw 8.878.87 2. 737.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 24.37 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 12C-Osw 4A5.2ov 4A5.2ov 0.091 0.340 0.340 nw, nw nw 2.38 8.87 8.87 2.41 23.74 23.74 92 0 15 77 0 0 183 0 133 185 0 356 88 0 15 73 0 0 173 0 133 176 0 356 Vjl 485.2Iv 13A-40cs 0.310 0.143 nw nw 8.09 3.73 24.28 290 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G P L--O 10D•v 4A5-2ov 12C-0sw 0.340 0.340 0.091 nw nw 8.87 8.87 2.38 16.62 2374 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 16B•30ad 0 390 0.032 n 10.18 0.84 12.27 1.76 0 132 0 132 0 110 0 233 0 290 0 290 0 242 0 510C F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C-19cscp 0.049 0.44 0.31 109 109 48 34 33 33 15 10 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 149 1 148 Envelope loss/gain 475 957 574 1208 12 a) Infiltration 218 79 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 693 1266 783 1284 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 34 69 14 Subtotal 693 1266 817 1353 15 Duct loads 1 190/0 47% 135 592 19yu 47% 159 633 Total room bad 1857 976 1985 Air required (clm) 0 82 1 0 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG f. wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017 Jun 22 09:03:52 9 n\Desktop\TEMP PRINT\Lot 198 Willow RHG - S.rup Cato - MJ8 Building laces: S g wrightsoft• Right-J® Worksheet Job: Lot 198 Willow RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 •6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name STR2 2 Exposed wall 0 It 3 Room height 80 ft heat/cool 4 5 Room dimensions Room area 4.0 x 15.5 ft 62.0 ft2 Ty Constriction U-value Or HTM Area (It2) Load Area Load number Bluh/ft2-•F) Btuf1/fl2) or perimeter 01) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 yl f 12C-0sw 0.091 ne 2.38 2.41 0 0 0 0 4AS-2ov 13A-4ocs 0.340 0.143 no ne 8.87 3.73 23.74 2.90 0 0 0 0 0 0 0 0W W 12C-0sw 0.091 se 2.38 2.41 0 0 0 0 11 VL 12C-Osw 0.091 sw 2.38 2.41 0 0 0 0 4AS-2ov 0.340 sw 8.87 22.69 0 0 0 0 13A-4ocs 10D•v 0.143 0.340 sw sw 3.73 8.87 2.90 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 12C-0sw 4A5.2ov 4A5.2ov 0.091 0.340 0.340 rrw nw nw 2.38 8.87 8.87 2.41 23.74 23.74 0 0 0 0 0 0 0 0 0 0 0 0 485-21v 13A-4ocs 0.310 0.143 nw nw 8.09 3.73 24.28 2.90 0 0 0 0 0 0 0 0 10D•v 0.340 nw 8.87 16.62 0 0 0 0 P L--D 4A5.2ov 12C-0sw 0.340 0.091 nw 8.87 2.38 23.74 1.51 0 0 0 0 0 0 0 0 1100 168.30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 62 0 62 0 52 0 109C F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 61 c) AED excursion 4 Envelope loss/gain 52 105 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gams: Occupants @ 230 0 0 Appliances/other 0 Subtotal (Imes 6 to 13) 1 52 105 Less external load 0 0 Less transfer 0 0 Redistribution 52 105 14 Subtotal 0 0 Duct bads 19Y- 47% 0 0 r Total room bad 0 0 Air required (cfm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017-Jun-22 09 033:522 n\Desktop\TEMP PRINT\Lot 198 Willow RHO - S.rup Cale - MJ8 Building faces: S g Duct System Summary Job: Lot 198 Willow RHG - S wrightsoft` y Date: 06-22-2017 Entire House By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.258 / 0.082 in H2O 0.135 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.258 / 0.082 in H2O 0.135 in/100ft 1160 cfm 251 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 C 1857 0 82 0.148 6.0 Ox 0 VIFx 34.4 140.0 st3 BED3 C 2626 0 116 0.143 6.0 Ox0 VIFx 40.4 140.0 st3 BTH2 C 112 0 5 0.146 4.0 Ox 0 VIFx 36.0 140.0 st3 CAFE C 2080 0 92 0.188 6.0 Ox 0 VIFx 16.8 120.0 st1 CAFE -A C 2080 0 92 0.180 6.0 Ox0 VIFx 23.2 120.0 st1 FAM c 3817 0 169 0.162 7.0 Ox 0 VIFx 33.7 125.0 st1 KIT C 2909 0 129 0.174 7.0 Ox 0 VIFx 23.4 125.0 st1 LAUN c 896 0 40 0.227 4.0 Ox 0 VIFx 8.4 105.0 st2 LOFT C 1985 0 88 0.143 6.0 Ox 0 VIFx 40.4 140.0 st3 MBED c 2607 0 115 0.195 7.0 Ox 0 VIFx 16.9 115.0 st2 MBED-A C 2607 0 115 0.204 7.0 Ox 0 VIFx 11.2 115.0 st2 MBTH c 883 0 39 0.184 4.0 Ox 0 VIFx 20.0 120.0 st2 MTOI c 56 0 2 0.200 4.0 Ox 0 VIFx 14.0 115.0 st2 MWIC C 475 0 21 0.305 4.0 Ox 0 VIFx 4.5 80.0 POU c 118 0 5 0.160 4.0 Ox 0 VIFx 36.2 125.0 st1 T012 C 139 0 6 0.144 4.0 Ox 0 VIFx 38.9 140.0 st3 WIC2 c 647 0 29 0.143 4.0 Ox 0 VIFx 45.5 135.0 st3 WIC3 c 315 0 14 0.135 4.0 Ox 0 VIFx 45.5 145.0 st3 Bold/Itallc values have been manually overridden wri htsofft' 2017-Jun-22 09:03:53 AL 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 144M . n\0esktop\TEMP PRINT\Lot 198 Willow RHG - S.rup Calc - MJ8 Building laces: S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 0 487 0.160 620 12.0 0 x 0 VinlFlx st3 Peak AVF 0 340 0.135 623 10.0 0 x 0 VinlAx st2 st2 Peak AVF 0 652 0.135 610 14.0 0 x 0 VinlAx Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb2 Ox 0 0 293 50.5 0.163 538 10.0 Ox 0 VIFx rb1 Ox 0 0 867 61.0 0.135 621 16.0 Ox 0 VIFx wri htSoft• 2017-Jun-22 09:03:53 g;L 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Pape 2 A ...n\Desktop\TEMP PRINT\Lot 198 Willow RHG - S.rup Calc . MJ8 Building faces S Static Pressure and Friction Rate Job: Lot 198 Willow RHG - S wrightsoft` Date: 06-22-2017 Entire House By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun. Winter Pant. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling corn License: CAC032444 For: Taylor Morrison Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 16 26 Measured length of trunk 29 0 Equivalent length of fittings 145 35 Total length 190 61 Total effective length 251 FrictionRate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.135 OK 0.135 OK Return Ducts 0.135 OK 0.135 OK Fitting Equivalent LengthDetails Supply 4X=35, 11 A=20, 11 G=5, 11 G=5, 11 G=5, 11 A=20, 11 G=5, 1 A=35, 11 G=5, 11 G=5, 11 G=5: Total EL=145 Return 6M=20, 5E1=10, 11G=5: TotalEL=35 C wri htsoft 2017-Jun-22 09:03:53 9 * Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 n\Desktop\TEMP PRINnLot 198 Willow RHG - S rup Calc - MJ8 Building laces: S Level 1 Jim sOPTFAMILY Op'. , LANAI 10X8 t69cfm n it OPT. 7" OP''T N 1 y vi ii S ox10- 2 U 92 cirn II ' I Sup Riser 1f1 r 12" _1 1 . uwrt FBB1 7 j I tra I; _— 92CIM ' ENTI J 6 b b I 10X8 I -' Sa- O• iEF1' 1/rW_(t KIT HE S-`129ctr" e EF PWDR h 8X4: i a" i ii5clin: NG.- r., EF1= 50CFMFan EF2= 80CFM Fan EF3 =110 CFM Fan 2-CARS, GARAGE\ EFL = 50CFM Fan I, EFL2 = 80 CFM Fan i f EFL3 = 110 CFM Fan cumVTR Vent ID Roof VTW = Ventb Wall I; o "" DV = Dryer Vent RV = Range Vent LinesetChase Condensate OT = Thermostat 18A li l SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Level 2 OWNERS_ I 8"Tr M ' i SUITE r 8X4. 12X12 MOM 10)(8 115chn 1 115cfm 4-- 39chnLAUNRYu 4' J` 40cfm\ A LR61 18X4- 2chn ROVR; O XR,a 12" NERS BATH i f ¢ up Riser - i. 9 ' 16" , f1 1 1 TI - i E+ 10" LS LOFT 10X6 , 88chn, 24X18 867 cfm 4" EF1 ViR L BEDROOM 2 a^ 6" ' 6ctm F ss4" LR, 82 K;`1 Ioncs H 2 12x 12' H 82chn, 8X4 10 x 10 29 cfm gyo c 6. 46 I + W.I.0 " tOk 10 '10X6 l W 116' cfm rr 8X4 i ' I 14chn iW.I.C. BEDROOM 3 17 - EF1=50CFMFan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL =50CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent b Roof VTW = Vent1D Wall DV = Dryer Vent RV = Range Vent LinesetChase Condensate OT = Thermostat 1818 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 199 Redw000RHG - S Builder Name: One Stop Cooling and Heating aul% yC Street: 371? C Y X t' - Permit Office: Sq N. 2 City, State, Zip: Sanford , FL , Permit Number: # 1' 2 1 SgP84Loqlrn-s) Owner: Taylor Morrison Jurisdiction: 6 00 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (1062.7 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=11.0 345.33 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1160.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1160.00 ft2 6. Conditioned floor area above grade (ft2) 1957 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(173.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U-Factor: Dbl, U=0.34 165.371112 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 8.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1957.0 sgft.) Insulation Area 0.900 a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 797.00 ft2 None c. other (see details) R= 253.00 ft2 15. Credits Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 43.34 PASSTotalBaselineLoads: 47.28 I hereby certify that the plans and specifications covered by Review of the plans and THE SN. this calculation are in compliance with the Florida Energy specifications covered by this Code. oglmoysigned by8ojan Bojan PaukoviC Paukovic calculation indicates compliance with the Florida Energy Code. AV nn„'•• : , Date: 2017.06.22 09:13:28 -04'00' PREPARED BY: . __ __ Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this buildin , as designed, is in compliance Florida Statutes. with the Florida Energy Code OWNER/ AGENT: _ DATE: - 1 BUILDING OFFICIAL: DATE: 4_o'r 7 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/ 22/2017 9:11 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 199 Redwood RHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 199 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 90 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -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 1957 16835.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 907 8435.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 253 ft2 11 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1 st Floor 34 ft 0 907 ft2 0.29 0 0.71 3 Floor Over Other Space 2nd Floor ---- ---- 797 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1297 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1160 ft2 N N 6/22/2017 9:11 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor R-Value 30 Blown 1160 ft2 0.1 Wood WALLS, Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt_To- Wall Type- R>Value-Ft-In_Ft-In_ Area- R-Value_Fraction-Absor._Grade%_ 1 S=>W Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ft2 0 0.25 0.6 0 2 S=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 3 0 9 4 28.0 ft2 0 0 0.6 0 3 E=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 4 E=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.6 0 5 W=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 NE Garage Frame - Wood 1st Floor 11 37 0 9 4 345.3 ft2 0 0.25 0.6 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>S Insulated 1 st Floor None .4 3 8 24 ft2 2 -=>NE Wood 1st Floor None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 90 de rees . Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 e=>S 3 Vinyl Low-E Double Yes 0.34 0.32 30.0 112 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 e=>S 3 Vinyl Low-E Double Yes 0.34 0.32 15.4 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 e=>S 4 Vinyl Low-E Double Yes 0.34 0.32 4.0 ft2 1 ft 0 in 11 ft0 in Drapes/blinds None 4 w=>N 5 Vinyl Low-E Double Yes 0.34 0.32 14.6 ft2 1 ft 0 in 1 ft0 in Drapes/blinds None 5 w=> N 5 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 h 0 in 1 ft0 in Drapes/blinds None 6 W=>N 5 Vinyl Low-E Double Yes 0.31 0.34 8.0 ft2 1 h 0 in 2 ft0 in Drapes/blinds None 7 w=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.9 ft2 13 It 0 in 2 ft 7 in Drapes/blinds None 8 w=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 1 ft0 in 11 ft0 in Drapes/blinds None 9 W=>N 6 Vinyl Low- E Double Yes 0.34 0.32 36.0 ft2 1 ft 0 in 11 ft0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 253 ft2 253 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402. 9 77.02 144.85 2456 5 6/22/2017 9:11 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 Sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 Sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS J Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 391.4 ft Attic 97.85 ft Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin Feb Lj jj Mar Jan H Feb l J MarN j j Apr Ijpr Ma jX Jun X Jul May [ ] Jun j JulI X Au j j Au[ jX Se Sep j j Oct Oct j j Nov XJ NovDecVentin j j Dec Jan Feb Mar XJ Apr May [) Jun [ ] Jul Aug Se X] Oct XJ 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 6/22/2017 9:11 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. O 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. O 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 verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraff 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 -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, 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. U R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (2513a) 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. 6/22/2017 9:12 AM 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. O 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. O 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'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O 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 1400F (380C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. O 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. O R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/22/2017 9:12 AM 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: 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 setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 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. 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 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. 6/22/2017 9:12 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=11.0 345.33 ft2 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1160.00 ft2 1957 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 165.37 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 8.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:15.00 ft2 2.237 ft. 0.321 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R-0.0 907.00 ft2 b. Floor Over Other Space R=0.0 797.00 ft2 c. other (see details) R= 253.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 7-100-1% _ Address of New Home: 37 I hI!S Qp#1 t_CQ s%e_ City/FL Zip: S444rw. kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat O1gHE Sr 0 a f COD yyE J e 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. 6/22/2017 9:12 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 199 Redwood RHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL, Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Oriando 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 6/22/2017 9:12 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Enure House One Stop Cooling and Heating Job: Lot 199 Redwood RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FI Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 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 11614 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 18994 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh He195g Coolin none) ftArea ( 7 1942() ft3) Equipment latent load 3729 Btuh Volume 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load (Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh C& 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C1 htsoft' t-.z WI'9 Right -Suite® Universal 2017 17 0 23 RSU16877 2017-Jun-22 09:10:40 Page 1 Desklop\TEMP PRINT\Lol 199 Redwood RHG - S.rup Calc - MJ8 Building laces: S wrightsofte Right-J® Worksheet Job: Lot 199 Redwood RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 •6920 Fax: (407) 629 . 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name Entire House PWDR 2 Exposed wall 84.0 it 6.5 it 3 Room height 8.6 It d 9.3 it heat/cool 4 5 Room dimensions Room area 19%.8 ft2 4.0 x 8.0 it 32.0 It2 Ty Construction U-value Or HTM Area (ftq Load Area (ftq Load number BtulVlt;eF) atuh/t1q or perimeter (it) atuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 0.091 a 2.38 2.41 172 127 301 305 0 0 0 0VL12C-0sw 4A5.2ov 4A5-2ov 0.340 0.340 a a 8.87 8.87 31.45 31.45 30 15 0 0 266 137 944 485 0 0 0 0 0 0 0 0 y! 13A-4ccs 0.143 a 3.73 2.90 88 60 225 175 33 29 107 83 4A5.2ov 0.340 a 8.87 31.45 4 0 35 126 4 0 35 126 p W 11D0 12C-Osw 0.390 0.091 a s 10.18 2.38 12.27 2.41 24 56 24 56 244 133 294 135 0 0 0 0 0 0 0 0 W 13A•40cs 0.143 s 3.73 2.90 28 28 104 81 28 28 104 81 12C-0sw 4A5.2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 172 15 119 0 284 129 287 459 0 0 0 0 0 0 0 0 4A5.2ov 4B5.2Iv 13A•40cs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 3248 2.90 30 8 200 0 0 129 266 65 480 944 260 372 0 0 0 0 0 0 0 0 0 0 0 0 101)-v 4A5.2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 18 18 18 0 159 155 138 550 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 36 0 319 1132 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 344 344 817 518 116 116 276 175 C 168-30ad 0.032 0.84 1.76 1116 1116 932 1962 11 11 9 18 F 19A-Obscp 0.295 2.89 2.04 11 11 31 22 0 0 0 0 F 19C•19csc0 0.049 0.44 0.31 254 254 112 79 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 852 34 1047 0 32 7 200 0 6 c) AED excursion 1311 13 Envelope loss/on 6243 10579 731 470 12 a) Infiltration 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2720 10 Subtotal (lines 6 to 13) 9678 15515 11021 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 368 202 14 Subtotal 9678 15515 1389 792 Duct loads 20% 1 261/6 1936 3986 205/6 26% 278 203 r Total room bad 11614 19501 1667 995 Air required (cfm) 0 1000 1 1 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c -Orl- wrightsoft' 2017•Jun•22 09:10:40 4`Gek Righl•Suite® Unrversat 2017 17.0.23 RSU16877 Page 1 DeskloplTEMP PRINT%ot 199 Redwood RHG • S.rup Cale - MJ8 Building faces- S wrightsofC Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 199 Redwood RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web www OneStopCooling.com License: CAC032444 1 mRooname KIT FAM 2 Exposed wall 0 It 17.5 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 5 Room dimensions Room area 1. 0 x 293.5 It 293. 5 It2 1. 0 x 347.8 it 347. 8 It2 Ty Construction U-value Or HTM Area (III Load Area (ft2) Load number Stuh/ft2-*F) atuh/ft2) or perimeter ((l) Btuh) or perimeter ((t) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5. 2ov 4A5. 2ov 0. 340 0. 340 a a 8. 87 8. 87 31. 45 31. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CVjl 13A-40cs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 E 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 J011000.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W W 12C- Osw 13A• 40cs 0. 091 0. 143 s s 2. 38 3. 73 2. 41 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ov 0. 091 0. 340 w w 2. 38 8. 87 2. 41 31. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TE12C- Osw 4A5. 2ov 485. 21v 0. 340 0. 310 0. 143 w w w 8. 87 8. 09 3. 73 31. 45 32. 48 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 163 0 0 91 0 0 341 0 0 265 TE 13A- 40cs IOD- v 4A5. 2ov 0. 340 0. 340 w w 887 887 7. 73 31. 45 0 0 0 0 0 0 0 0 18 18 18 0 159 156 138 550 P 4A5. 2ov 12C- Osw 0. 340 0. 091 w 887 2. 38 31. 45 1. 51 0 65 0 65 0 155 0 98 36 0 0 0 319 0 1132 0 C 168.30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F I9A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 190-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-lpm 1.180 30.80 0.00 294 0 0 0 348 18 539 0 6 c) AED excursion 122 992 Envelope loss/gain 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 11200 0 Subtotal ( lines 6 to 13) 155 1176 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Rerbstribulion 735 404 440 159 14 Subtotal 890 1581 2735 3531 Duct bads 1 20`/e 26% 178 406 20% 26% 1 547 907 r Taal room bad 1068 1987 3282 4438 Air required (clm) 0 102 0 228 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 09:10:40 Right- Suile® Universal 2017 17.0.23 RSU16877 Page 2 Desktop\ TEMP PRINT\Lot 199 Redwood RHG - S.rup Cale = MJ8 Building faces: S wrightsofr Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 199 Redwood RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 • 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License. CAC032444 1 Room name STR1 MBED 2 Exposed wall 4.0 It 17.5 If 3 Room height 9.3 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 4.0 x 12.5 It 50.0 ft2 17.5 x 14.5 It 253.8 ft2 Ty Construction U-value Or HTM Area (Ili) Load Area ((12) Load number Btuh/ft2-*F) atuh/ft2) or perimeter (to Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vjl 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0IF---fC 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 yl 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 I 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 1100 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 120-0sw 4A5.2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 140 15 95 0 227 129 230 459 4A5-2ov 485.21v 13A-40cs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 0 37 0 0 37 0 0 139 0 0 108 30 0 0 0 0 0 266 0 0 944 0 0 10D•v 4A5.2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 120-0sw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 0 0 0 0 254 254 212 446 F 19A-0bscp 0.295 2.89 204 0 0 0 0 9 9 25 18 F 19C•19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 6 c) AED excursion 16 480 Envelope loss/gain 262 91 859 2576 12 a) Infiltration 178 67 672 253 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 2 460 Appliances/olher 0 0 Subtotal (lines 610 13) 440 159 1531 3290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 440 159 351 664 14 Subtotal 0 0 1882 3954 15 Duct loads I 2N. 1 26/6 0 0 201% 26% 376 1016 Total room load 0 0 2258 4970 Air required (cfm) 0 0 0 255 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c 41- wrightsott- 2017•Jun•22 09.10 40 Righ1•Suite® Universal 2017 17.0.23 RSU16877 Pape 3 Desktop\TEMP PRINT\Lot 199 Redwood RHG - S.rup Calc . MJ8 Building faces: S wrightsoftRight-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 199 Redwood RHG - S Date: 06-22.2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 • 6920 Fax: (407) 629 • 9307 Web: www.OneStopCooling com License: CAC032444 1 Room name MW IC LAUN 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/Cool 4 5 Room dimensions Room area 85 x 7.5 it 63.8 It2 6.0 x 7.0 It 42.0 f12 Ty Construction U-value Or HTM Area (It2) Load Area (III Load number Btuh/It2••F) Btuh/III or perimeter (It) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 Vj! 12C-Osw 4A5.2ov 0.091 0.340 a a 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-(Ci 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-40cs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 I'll 41A5.2ov 0 340 a 8.87 31.45 0 0 0 0 0 0 0 0 W IIDO 12C- Osw 0. 390 0. 091 a s 10. 18 2. 38 12. 27 2. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 QI 12C-Osw 4A5. 2ov 0. 0. 340340 w w 2. 8. 8787 2. 41 31. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 III------GGG Vh13A- 40c8 4A5. 2ov 485. 21v 0. 340 0. 310 0. 143 w w w 8. 87 8. 09 3. 73 31. 45 32. 48 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10D- v 4A5- 2ov 0. 340 0. 340 w w 8. 87 8. 87 7. 73 31. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5- 2ov 12C- Osw 0. 340 0. 091 w 8.87 2. 38 31. 45 1. 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.84 1.76 64 64 53 112 42 42 35 74 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 11 54 Envelope loss/gain 53 102 35 20 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 500 Subtotal ( lines 6 to 13) 1 53 102 1 35 520 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct loads 202/0 26-/e 13 37 MY. 26% 131 174 Total room load 80 179 80 850 Air required (clm) 0 9 0 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 0 Alk. wrightsoft- 2017•Jun•22 09 10.40 Aeuk Right•Suite4D Universal 2017 17.0.23 RSU16877 Page 4 Desktop\ TEMP PRINT\Lot 199 Redwood RHG • S.rup Calc - MJ8 Building faces: S wrightsoft Right-J® Worksheet Job: Lot 199 Redwood RHG - S Entire House Date: 06-22-2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444 1 Room name MBTH MTOI 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 105.5 It 105.5 W 3.5 x 6.0 It 21.0 it' Ty Construction U-value Or HTM Area (fig Load Area (I19 Load number BtutVl12-•F) Stuh/I12) or perimeter (it) Btuh) or perimeter (it) Stuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V)! 12C-0sw 4A5.2ov 4A5.2ov 0.091 0.340 0.340 a a a 2.38 8.87 8.87 2.41 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II----fC 11 yl p I3A-4ocs 4A5.2ov 0.143 0.340 e a 3 73 8.87 2.90 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIDO 1210- 0sw 13A- 40cs 0. 390 0. 091 0. 143 a s s 10. 18 2. 38 3 73 12. 27 2. 41 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W yy!! G 12C- Osw 4A5. 2ov 0. 091 0. 340 w w 2. 38 8. 87 2. 41 31. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--- GG yyll 4A5- 2ov 4B5. 2Iv 13A- 40cs 0. 340 0. 310 0. 143 w w w 8. 87 8. 09 3. 73 31. 45 32. 48 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 10D•v 4A5. 2ov 0. 340 0. 340 w w 8. 87 8. 87 7. 73 31. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I{ G 4A5. 2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.84 1.76 106 106 88 186 21 21 18 37 F F 19A- 0bscp 19C• 19csco 0. 295 0. 049 2. 89 0. 44 2. 04 0. 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 3 Envelope loss/gain 88 168 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 88 168 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 15 Duct loads 1 20'/6 26% 24 80 2N. 1 26% 4 9 Total room load I 144 389 1 21 142 Air required (clm) I 1 0 20 0 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Orll- wrightsoft- 2017-Jun-22 09:10:40 4aaA Right -Suite® Universal 2017 17.0.23 RSU16877 Page 5 Desktop\ TEMP PRINT\Lot 199 Redwood RHG - S.rup Calc - MJ8 Building laces: S wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 199 Redwood RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629. 9307 Web: www.OneSiopCooling.com License CAC032444 1 Room name BED3 2 Exposed wall 0 It 19.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 3.0 x 5.5 It 16.5 ft2 1.0 x 151.0 it 151.0 112 Ty Construction U•value Or HTM Area (fig Load Area (10) Load number Btuh/ft2••F) Btuh/fig or perimeter (ft) Btuh) or perimeter (It) Stuh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Val 12C-Osw 4AS2ov 4A5.2ov 0.091 0.340 0.340 a a a 2.38 8.87 8.87 2.41 31.45 31.45 0 0 0 0 0 0 0 0 O 0 0 0 96 30 0 66 0 0 157 266 0 159 944 011----cCi 13A4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 O 0 0 0 0 0 0 0 11 DO 12C-0sw 0.390 0.091 a s 10.18 2.38 12.27 2.41 0 0 0 0 0 0 0 0 0 56 0 56 0 133 0 135W W 13A40cs 0.143 s 3.73 2.90 0 0 0 0 O 0 0 0 V[ E 12C-Osw 4A5.2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 Vh13A-40cs 4A5-2Dv 485-21v 0.340 0.310 0143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 IOD-v 4A5.2ov 0.340 0.340 w w 8.87 887 7.73 31.45 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-Osw 0.340 0.091 w 887 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 17 17 14 29 151 151 126 266 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 149 149 66 47 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 136 Envelope lossion 14 26 748 1686 12 a) Infiltration 0 0 729 275 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 14 26 1477 2191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 26 10 48 14 Subtotal 0 0 1487 2239 15 Duct bads 20% 261/6 0 0 20% 26%1 297 575 Total room bad 0 0 1785 2814 Air required (cfm) 0 0 0 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk wrightsoft- 2017-Jun-22 09:10:40 ACC. Right•Suite® Universal 2017 17.0.23 RSU16877 Page 6 Desktop\TEMP PRINT\Lot 199 Redwood RHG • S.rup Calc - MJ8 Building faces: S wrightsoR, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 199 Redwood RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name BTH2 BED2 2 Exposed wall 0 1f 9.5 It 3 Room height 8.0 It heat/cool 8.0 1t heat/cool 4 5 Room dimensions Room area 6.0 x 5.5 ft 33.0 It2 1.0 x 158.5 1t 158.5 112 Ty Construction U-value Or HTM Area (fig Load Area (It2) Load number Btuh/ft2-*F) BluNfig or perimeter (It) Stuh) or perimeter (ft) Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 Vjl F---CG 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 76 61 144 146 4A5.2ov 4A5.2ov 0.340 0.340 a a 8 87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 15 0 0 0 137 0 485 11 VLt1 3A-40cs 4A5.2ov 0.143 0.340 a a 3.73 8.87 2.90 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 11 D0 12C-0sw 13A-40cs 0.390 0.091 0.143 a s s 10.18 2.38 3.73 12.27 2.41 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 4AS-2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G Vjl 4AS-2ov 485.2fv 13A-40cs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2. 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 tOD•v 4A5.2ov 0.340 0 340 w w 887 8.87 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-0sw 0 340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 33 33 28 58 159 159 132 279 F I9A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 33 33 15 10 26 26 12 8 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 49 Envelope loss/gain 42 62 425 966 12 a) Infiltration 0 0 365 137 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 42 62 789 1334 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 13 56 66 128 27 816 132 1466 15 Duct loads I 2N. 269%/6 11 33 20'/- 26'/e 163 377 Total room load 67 161 979 1843 Air required (ctm) 0 8 1 0 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrllghtsoft- Right•SuiteO Universal 2017 17.0.23 RSU16877 2017 Jun 22 09:10:40 Azk 7 Desktop\TEMP PRINT\Lot 199 Redwood RHG - S.rup Calc - MJ8 Building faces: S 9 wrightsoft* Right-J® Worksheet Job: Lot 199 Redwood RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneStopCooling com License: CAC032444 1 Room name STR2 FOY 2 Exposed wall 4.0 It 60 it 3 Room height 8.0 it heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 4.0 x 16.5 It 66.0 ft2 1.0 x 110.0 It 110.0 lt2 Ty Construction U-value Or HTM Area (ft2) Load Area (III Load number Btuh/I12•F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (it) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Val 12C-Osw 0.091 a 2.38 241 0 0 0 0 0 0 0 0 4A5.20v 4A5.2ov 0.340 0.340 a a 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I`- CGi 11 13A40cs 4A5-2ov 0.143 0.340 a a 3.73 8.87 2.90 31.45 0 0 0 0 0 0 0 0 56 0 32 0 119 0 92 0 11D0 0.390 a 10.18 12.27 0 0 0 0 24 24 244 294 W QC-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 Val I--G 12C-Osw 4A5.2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 32 0 24 0 57 0 58 0 0 0 0 0 0 0 0 0 I---GG 4A5.2ov 485-21v 13A40cs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 8 0 0 0 0 0 65 0 0 260 0 0 0 0 0 0 0 0 0 0 0 0 0 100•v 4A5.2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5-2ov 12C-Osw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 121 0 121 0 287 0 182 C 168.30ad 0.032 0.84 1.76 66 66 55 116 0 0 0 0 F 19A-Obscp 0.295 2.89 204 2 2 6 4 0 0 0 0 F 19C•19csc0 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A4pm 1.180 30.80 0.00 0 0 0 0 110 6 185 0 6 c) AED excursion 96 63 Envelopeloss/gafn 183 534 835 506 12 a) Infiltration 154 58 268 101 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) 336 592 1103 607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct loads W/o 26% 0 0 209% 26% 1 0 0 Total room load 0 0 1 1 0 0 Air required (cim) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. iC -Fjo- wright50ft' Right -Suite® Universal 2017 17 0 23 RSU16877 2017-Jun-22 09:10:40 Desktap\TEMP PRINT\L01 199 Redwood RHG - S.rup Cak a MJ8 Building laces: S Page 8 wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 199 Redwood RHG - S Date: 06-22.2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 •6920 Fax: (407) 629 • 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name PNTY TO12 2 Exposed wall 0 ft 0 ft 3 Room height 9.3 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 18.3 ft 6.0 x 6.5 ft 5 Room area W.3 It' 39.0 ft2 Ty Construction U-value Or HTM Area (ftj Load Area (ft2) Load number Btuh/(t2eF) atuh/ftj or perimeter (ft) Btuh) or perimeter (it) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 vj! 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4AS-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 011----fCi 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A400s 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 1018 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4BS•21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 100-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 42 42 99 63 0 0 0 0 C 168-30ad 0.032 0.84 1.76 0 0 0 0 39 39 33 69 F 19A•Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19csco 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A•tpm 1.180 30.80 0.00 18 0 0 0 0 0 0 0 6 c) AED excursion 7 54 Envelope loss/gain 99 56 38 19 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal pans: Occupants @ 230 0 0 0 0 Appliances/other 10 5W Subtotal (lines 6 to 13) 99 66 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribulion 0 0 16 78 14 Subtotal 99 66 54 597 15 Duct loads 20% 26 . 20 17 209% 261%o 11 153 Taal room load 119 83 65 750 Air required (c(m) 10 4 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wright50ft- Right -Suite® Universal 2017 17 0.23 RSU16877 2017-Jun-22 09:10.40 9 Desktop\TEMP PRINT\Lot 199 Redwood RHG - S.rup Calc - MJ8 Building faces: S Page wrightsof - Right-J® Worksheet Job: Lot 199 Redwood RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Coun, Winter Park. FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneSlopCooling cam License: CAC032444 1 Room name 2 Exposed wall 0 it 3 Room height 8.0 It heat/cool 4 Room dimensions 1.0 x 155.3 It 5 Room area 155.3 It2 Ty Construction U-value Or HTM Area (It2) Load Area Load number 8tuh/It2••F) Btuh/III or perimeter (It) 81uh) or penmeter Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vjl 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0lF---CC 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 VV 13A-flocs 0.143 a 3.73 2.90 0 0 0 0 11 G I-p 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 1100 0.390 a 10.18 12.27 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 0 0 0 0 W 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 V)I 12C-0sw 0. 340 w 2. 2.41 0 0 0 0 4A5.20v 0.340 w 8.8787 31.45 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0IIF-------GGG 485.2Iv 0.310 w 8.09 32.48 0 0 0 0 Vjl 13A-40cs 0.143 w 373 2. 0 0 0 0 tOD-v 0.340 w 8.87 7.7373 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 1{ 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 C 168-30ad 0.032 0.84 1.76 156 155 130 273 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 33 33 15 10 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 6 c) AED excursion 74 Envelope loss/gain 144 210 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 500 Subtotal (lines 6 to 13) 144 710 Less external load 0 0 Less transfer 0 0 Redistribution 144 710 14 Subtotal 0 0 15 Duct loads 20% 26'/e 1 0 0 Taal room load 0 0 Air required (clm) 0 0 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. Ak wrightsaft- 2017-Jun-22 09:10:40 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 10 Desktop\TEMP PRINT%Lot 199 Redwood RHG - S.rup Calc - MJ8 Building faces: S Duct System Summary Job: Lot 199 Redwood RHG - S wrightsoft` Date: 06-22-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web www OneStopCooling com License: CAC032444 For: Taylor Morrison Sanford, FI External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.249 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.249 in/100ft 1000 cfm 137 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1843 0 94 0.327 6.0 Ox 0 VIFx 9.0 95.0 st1 BE03 c 2814 0 144 0.307 7.0 Ox0 VIFx 15.6 95.0 st1 STH2 c 161 0 8 0.322 4.0 Ox 0 VIFx 10.5 95.0 st1 FAM c 2219 0 114 0.268 6.0 0x 0 VIFx 21.7 105.0 st2 FAM-A c 2219 0 114 0.249 60 Ox0 VIFx 26.6 110.0 st2 KIT c 1987 0 102 0.301 6.0 Ox 0 VIFx 8.1 105.0 st2 LAUN c 850 0 44 0.305 4.0 Ox0 VIFx 16.5 95.0 st1 MBED c 2485 0 127 0.275 7.0 A 0 VIFx 23.5 100.0 st3 MBED-A c 2485 0 127 0.278 7.0 A 0 VIFx 22.2 100.0 st3 MOTH c 389 0 20 0.285 4.0 Ox 0 VIFx 19.1 100.0 st3 MTOI c 42 0 2 0.272 4.0 Ox 0 VIFx 24.8 100.0 st3 MWIC c 179 0 9 0.299 4.0 Ox0 VIFx 13.7 100.0 st1 PNTY c 83 0 4 0.280 4.0 Ox 0 VIFx 16.2 105.0 st2 PWDR c 995 0 51 0.253 4.0 Ox 0 VIFx 24.1 110.0 st2 r012 c 750 0 38 0.313 4.0 Ox 0 VIFx 13.6 95.0 SO Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.249 705 10.0 0 x 0 VinlFlx SO Peak AVF 0 338 0.299 620 10.0 0 x 0 VinlFlx st3 Peak AVF 0 277 0.272 627 9.0 0 x 0 VinlFlx Bold/ltallc values have been manually overridden 2017-Jun-22 09:10:41 AL wrightsofft' Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1A ...\Desktop\TEMP PRINT\Lot 199 Redwood RHG - S rup Calc n MJ6 Building faces: S 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 rb4 Ox 0 0 1000 0 0 0 0 Ox 0 VIFx C wri htsoft' 2017-Jun-22 09:10:41 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2ACCK ...\Desktop\TEMP PRINT\Lot 199 Redwood RHG - S.rup Calc a MJ8 Building laces: S Static Pressure and Friction Rate Job: Lot 199 Redwood RHG - S wrightsoft` Date: 06-22-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FI Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) h) Measured length of run -out 23 0 Measured length of trunk 4 0 Equivalent length of fittings 110 0 Total length 137 0 Total effective length 137 FrictionRate Heating Cooling irU100ft) iN100ft) Supply Ducts 0.249 > 0.18 0.249 > 0.18 Return Ducts 0.249 > 0.18 0.249 > 0.18 Fitting Equivalent LengthDetails Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TotalEL=O ALWri htSOft• 2017-Jun-2209:10:41 MCA9 Right -Suite® universal 2017 17.0.23 RSU16877 Page 1 Desklop\TEMP PRINT\Lot 199 Redwood RHG - S.rup Calc . MJ6 Building laces: S Level 1 I TM4MM I am I IANAJ GA'. C 3WM it BT I I J I UAW 03rAx/CN I asw• I 3Wa 1100A r t 1L1W UM03xM L0 C I O MLnai,W x.twwouaaM3a e YJIMAR O16""""0o a 1ox1a2w tOx1a2W toA•.. 114 c1m-AlLka'at — a 10x6 tF414&- OA'F O MON TM OW .0M0 .OMO a3VflNaa armor of aaat u'"w a3uxlaw J Aa 4 - Mw 3w r C PADS BYGC MN SIZE 40IM0• 36SEPARATION 16:OFF WALL 4- VC REFRIG LNE CHASE BYGC 30AFIAO FIA3 t 0.01" Mw 30~ M0403M! L I10MOM00tal I EF1 - 50 CFM Fan EF2 - 80 CFM Fan EF3 = 110 CFM Fan EFL 1 = 50 CFM Fan ER2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roo' VTW = Vent to Wall OV = Dryer vent RV - Range Vent Lineset Chase — — Condensate- - — T = Thermostat 10 SRB - Small Reduction Box LRB = Large Reduction Box FBB =Field Built Box Level 2 I I I I I I I I I Name Ol OW OOM Moux G ee"031M G t t 2R3HWO ' 3TIU2 4\ SRB 2 t 1 e 1 m RAa 93101T. 7 , waaf"F-0 rrowal or 14x lexe 12»27-dm cr 127 cfm a I NftiL--i:=4' a u20Nm0r r3Wuex, Ix14 lr N0I 28dm i3NW0 -P h1TA8 Dp'" et D.ut3t T3w • aooeaorra 9' J tfMAOHUAJ pxv u ter "Wa a3worw 9 Nm 10' A21MT"W AA w 24x 9 RA O.I.W 5 - error 1000 Nmi 1 WITA 1 - ellf rSRB1rwr rwr 1'Ow 39c uocs L , 94 cfm19x6 10 x 10 4' Dig HTAB D NID * e • VA VAI 12x12lSMOOA438Q I OAO\ \ Mr wort ter10 1 Nm toxe rr80 es3ao3 wemn00n.4o31W C MOOR038 on O\ EF1 = 50 dW;Pan 3; EF2 = 80 CFM Fan I EF3 = 110 CFM Fan I EFL = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Root VTW = Vent to Wall UV = Dryer Vent RV = Range Vent Llneset Chase — - Condensate- - - T = Thermostat I SFB = Small Reduction Box LFB - Large Reduction Box FBB = Field Built Box Job#: Lot 199 Redwood RHG • S Orte Stop Cooling and Heating Scale. 1:74 Performed by XF/MC for: Paps 2 1tr m"on 7225 Sandsooue Coun PV+ SweMlwmtW2017 tamer Palk Ft. 32792 17AM RSUIGM 01op Phone•(407)629.6920 Fax.(407)629.9307 20174Aay 1013551.12 wwwo eStpcoolnvan RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lyt 200 Birch RHG - S200 Gs 0" La V Builder Name: One Stoo Coolin and Heating trz-o Street: ,315 f Permit Office:, S4.K. City, State, Zip: Sanford , FL , Permit Number: ' - 2 1 LIVF00185Owner: Taylor Morrison Jurisdiction: 691010DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (986.0 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 384.00 ft2 b. Frame - Wood, Adjacent R=11.0 312.67 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 289.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1222.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1222.00 ft2 6. Conditioned floor area above grade (ft2) 1931 b. N/A R. ft2 Conditioned floor area below grade (ff2) 0 c. N/A R= ft2 11. Ducts R f12 7. Windows(180.3 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 386.2 a. U-Factor: Dbl, U=0.34 176.28 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 4.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.132 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1931.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 837.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 709.00 ft2 None c. other (see details) R= 385.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 42.37 Glass/Floor Area: 0.093 PASSTotalBaselineLoads: 47.29 1 hereby certify that the plans and specifications covered by Review of the plans and THE S7:4 this calculation are in compliance with the Florida Energy specifications covered by this NO Code. Digitally signed calculation indicates compliance OBojanPaukovic ?auk..c with the Florida Energy Code. fffff •••• % °,, Date: 2017.06.22 09:183S O9'00' PREPARED BY: _ Before construction is completed a DATE: this building will be inspected for compliance with Section 553.908 G V y I hereby certify that this building, as designed, designed, is in compliance Florida Statutes. l, C O with the Florida Energy Code. OD M E OWNER/AGENT: / BUILDING OFFICIAL: DATE: i S n DATE: Q--G-t j Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 an for whole house. 6/22/2017 9:16 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 200 Birch RHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1931 Lot # 200 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 90 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL. New/Existing: New (From Plans) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1931 16536.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 837 7784.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1094 8752 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor .--- .... 122 ft2 0 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 263 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 31 ft 0 837 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- .... 709 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1367 1`12 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1222 ft2 N N 6/22/2017 9:16 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1222 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt To Wall_T.ype R_Value-Ft-_In_Ft_In Area-- R_Value-Fraction-Absor._Grade o_ 1 S=>W Exterior Frame - Wood 2nd Floor 13 1 0 8 0 8.0 ft2 0 0.25 0.6 0 2 E=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 3 E=>S Exterior Concrete Block - Int Insul 1 st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.6 0 4 N=>E Exterior Frame - Wood 2nd Floor 13 4 0 8 0 32.0 ft2 0 0.25 0.6 0 5 W=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 NE Garage Frame - Wood 1 st Floor 11 33 6 9 4 312.7 ft2 0 0.25 0.6 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>S Insulated 1 st Floor None 4 3 8 24 ft2 2 -=>NE Wood 1st Floor None 46 2 8 6 8 17.8ft2 WINDOWS Orientation shown is the entered orientation => chancied to As Built rotated 90 degrees). Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E=>S 2 Vinyl Low-E Double Yes 0.34 0.32 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 E=>S 3 Vinyl low-E Double Yes 0.31 0.34 4.0 ft2 8 ft 0 in 2 ft 0 in Drapes/blinds None 3 W=>N 5 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 W=>N 5 Vinyl Low-E Double Yes 0.34 0.32 45.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 5 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.8 ft2 6 ft 0 in 2 ft 7 in Drapes/blinds None 6 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 7 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 263 ft2 263 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000272 1378 75.65 142.27 2445 5 6/22/2017 9:16 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ftz DUCTS J Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 386.2 ft 2nd Floor 96.55 ft Prop. Leak Free 2nd Floor cfm 57.9 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin) Feb jj jj Mar Jan jX Feb [X] Mar j j A r jj pr j jj Ma jjjX Jun jXj Jul j May [ ] Jun [ 1 Jul jX Au j j Au[ jXj Se j Sep j j Oct Oct j Nov XJ Nov j j Dec X] Dec VentingJan 1 Feb [XJ Mar XJ Apr [[ jj May [ ]Jun [ ]Jul Aug Se X) Oct XJ 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 6/22/2017 9:16 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Hesidential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 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 verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, 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 psi (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 heat 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)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/22/2017 9:17 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1050F (41 •C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'h inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 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 (386C to 604C). 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 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 manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/22/2017 9:17 AM 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. 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. O 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 556F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 406F. 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 setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 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. O 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 O 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. 6/22/2017 9:17 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U-0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 384.00 ft2 b. Frame - Wood, Adjacent R=11.0 312.67 ft2 1 c. Concrete Block - Int Insul, Exterior R=4.1 289.33 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1222.00 ft2 1931 b. N/A R= ft2 Area c. N/A R= ft2 176.28 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 386.2 4.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:15.00 Insulation R=0.0 R=0.0 R= ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 26.4 HSPF:9.00 3.132 ft. 0.320 Area 14. Hot water systems 837.00 ft2 a. Electric Cap: 50 gallons EF: 0.9 709.00 ft2 385.00 ft2 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: /,j' Date: ?-If-0 Address of New Home: 3?S N' 011-1 Q nmret City/FL Zip: sq k du7-4r 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. 6/22/2017 9:161M EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 200 Birch RHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/22/2017 9:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft` Project Summary Enure House One Stop Cooling and Heating Job: Lot 200 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoating.com License: CAC032444 For: Taylor Morrison Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10256 Btuh Structure 14999 Btuh Ducts 1918 Btuh Ducts 3936 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 12174 Btuh Use manufacturer's data n Rate/swingg multiplier Equipmenfsensible load 0.97 18443 BtuhInfiltration Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3155 Btuh Ducts 778 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling(none) Area ( ft2 2 1932 Equipment latent load 3932 Btuh Volume I)ft3) 16457 16457 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 22375 Btuh Equiv. AVF (cfm) 137 71 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AH R I ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 Cirri Actual air flow 1000 Cfm Air flow factor 0 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 21 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C Wrl htsofC 2017-Jun-22 09:15:17 9 Right-SWe® Universal 2017 17.0.23 RSU16877 Page 1AM .aM0esktop\TEMP PRINT\Lot 200 Birch RHG - S rup Celc a MJ8 Building laces: S wrightsoft Right-J® Worksheet Job: Lot 200 Birch RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 • 9307 Web: www.OneStopCooling.com Ucense CAC032444 1 Room name Entire House PWDR 2 Exposed wall 79.0 It 0 It 3 Room height 8.5 It d 9.3 it heat/cool 4 Room dimensions 4.0 x 7.0 it 5 Room area 1931.8 It2 28.0 112 Ty Construction U-value Or HTM Area (III Load Area (It2) Load number Btuhlft2••F) Btutt/it2) or perimeter (It) atuh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C•Osw 0.091 n 2.38 2.41 32 32 76 77 0 0 0 0 yI 12C•Osw 0.091 a 2.38 2.41 172 127 302 306 0 0 0 0 L-- G 4A5-2ov 0.340 a 8.87 31.45 45 0 399 1415 0 0 0 0 yl 13A-40cs 0 143 a 3.73 2.90 88 63 236 183 0 0 0 0 11 G I-p 485.21v 0.340 a 8.87 11.04 4 4 35 44 0 0 0 0 11130 0.390 a 10.18 12.27 21 21 214 258 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 8 8 19 19 0 0 0 0 V I 12C-Osw 0.091 w 2.38 2.41 172 112 266 270 0 0 0 0 C f 4A5.2ov 0.340 w 8.87 31.45 15 0 133 472 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 45 0 399 1415 0 0 0 0 13A-40cs 0.143 w 3.73 2.90 200 129 480 372 0 0 0 0 10D•v 0.340 w 8.87 16 94 18 6 159 303 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 18 9 155 373 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 36 18 319 767 0 0 0 0 P 12C•Osw 0.091 2.38 1.51 312 312 740 469 0 0 0 0 C 168-30ad 0.032 0.84 1.76 1160 1160 969 2040 0 0 0 0 F 19A-Obscp 0.295 2.89 204 124 124 359 253 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 264 264 117 83 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 772 31 955 0 28 0 0 0 6 c) AED excursion 1811 1 Envelope losstgain 6333 10931 0 1 12 a) Infiltration 3922 1438 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 4 920 0 0 Appliances/other 1710 10 Subtotal (lines 6 to 13) 10256 14999 0 9 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 1220 590 14 Subtotal 10256 14999 1220 599 loads 19% 26% 1918 3936 19%26/ 228157Totalr15Ductroombad121741893511448756 Air required (cfm) 0 1000 1 0 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ZA wrightsotFt- 2017•Jun-22 0 Right-SuileS Universal 2017 17.0.23 RSU16877 Page 1 aMDesktop\TEMP PRINT\Lot 200 Birch RHG • S.rup Calc a MJ8 Building faces: S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 200 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 . 6920 Fax: (407) 629 - 9307 Web, www.OneStopCooling com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 0 it 21.5 It 3 Room height 9.3 It heat/cool 9.3 1t heat/cool 4 5 Room dimensions Room area 1.0 x 239.3 It 239.3 I12 21.5 x 17.5 It 376 3 ft' Ty Construction U-value Or HTM Area (ft Load Area (ft2) Load number Stuh/ItZ•F) Btuh/I(2) or perimeter (It) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W Vy t 12C-0sw 12C-0sw 0.091 0.091 n a 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 V611 13A-4ocs 485.2fv 0.143 0.340 a a 3.73 8.87 2.90 11.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W V6120-0sw 12C-0sw 0.091 0.091 s w 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 4A5.2ov 0.340 0.340 w w 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-40cs 10D•v 4A5.2ov 0.143 0.340 0.340 w w w 3.73 8.87 8.87 2.90 16.94 21.31 0 0 0 0 0 0 0 0 0 0 0 0 200 18 18 129 6 9 480 159 155 372 303 373 P 4A5.2ov 12C-0sw 0.340 0.091 w 8.87 2.38 21.31 1.51 0 130 0 130 0 309 0 196 36 0 18 0 319 0 767 0 C 168.30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 239 0 0 0 376 22 662 0 6 c) AED excursion 125 1290 Envelope loss/gam 309 71 1775 3105 12 a) Infiltration 0 0 1167 428 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other t200 0 Subtotal (lines 6 to 13) 309 1271 2942 3533 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 504 273 0 0 14 Subtotal 814 1544 2942 3533 Duct bads 19% 26% 152 405 19% 26% 550 927 r Total room load 966 1949 3492 4460 Air required (cfm) 0 103 0 236 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. wrigh/tsotFt- 2017-Jun-22 09 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 an\Desktop\TEMP PRINT\Lot 200 Birch RHG - S.rup Calc a MJS Building laces: S wrightsoft' Right-J® Worksheet Job: Lot 200 Birch RHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name STR1 MBED 2 Exposed wall 4.0 It 26 5 It 3 Room height 93 It heat/cool 80 It heat/cool 4 5 Room dimensions Room area 4.0 x 12.5 It 50.0 It2 1.0 x 331.5 It 331.5 f12 Ty Construction U•value Or HTM Area (W) Load Area (I12) load number Blutvfl2-*F) Bluh/(19 or perimeter (ft) atuh) or perimeter (ft) Stuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W yl t-6 12C-Osw 12C-0sw 0.091 0.091 n a 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 32 172 32 127 76 302 77 306 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 45 0 399 1415 13A-40cs 0.143 a 3.73 2.90 37 33 124 96 0 0 0 0 11 485.2(v 0.340 a 8.87 11.04 4 4 35 44 0 0 0 0 W 11130 12C-Osw 12C-Osw 0.390 0.091 0.091 a s w 10.18 2.38 2.38 12.27 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 0 19 0 0 19 0 4A5-2ov 4A5.2ov 0.340 0.340 w w 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 13A-40cs 0.143 w 2.9 0 0 0 0 0 0 0 0 tOD•v 4A5.2ov 0.340 0.340 w w 8.88778 8.87 16.94 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-0sw 0.340 0.091 w 8.87 2.38 21.31 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 168-30ad 0.032 0.84 1.76 0 0 0 0 332 332 277 583 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 122 122 354 249 F t9C-19cscp 0.049 0.44 0.31 0 0 0 0 152 152 67 48 F 22A•tpm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 6 c) AED excursion 20 1 173 Envelope loss/gain 283 121 1494 2870 12 a) Infiltration 217 80 1237 453 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 500 200 2731 3783 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 5W 200 65 118 14 Subtotal 0 0 2796 3901 15 Duct loads 190/0 W/o 0 0 19% 26°/a 523 1024 Total room load 0 0 3319 4925 Air required (cfm) 0 0 0 260 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wrightsofC 09. Right -Suite® Universal 2017 17.0.23 RSU16877 2017-Jun 22 age 34CA .. an\Desktop\TEMP PRINT\Lot 200 Birch RHG - S.rup Calc - MJ6 Building laces: S g wrighti:soft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 200 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: www.OneS(opCooling.com License CAC032444 1 Room name MWIC LAUN 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 7.5 x 8.0 11 60.0 It2 6.5 x 6.0 It 39.0 Its Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number Btuh/ItZ•F) atuh/f(2) or perimeter (ft) Btuh) or perimeter (it) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W yl 12C-Osw 12C-Osw 0.091 0.091 n a 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 ILZ11 13A-40cs 4B5.21v 0.143 0.340 a a 3.73 8.87 2.90 11.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11130 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 12C-Osw 0.091 0.091 s w 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 4A5.2ov 0.340 0.340 w w 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 100-v 4A5.2ov 0.143 0.340 0.340 w w w 373 8.87 8.87 2.90 16.94 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-Osw 0 340 0.091 w 8.87 2.38 21.31 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.84 1.76 60 60 50 106 39 39 33 69 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F I9C•19cscp 0.049 0.44 0.31 60 60 27 19 0 0 0 0 F 22A•lpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 51 Envelope loss/gain 77 113 33 18 12 a) Irddlydtion 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 77 113 33 518 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 23 43 31 59 14 Subtotal 99 157 63 576 15 Duct bads 19% 26% 19 41 19% 26%41 12 151 Total room bad 118 198 75 727 Air required (cfm) 0 10 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AZEK wrightsotFt- Right -Suite® Universal 2017 17.0.23 RSU16877 2017-Jun-22 09 age 4 an\Oesktop\TEMP PRINT\Lot 200 Birch RHG - S rup Calc - MJ8 Building laces: S g wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 200 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www.OneStopCooling Cam License: CAC032444 1 Room name MBTH MTOI 2 Exposed wall 0 it 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 6.5 x 15.0 It 97.5 fR 3.5 x 7.0 It 24.5 ft2 Ty Construction U-value Or HTM Area (III Load Area (III Load number Btuh/f(t•F) Bluh/III or perimeter (It) Bluh) I or perimeter ((l) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W yl G 12C-Osw 12C-0sw 0.091 0.091 n a 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 3145 0 0 0 0 0 0 0 0 If 13A-40cs 485.2fv 0.143 0.340 a a 3.73 8.87 2.90 11.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 12C-Osw 0.091 0.091 s w 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 4A5-2ov 4A5-2ov 0.340 0.340 w w 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A40cs 100-v 4A5.2ov 0.143 0.340 0 340 w w w 3.73 8.87 8.87 2.90 16.94 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5-2ov 12C-0sw 0.340 0.091 w 8.87 2.38 21.31 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.84 1.76 98 98 81 171 25 25 20 43 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 52 52 23 16 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 4 Envelope loss/gain 104 171 20 39 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Apphances/other 0 0 Subtotal (lines 6 to 13) 104 171 20 39 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 30 14 Subtotal 104 171 36 70 15 Duct loads 19% 26% 20 45 19% 26% 7 18 Total room load 124 216 43 88 Air required (c(m) 0 11 OF 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017•Jun-22 09:15:17 5 aMDesktoplTEMP PRINT\Lot 200 Birch RHG - S rup Calc - MJ8 Building faces: S g wrightsoft Right-J® Worksheet Job: Lot 200 Birch RHG • s Entire House Date: 06-22-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444 1 Room name BE03 2 Exposed wall 0 it 10.5 It 3 Room height 8.0 It heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 3.5 x 3.5 It 12.3 I12 1.0 x 162.5 If 162.5 I12 Ty Construction U-value Or HTM Area (III Load Area (Il2) Load number Bluh/fR*F) BtuhlIII or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W yl G 12C-0sw 12C-0sw 0.091 0.091 n a 2.38 2.38 Z41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A400s 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 485-21v 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 1210-0sw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 84 54 128 130 4A5.2ov 4A5.2ov 0.340 0.340 w w 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 30 0 0 0 266 0 944 13A-40cs 1 OD-v 4A5.2ov 0.143 0 340 0.340 w w w 373 887 887 2.90 16.94 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 12C-Osw 0.340 0.091 w 8.87 2.38 21.31 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P C 16B•30ad 0.032 0.84 1.76 12 12 10 22 163 163 136 286 F I9A•Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1•2 1 1 345 Envelope losstgain 10 20 530 1704 12 a) Infiltration 0 0 490 180 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 10 20 1020 2114 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 20 18 35 14 Subtotal 0 0 1038 2148 15 Duct loads 1 191% 261/6 0 0 19Y. 269%1 194 564 Total room bad 0 0 1233 2712 Air required (cfm) 0 0 0 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU 16877 2017 Jun-22 0 Page 6 an\DesktoplTEMP PRINT%Lot 200 Birch RHG - S.rup Calc - MJ8 Building faces. S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 200 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: www OneSlopCooling.com License: CAC032444 1 Room name BTH2 BED2 2 Exposed wall 0 It 11.0 It 3 Room height 8.0 it heat/Cool 8.0 It heat/cool 4 5 Room dimensions Room area 11.0 x 5.5 It 60.5 fl= 11.0 x 16 5 It 181.5 142 Ty Construction U-value Or HTM Area (Its Load Area (ftq Load number Btuh/It;•F) 81uh/ft2) I or perimeter (it) Btuh) or perimeter (It) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W yL 12C-0sw 12C-0sw 4A5-2ov 0.091 0.091 0 340 n a a 2.38 2.38 8.87 Z41 Z41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l p 11 13A-4ocs 485-21v 0.143 0.340 a a 3.73 8.87 Z90 11.04 0 0 0 0 0 0 0 0 0 0 0 0 00T 0 0 11 DO 12C-0sw 12C-0sw 0.390 0 091 0.091 a s w 10.18 2.38 2.38 12.27 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88 0 0 58 0 0 138 0 0 140 W Vjl I_-_-GG 4A5.2ov 4A5.2ov 0.340 0.340 w w 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 15 15 0 0 133 133 472 472 Lz: 13A4ocs 10D-v 4A5-2ov 0.143 0.340 0.340 w w w 3.73 8.87 8.87 2.90 16.94 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 12C-Osw 0.340 0.091 w 8.87 2.38 21.31 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 61 61 51 106 182 182 152 319 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 1 340 Envelopeloss/on 51 97 556 1742 12 a) Infiltration 0 0 513 188 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 151 97 1069 2161 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 15 28 8 15 14 Subtotal 65 125 1077 2176 15 Duct loads 1 190 0 26'/e 12 33 19% 261% T 201 571 Total room load 77 t5 1278 2747 Air required (cim) 0 811 0 145 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wlright901Ft- 2017•Jurr220 Right -Suite® Universal 2017 17.0.23 RSU16877 Page7 an\Desktop\TEMP PRINT\Lot 200 Birch RHG - S.rup Calc - MJ8 Building faces: S 9 wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 200 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www OneStopCooling com License: CAC032444 1 Room name STR2 FOY 2 Exposed wall 0 It 5.5 It 3 Room height 8.0 If heat/cool 9.3 it heat/cool 4 5 Room dimensions Room area 4.0 x 15.5 It 62.0 f12 10 x 78 3 It 78.3 it= Ty Construction number U-value Btuh/ftz°F) Or HTM letuh/(11 Area (ft2) or perimeter (ft) Load Btuh) Area (ftq or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W yJ 12C-0sw 12C-Osw 0.091 0.091 n a 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 13A40cs 485-21v 0.143 0.340 a a 3.73 8.87 290 11.04 0 0 0 0 0 0 0 0 51 0 30 0 113 0 87 0 1100 0.390 a 10.18 12.27 0 0 0 0 21 21 214 258 W V/ 12C-Osw 120-0sw 0.091 0.091 s w 2.38 2.38 2.41 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 2 4A5-2ov 4A5-2ov 0.340 0.340 w w 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0CGG vl 13A40cs IOD-v 4A5.2ov 0.143 0.340 0.340 w w w 3.73 8.87 8.87 2.90 16.94 21.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 1210-0sw 0.340 0.091 w 8.87 2.38 21.31 1.51 0 0 0 0 0 0 0 0 0 181 0 181 0 431 0 273 C 168.30ad 0.032 0.84 1.76 62 62 52 109 0 0 0 0 F 19A-Olbscp 0.295 2.89 2.04 2 2 6 4 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 78 6 169 0 6 c) AED excursion 10 65 Envelope loss/gain 58 103 926 553 12 a) Infiltration 0 0 298 109 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) 58 103 1225 662 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redhstrnbution 58 103 1225 662 14 Subtotal 0 0 0 0 15 Duct bads 1 19% 26% 0 0 196% 26%1 0 0 Total room bad 0 0 0 0 Air required (cfm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C Ad- wriightsoft- 2017•Jun•22 09 15:17 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 8 an\Desktop\TEMP PRINT\Lot 200 Birch RHG - S.rup Calc - MJ8 Building faces S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 200 Birch RHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name 2 Exposed wall 0 ft 3 Room height 8.0 It heat/cool 4 Room dimensions 1.0 x 128.8 It 5 Room arm 128.8 111? Ty Construction U•value Or HTM Area (III Load Area Load Btuh/ft;•F) letuh/fl2) or perimeter (It) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 Vy 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 L -C 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 yl 13A4ocs 0.143 a 3.73 2.90 0 0 0 0 11 485.21v 0.340 a 8.87 11.04 0 0 0 0f L-a 11 DO 0.390 a 10.18 12.27 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 0 0 0 0 12C-Osw 0.091 w 2.38 241 0 0 0 0 GG 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0.143 w 3.73 2.90 0 0 0 0 10D-v 0.340 w 8.87 16.94 0 0 0 0T513A- 4ocs 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 C 168•30ad 0.032 0.84 1.76 129 129 108 226 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 O 61 c) AED excursion 1 20 Envelope loss/gain 108 206 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 108 206 Less external load 0 0 Less transfer 0 0 Redistribution 108 206 14 Subtotal 0 0 15 Duct loads 191Y- 26% 0 0 Total room bad 0 0 Air required (cfm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Jun-22 09:15:17 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 9 an\Desktop\TEMP PRINT\Lot 200 Birch RHG - S.rup Calc - MJ8 Building faces: S a Duct System Summarywrightsolt` Job: Lot 200 Birch RHG - S Date: 06-22-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.201 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.201 in/100ft 1000 cfm 169 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2747 0 145 0.297 7.0 Ox0 VIFx 19.4 95.0 st1 BED3 c 2712 0 143 0.290 7.0 Ox 0 VIFx 17.3 100.0 st1 BTH2 c 158 0 8 0.296 4.0 Ox 0 VIFx 14.9 100.0 SO FAM C 2230 0 118 0.209 6.0 Ox 0 VIFx 47.8 115.0 st4 FAM-A c 2230 0 118 0.213 6.0 0 VIFx 44.3 115.0 st4 KIT c 1949 0 103 0.216 6.0 Ox 0 VIFx 37.5 120.0 st4 LAUN c 727 0 38 0.291 4.0 Ox 0 VIFx 16.7 100.0 SO MBED c 2463 0 130 0.303 7.0 Ox 0 VIFx 17.3 95.0 st2 MBED-A c 2463 0 130 0.288 6.0 OR 0 VIFx 28.0 90.0 st2 METH c 216 0 11 0.312 4.0 Ox 0 VIFx 19.0 90.0 st2 MTOI c 88 0 5 0.292 4.0 Ox 0 VIFx 21.3 95.0 st2 MWIC c 198 0 10 0.319 4.0 Ox 0 VIFx 16.6 90.0 st2 PWDR c 756 0 40 0.201 4.0 Ox 0 VIFx 49.0 120.0 st4 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 287 0.288 649 9.0 0 x 0 VinlFlx st4 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinlFlx st3 st3 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinlFlx st1 Peak AVF 0 335 0.290 758 9.0 0 x 0 VinlFlx Bold/Italic values have been manually overridden Atwri htsof t' 2017-Jun-22 09:15:18 9 Righl-Suite® Universal 2017 17.0.23 RSU16877 Page 1 an\Desktop\TEMP PRINT\Lot 200 Birch RHG - S.rup Cale a MA Building laces: S 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 rb1 Ox 0 0 1000 0 0 0 0 Ox 0 VIFx C wri htsoft• 2017-Jun-22 09:15:18 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 an\Desktop\TEMP PRINT\Lot 200 Birch RHG - S.rup Cale - MJ8 Building laces: S Static Pressure and Friction Rate Job: Lot 200 Birch RHG - S wrightsoft` Date: 06-22-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 fax: (407) 629 - 9307 Web: www.OneStopCooling.com License CAC032444 Project• • For: Taylor Morrison Sanford, FL AvailablePressure Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 17 0 Measured length of trunk 32 0 Equivalent length of fittings 120 0 Total length 169 0 Total effective length 169 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0.201 > 0.18 0.201 > 0.18 Return Ducts 0.201 > 0.18 0.201 > 0.18 Supply 4X=35, 11A=20, 11G=5, 11G=5, 111=10, 111=10, 1A=35: TotalEL=120 Return TotalEL=0 it i htsoft' 2017-Jun-22 09:15:18 1 wr9 Right -Suite® Universal 2017 17.0.23 RSU 16877 Page 1 A+CK . an\Desktop\TEMP PRINT\Lot 200 Birch RHG - S.rup Calc a MJ8 Building laces: S Level 1 I I IAK J rJ L 1— tI: c YJIMAR I •• = ., it 1oxi0.2w lox102W I' 118dm 118dm II r e• p I' 8 • FB81 18.E 103dm 10, I. RL r 1_ a II 3A_3 IIe• ;: zH3TIH it E• j 10• 40din a 1 RAD-t li 3aAA60 Sup Riser II i 10• t I ?-, II Ir r b k , i H:?S109 1 EF1 = 50 n I AAn EF3 = 110 CFM Fan EFL - 50 CFM Fan ACIRAMSYM 400'MOO• MINS12E EFL2 - 80 CFM Fan 36' SEHORATICN EFL3 = 110 aW Fan r 6• OFF WALL VTR - Vent to Roof q• REFRIGLINECHASES VTW - lent to Wall GC DV - Dryer Vent RV = Range Vent Linesei Chase — — Condensate- - — T=ThermostatIi SRB = Small Reduction Box LRB = Large Reduction Box FBB - Field Built Box Job #: Lot 200 81reh RHG • S One Stop Cooling and Heating Scab: 1, 70 Performed by XFAMIC tor. Aal T%tr MvBm 7Z5 Sarfseweoam Ntrta Peak. R. 3ZM RQF9o8U.VMd2 ? 17AMM,r2 Sa IM. FL Pane(4nQ9. 6M F®c RM 63.93D7 2x74q.,0,3a vn.\w 0i eSoapCour V e an Level 2 Ir I I t! t MOORaM S MOOAa38 III r• , rl II tO C _ 18'x 10 I T 10x8\ ,I ( . 12,x 12 '1018 143Zfm,. 9••, • 145dm9. µ- idx-10 I S HTAS Y NUAJ 1 38dm- z 9. I1000dmN4X18I 2A3NWO WAS Q'u f4• N BX4\ I 147 1410cfm O. I.W• ,8x4 II 14— x•14t N 4i i_ c 1p 1 fm f p Sup R6er _ _ _ _ 130 dm 10• 2R3NW18 i i Or w i, 130dm I' 10x6 i EFt - 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CPM Fan EFL = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR - Vent to Roof VTW - Vent to wall DV = Dryer Vent RV - Range Vent Lineset Chase — - Condensate- - — T = Thermostat 10 SRB - Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 201 Redwood LHG - S UIL Builder Name: One Stoo Cooling and Heating 9 Street: 37/ kaft, 4&^PC (41*& Permit Office: 544A. h_.-W S,q NFpRpCity, State, Zip: Sanford , FL , Permit Number:# ' 2 1 8 6 Owner: Taylor Morrison Jurisdiction: 6'91010 4 FAgRM,`a Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1062.7 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=11.0 345.33 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1160.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1160.00 1112 6. Conditioned floor area above grade (ft2) 1957 b. N/A R= f12 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(173.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U-Factor: Dbl, U-0.34 165.37 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 8.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A h2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor T q ) Types (1957.0 s ft. Insulation Area EF:0.900 a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 797.00 112 None c. other (see details) R= 253.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 43.47 Glass/Floor Area: 0.089 PASSTotalBaselineLoads: 47.28 1 hereby certify that the plans and specifications covered by Review of the plans and tHE SN, this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signed ,j,,, Bojan Paukovic pa k", calculation indicates compliance with the Florida Energy Code. y',,,, ' ter °_ = r;.. u,,,, •, ;;;:`•.` :,„ O Oate: 2017 06.22 09:23:54 -04'00' PREPARED BY: - _ Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 cc a I hereby certify that this buildinj as designed, is in compliance Florida Statutes. with the Florida Energy Cod OWE OWNER/AGENT: BUILDING OFFICIAL: DATE: % DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/22/2017 9:22 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R4n5-2n14 PROJECT Title: Lot 201 Redwood LHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 201 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 90 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1957 16835.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 907 8435.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- --__ 253 ft2 11 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1 st Floor 34 ft 0 907 ft2 0.29 0 0.71 3 Floor Over Other Space 2nd Floor ---- ---- 797 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1297 ft2 0 1112 Dark 0.6 N 0.6 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1160 ft2 N N 6/22/2017 9:22 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1160 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Omt To-_ Wall_T.ype _ R-Value-Ft-In-_Et-In_ Area-R-Value_Eraction-Absor._Grade%_ 1 N=>E Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ft2 0 0.25 0.6 0 2 N=>E Exterior Concrete Block - Int Insul 1st Floor 4.1 3 0 9 4 28.0 ft2 0 0 0.6 0 3 E=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 4 E=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ill 0 0 0.6 0 5 W=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 NE Garage Frame - Wood 1 st Floor 11 37 0 9 4 345.3 ft2 0 0.25 0.6 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>S Insulated 1st Floor None .4 3 8 24 ft2 2 -=>NE Wood 1st Floor None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => chan ed to As Built rotated 90 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 e=>S 3 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 e=>S 3 Vinyl Low-E Double Yes 0.34 0.32 15.4 ft2 1 h 0 in 2 ft 0 in Drapes/blinds None 3 e=>S 4 Vinyl Low-E Double Yes 0.34 0.32 4.0 ft2 1 h 0 in 11 ft 0 in Drapes/blinds None 4 w=>N 5 Vinyl Low-E Double Yes 0.34 0.32 14.6 fie 1 h 0 in 1 h 0 in Drapes/blinds None 5 w=>N 5 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W=>N 5 Vinyl Low-E Double Yes 0.31 0.34 8.0 ft2 1 h 0 in 2 ft 0 in Drapes/blinds None 7 w=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.9 ft2 13 ft 0 in 2 ft 7 in Drapes/blinds None 8 w=>N 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 1 ft 0 in 11 h 0 in Drapes/blinds None 9 W=>N 6 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 1 1110 in 11 h 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 253 ft2 253 ft2 64 ft 9.3 h 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402.9 77.02 144.85 2456 5 6/22/2017 9:22 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts- 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 Sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS J ---- Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 391.4 ff Attic 97.85 It Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar HeatinHJan HFeb NMar Apr Apr May Jun Jul MayJunJulAuge AugSepOct Oct Nov Nov Dec Dec Venting Jan Feb Mar Apr May Jun Jul Aug Sep 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 6/ 22/2017 9:22 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. O 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. O 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 verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, 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. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/22/2017 9:22 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 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 1/2 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). O 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 1406F (380C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O 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 atilt 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 heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/22/2017 9:22 AM 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. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 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 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. O 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 O 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. 6/22/2017 9:22 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 400.00 f12b. Frame - Wood, Adjacent R=11.0 345.33 ft 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1160.00 f12 1957 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 165.37 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 8.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEERA5.00 ft2 2.237 ft. 0.321 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft2 b. Floor Over Other Space R-0.0 797.00 ft2 c. other (see details) R= 253.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: 3 Sf C 'D1+e 14 AO_ City/FL Zip: Sa44 kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat O IVtE ST4 h erg WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/22/2017 9:22 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 201 Redwood LHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/22/2017 9:22 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Enure House One Stop Cooling and Heating Job: Lot 201 Redwood LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web, www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FI Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 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 11614 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.97 18994 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh Heat95g Coolin none) Area ft 2 7 195 Equipment latent load 3729 Btuh Volume (ft3) 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load (Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AH R I ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/ltallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2017-Jun-22 09 20 36 1415 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 Desktop\TEMP PRINT\Lot 201 Redwood LHG - S.rup Calc - MJ8 Building laces. S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 201 Redwood LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 •6920 Fax: (407) 629 • 9307 Web www OneSlopCooling tom License. CAC032444 1 Room name Entire House PWDR 2 Exposed wall 84.0 It 6.5 it 3 Room height 8.6 it d 9.3 It heat/cool 4 Room dimensions 4.0 x 8.0 It 5 Room area 1956 8 ft2 32.0 It2 Ty Construction U•value Or HTM Area (It2) Load Area (fl2) Load number numberI Stuh/ft2-*F) 13 or perimeter (II) Btuh) or penmeter (ft) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-OSw 0.091 n 2.38 2.41 56 56 133 135 0 0 0 0 W 13A-40cs 0.143 n 3.73 2.90 28 28 104 81 28 28 104 8t 12C-Osw 0.091 a 2.38 2.41 172 127 301 305 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 30 0 266 944 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 15 0 137 485 0 0 0 0 13A-40cs 0.143 a 3.73 2.90 88 60 225 175 33 29 107 83 LZ 4A5.2ov 0.340 a 8.87 31.45 4 0 35 126 4 0 35 126 11D0 0.390 a 10.18 12.27 24 24 244 294 0 0 0 0 Vjl 0. 340 w 2. 87 2.41 115 119 0 0 0 0 A5-2ov4A5.2ov 0.340 w 8.87 31.45 15 0 129129 459459 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 30 0 266 944 0 0 0 0II--ffGa 485.21v 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 Vy 13A-40cs 0.143 w 3.73 2.90 200 129 480 372 0 0 0 0 I--1 10D-v 0.340 w 8.87 7.73 18 18 159 138 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 18 0 155 550 0 0 0 0 r(G 4A5.2ov 0.340 w 8.87 31.45 36 0 319 1132 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 344 344 817 518 116 116 276 175 C 16B•30ad 0.032 0.84 1.76 1116 1116 932 1962 11 11 9 18 F 19A-Obscp 0.295 2.89 2.04 11 11 31 22 0 0 0 0 F 19C•19csco 0.049 0.44 0.31 254 254 112 79 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 852 34 1047 0 32 7 200 0 6 c) AED excursion 1311 13 Envelope loss/gain 6243 10579 731 470 12 a) Irdiltration 3436 1295 290 109 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 27201 10 Subtotal (lines 6 to 13) 9678 15515 1021 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 368 202 14 Subtotal 9678 15515 1389 792 1151 Duct loads I 20% 26% 1936 3986 20%1 2W. 1 278 203 Total room load 11614 19501 1 1 1667 995 Air required (cfm) 0 1000 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ot&' wrightsoft- 2017-Jun-2209:20:36 Right -Suite® Universal2017 17.0.23 RSU16877 Page 1 Desktop\TEMP PRINT\Lot 201 Redwood LHG - S.rup Calc - MJ8 Building faces: S wrightsofC Right-J® Worksheet Job: Lot 201 Redwood LHG - S Entire House Date: 06-22-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web- www.0neStopCooling.com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 0 It 17.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 293.5 p 1.0 x 347.8 It 5 Room area 293.5 W 347.8 f12 Ty Construction U-value Or HTM Area (III Load Area (I12) Load number Btuh/IR••F) BtuhlIII or perimeter (ft) Btuh) or perimeter (It) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 li12C- Osw 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 V l I t3A-flocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0211DO0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 G 4AS-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 485.2fv 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 V)I 13A-40cs 0.143 w 3.73 2.90 0 0 0 0 163 91 341 265 10D•v 0.340 w 8.87 7.73 0 0 0 0 18 18 159 138 4A5.2or 0.340 w 8.87 31.45 0 0 0 0 18 0 155 550 4A5.2or 0.340 w 8.87 31.45 0 0 0 0 36 0 319 1132 P 12C-Osw 0.091 2.38 1.51 65 65 155 98 0 0 0 0 C 16B•30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 294 0 0 0 348 18 539 0 6 c) AED excursion 122 992 Envelope loss/gain 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 155 1176 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotal 890 1581 2735 3531 1151 Duct bads 1 20% 26% 178 406 20'/6 28% 547 907 Total room load 1068 1987 3282 4438 Air required (clm) 0 102 0 228 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017•Jun•22 09,20:36 Aam Right•Suite® Universal 2017 17.0.23 RSU16877 Page 2 Desktop\TEMP PRINT\Lot 201 Redwood LHG - S.rup Cak - MJ8 Building laces: S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 201 Redwood LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoating.com License: CAC032444 1 Room name STR1 MBED 2 Exposed wall 4.0 It 17.5 It 3 Room height 9.3 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 4.0 x 12.5 It 50.0 ft2 17.5 x 14.5 It 253.8 It2 Ty Construction U•value Or HTM Area (Il2) Load Area (It2) Load number Btuh/1l2 °F) at III or perimeter (ft) Bluh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W W 120-0sw 13A-40cs 12C-0sw 0.091 0.143 0.091 n n a 2.38 373 2.38 241 2.90 2.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5.2ov 4A5-2ov 0.340 0.340 a a 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl I=: 13A-40cs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 11DO 0.340 0.390 a a 8.87 10.18 31.45 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 4A5-2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 140 15 95 0 227 129 230 459 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 30 0 266 944 485-21v 13A-40cs 0.310 0.143 w w 8.09 3.73 32.48 2.90 0 37 0 37 0 139 0 108 0 0 0 0 0 0 0 0 100•v 4A5.2ov 0 340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2ov 120-0sw 0 340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168•30ad 0.032 0.84 1.76 0 0 0 0 254 254 212 446 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 9 9 25 18 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 6 c) AED excursion 16 480 Envelope loss/on 262 91 859 2576 12 a) Infiltration 178 67 672 253 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 440 159 1531 3290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 440 159 351 664 14 Subtotal 0 0 1882 3954 15 Duct loads 20% 260% 0 0 20% 26'/e 3761 1016 Total room load 0 0 1 2258 4970 Air required (clm) 0 0 0 255 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsotFt- 2017•Jun 22 0 Right•Suite® Universal 2017 17.0.23 RSU16877 Page 3 Desktop\TEMP PRINT\Lot 201 Redwood LHG • S.rup Cale - MJ8 Building faces: S wrightsoft Right -A Worksheet Job: Lot 201 Redwood LHG - S Entire House Date: 06-22-2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 • 9307 Web www.OneStopCooling com License, CAC032444 1 Room name MW IC LAUN 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 8.5 x 7.5 It 6.0 x 7.0 It 5 Room area 63 8 It' 42.0 It' Ty Construction U•value Or HTM Area (Ill Load Area (It2) Load number Btuh/ItMF) B(uh/It2) or perimeter ((l) Btuh) or perimeter (11) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-40cs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4AS-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5.21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 13A-40cs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 IOD-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 3145 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 64 64 53 112 42 42 35 74 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 54 Envelope loss/gain 53 102 35 20 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 01 1 500 Subtotal (lines 6 to 13) 53 102 35 520 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct loads 1 20% 26% 13 37 201/6 1 261% 13 174 Total room bad 80 179 80 850 Air required (clm) 0 9 0 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 09:20:36 AM Right -Suite® Universal 2017 17.0.23 RSU16877 Page 4 Desktop\TEMP PRINT\Lot 201 Redwood LHG - S.rup Calc - MJ8 Building laces: S wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 201 Redwood LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629. 9307 Web www.OneStopCooling.com License: CAC032444 1 Room name METH MTOI 2 Exposed wall 0 It 0 it 3 Room height 8.0 1t heat/cool 8.0 1t heaticool 4 Room dimensions 1.0 x 105.5 it 3.5 x 6.0 It 5 Room area 105.5 112 21.0 ft2 Ty Construction U-value Or HTM Area (It2) Load Area (W) Load number Btuhilt2-*F) Btuhlltq or perimeter (1t) atuh) or perimeter (1t) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-40rs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 Li12C- Osw 0.091 a 2.38 241 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 V I-- 13A4ocs 0 143 e 373 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0II -GO 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 TE 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 485.21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 13A4ocs 0143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 106 106 88 186 21 21 18 37 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 3 Envelope loss/gain 88 168 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 88 168 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 1151 Duct bads 20% 26% 24 BO 201/6 26% 1 4 9 Total room bad 144 389 1 1 21 42 Air required (cfm) 0 20 0 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wrightsoft' 2017-Jun-22 09 20 36 P. Right -Sure® Universal 2017 17.0.23 RSU16877 Page 5 Desktop\TEMP PRINT%Lot 201 Redwood LHG - S.rup Catc - MJ8 Building faces: S wrightsoft, Right-J® Worksheet Job: Lot 201 Redwood LHG - S Entire House Date: 06-22.2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 •6920 Fax: (407) 629 • 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name BE03 2 Exposed wall 0 It 19.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 3.0 x 5.5 It 16.5 ft2 1.0 x 1510 It 151.0 I12 Ty Construction U-value Or HTM Area (119 Load Area (It2) Load number Btuh/112-*F) at III or perimeter (It) Btuh) or perimeter (It) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 1210-0sw 0.091 n 2.38 2.41 0 0 0 0 56 56 133 135 W 13A-40ce 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 96 66 157 159 4A5-aov 0.340 a 8.87 31.45 0 0 0 0 30 0 266 944 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 yl 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 L-GD 4A5.2ov 1100 0.340 0.390 e a 887 10.18 31.45 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 4A5.2ov 0.091 0 340 w w 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 485.21v 13A-4ocs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100-v 4A5.2ov 0.340 0.340 w w 8.87 887 7.73 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ov 1210-0sw 0.340 0.091 w 8.87 2.38 31.45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P C 16B•30ad 0.032 0.84 1.76 17 17 14 29 151 151 126 266 F 19A•Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 149 149 66 47 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 136 Envelope loss/gam 14 26 748 1686 12 a) Infiltration 0 0 729 275 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 14 26 1477 2191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 26 10 48 14 Subtotal 0 0 1487 2239 15 Duct bads 1 20% 26% 0 0 20% 26% 297 575 Taal room load 0 0 1785 2814 Air required (clm) 0 0 0 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 09:20 36 Right -Suite® Universal 2017 17 0 23 RSU16877 page 6 Desktop\TEMP PRINT\Lol 201 Redwood LHG - S.rup Cale- MJ8 Building laces. S wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 201 Redwood LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 •6920 Fax, (407) 629 • 9307 Web: www.OneStopCooling.com License CAC032444 1 Room name STH2 BE02 2 Exposed wall 0 It 9.5 it 3 Room height 8.0 1t heaVcool 8.0 It heat/cool 4 Room dimensions 6.0 x 5.5 It 1.0 x 158.5 It 5 Room area 33.0 fP 158.5 W Ty Construction U-value Or HTM Area (III Load Area (Its Load number Bluh/ftZ•F) 81uh/ft2) or perimeter (It) atuh) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 1210-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0143 n 3.73 2.90 0 0 0 0 0 0 0 0 1210-0sw 0 091 a 2.38 2.41 0 0 0 0 76 61 144 146 4A5.2ov 0.340 a 8.87 31AS 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 15 0 137 485 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0 340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 1018 12.27 0 O 0 0 0 0 0 0 1210-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31AS 0 0 0 0 0 0 0 0G 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 485.21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh13A-4ocs 0.143 w 3.73 2.90 0 O 0 O 0 0 0 0 100-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0 340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.84 1.76 33 33 28 58 159 159 132 279 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 33 33 15 10 26 26 12 8 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 49 Envelope loss/gain 42 62 425 966 12 a) Infiltration 0 0 365 137 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 1 230 Appliances/other 01 1 0 Subtotal (lines 6 to 13) 42 62 789 1334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 13 66 27 132 14 Subtotal 56 128 816 1466 15 Duct loads 1 20% 26% 11 33 209/6 261% 163 377 Total room load 67 161 1 979 1843 Air required (cfm) 0 8 0 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017•Jun•22 09:20:36 Right•Suite® Universal 2017 17.0.23 RSU16877 Page 7 Oesklop\TEMP PRINT\Lot 201 Redwood LHG • S.rup Cale- MJ8 Building faces: S wrightsoft Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 201 Redwood LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 • 6920 Fax: (407) 629 • 9307 Web www.OneStopCooling.com License CAC032444 1 Room name STR2 FOY 2 Exposed wall 4.0 It 6.0 It 3 Room height 8.0 It heat/cool 9.3 It heat/cool 4 Room dimensions 4.0 x 16.5 It 10 x 1100 It 5 Room area 66.0 I12 110.0 It= Ty construction U-value Or HTM Area (It2) load Area (Itq Load number Btuh/It;•F) atuh/It2) or perimeter (It) Bluh) or perimeter (11) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 373 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 yl 13A-40cs 0.143 a 3.73 2.90 0 0 0 0 56 32 119 92 D^ 4A5.2ov 0.340 e 887 31.45 0 0 0 0 0 0 0 0 11D0 0.390 a 10.18 12.27 0 0 0 0 24 24 244 294 2C-Osw 0. 340 w 2. 87 2.41 32 24 57 58 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0TE 4AS-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5-21v 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 100•v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4AS2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 121 121 287 182 C 168.30ad 0.032 0.84 1.76 66 66 55 116 0 0 0 0 F I9A-0bscp 0.295 2.89 2.04 2 2 6 4 0 0 0 0 F 19C-19csco 0.049 044 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 110 6 185 0 6 c) AED excursion 96 63 Envelope loss/on 183 534 835 506 12 a) Infiltration 154 58 268 101 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) 336 592 1103 607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct loads 1 20% 26% 0 0 20%1 26'/6 0 0 Total room load 0 0 0 0 Air required (clm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 09:20:36 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 8 Desktop\TEMP PRINT\Lot 201 Redwood LHG - S.rup Cale - MJ8 Building laces: S wrightsoft' Right-J® Worksheet Job: Lot 201 Redwood LNG - S Entire House pate: 06-22-2017 One Stop Cooling and Heating By: XF/MC/BP 7226 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name PNTY TO12 2 Exposed wall 0 It 0 It 3 Room height 9.3 It heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 18.3 it 6.0 x 6.5 It 5 Room area 18.3 ft2 39.0 ft2 Ty Construction U•value Or HTM Area (ft2) Load Area (ft2) Load number BtuW112••F) at III or perimeter (it) atuh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A•40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 ILS 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 1 t 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 I I DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5.21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 13A-40cs 0.143 w 3.73 290 0 0 0 0 0 0 0 0 100•v 0 340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0 340 w 887 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 42 42 99 63 0 0 0 0 C 16B•30ad 0.032 0.84 1.76 0 0 0 0 39 39 33 69 F I9A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-tpm 1.180 30.80 0.00 18 0 0 0 0 0 0 0 6 c) AED excursion 7 54 Envelope loss/gain 99 56 38 19 12 a) Irdiffration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 10 500 Subtotal (lines 6 to 13) 99 66 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 78 14 Subtotal 99 66 54 597 15 Ouct bads 20% 26/6 20 17 MI 26%1 111 153 Total mom bad 119 83 1 1 65 750 Air required (cfm) I 1 0 4 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A: wrightsoft' 2017-Jun-22 09:20:36 4 A Right -Suite® Universal 2017 17.0.23 RSU16877 page 9 Desktop\TEMP PRINT\Lot 201 Redwood LHG - S rup Celc = MJ8 Building laces: S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 201 Redwood LHG - S Date: 06-22-2017 By: XF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 I Room name 2 Exposed wall 0 It 3 Room height 8.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 155.3 It 155.3 ft' Ty Construction U-value Or HTM Area (III Load Area Load number StulVftx•F) atuh/f(2) or perimeter (ft) atuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 W 13A-40cs 12C-Osw 0.143 0.091 n a 3.73 2.38 2.90 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 Vjl 13A-40cs 0.143 a 3.73 2.90 0 0 0 0 4A5-2ov 11 DO 0.340 0.390 a a 8.87 10.18 31.45 12.27 0 0 0 0 0 0 0 00 12C-0sw 4A5.2ov 0.091 0.340 w w 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0G I---GG 4A5.2ov 4B5.21v 13A-40cs 0.340 0.310 0.143 w w w 8.87 8.09 3.73 31.45 32.48 2.90 0 0 0 0 0 0 0 0 0 0 0 0 10D•v 4A5.2ov 0.340 0.340 w w 8.87 8.87 7.73 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 C 168-30ad 0.032 0.84 1.76 155 155 130 273 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 F 19C•19cscD 0.049 0.44 0.31 33 33 15 10 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 6 c) AED excursion 74 Envelope loss/gun 144 210 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains. Occupants @ 230 0 0 Appliances/other 500 Subtotal (lines 6 to 13) 144 710 Less extemal load 0 0 Less transfer 0 0 Redistribution 144 710 14 Subtotal 0 0 15 Duct bads 1 20%1 265/e 1 0 0 Total room load 0 0 T-1Airrequired (clm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-22 09:20:36 Right•Suite® Universal 2017 17.0.23 RSU16877 Page 10 Desktop%TEMP PRINT%Lot 201 Redwood LHG - S rup Calc = MJ8 Building faces: S a Duct System Summary Job: Lot 201 Redwood LHG - S wrightsol e y Date: 06-22-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun. Winter Park. FL 32792 Phone, (407) 629 . 6920 Fax: (407) 629 - 9307 Web, www OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FI External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.251 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.251 in/100ft 1000 cfm 136 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BE02 c 1843 0 94 0.327 6.0 Ox 0 VIFx 9.0 95.0 st1 BED3 c 2814 0 144 0.307 7.0 Ox 0 VIFx 15.6 95.0 st1 BTH2 c 161 0 8 0.322 4.0 Ox 0 VIFx 10.5 95.0 st1 FAM c 2219 0 114 0.270 6.0 OA 0 VIFx 20.8 105.0 st2 FAM-A c 2219 0 114 0.251 6.0 Ox 0 VIFx 25.7 110.0 st2 KIT c 1987 0 102 0.303 6.0 Ox 0 VIFx 7.2 105.0 st2 LAUN c 850 0 44 0.305 4.0 Ox 0 VIFx 16.5 95.0 st1 MBED c 2485 0 127 0.278 7.0 Ox 0 VIFx 22.5 100.0 st3 MBED-A c 2485 0 127 0.280 7.0 Ox 0 VIFx 21.2 100.0 st3 METH c 389 0 20 0.288 4.0 Ox 0 VIFx 18.1 100.0 st3 MTOI c 42 0 2 0.275 4.0 Ox 0 VIFx 23.8 100.0 st3 Mwlc c 179 0 9 0.299 4.0 Ox 0 VIFx 13.7 100.0 SO PNTY c 83 0 4 0.283 4.0 Ox 0 VIFx 15.3 105.0 st2 PWDR c 995 0 51 0.255 4.0 Ox 0 VIFx 23.2 110.0 st2 T012 c 750 0 38 0.313 4.0 Ox0 VIFx 13.6 95.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.251 705 10.0 0 x 0 VinlFlx SO Peak AVF 0 338 0.299 620 10.0 0 x 0 VinlFlx st3 Peak AVF 0 277 0.275 627 9.0 0 x 0 VinlFlx Bold/lfelle values have been manually overridden C wri htsof 2017-Jun-22 09 20:37 A:. 9 Right- Suite® Universal 2017 17.0.23 RSU16877 Page 1 Desktop\TEMP PRINT\Lot 201 Redwood LHG - S rup Calc - MJ8 Building laces: S 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 Matt Trunk rb4 Ox 0 0 1000 0 0 0 0 Ox 0 VIFx wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU16877 2017•Jun 22 0 Page 2Page2 Desktop\TEMP PRINT\Lot 201 Redwood LHG - S.rup Cale . MJB Building faces: S Static Pressure and Friction Rate Job: Lot 201 Redwood LHG - S wrightsoft` Date: 06-22-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 fax• (407) 629 - 9307 Web' www OneSlopCooling.com 4cense: CAC032444 For: Taylor Morrison Sanford, A Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available'static pressure 0.34 0.34 Total• Supply Return tt) n) Measured length of run -out 23 0 Measured length of trunk 3 0 Equivalent length of fittings 110 0 Total length 136 0 Total effective length 136 FrictionRate Heating Cooling in/100ft) iN100ft) Supply Ducts 0.251 > 0.18 0.251 > 0.18 Return Ducts 0.251 > 0.18 0.251 > 0.18 Fitting Equivalent LengthDetails Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TotaIEL=O C wri htsoft 2017•Jun-Jun09 20,37 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 m ...\Desktop\TEMP PRINT\Lot 201 Redwood LNG - S.rup Calc a MJ8 Building laces: S Level 1 I I tw LANAI etaaroE 4 0 iraG I u rnrxAtm wwu LM OF 2 FLOM HOVE 3 4r PAE0KEE W&L mecum Foram 6 OPENED AREA OPT 3r 1IGH PLNUN0 FAMILY1000.2W 10x10.2WT. cao. E .4 rb'otrt 4 114 c1m F6' nGNuce 6 u 0 1011(6 102 dm "DT•0F +?A 5 F4 ter 61, FBB 1 u lx4 KIT ENI:dm 4' a MISvauutmwuumm f it eC a4 PnoNeE HATFONON _ FOYER r M0VE GAFAM vw+ 9-OLD n4On FONt tw+ I 1 CAR GARAGE gg x44 CLO— Slicfm pp Lad OF 0 h GHGGE DOOR Ott PWOR rlwe VW aa. NT I , i+• ao , R xowo=GUNa s1 EF1 = 50 CFM Fan 4 1 EF2 = 80 CFM Fan EF3 = 110 CFM Fan ACPAOSSY13CMNSl2E 40,m(r EFLI = 50 CFM Fan 36-SEPARATIGH EFL2 = 80 CFM Fan t6.OFF WALL EFL3 = 110 CFM Fan I. PVC REFRIGLINE CHAS S VTR = Vent to Roof SYGC VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate TT = Thermostat 1818 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Job p: Lot 201 Redwood LHG - S One Stop Cooling and Hearing Scale: 1:74 Pertorrmed by XF/MC for:vyp t Or minion 7225 Sandsoove Cou4 P41SAGOLMNOW 2017 What Palk FL 32792 17 7023RSW6202 siI R Phone: (407)629.6920 Fax'(407)629.9307 2017Mer1O 1351:10 wwwOreSEpCGohocan Level 2 I I 2040 Fa 10502. TEb. EGRESS 20f0 W Me ON1 o n rr ao. raa0 2 1 2 i OWNERS SUITE 2 ra• SRB 2 4 r . rK%w CAP 0o 10 FONOM 001C160 REA 14omtYxem+l 17-15 1 1: 127 dm lox$ 12 127 dm 4. s 1 20 of 14x14 I> OWNE42 O 2drn BATH 6x4 ra aaaa. T TEW OWa 9' SHOWEn000n LAUNDR4Aetlm Way roan Sup t i 4rx4r 10 • I 8.4! WowE 9 taErtr` 00 n L a W II NIE 4Xl RAdrn - 2 4 W.I.C. 100fPCl0M t I 7 ARC w' SRS 1 llal 8cfm "C4 Y- JJ 2.30N BATH 4 • +0 x 10 ';r6 m Ona• 12 x 12 9• BEDROOM wu rc aa. 2' 0sr 10: 10 1. 44 dm 10x8 MOW EGRESSBEDROOM 3 — uDIEOFfL00ASELam rba0 EFf`- CFM Fan f; E12 = 80 CFM Fan i I EF3 = 110 CFM Fan I EFLt = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR - Vent to Roof VTW = Vent to Wall OV = Dyer Vent RV = Range Vent Llneset Chase Condensate OT = Thermostat 18/8 SR9 = Small Reduction Box LRB = Large Reduction Box Fes - Field Bum Box Job R: Lot 201 Redwood LNG . S One Stop Cooling and HPatlng Scale: 1 :74 Performed by XF/MC for: Page lbwmm ° 7225 Sandsoove Coun r§riS+409UW=W2017 Writer Peet. Fl. 32792 17.a23 nSUISM Sreort A Phone: (407)629.6920 Fax: (407)629.9307 2017 MW 101351:12 WWW0reS1CPCdolptan RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 202 Willow LHG - S Street: 3b7 Hu4st 6 YgrC, L&okA- Builder Name: One Stoo Cooling and Heating 'eulwl Permit Office: SQ w Wz4 / 10 City, State, Zip: Sanford , FL, Permit Number: 1 7 - 2 1 8 ' SANFOROOwner: Taylor Morrison 91Jurisdiction: 6 00 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) F`0 4R E 1. New construction or existing New (From Plans) 9. Wall Types (1690.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 864.00 ft2 b. Concrete Block - Int Insul, Exterior R-4.1 602.00 112 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R-11.0 224.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1310.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1310.00 ft2 6. Conditioned floor area above grade (ft2) 2058 b. N/A R= ft2 Conditioned floor area below grade (112) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(231.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 a. U-Factor: Dbl, U=0.34 227.36 112 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 4.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 34.8 SEER:15.20 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 1.922 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (2058.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 777.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 748.00 ft2 None c. other (see details) R= 533.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 52.98 Glass/Floor Area: 0.112 PASSTotalBaselineLoads: 56.40 1 hereby certify that the plans and specifications covered by Review of the plans and t-tHE STgT this calculation are in compliance with the Florida Energy specifications covered by this y Code. Digitally signed by Bolan Bojan Paukovic P-4-i, calculation indicates compliance with the Florida Energy Code. ki .,,,'''r ,.-•,, ,tay n, :::. • ',at `O Date: 2017.06.22 09:3656.04'00' PREPARED BY: Before construction is completed DATE: _ this building will be inspected for a G v y compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code COp WE OWNER/AGENT: i /_% BUILDING OFFICIAL: DATE: DATE: ' G_i7 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 an for whole house. 6/22/2017 9:34 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 202 Willow LHG - S Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2058 Lot # 202 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 135 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2058 17474.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 777 7226.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1281 10248 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 110 112 11 0.29 0 0.71 2 Floor over Garage 2nd Floor _--- ---- 423 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 64.5 ft 0 777 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 748 ft2 0 0.29 0 0.71 ROOF J Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1467 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC J Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1312 ft2 N N 6/22/2017 9:34 AM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R4n5-2n14 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1310 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V #-Ornt To Wall Type- -- Space R_Value--Ft-In-Ft-In Area-.R Value- Fraction-Absor._Grade%_ 1 SW=>N Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ft2 0 0.25 0.6 0 2 SW=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0 3 NW=>E Exterior Frame - Wood 2nd Floor 13 3 0 8 0 24.0 ft2 0 0.25 0.6 0 4 NE=>S Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ft2 0 0.25 0.6 0 5 NE=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 23 6 9 4 219.3 ft2 0 0 0.6 0 6 SE=>W Exterior Frame - Wood 2nd Floor 13 61 0 8 0 488.0 ft2 0 0.25 0.6 0 7 SE=>W Exterior Concrete Block - Int Insul 1 st Floor 4.1 39 6 9 4 368.7 ft2 0 0 0.6 0 8 E Garage Frame - Wood 1st Floor 11 24 0 9 4 224.0 ft2 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 -=>E Wood 1 st Floor None 46 2 8 6 8 17.8 ft2 2 SE->W Wood 1st Floor None 46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 135 degrees). Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 SW=>N 1 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 NE=>S 4 Vinyl Low-E Double Yes 0.34 0.32 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 NE=>S 5 Vinyl Low-E Double Yes 0.34 0.32 17.8 ft2 13 It 0 in 2 ft 7 in Drapes/blinds None 4 NE=>S 5 Vinyl Low-E Double Yes 0.34 0.32 54.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 5 SE=>W 6 Vinyl Low-E Double Yes 0.34 0.32 14.6 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 SE=>W 6 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 SE=>W 6 Vinyl Low-E Double Yes 0.31 0.34 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 SE=>W 7 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 461 ft2 461 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00027 1456.2 79.94 150.34 2424 5 6/22/2017 9:34 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.234.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # J # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 411.6 ft Attic 102.9 ft Prop. Leak Free 2nd Floor cfm 61.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin r Heating [X} Jan r Feb Mar Jan [X Feb Mar A rEr May Jun Jul AugefMayfJunJulfAugSep Oct Oct Nov Nov Dec Dec Ventin [) Jan [ ] Feb Mar Xl r [ May [ Jun Jul [ Au 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 6/22/2017 9:34 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford, 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. 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 verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, 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 heating 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 heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/22/2017 9:35 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 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 1050F (41 •C) or below 556F (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 1/2 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). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 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 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. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/22/2017 9:35 AM 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 it 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. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 406F. 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 all -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 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. 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 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. 6/22/2017 9:35 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (n2 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC-0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 864.00 n2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 n2 1 c. Frame - Wood, Adjacent R=11.0 224.00 ft2 3 d. N/A R= 112 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1310.00 n2 2058 b. N/A R= n2 Area c. N/A R= n2 227.36 n2 11. Ducts R n2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 4.00 n2 12. Cooling systems kBtu/hr Efficiency n2 a. Central Unit 34.8 SEER:15.20 n2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 32.8 HSPF:8.70 1.922 n. 0.320 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 777.00 n2 b. Floor Over Other Space R=0.0 748.00 n2 c. other (see details) R= 533.00 n2 14. Hot water systems Cap: 50 gallonsa. Electric EF: 0.9 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: I 9-/ I Address of New Home: 30 &W C 4*e City/FL Zip: t 711P 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. 6/22/2017 9:34 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 202 Willow LHG - S Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/22/2017 9:35 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Enure House One Stop Cooling and Heating Job: Lot 202 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax- (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13492 Btuh Structure 15704 Btuh Ducts 2629 Btuh Ducts 8351 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none e) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16121 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipmeri sensible load 23430 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2850 Btuh Ducts 1826 Btuh Central vent (0 cfm) 0 Btuh Heaton Coolon none) Area (ft2 209 209 Equipment latent load 4676 Btuh Volume (ft3) 17736 17736 Air changes/hour 0.41 0.21 Equipment Total Load Sen+Lat) 28105 Btuh Equiv. AVF (cfm) 121 62 Req. total capacity at 0.75 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-036-230-19 Cond 14HPX-036-230-19 AHRI ref 7044407 Coil CBX27UH-036-230'++TDR AH R I ref 7044407 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.2 SEER Heating input Sensible cooling 26100 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rose 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 24 OF Bold/Italle values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Z. + wtrightsof - Right•Suite® Universal 2017 17.0.23 RSU M877 2017•Jun•22 09:age I R..c.A Pape 1 n\Desklop\TEMP PRINT\Lot 202 Willow LNG . S rup Calc a MJ8 Building faces S wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 202 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0neStopCooling.com License: CAC032444 1 Room name Entire House POU 2 Exposed wall 172.5 It 0 It 3 Room height 8.5 It d 9.3 It heat/cool 4 Room dimensions 4.0 x 9.0 If 5 Room area 2090.5 It2 36.0 It2 Ty Construction U•value Or HTM Area (lt2) Load Area (It2) Load Btutt/ft2••F) Stuh/lt I or perimeter (It) Btuh) I or perimeter (ft) Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 t12C-Osw C 4A5-2ov 13A-40cs 0.091 0.340 0.143 ne no no 2.38 8.87 3.73 2.41 23.74 2.90 176 30 14 146 0 14 347 266 52 351 712 40 0 0 0 0 0 0 0 0 0 0 0 0W 11-G 12C-0sw 4A5-2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 488 15 439 2 1044 129 1058 331 0 0 0 0 0 0 0 0 I- G 4A5.2ov 4B5.21v 13A-4ocs 0.340 0.310 0.143 se se se 8.87 8.09 3.73 22.69 20.49 2.90 30 4 367 4 1 307 266 32 1147 681 82 890 0 0 0 0 0 0 0 0 0 0 0 0 s 10D•v 4A5.2ov 0 340 0.340 se se 8.87 8.87 14.77 24.37 24 36 6 0 213 319 355 877 0 0 0 0 0 0 0 0 yI G 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 sw sw sw 2.38 8.87 3.73 2.41 22.69 2.90 176 45 219 131 6 147 311 399 549 315 1021 426 0 0 0 0 0 0 0 0 0 0 0 0 100-v 4AS-2ov 0.340 0.340 sw sw 8.87 8.87 7.73 24.37 18 18 18 0 159 155 138 426 0 0 0 0 0 0 0 0 W P L-0 4A5.2ov 12C-Osw 12C-Osw 0.340 0.091 0.091 sw rtw 8.87 2.38 2.38 24.37 2.41 1.51 36 24 223 0 24 205 319 57 488 877 58 309 0 0 56 0 0 56 0 0 133 0 0 84 1100 168-30ad 0 390 0.032 n 10.18 0.84 12.27 1.76 18 1312 18 1312 182 1096 219 2307 0 0 0 0 0 0 0 0C F t9A-Obscp 0.295 2.89 2.04 111 111 320 225 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 423 423 188 132 0 0 0 0 F 22A-tpm 1.180 30.80 000 779 ray 1986 0 36 0 0 0 61 c) AED excursion 0 9 Envelopeloss/gain 10025 11832 Im 75 12 a) Infiltration 3466 1252 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 1700 0 Subtotal (lines 6 to 13) 13492 157041133 75 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13492 15704 133 75 15 Duct loads 1 191% 53% 2629 8351 19"a 53% 26 40 Total room bad I 16121 24056 158 115 Air required (clm) I 1 0 1160 0 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- Right-Suile® Universal 2017 17.0.23 RSU16877 2017-Jun-22 09:25: ; n\Desklop\TEMP PRINT\Lot 202 Willow LHG • S.rup Calc - MJ8 Building laces: S wrightsoft* Right-J® Worksheet Job: Lot 202 Willow LHG - S Entire House Date: 06-22-2017 By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629 - 9307 Web www OneSlopCooling.com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 12.0 it 28.0 It 3 Room height 9.3 It heat/cool 9.3 it heat/cool 4 5 Room dimensions Room area 18.0 x 10.5 It 189.0 112 15.0 x 13.0 It 195.0 Its Ty Construction U•value Or HTM Area (It9 Load Area (Its Load number Btuh/ft;°F) atuhlft2) or perimeter (It) atuh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 yl 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 ne ne ne 2.38 8.87 3.73 2.41 23.74 290 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 1N 11 G 12C-Osw 4A5-2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-- G 4A5.2ov 485-21v 13A-40cs 0.340 0.310 0.143 se se se 8.87 8.09 3.73 22.69 20.49 2.90 0 0 98 0 0 98 0 0 364 0 0 283 0 0 121 0 0 121 0 0 451 0 0 350 ffGGii 10D•v 4A5.2ov 0.340 0.340 se se 8.87 8.87 1477 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy G VV II 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 sw sw sw 2.38 8.87 3.73 2.41 22.69 290 0 0 14 0 0 14 0 0 52 0 0 40 0 0 140 0 0 86 0 0 321 0 0 249 I--G10D•v 4A5.2ov 0.340 0 340 sw sw 8.87 8.87 7.73 24.37 0 0 0 0 0 0 0 0 0 18 0 0 0 155 0 426 I{_ G W P LD 4A5.2ov 12C-Osw 12C-Osw 0 340 0.091 0 091 sw nw 8.87 2.38 2.38 24.37 2.41 1.51 0 0 167 0 0 150 0 0 355 0 0 225 36 0 0 0 0 0 319 0 0 877 0 0 11D0 16B-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 18 0 18 0 182 0 219 0 0 0 0 0 0 0 0 0C F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 189 12 370 0 195 28 862 0 61 c) AED excursion 1.223 1 289 Envelopeloss/gain 1323 545 2109 2192 12 a) Infiltration 264 95 617 223 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 1200 1 0 Subtotal (Imes 6 to 13) 11587 1640 2726 2414 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1587 1840 2726 2414 Duct bads I 19Y. 531% 309 978 19% 53% 531 1284 r Total room load 1 1897 2818 3257 3698 Air required (cfm) 0 136 1 1 0 178 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4mk Ak wrightsoft' Right -Suite® Universal 2017 17.0.23 ASU16877 2017 Jun 22 Page 2 n\Desktop\TEMP PRINT\Lot 202 Willow LHG - S rup Calc - MJ8 Building faces S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 202 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Paris, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name CAFE STR1 2 Exposed wall 24.5 It 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 1.0 x 310.5 It 310.5 Itx 4.0 x 12.0 It 48.0 112 Ty Construction U-value Or HTM Area (Itj Load Area (ft2) Load number Blut ltzoF) Btuhl(t2) or perimeter (Il) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Hew cod Gross N/P/S Heat Cod 6 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 ne no no 2.38 8.87 3.73 2.41 23.74 2.90 0 0 14 0 0 14 0 0 52 0 0 40 O 0 0 0 0 0 0 0 0 0 0 0W 11 G 12C.Osw 4A5.2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L- G 4A5.2ov 485.21v 13A-4oc8 0.340 0.310 0.143 se se se 8.87 8.09 3.73 22.69 20.49 2.90 0 0 149 0 0 89 0 0 331 0 0 257 0 0 0 0 0 0 0 0 0 0 0 0v f f 10D•v 4A5.2ov 0.340 0.340 se se 8.87 8.87 14.77 24.37 24 36 6 0 213 319 355 877 0 0 0 0 0 0 0 0 Vy G Vh13A-40cs 12C-0sw 4A5.2ov 0.091 0.340 0.143 sw sw sw 2.38 8.87 3.73 2.41 22.69 2.90 0 0 65 0 0 47 0 0 176 0 0 137 0 0 0 0 0 0 0 0 0 0 0 0 10D•v 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 7.73 24.37 18 0 18 0 159 0 138 0 0 0 0 0 0 0 0 0 W P L-0 4A5.2ov 12C-Osw 12C-Osw 0.340 0.091 0.091 sw nw, 8.87 2.38 2.38 24.37 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 16B•30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C F M-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 311 25 756 0 48 0 0 0 61 c) AED excursion 1 63 1 0 Envelope loss/gain 2005 1867 0 0 12 a) Infiltration 540 195 0 0 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) 2545 2062 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2545 2062 0 0 15 Duct bads 19% M 496 1097 19% M 0 0 Total room bad 3041 3158 0 0 Air required (clm) 0 152 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 . wrightsOft- Right•Suite® Universal 2017 17.0.23 RSU16877 2017•Jun•22 0Page 3 n\Desktop\TEMP PRINT\Lot 202 Willow LHG - S.rup Celc - MJ8 Building laces: S wrightsofir Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 202 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoolmg com License CAC032444 1 Room name MBED MWIC 2 Exposed wall 30.5 It 7.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 15.0 x 15.5 It 232.5 fl2 7.0 x 12.5 It 87.5 ft2 Ty n U-v Or Area LoadnumbertutyfizF) Btuh/It2) ore perimeter (fl) at) perimeter (It) 8 Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 yl 12C-0sw 4A5.2ov 13A-400s 0.091 0.340 0.143 no ne no 2.38 8.87 3.73 2.41 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G W 11-G 12C.Osw 4A5.2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 124 15 109 2 260 129 263 331 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 I{_-_-GG 485.21v 13A40cs 0.310 0.143 se se 8.09 3.73 20.49 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10D-v 4A5.2ov 0.340 0.340 se se 8.87 8.87 14.77 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 1--G 12C-0sw 4A5.2ov 13A4ocs 0.091 0.340 0.143 sw sw sw 2.38 8.87 3.73 2.41 22.69 2.90 120 45 0 75 6 0 178 399 0 181 1021 0 56 0 0 56 0 0 133 0 0 135 0 0 1013•v 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 7.73 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P L-D 4A5.2ov 12C-0sw 12C-Osw 0.340 0.091 0.091 sw nw 8.87 2.38 2.38 24.37 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIDO 168- 30ad 0. 390 0. 032 n 10.18 0. 84 12. 27 1. 76 0 233 0 233 0 194 0 409 0 a8 0 88 0 73 0 154 CF 19A Obscp 0.295 2.89 2.04 91 91 263 186 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 36 Envelope loss/on 1424 2373 206 252 12 a) Infiltration 578 209 133 48 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/ other 0 0 Subtotal ( lines 610 13) 2002 3042 339 300 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2002 3042 339 300 15 Duct loads 1 19'/a 53% 390 1618 19% 531/6 66 160 Total room bad I 2392 4669 405 460 Air required (clm) 1 0 225 1 0 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. aGA wrightsotFt- 2017-Jun-22 09 Right - Suite® Universal 2017 17.0.23 ASU16877 age 4 n\ Desklop\TEMP PRINT\Lot 202 Willow LHG - S.rup Calc - MJ8 Building laces: S wrightsoft Right-J® Worksheet Job: Lot 202 Willow LHG - S Entire House Date: 06-22.2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 -9307 Web: www.0neStopCooling.com License: CAC032444 1 Room name LAUN MBTH 2 Exposed wall 0 It 11.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 7.0 x 9.5 It 66.5 ftx 1.0 x 103.8 It 103.8 ft2 Ty Constriction U-value Or HTM Area (It2) Load Area (ft) Load number Btuh/IR-*F) atuh/Ilq) I or perimeter (it) atuh) or penmeter (ft) Stuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 W 12C-0sw 4A5.2ov 13A-40cs 0.091 0.340 0.143 ne ne ne 2.38 8.87 3.73 2.41 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G W 11-G 12C-0sw 4A5-2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 0 0 0 0 0 0 0 0 88 0 84 0 200 0 202 0 L-- G 4A5.2ov 4B5.2fv 13A-4ocs 0.340 0.310 0.143 se se se 8.87 8.09 3.73 22.69 20.49 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 1 0 0 32 0 0 82 0v I--G 100•v 4A5-2ov 0.340 0.340 se se 8.87 8.87 14.77 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI C Vh13A-40cs 12C-0sw 4A5.2ov 0.091 0.340 0143 sw sw sw 2.38 8.87 3.73 2.41 22.69 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OD-v 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 7.73 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P L D 4A5.2ov 12C-0sw 12C-Osw 0.340 0.091 0.091 sw nw 8.87 2.38 2.38 24.37 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 168.30ad 0.390 0.032 n 1018 0.84 12.27 1.76 0 67 0 67 0 56 0 117 0 104 0 104 0 87 0 182C F 19A.0bscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 3080 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 67 5 Envelope loss/on 56 50 329 469 12 a) Infiltration 0 0 2W 75 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13) 56 550 538 544 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 9 17 0 0 14 Subtotal 64 567 538 544 15 Duct loads 1 1We 1 53%1 13 301 19% 53% 106 M Total room bad 77 M 643 834 Air required (cm) 0 42 0 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Jun-22 09:25:27 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 5 n\Desktop\TEMP PRINT\Lot 202 Willow LHG - S.rup Calc - MJ8 Building faces: S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 202 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web- www OneStopCooling com License: CAC032444 1 Room name MTOI WIC2 2 Exposed wall 0 It 14.0 It 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 6.5 x 3.5 it 22.8 ft2 5.0 x 90 (t 450 f12 Ty Construction U-value Or HTM Area (It2) Load Area pv) Load number BtutVft2-*F) atuh/ft2) or penmeter (it) Btuh) or perimeter (It) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VM G 12C-Osw 4A5.2ov 13A-4ocs 0.091 0.340 0.143 ne no ne 2.38 8.87 3.73 2.41 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 40 0 0 40 0 0 95 0 0 96 0 0W 12C-Osw 0.091 se 2.38 2.41 0 0 0 0 72 72 171 173 11 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4B5.2fv 13A•4ocs 0.310 0.143 se se 8.09 3.73 20.49 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IOD•v 4A5-2ov 0.340 0.340 se se 8.87 8.87 14.77 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 0.143 sw sw 8.87 3.73 22.69 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TE 13A-40cs 1 OD-v 0.340 sw 8.87 773 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W P L-D 4A5.2ov 12C-Osw 12C-Osw 0.340 0.091 0.091 sw nw 8.87 2.38 2.38 2437 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11130 168-30ad 0 390 0.032 n 1018 0.84 12.27 1.76 0 23 0 23 0 19 0 40 0 45 0 45 0 38 0 79C F 19A-0bscp 0.295 289 2.04 0 0 0 0 0 0 0 0 F F 19C•19cscp 22A-tpm 0.049 1180 0.44 30.80 0.31 0.00 0 0 0 0 0 0 0 0 45 0 45 0 20 O 14 0 61 c) AED excursion 4 50 Envelope loss/gain 19 36 324 313 12 a) Infiltration 0 0 265 96 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) 19 361 589 409 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 19 0 0 36 0 0 589 0 0 409 15 Duct loads 19ye 1 539/6 1 4 19 19 . 53% 115 217 Total room load Air required (cim) 23 0 55 3 703 0 626 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 014- wrightsoft- Right -Suite® Universal 2017 17.0.23 ASU16877 2017 Jun 22 0 :25e277 n\Desktop\TEMP PRINT\Lot 202 Willow LHG • S rup Calc a MJ8 Building faces: S g wrightsoft* Right-J® Worksheet Job: Lot 202 Willow LHG - S Entire House Date: 06-22-2017 By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 -9307 Web www OneStopCooling.com License: CAC032444 1 Room name BE03 WIC3 2 Exposed wall 18.0 It 5.0 It 3 Room height 8.0 It heat/cool 80 It heat/cool 4 5 Room dimensions Room area 12.0 x 12.0 It 144.0 Itz 5.0 x 9.0 It 45.0 ft' Ty Construction number U-value Stuh/ItZ•F) Or HTM atuh/It Area (III or perimeter (ft) Load Btuh) Area (02) I or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 12C-Osw 0.091 ne 2.38 241 96 66 157 159 40 40 95 96 4A5.2ov 13A4ocs 0 340 0 143 no ne 8.87 3.73 23.74 2.90 30 0 0 0 266 0 712 0 0 0 0 0 0 0 0 0 G W 12C.Osw 0.091 se 2.38 2.41 24 24 57 58 0 0 0 0 1 1 4A5.2ov 0.340 se 8.87 2269 0 0 0 0 0 0 0 0 4A5.2ov 485.21v 0 340 0.310 se se 8.87 8.09 22.69 20.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! 13A-flocs 0 143 se 373 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 se 8.87 14.77 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 887 24.37 0 0 0 0 0 0 0 0 Vy I--G 12C-Osw 4A5.2ov 0.091 0.340 sw sw 2.38 8.87 2.41 22.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-flocs 0.143 sw 3. 2. 0 0 0 0 0 0 0 0 TE tOD-v 0.340 sw 8.8787 7.7373 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W P LO 4A5.2ov 12C-Osw 12C-Osw 0.340 0.091 0.091 sw nw, 8.87 2.38 2.38 24.37 2.41 1.51 0 24 0 0 24 0 0 57 0 0 58 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 168-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 144 0 144 0 120 0 253 0 45 0 45 0 38 0 79C F 19A-Obscp 0.295 2.89 204 12 12 35 24 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 132 132 59 41 45 45 20 14 F 22A•tpm 1.180 30.80 0.00 0 0 O 0 0 0 0 0 61 c) AED excursion 13 1 24 Envelope loss/gain 750 1308 153 165 12 a) Infiltration 341 123 95 34 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1091 1661 247 199 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1091 1661 247 1% 15 Duct bads 190/0 53% 213 884 19/. 53% 48 106 Total room bad IW4 2545 295 306 Air required (cfm) 0 123 0 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. MA wrilght9oft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017 Jun 22 0 Pagel n\Desktop\TEMP PRINT\Lot 202 Willow LHG - S.rup Calc - MJ8 Building faces S 9 wrightsoft, Right-J® Worksheet Job: Lot 202 Willow LHG - S Entire House Date: 06-22-2017 By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 • 9307 Web. www.0neSiopCooling.com License CAC032444 1 Room name STH2 TO12 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heal/cool 8.0 It heat/cool 4 5 Room dimensions Room area 7.0 x 5.5 It 38.5 I12 7.0 x 6.0 It 42.0 ft2 Ty Construction U•value Or HTM Area (III Load Area (ft2) Load number Btuh/Wl *F) atuh/ft2) or perimeter (it) Btuh) or perimeter ((t) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vy L-f 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 ne ne ne 2.38 8.87 3.73 2.41 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 11-G 12C.Osw 4A5.2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I)- G 4A5.2ov 485.21v 13A-40cs 0.340 0.310 0.143 se se se 8.87 8.09 3.73 22.69 20.49 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lICC 100•v 4A5-2ov 0 340 0.340 se se 8.87 8.87 14.77 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t--G yl 12C-Osw 4A5.2ov 13A-40cs 0.091 0.340 0.143 sw sw sw 2.38 8.87 3.73 2.41 22.69 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I ---C 10D•v 4A5.2ov 0.340 0.340 sw sw 8.87 8.87 7.73 24.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L_fC W P 4A5.2ov 12C-Osw 12C-Osw 0.340 0.091 0.091 sw nw 8.87 2.38 2.38 24.37 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LD 11 DO 168.30ad 0.390 0.032 n 10.18 0.84 1227 1.76 0 39 0 39 0 32 0 68 0 42 0 42 0 35 0 74C F 19A.Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F F 19C-19cscp 22A-tpm 0.049 1.180 0.44 30.80 0.31 0.00 39 0 39 0 17 0 12 0 20 0 20 0 9 0 6 0 6 c) AED excursion 9 9 Envelope loss/gain 49 71 44 71 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 subtotal (lines 6 to 13) 1 49 71 44 71 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 9 17 14 subtotal 49 71 53 88 15 Duct bads 190/6 M 10 38 190/0 53% 10 47 Total mom bad 59 109 1 63 135 Air required (clm) 0 5 0 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- Wright soft- 2017-Jun•22 0 Right-Suile® Universal 2017 17.0 23 RSU16877 Page 8 MDesktop\TEMP PRINT\Lot 202 Willow LHG • S.rup Calc - MJ8 Building laces: S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 202 Willow LHG - S Date: 06-22-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License CAC032444 1 Room name BED2 LOFT 2 Exposed wall 11.5 It 11.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 11.5 x 11.5 It 132 3 ft2 1.0 x 290.3 It 290 3 It' Ty Construction U-value Or HTM Area (Itq Load Area (W) Load number Btuh/It2-'F) Btuhlft2) or perimeter (It) 81uh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 yl f 12C-Osw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 13A-000s 0.340 0143 ne ne 8.87 3.73 23.74 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W Val 2C.Osw14AS2ov 0.091 se 2.38 2.41 92 77 183 185 88 73 173 176 11 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 I-(fC 4A5.2ov 0.340 se 8.87 22.69 15 2 133 340 15 2 133 340 485.2fv 13A-4ocs 0.310 0,143 se se 8.09 3.73 20.49 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10D•v 0.340 se 8.87 14.77 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 Vh13A-40cs 0.143 sw 3.73 290 0 0 0 0 0 0 0 0 1OD-v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W P I---O 12C-Osw 12C-Osw 0.091 0.091 nw 2.38 2.38 2.41 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1166 168-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 0 132 0 132 0 110 0 233 0 290 0 290 0 242 0 510C F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C•19Cscp 0.049 0.44 0.31 109 109 48 34 33 33 15 10 F 22A-tpm 1.180 3080 000 0 0 0 0 0 0 0 0 61 c) AED excursion 156 1 1 54 Envelope loss/gain 475 848 574 1099 12 a) Infiltration 218 79 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 693 1157 783 1174 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 34 64 14 Subtotal 693 1157 817 1238 15 Duct loads 19% 53'/e 135 615 190/0 539% 159 658 Total room load 828 1772 976 1- Air required (cIm) 0 85 0 91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C Am- wriightsoft- 2017-Jun-22 09 25:27 Righl•Suite® Universal 2017 17.0.23 RSU16877 page 9 n\Desktop\TEMP PRINT\Lot 202 Willow LHG • S rup Calc - MJ8 Building faces: S wrightsoft• Right-J® Worksheet Job: Lot 202 Willow LHG - S Entire House Date: 06-22-2017 By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Coun, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web www OneStopCooling.com License: CAC032444 1 Room name STR2 2 Exposed wall 0 It 3 Room height 8.0 It heat/cool 4 Room dimensions 4.0 x 15.5 It 5 Room area 62.0 ft2 Ty Construction U•value Or HTM Area (Its Load Area Load number Stuh/ft2-*F) Btuh/It2) or perimeter ((l) Stuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VII 12C-Osw 0.091 ne 2.38 2.41 0 0 0 0 4A5.2ov 13A-40cs 0.340 0.143 ne ne 8.87 3.73 23.74 2.90 0 0 0 0 0 0 0 0 G W 11 12C-Osw 4A5-2ov 0.091 0.340 se se 2.38 8.87 2.41 22.69 0 0 0 0 0 0 0 0G 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 4B5.2fv 0.310 se 8.09 20.49 0 0 0 0 13A-40cs 0.143 se 3.73 2.90 0 0 0 0 LS 10D•v 4A5-2ov 0.340 0.340 se se 8.87 8.87 1477 24.37 0 0 0 0 0 0 0 0 V I 12C-Osw 0.091 sw 2.38 2.41 0 0 0 0 I--G 4A5-20v 0.340 sw 8.87 22.69 0 0 0 0 13A-4ocs 0143 sw 3.73 2.90 0 0 0 0 IOD-v 4A5.2ov 0.340 0.340 sw sw 8.87 887 7.73 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0 340 sw 887 24.37 0 0 0 0 W P L-D 12C-0sw 12C-0sw 0 091 0.091 nw, 2.38 238 2.41 151 0 0 0 0 0 0 0 0 11D0 0.390 n 10.18 12.27 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 62 62 52 109 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 F 22A•tpm 1.180 30.80 000 0 0 0 0 6 c) AED excursion 12 Envelope loss/gain 52 97 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains. Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 52 97 Less external load 0 0 Less transfer 0 0 Redistribution 52 97 14 Subtotal 0 0 Duct loads 1 19% 53'/- 0 0 r Total room load 0 0 Air required (c(m) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AMK wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017 Jun 22 Page 10 n\Desktop\TEMP PRINT\Lot 202 Willow LHG - S.rup Catc - MJ8 Building faces: S Duct System Summary Job: Lot 202 Willow LHG - S wrightsofte Date: 06-22-2017 Entire House By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 -6920 fax: (407) 629 - 9307 Web. www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.258 / 0.082 in H2O 0.135 in/100ft 0 Cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.258 / 0.082 in H2O 0.135 in/100ft 1160 cfm 251 ft Name Design Btuh) Htg Cfm) Clg Cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BE02 C 1772 0 85 0.148 6.0 Ox 0 VIFx 34.4 140.0 st3 BE03 C 2545 0 123 0.143 6.0 Ox 0 VIFx 40.4 140.0 st3 BTH2 C 109 0 5 0.146 4.0 Ox 0 VIFx 36.0 140.0 st3 CAFE C 1579 0 76 0.188 6.0 Ox 0 VIFx 16.8 120.0 st1 CAFE -A C 1579 0 76 0.180 6.0 Ox 0 VIFx 23.2 120.0 st1 FAM C 3698 0 178 0.162 7.0 Ox 0 VIFx 33.7 125.0 st1 KIT C 2818 0 136 0.174 7.0 Ox 0 VIFx 23.4 125.0 st1 LAUN C 868 0 42 0.227 5.0 Ox 0 VIFx 8.4 105.0 st2 LOFT c 1896 0 91 0.143 7.0 Ox 0 VIFx 40.4 140.0 st3 MBED c 2330 0 112 0.195 7.0 Ox 0 VIFx 16.9 115.0 st2 MBED-A C 2330 0 112 0.204 7.0 Ox 0 VIFx 11.2 115.0 st2 MBTH C 834 0 40 0.184 4.0 Ox 0 VIFx 20.0 120.0 st2 MT01 C 55 0 3 0.200 4.0 Ox 0 VIFx 14.0 115.0 st2 MWIC C 460 0 22 0.305 4.0 Ox 0 VIFx 4.5 80.0 POU C 115 0 6 0.160 4.0 Ox 0 VIFx 36.2 125.0 st1 T012 c 135 0 6 0.144 4.0 Ox 0 VIFx 38.9 140.0 st3 WIC2 C 626 0 30 0.143 4.0 Ox 0 VIFx 45.5 135.0 st3 WIC3 c 306 0 15 0.135 4.0 Ox 0 VIFx 45.5 145.0 st3 Bold/Italle values have been manually overridden 2017-Jun-22 09.25:28 wrightl:soft' Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1ZCA ...n\Desktop\TEMP PRINT\Lot 202 Willow LHG - S.rup Calc - MJ8 Building laces: S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 0 472 0.160 601 12.0 0 x 0 VinlFlx st3 Peak AVF 0 356 0.135 454 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 0 666 0.135 623 14.0 0 x 0 VinIFIX Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb2 Ox 0 0 366 50.5 0.163 671 10.0 Ox 0 VIFx rbt Ox 0 0 794 61.0 0.135 569 16.0 Ox 0 VIFx wri sot' 2017-Jun-22 09 25:28 At. htf9 Right -Suite® Universal 2017 17.0.23 RSU 16877 Page 2 ZCA ...n\Desktop\TEMP PRINT\Lot 202 Willow LHG - S.rup Catc . MJ8 Building faces S Static Pressure and Friction Rate Job: Lot 202 Willow LHG - S wrightsoft` Date: 06-22-2017 Entire House By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneStopCooling.com License- CAC032444 Project Information For: Taylor Morrison Sanford, FL Available Static Pressure Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 16 26 Measured length of trunk 29 0 Equivalent length of fittings 145 35 Total length 190 61 Total effective length 251 Supply Ducts Return Ducts Friction Rate Heating iN100ft) 0.135 OK 0.135 OK Cooling iN100ft) 0.135 OK 0.135 OK Fitting Equivalent LengthDetails supply 4X=35, 11 A=20, 11 G=5, 11 G=5, 11 G=5, 11 A=20, 11 G=5, 1 A=35, 11 G=5, 11 G=5, 11 G=5: TotalE L=145 Return 6M=20, 5E1=10, 11G=5: TotalEL=35 C wri htsofft' 2017-Jun-22 09:25,28 9 Right-Suile® Universal 2017 17.0.23 RSU16877 Page 1 ACA:K ...n\Desktop\TEMP PRINT\Lol 202 Willow LHG - S.rup Calc - MJ8 Building laces: S Level 1 qo f YJIMA Tqo IANAJ I• 10X8 I, q 10X10-2 92 cfm 6" I ! o " sup Riser , 1r = 1 \ a het F881 V rniou 10X10-2i '1 IT143 — - "92 cfm % _ EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1=50CFMFan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR= Ventlo Roof VTW = Vent ID Wall DV = Dryer Vent RV = Range Vent LinesetChase — — Condensate- • - T = Thermostat 1® SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box ` 1OX8f a 129cfm 2 N3H TIN 1,'EF1-Vr' F u I' aW9 e Tvo/ rao a • :8X4 l gg Iawc r ir—f90 Level 2 ri----- - 2A3VIW0 O.I.W 3TIU2 inMM a i 12X12 8X4, N10 Me293c6m i 21 c 10X8 i115C1m 115cl.. a 1 f10_ 4, EF1=50CFMFan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1=50CFMFan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR= Ventb Roof VTW = Ventto Wall DV = Dryer Vent RV = Range Vent LinesetChase — — Condensate- - - T = Thermostat 10 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box 2cf V\ =EFtI RI % DMNT.R 12930 , 12 WAS _ I 16 11 O • k aTgOJ _ ri - 10X6 c i 24X18 " III•, . 6' 867cfm" zz- T I I S MOOA038 \ EF1 VM, 4 8X4 6. „ I F ' 6 cfm 10X6 `LR62 41. 8X4 82cfm% 12x 12 S HIXV 29chn '--- ti . PN - Scfm_ I1Uxt0- a I' 116cfin/ \~10z 101 3.41.W ' 8X4 O.I_W H l-,\ 14Cfrn.' ' J- INJ t ; E MOOA438 I — i I MEN M MM]MU ME SOMEONE E SENSE MENZIES MEN MENNEN MEN SON SOME OEM so so SON MEMENSIM SOMEONE 3" Wit 1ST Fl. ONE ME 0 L MEME 1 I MEN ARE FINE 0 irk 0 ol MARGINS ME NO No MEMEMINEEMS EM on I MEN r-m MINES MEMEMISIMMEM TAYI OR MORRION THORNIBROOKE T.14. II FLOOR PLAN: WILLOW mMENMNMI E, RIGHT HAND GARAGE 2ND FLOOR MIS p1m. P, MEN LL-L JE STACK FROM VOR TO 2ND FLOOR OEMM MEEMIMMI EN MEMISIMMEM HIMMUSE EMMIN ME I m MENE MOME ENSURE 10 S oc cc r I 3' W a-S fie. +cL c. K.— From a^d F"oar K.'Ac4Ce fO fl /aor 3 J 3 3" 3" TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: REDWOOD RIGH HAND GARAGE 1ST FLOOR L p TAYLOR MORRION THORNBROOKE T I-4. FLOOR PLAN: REDWOOD RIGHT HAND GARAGE 2ND FLOOR S Fro,'^ oZ ~ Ft 00 r, 1-,Gf=0r• fo + Al r e 3" WASTE STACK FOR W/N4. POWDER BATH j— 114TLOR IV THORNSR FLOOR Ptj RIGHT HAJ 1ST FLOOF T-- I e V5,1 I A.A.V. KITCHEN 7-1 T-1 J T_T_ Li i I I I I WASTE STACK FROM ND FLOOR DOWN TO isTFLOOR. I T_ 13- 2 LE t:F RRION OKE T.H. 9: BIRCH DGARAGE f t m Umm Cam' MES M uiME TAYLOR MORRION THORNBROOKE T. 1-4. FLOOR PLAN: BIRCH RIGHT HAND GARAGE 2ND FLOOR ImElf- MEN r L WEER ME i u nuaiiA M= EME mum EMENENeiMINaEMMM ZINE NEI M MEN HIM m MASTER BATH All Kip 2 MEMME ba MEN vw WASTE 5 OR TAYLOR MORRION THORNBROOKE T.H. FLOORLOO PLAN: REDWOOD LEFT HAND GARAGE 4- 1ST FLOOR ;f I I I 0 WA 0 WA it] is m ACK FR M v 2ND FLOOR iiiiii"ii nm HOMi iim AN iu io MEN MORE m pI n WI0 ONE ME i mm miiii im NINE n am A TAYLOR MORRION THORNBROOKE T. 1-I, FLOOR PLAN; REDWOOD LEFT HAND GARAGE 2ND FLOOR S G In 3" WASTE STACK FROM 1ST FLOOR TO 2ND FLOOR N Ji LL_ TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: WILLOW LEFT HAND GARAGE 1ST FLOOR I FT jf mm!&WAmmoRM 3" WASTE STACK FROM ON IIIIIIIIIMIMM m MEN M=MMlME,Mm=M MEMEl___M i NONE MEN MMM[E Diu MEM m MIEE M ME MINIMS ME REM! ONE M]MlMMMM MU_Emm No M=mMlMMM wiw iiu i MJMMM DESCRIPTION AS FURNISHED: Lots 198, 199, 200, 201, and 202, THORNBROOKE PHASE 5, as recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida; Inc. PLOT PLAN ONLY• NOT A SURVEY) VPOSED INFORMATION SHOWN MSE0 ON SUPPLIED PLAN LOT 198 OR 202 NOTE.' PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: LOT Z 121 SOFT. LIVING 770 SOFT. GARAGE a 456 SOFT. PAVER ENTRY = 9 SOFT. LANAI 93 SO.FT. BREEZEWAY = N/A SOFT. PAVER DRIVEWAY 40D SOFT. A/C PAD 9 SOFT. PAVER WALKWAY = 6 SOFT. IMPERVIOUS= 5Z7 R 1,330 SO.FT. SOD 376 SOFT. LOT AREA GAL RO : R/W 179 SOFT. APRON 51 SO.fT. SIDEWALK 112 SO.FT. SOD 16 SOFT. AREA DRIVEWAY 2,300 SO.FT: 392 0. V W PC P V i - 2-M7 IRACT D LANDSCAPE/OPEN SPACE/SIGNAGE/YIALL/FENCE/UTILITIES) ZON!N - Li," r 5--$ (-.:.- N 89e57' 49" E 2P _q_q' 99 nn' 99 nn' 00 n11 on C o t =i1 O o Z CL O 3 ea 0 O 3'2 C C W45CL t E 3- 19 O v~'i C OZ O O '^ u C x 3 10 a £ A Y O O CL u Cc w O o a O O C6 ON- LINE 10.00• 10 0.10.00• 10.00• ON LOT 202 AC AC LOT 201 LOT 200AC 4.8 LOT 199 AC AC LOT 198 7.2 20.0 16.8 16.8 20.0' 7.2• ONUN UN! LANAI LANAILANKWCO 34.3' 17.2' h 3 ON 7.2' ONUN 7.2• LINE n nPAVER 2.0' NTRY ENTRY 2.0 n 3(07 W 3? 1 W 3-75 w 319 W 363PROPOSED • 2.0• PROPOSED :. PROPOSED PROPOSED PROPOSEDATTACHED RESIDENCE w ATTACHED o RESIDENCE N ATTACHED o RESIDENCE w ATTACHED o RESIDENCE c4 ATTACHED 2.0 o RESIDENCE 0 0 p 0 p to p 0 C O Y N H In y F.E=25.9 WILLOW REDWOOD 81RCH REDWOOD WILLOW n 4 PAVER PAVER ENTRY 15.7' ENTRY p 3.7 h PAVER 12.3' n o r ENTRY c 9'34.7• 10.7' kPAVrRPAVER 34.7' PAVEDR" PAVER PAVER PAVER PAVER DRIVE PAVER ORNE WALK WALK DRIVE 25.00'- 25.00'- Z9.00' 25.00' 25.00' - 10' UITL. ESMT. rr 10' llTl 000 0 e a C• MAM l WALK 'r-r.jo GIG.VV G.G.VU zz.UU a 1vnL. ZZ.3.3 PROPOSED = nNSHED SPOT GRADE ELEVATIONS Q? PER DRAINAGE PLANS LOT 199. 201 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA LVW = Z.UYU W.FN. LIVING - 894 SO.Fr. GARAGE - 249 SOFT. PAVER ENTRY = 36 • • Sol L4XV- - _" 1'02 SQ.FT. BREEZEWAY= N/A SOFT. p PAVER DRIVEWAY= 225 SO.FT. A/C PAD - 9 SOFT. u PAVER WALKWAY - 48 SO.FT. IMPERVIOUS- 60.0 7. 1,254 SOFT. SOD = 527 SO.FT. LOUQtfCALCULATIONS. R/ W - 176 SOFT. APRON - 30 SOFT. SIDEWALK - 110 SQ.FT. o SOD - 36 SQ.Fr. AREA - Z266 SOFT O h DRIVEWAY - 255 SOFT. e SIDEWALK = 158 SOFT. O SOD - 563 SOFT. LOT 200 NOTE PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT Z090 SOFT. LINE LIVING 824 SOFT. GARAGE 259 SO.FT. PAVER ENTRY - 68 SOFT. LANAI - PAVERORS Y 261 SOFT. ORNEWAY a 261 SOFT. A/ C PAD - 9 SOFT. PAVER WALKWAY - 25 SOFT. IMPERVIOUS- 57.1 X 1, 194 SOFT. SODOFF = 542 SOFT LOT AA P.C. V- - - - 100. 14' R/ W - 176 APRON - 30 SOFT. SO. FT. SIDEWALK = I10 SOFT. SOD - 36 SOFT. A = 451 so.FT. B•B•) S 89e57' 49" W SIDEWALK = i 18 SO.FT. SOD = SO.FT. MISTY GROVE LANE (40' R/W) TRACT A GRUSEN I_EYER-SCOTT ASSOC, INC. -LAND 1SUR V'YORS LEGEND PILL M rlwtr IN LDE r a ' : o` "TINWX ` W 0 Cttl.rA CHMMOTES: P . PLAT F . rra9 LL. TWEYCR QRVAli1C PTMT w mIOme q vAnK yam v= rou t• RE'NE' rLd 1 BOIIfO Of MFESPONAL L4MOTVAWVyM IN THIS SLNNEy Y~Mt W-1 W FLORIINSiAADAM45TRAInK SETE LFL ONv. •.W4wPIPERODN""°P PILLIQ wAt PUT Or SE1,9H10E G : ComeswPOW OFa"OO`n+ARKP.T. • POIMT v TAI NCY u c1° ` D0 CODRD$ Z Uatn tWSOSSW WN SMOOrs Sou. THIS "VEY IS NOT Y.u0 AND rs PRESENTED FM rr+r0RwWM;4L t DSES OMLy SET TR • mCRETE "PAW ILA:. VL• 1R •/" 43% RN Paw RN m00CEKNT PCRKVCgT 1LTFERM WpA R 0= DEURUMM Y RAO= 160 R/ V Ru - am RTTi( r NAT 3. 71Q5 5I6iYEY MGS PREPARED FROM RITE Er6WiMAl10r'r FI1RM9kD 1a 171E SURLEYOR DNETRE MAY BE OT QR R61NCTp1S OR EASDIEMS1KATAFFECTA PROPFRIY. c ctit : TioFF. FDOM FLOW eriATM ARE LEMON cart. fENTEIL 4 NO IN'OERfiA01Rt0 AdWOMO RS HAVE BEEN LOCATED aaESS OTHERWM goo v . • vlTkss PONT NORTH x na SLMEY a PREPARED FOR DNE SOLE 8D47 r OF THOSE COMI D M AND SNOLW NOT 6E rrE1m vmN er ANr ODNER emry N r10s euxaHc/>' ROaERrr DOES Nor LIE MMN a DIMENSIONS SHOWN FOR DE LOUT1011 OF SIPRCI ESe T9 HEREON 90" NOT BE USED TO REOONSMtocT 9=0AY Lw--s CERTIF7EO ETr: • _ _ ___ _ THE ESTAMSHED 100 YEAR FLe00 PLANE AS PER TERM' T. RE AMA91D OAMM AND ON PC LINE 904N AS CASE WARM (ea) rs ELEYAWNs F SMX ARE 6Am! ON N4DOAW O_NEnc VERTrt DAMW Or 1920. LI1R3S OTT1ePomr Norm T IX. GRUSEH1Jc RLS. 17T: J JAAf: S W. SCOTT. R.L.S 1 480E ZONE x MAP f 12117C 0055 F 9. camnwr OF AUTHORUADON N& 4599L AKtA Z266 50.Fr. DRIVEWAY 291 SOFT. SIDEWALK = 135 SOFT. SOD 578 SO.FT. 5400 E. COLONIAL DR. ORLANDO. FL. 32807 407)-277- 3232 FAX (407)-658-1436 SCALE -1- . 20•-. DRAWN tin ••• O / MV, rLr vo-10-1/ 2352-17 DESCRIPTION AS FURNISHED: Lots 198, 199, 200, 201, and 202, THORNBROOKE PHASE 5, as recorded in Plat Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida; Inc. PLOT PLAN ONLY• NOT A SURVEY) IOPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN LOT 198 OR 202 NOTE.' PAVER ITEMS ARE NOT INCLUDED IN 114PERMUS AREA LUI = $121 50.FT. LIVING = 770 SOFT. GARAGE 458 SO.FT. PAVER ENTRY = 9 SO.FT. LANK = 93 SO.FT. BREEZEWAY- N/A SOFT. PAVER DRIVEWAY 400 SOFT. A/C PAD - 9 SOFT. PAVER WALKWAY - 6 SO.FT. IMPERVIOUS= 62.7 R 1.330 SOFT. SOD = _376 SOFT. R/W - 179 SOFT. APRON = 51 SQ.FT. SIDEWALK - 112 SOFT. SOD - 11; SOFT alp %-(- 218(v TRACT 0 LANDSCAPE/OPEN SPACE/SIGNAGE/YJALL/FENCE/U"Un,-S) ZG'i INC' 9-k- I -I, --(Lq (a-1..,- N 89°57' 49" E 22 .4.4' 22 nn' 99 nn' oo n/I nn C Q V1 C N O 2 E`v a E N E O 7 f0 C O3Z C C0O •° CL E 5 CCO Z O 'A /V v C Z 3 0 aE cY O O CL u t C10iT trOQ O O t/] p U ON. UNE N •./.VV 10.00• 10.00' b f 10.00• f 10.00' 10.00• ON LOT 202 LOT 201 LOT 200 AC LOT 199 AC AC LOT 198 LINE-7.2' 20.0 16.8 4.8 16.8 20.0' 7.2' ON UNI O a c pi LANsC to LANs Oi34.3' 17.2' S ON 7.2' UN ON 7.2 UNL n PAVER o7 W 2.0' 7ATTACHEO 3? 1 W 3-75 W 3'19 w E Y 2.0 3 3 :, OSED 2.0' - PROPOSED ;, ATTACHED o PROPOSED ! ATTACHED PROPOSED I ATTACHED PROPOSED ~ ATTACHED 2.0 RESIDENCE M RESIDENCE iv o RESIDENCE H o RESIDENCE N o RESIDENCE 0 0 p 0to p VI H y JQ 3 FF.E=25.9' F.F.E.=25.9' F.F.E.-25.9' 1 h NiLLOW REDWOOD BIRCH REDWOOD WILLOW :.T a 4 PAVER PAVER ENTRY 15.7' ENTRY 6.0' . c p 3.7"f o 0 PAVER 12.3' H 3.7' 34.7' In o 410.7' 9 ENTRY c 9• d c 4 9• 34.7' 16' 16' PAVER DRIVE PAVER PAVER PAVER PAVER DRIVE PAVER PAVER PAVER DRIVE WALK WALK WALK DRIVE DRIVE 25.00' 25.00' 29.00' 25.00' 25.00' 10.UTi' r-ri7cs-wT h AMA = 2.300 SO. FT. DRIVEWAY = 451 SOFT. SIDEWALK = 118 SOFT. SOD = 392 SOFT. GRUSEjVffEY'R-ISCOTT & LEGEND Pal. : NUM CH LW UTw. TT w-4L .•. : ,,, 000 SET"= LM E WALK" -4.00 GAr. UU zz. UU ZZ. UU- 5 cONc. 22.33 8.B.) S 89°57' 49" W MISTY GROVE LANE (40' R/W) TRACT A ASSOC.1 INC. - LAND SURVEYORS DELTA /ply. C M pQ PROPOSED = FINSHED SPOT GRADE ELEVATIONSQoPERDRAINAGEPLANS LOT 199. 201 NOTE. PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA 1.VI = 2.090 50.FT. LAING - 894 SO.FT. GARAGE - 249 SO.FT.. PAVER ENTRY = 36 •- SO.t LAW- ' _" -162 SO.FT. BREEZEWAY = N/A SOFT p PAVER DRIVEWAY= 225 SO.FT. A/C PAO - 9 SO.FT. c~i PAVER WALKWAY - 48 SOFT. IMPERVIOUS- 60.0 x 1.254 SORT. SOD = 527 SO. FT. w L CALCULATIONS. R/W = 176 SOFT. APRON - 30 SORT. SIDEWALK = 110 SQ.FT. SOD = 36 SO. FT. O A AREA - Z266 SOFT. O h DRIVEWAY = 255 SOFT. o O) SIDEWALK = 158 SOFT. O SOD - 563 SO.FT. O LOT 200 NOTE.- PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: ON LOT - Z090 SO.FT. UNE LIVING - 824 SOFT. GARAGE - 259 SOFT. PAVER ENTRY - 68 SO.Fr. LANAI - VER ORS YZAP 261 SOFT. DRIVEWAY - 261 SO.FT. A/C PAD - 9 SO.FT. PAVER WALKWAY - 25 SO.FT. IMPERVIOUS- 57.1 X 1.194 SO.FT. SOD = 542 SOXT. AA P C OFF LOT AREA N V- 100.14' N = T 76 SO.FT. 30 . SO.FT. SIDEWALK = Ito SQ.FT. SOD = to So_FT P .PLAT PRL PO.•IR O REvC= dRVAT.1M QXC 6' CPPaIrJ Cl/NATIe C CPAIM LUR PEILE C.U. • UEAM, 1. iTE WtQERSIpIED ODES IOBBY CERiFY ND SLAWTV TIE iEi:l'O'a.1L STANOVIDS SE7 iOR7N BY PFmUILIL I'. RA6 U fT CJw1 vrm CMREICLLm( MU' • UTU.tT1' CMEMF60P 4ri1EfLOR1B011ibOFPRpFcS510W1IAI Slllt4tld25 W CIMPIER SI-17 OF RE't0'15 AOrIWIDADO"M61RAT1ECbOE17hope"OF amW04 PRM EENR, PylIQI-RAUTAI /L P=1 6 CURYATNE u MSE 2 V14ES5 Ei16055m WRX A/M1DR5 SEN. TM6 R/RVEY 6 NOT Y.tl1DNOD 4 PI7ESOP/ED FiM 0601bMigriLL 6 ONLY. CMtETE Nt!{POII vat IT or UEGMUM P.T. Pm1R S C UOICEPOR UCSC P® T1 V TAN3xv 16U . NAIL % OEM UEttawT101S 1105 SUPNEY ICIS PREPARED nWw TIRE OOORUMM FURMWED M TTE SURN:TOR iTQRE WY COMM RESLmCTG16 CA IRIx 471 Rfv AT OR awa REmvEREUVv CALG . r.. n..TEU a PEE L j,pr,TN CMT. • t CMLRL0.T 4. NO W'DEAC iOpNO4tPROrE14N,5 1N LOGCTEp Ip4£SS OR RWBE 9NNN. v . - vonm POWNO171Ff S :1IW SIEY 5 PREPARED FDR THE SOLE WOW OP POW =TM M AND SNOVIO NOT BE RD" UPONSYANYOTHMEMITY. CERIIF7E0 ETY: TM MUM/' ROPom OOES NOT UE WTIM4v j ONEAMNS S OW FORE =9 TO RECCLYRRUCT BOIO DW L04M O THEESTA&bNED 100 YEAR FLOW PwE AS PER ?]RN' a ON PC As BE,y ( ) TOMX. GRUSENM4 6'71: JAAIES W. SCOTT. R.L.S 4801 ZONE X NAP f 12117C GM F 9. CEAflflf.A7E OF At/ F1'O tTIOw r39G SAM ON TgHAL OEOOETC IERiIG1L QATLN aF IP2P. 17+455 OTNERWI$E INTER. ANu+ Z265 SOFT. DRIVEWAY = Y91 SOFT. SIDEWALK = 135 SOFT. Sao 78 SO.FT. 5400 E. COLONIAL OR. ORLANDO. FL. 32807 407)-277- 3232 FAX (407)-658-1435 SCALE 1• ZO'- OROW ETY: ••• oATE ORDCR N0. PLOT PLAN 06- 16-17 2362-17 DESCRIPTION AS FURNISHED: Lots 198, 199, 200, 201, and 202, THORNBROOKE PHASE 5, as recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. PLOT PLAN ONLY* NOT A SURVEY) VF!OSED INFORMATION SHOWN BASED ON SUPPLIED PLAN LOT 198 OR 202 NOTE.- PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: LOT 2,121 SOFT. LIVING 770 SOFT. GARAGE 456 SOFT. PAVER ENTRY = 9 SOFT. LANAI 93 SOFT. BREEZEWAY - N/A SOFT. PAVER DRIVEWAY- Opp SOFT. A/C PAD 9 SOFT. PAVER WALKWAY = 6 SOFT. IMPERVIOUS= 62.7 R 1.330 SQ.FT. SOD 376 SOFT. OFV LOT AREA CALCULATIONS. R/W 179 SOFT. APRON 51 SOFT. SIDEWALK 112 SOFT. SOD 16 SOFT. AREA DRIVEWAY 2,300 5 SOFT. SOFT TRACT 0 LANDSCAPE/OPEN SP.4CE/SIGNAGE/YIALL/FENCElunL(TIES) zei`i'sldf' - " ; -, `"• N 89°57' 49" E 22 .4.4' 99 nn' 99 nn" C O Ln 0 O L OIA , ZM40 o CCLEIAE 0 O M ~ C Z C C3a,O CL ._ C E v °y Q M W C O LO Z V O wOCau LO iZ &. 40 C CY O #A O CL u c C O a O O ON. LINE 10.00 10.00' Io.00• 10.00 Io.00• 20 ON LOT 202 AC AC LOT 201 LOT 200 AC LOT 199 LOT 198 UN 7, y 20.0 16.8 4.8 16.8 0' 7.2' ON UNI o so LANAI LANAI o LANAI 0 34.3" 17.2' h I' ON 7.2' UNE ON 7.2' UNI n PAVER 2.0" NTRY 7 W 3 W 3-75 W 3'79 W ENTRY 2.0 363PROPOSED 2.0' PROPOSED • PROPOSED PROPOSED PROPOSED yrATTACHED RESIDENCE o c ATTACHED = o RESIDENCE o o ATTACHED o RESIDENCE N ATTACHED o RESIDENCE N ATTACHED ZO o RESIDENCE m T WILLOW REOW000 BIRCH REDW000 WILLOW n 0. LL PAVER PAVER ENTRY 15.7• 6.0'EVTR1 p 3.7,j c c PAVER 12.3• on 7' 34.7' r; o 9' ENTRY c 9• e 34.7' 16' PAVER DRIVE PAVER PAVER PAVER PAVER O'R' PAVER PAVER PAVER DRIVE WALK WALK WALK DRIVE OR" 25.00' 25.00' 29.00' 25.00' 25.00' 10• UTi1. ESMT. rr 10• l!IT $ MTI@h 0 a Ile WALK .G.G.L7J GHG.VV A6.G. VU zz. UU- a Wcorvc. 22.33 4 ' (B•B•) S 89057' 49" WSIDEWALK = 118 SOFT. so0 = 3 so.Fr MISTY CROVE LANE (40' R/W) TRACT A 7j L N 1L'_rE -SCOTT & ASSOC , INC. - LAND SURVEYORS LEGEND T O1 Inc M :.m,,,•r wrtl•CW LLNC D • CHRO P - RAT Par- PmHT L7 aKtSE CIRVAr$ air- CHAIN Law FAIR CA 04M tEA7RH0 r4r • FOXO cr NPOM. covom R rEHOE Off' TM IP• •,ttRUH PIPE RAIL K am tFtaCIPLAIOt Ut • 0101 RDO CA • CR4mm St PmHT li pfi P.T. f+0brt fl TNtE11C7 LLLKO Mg tFAlmt• Nwe"T lR . A/G' IR. •/AU /Sli PILL POORPO1.NT OF C000HCA:1QIf IICSC. DESLR TIDR R/V RLOR Y 2EPFG . RLCOVCRCO CALL CAA ATED Fr. PEIDWETR RTFEIEME KK@Cff MIND FLUOR REYATION RL RA07TSARCLF14TM HMS BIAIOgIG/PROPfi?1Y TM: ESrA&JSHE0 j 480/ ZONE X ESIfT. Ev1. T,ASiTAL'TRT CENR(PLCE v17HESS POINT HORIH CL77/1FJE0 Br: 1M X. C- V JMc RLS µ 4714 L4Nr$ W. SCOTT. 100 YAP f OOES Nor UE wSTHLv TEAR ROOD PLANE AS PER 'FIRM• 12117C 00$$ fRTS F.\ S 0 0 Q PROPOSED = FINSHED SPOT GRADE ELEVAT ONS Q PER DRAINAGE PLANS LOT 199. 201 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVOUS AREA A.vT - Z,UETU SU.FT. LIVING - 894 SOFT. GARAGE - 249 SO.FT.. PAVER ENTRY = 36 •. SO.FT. LAMA!- - 7162 SOFT. BREEZEWAY= N/A SOFT. p PAVER DRIVEWAY= 225 SO.FT. A/C PAD - 9 SOFT. V PAVER WALKWAY - 48 SOFT. IMPERVIOUS- 60.0 x 1.254 SOFT. SOD = 527 SO.FT. W O U TIONS. R/W = 176 SOFT. APRON = 30 SOFT. SIDEWALK - 110 SOFT. SOD = 36 SOFT. 112 O AREA Z266 SO.FT. DRIVEWAY = e aj SIDEWALK = 158 SOFT. O SOD - 563 SOFT. O LOT 200 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS. - ON LOT - Z090 SO.FT. UNE LMNG - 824 SOFT: GARAGE - 259 SOFT. PAVER EMRY = 68 SOFT. LANAI 102 SOFT. PAVER DRIVEWAY= 261 SOFT. DRIVEWAY = 261 SOFT. A/C PAD - 9 SOFT. PAVER WALKWAY - 25 SOFT. IMPERVIOUS- 57.1 X 1,194 SOFT. SOD = 542 SO.Fr. P.C. OFF T CAL R/WrIOO.l4' 176 SOFT. APRON - 30 . SO.FT. SIDEWALK = 110 S'O.FT. SOD - 36 SOFT. 1. TW LArpERS=1m ODES /t MW CER1iY T MT IM SVIM1'EY MELT' TW UNARA1 TECHNICAL STANOVW SET FORTH or THE FLORiOA BOARD OF PROFESSONAL LAND 9WNEldiS IN H]l Wt 51-17 OF THE FLORM AOTCNSTR4nW OWE 2 UK= CUMSSED WITH 9RFEfOR`S SEAL PC SLO?Wy 6 NOT %%W AND IS PRESENTED FOR 06OR WWN4l W= ONLY. 3. 00 S r WAS PF>EPkW FROM TITLE WOR1UTroN ROMP= TO TTE Sj"MR, R4AF WY is OTHER RESLmCTUIfOREASOOMT)"r AFPECT DOS PROPOW. 4 ND LNIDERCR'OW.D 46Ro1ENUNS )M1E BEEN LOCATED (IMMS OTN RI SE SHOW". 5. ITOS SURKY 6 PREPARED MR THE SOLE 8DA7TT OF POW CUUM TO AND SHOLW NOT KRD" UPON gr ANY ORER EM PY. O6ETI$IQ14 SHOWN FEE THE LOC1110N OF WPROWENENTS NEREON SNOLAD NOT SE USED TO RECWnTRUCT 90WORY LINE& 7. SEARIHO£ ARE SUM ASRAIED LHIT/M AND ON TW UNE SHOW" AS 64W BEAR04G (&B.) A. aEVAMn F SHOWN. ARE BAND ON N4MM4L 0-rOOM AERTMX OATLAI OF 1929. UNI EM OTHEIRwW NDIMCCERIRUSATEOFAUTIO7TONNa4596. 5400 E COLONIAL OR. 407)-277-3232 STALE 1• 20'--4 wr PLOT PLAN 06-16-T 7 AMA - Z266 SO.FT. DRIVEWAY - Y91 SOFT. SIDEWALK = 135 SO.FT. Soo - 578 SO.FT. ORLANDO, FL. 32807 FAX (407)-658-1436 m4wN BY: ••• I0 ft 2362-17 DESCRIPTION AS FURNISHED: Lots 198, 199, 200, 201, and 202, THORNBROOKE PHASE 5, as recorded in Plat Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida; Inc. PLOT PLAN ONLY* NOT A SURVEY) UPOSED INFORMATION SHOWN RASED ON SUPPLIED PLAN LOT 198 OR 202 NOTE: PAVER HEMS ARE NOT INCLUDED 114 IMPERVIOUS AREA ON LOT AREA CALCULA77ONS: LOT 2.121 SOFT. LIVING 770 SOFT. GARAGE 456 SOFT. PAVER ENTRY = 9 SOFT. LANAI 93 SOFT. BREEZEWAY - N/A SO.FT. PAVER DRIVEWAY 400 SOFT. A/C PAD 9 SO.iT. PAVER WALKWAY = 6 SOFT. IMPERVIOUS = 62.7 R I.MO SQ.FT. 500 376 SOFT. LOT AREA CALCULATIONS. R/W 179 SOFT. APRON 51 SOFT. SIDEWALK 112 SOFT. SOD 16 SOFT. AREA DRIVEWAY 300 SO.FT. a VI - 218 TRACT 0 LANOSC:.PE/OPEN SPACE/SIGNAGE/YIALL/FEA'CE/UTILITIES) ZOiv IdG - L1"' 1 E La. . N 89057' 49" E 22 .q_q' 99 nn' 99 nn' o nn' o0 0• o t H o4+ 3 10 2 fU ` ED m a 0 MOM ~ C 2 Lc c Wo• o CL C i £ C o 3 M drCO •= Ln Z a1 rr wo v U f0 Y .0 O O C. c u C 40i O a v O O ON. LINE 10.00' 10.00' i 10.00' 10.00' ^ 10.00' ON LOT 202 AC AC LOT 201 LOT 200 AC LOT 199 AC LOT 198 UNE 7.2' 20.0 16.8 4.5 15.8 20.0' 7.2' ON UNI o o i 0 LANAI LANAI o LANAI S 34.3' 17.2' h 5 ON 7.2' ONUN7.2 UNE PAVER 2.0' NTRYENTRY n 3to7 W 3? 1 W 375 W• 3-79 W 303 AZOvPROPOSED Y.O' PROPOSED •_ PROPOSED PROPOSED PROPOSED ATTACHED RESIDENCE iv ATTACHED o RESIDENCE iv ATTACHED o ATTACHED o ATTACHED Z.O RESIDENCE a RESIDENCE o o RESIDENCE oO1 c°f cU1 oorn F.F.E -25.9' WILLOW REDWOOD BIRCH REDWOOD WILLOW n 4 a PAVER PAVER ENTRY 15.7' c c 6.0'ENTRY 3.7 i PAVER .i 12.3' «i 3.7' 34.7' c w 9' ENTRY o 9' o 9' 34.7' LL J 16' 16' PAVEDRIV PAVER PAVER PAVER PAVER DRIVE PAVER PAVER PAVERI FORNEWALKWALKWALKDRIVEDRIVE 25.00'- 25.00 29.00' 25.00. 25.00' - 10' Ui1L. ESMT. 1 to. UTI F. b c. rye,. ry. WALK c c.JJ zz. UU zz. UU zz. UU- - W uNu• 22. 33' E 0Q PROPOSED = fTNSHED SPOT GRADE ELEVATIONS Q PER DRAINAGE PLANS LOT 199, 201 NOTE.- PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA LVI = Z.UYU Sv.FT. LIVING - 894 SO.F7 GARAGE - 249 SO.FT.. PAVER ENTRY = 36 •- SO. FT LAIW- - a 152 SOFT. BREEZEWAY= N/A SOFT. p PAVER DRIVEWAY= 225 SO.FT. ti A/C PAD - 9 SOFT. v PAVER WALKWAY - 48 SOFT. IMPERVIOUS= 60.0 f. 1.254 SOFT. SOD = 7 SOFT. CU S: R/W - 176 SO.FT. APRON = 30 SOFT. SIDEWALK - 110 SOFT. f' SOD = 36 SOFT: O A AREA - 2,266 SOFT. DRIVEWAY = 255 SOFT. e0 0) SIDEWALK = 158 SO.FT. O SOD = 563 SOFT. O LOT 200 NOTE. PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: ON LOT = 2.090 SOFT. UNE LIVING - 824 SOFT. GARAGE - 259 SO.FT. PAVER ENTRY - 68 SOFT. LANAI 102 SO.FT. PAVER DRIVEWAY= 261 SOFT. DRIVEWAY - 261 SOFT. A/C PAD - 9 SO.FT. PAVER WALKWAY = 25 SOFT. IMPERVIOUS= 57.1 x 1.194 SOFT. SOD = 542 SOFT. A P C O O AR L NS: R/1VV- 100.14' 176 SOFT. APRON - 30 . SO.FT. SIDEWALK = Ito SO.FT. SOO = to SOFT 451 so.FT. B-B-) S 89057' 49" WSIDEWALK = 118 SOFT. SOD = 39 SO.FT. MISTY GROVE LANE (40' R/W) TRACT A GRU15L'N YIL'_rE SCOTT ASSOC , INC. - LAND SURVEYORS'' LEGEND PALT.P. PIDNT al LDE TYPICAL e. : MmGDIG IL7U0f LOC tLse . ulAo1 DELTA00" pp P -PLAT F FmD PR.0LL PMXT O MEW= CURVATURE PD:IfT COPtIlTD CURVAT11itt LOR Foxs VDFC V® IL[t V' O4D EA"G Q 1. THE UNmER516HED DOES NEILEIIY CETTWFY NMT Fib SURVEY MEETS TIE AfiNWUN TELYOOCAL STAN04m5 SET FORK BYTiffFLOIiDABiOUI Of PROfESW" LAND "MOM IN CIMPIER SJ-17 OF THE FLOROL ADWASTRATTYE CODEIP. ., WD4 PE um RD RAILnR RADIAL1Q/-ItACIAI C/P C(NtRETE r41C C. • PaDn aF BLOCK FtC LL MSF IEA110f L UNLESS EY9 OSSED WIN SURVEYORS SEAL DO SLWVEY 6 NOT YAU0 AND IS PON3vam FOR DFM"naAw RA-w S ONLY. PALPAC. Mw or RMWDG POW aT C04C CEPOiT P.T. • PaDTT O TMOJ[ DISC. • DCsr TTfll aD aAlt t Dmc 3. Rl6 SUT£Y Wolf FiEPAI ED FAVY TIRE 11F01ifMTADM F1/Jb64ED ro rIE SIitYET= DOW NAY BE OTHM R WnON6seE /ILI 43SETIJG . N2" UL •/lLN USIA FAA TALC • RCCOVCRED TF. PER)WOff WCRkMY 004M T F ID" Maw 0.cJATMN R PAa7R L • ARC LOACTN R/VClwT. RUM-W-VAT CEASDOOE DTi OR EASEMEMS TFMT AFFECT OCS PROPERTY. 4• NO LN OMROTRm Ad"ElENTS HAVE MEN COWED UNLESS OTI¢JtW6E SHOWN. v . - v1TTfu PONTNORTH x na SU1RKY 6 PREPARED FEW rNE SOLE ED7EFTT OF IITDSE COMTTED TO AND SNOLW NET BE RELIED UPON En ANT OnjV EMITY. na l3ULDWG/PYdOP6M Dos NOT UE W)THM Q MNDWNS 9OW FOR RE LOMMH OF a/PROY`jM HMON SWMW NOT BE UM ro REOMNSM= 90LLV01RT LW-iCERT1F1E0BY: H . 7. DEARMOS. ARE BASED ASPAED OIIVN AND ON TIE UNE 91OWN AS LASE EIEA M (Be) THE tSTABL6HED 100 TEAR Fi000 PUKE AS PER 'FIRM' a ELEVAT10N9, F STA7WK ARE SAVO ON NATIONAL CEOOM ViRnM aAnN OF 1929. UNLESS 0"O MW ImrMTOMX. GRUSENMc . RLs. 4) JAN=S W. SCOTT. R.L.5 y 48011ZONE X MAP % 12117C o065 F 9. CENmrwrE DF AUTIIORQATgN Na 1$96 AKtA = Z266 SOFT. DRIVEWAY - 291 SO.iT. SIDEWALK = I35 SOFT. SOD = 78 SOFT. 5400 E. COLONLAL DR. ORLANDO. FL. 32807 407)-277-3232 FAX (407)-658-1436 SC4.E I I- . 20'-. OPAWN Sy.. ••• O A PLOT PLAN 06-16-T 7 236Z-17 DESCRIPTION AS FURNISHED: Lots 198, 199, 200, 201, and 202, THORNBROOKE PHASE 5, as recorded in Plat Book 8 i, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida; Inc. PLOT PLAN ONLY* NOT A SURVEY) OMSED INFORMATION SHOWN USED ON SUPPLIED PLAN 4ND/OR INSTRUCTIONS PER LOT 198 OR 202 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: LOT 2,121 SOFT. LIVING 770 SO.FT. GARAGE 458 SOFT. PAVER ENTRY = 9 SO.FT. LANAI 93 SOFT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY- 400 SOFT. A/C PAD 9 SO.FT. PAVER WALKWAY = 6 SOFT. IMPERVIOUS- 62.7 X 1.330 SOFT. S00 76 SOFT. AR CAL ONS: R/W 179 SO.FT. APRON 51 SOFT. SIDEWALK 112 SOFT: SOD 16 SOFT. TOTAL AREAS, AREA DRIVEWAY Z300 451 SOFT. SOFT SIDEW aP 1-1 - ZVB3 r>zAcr o LANDSCAPE/OPEN SPACE/SIGNAGE/WALi/FFNCE/UnUTic- S) ZONING - t;li _.<_. N 89e5'' 49" E C O N L 3 2 lv 2 a1 e`v C. E E O e03 t O i+ Z C C300 •° o CL = vCC 3, OC0 C Ev 1n C ri w0C . v u C Z z0 aE#A Y O C WO1nOC. 0v T Cc e p' O O 0 v 9 ON- LINE 10.00' 10.00' 10.00' I 10.00' I 10.00' ON LOT 202 AC AC LOT 201 LOT 200 AC LOT 199 AC AC LOT 198 LINE 7.2' 20.0" 16.8 4.8 16.8 20.0" 7.2' ON UNI LANAI LANAI 34.3' 17.2' 3 ON 7.2' UNE ON 7.2' UNI n n PAVER 2.0' NTRY n 3(07 w 3? 1 w 3'75 w 3'79 w ENTRY 2.0 303 « PROPOSED 2.0' PROPOSED PROPOSED PROPOSED • PROPOSEDATTACHED RESIDENCE a ATTACHED o RESIDENCE iv ATTACHED RESIDENCE N ATTACHED .. o RESIDENCE N ATTACHED 2.0 c RESIDENCE o' c x fA H rn H Q F.E.=25.9' n WILLOW REDWOOD BIRCH REDWOOD WILLOW n 4 4 PAVER PAVER ENTRY 15.7' 0 0 6.0" ENTRY 0 PAVER . 12.3- Mi 7' ENTRYgi\ 99'16' 0 9'34.7" 10.7' yr 34.7' LL J 16' PAVER PAVERPAVEDRIVEPAVERDRIVE PAVER PAVER PAVER DRIVE WALK WALK DRIVE DRIVE 25.00' 25.00' 29.00' 25.00' 25.00' L. ESMT. 10. UTi SAfT. he 0 0 a rye' ryv.• ems, C. PAkN ryy WALK . 44. vv 44. vv ZZ. UU - w• ,Z.Z. 33" i y 4pQ PROPOSED - FiNSHEO SPOT GRADE ELEVATIONS QQ' PER DRAINAGE PLANS LOT 199. 201 NOTE. PAVER ITEMS ARE NOT NCLUDED IN IMPERVIOUS AREA LVI = Z,090 SO.FT. LIVING = 894 SOFT. GARAGE - 249 SO.FT.. PAVER ENTRY = 36-•SO. F LA W- - __ -102 SOFT. BREEZEWAY= N/A SOFT. p PAVER DRIVEWAY 225 SOFT. A/C PAD - 9 SOFT. U PAVER WALKWAY - 48 SO.FT. IMPERVIOUS= 60.0 x 1.254 SOFT. SOD = 527 SO.FT. w F L CALCULATIONS. R/W - 176 SOFT. APRON - 30 SO.FT. SIDEWALK = T 10 SO.FT. SOD = 36 SOFT. cv O AREA = Z266 SOFT. DRIVEWAY = 255 SOFT. e p j SIDEWALK = 158 SO.FT. O SOD = 563 SOFT. LOT 200 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: ON LOT - Z090 SOFT, LINE LIVING - 824 SOFT. GARAGE - 259 SO.FT. PAVER ENTRY - 68 SO.FTLANAI AP VER ORIVEWA02 261 SO.FT. DRIVEWAY - Y61 SOFT. A/C PAD - 9 SO.FT. PAVER WALKWAY - 25 SOFT. IMPERVIOUS= 57.1 X 1,194 SOFT. SOD = 542 SO.FT. P.C. OFF LOT COLA 100.14' 176 SOFT. APRON = 3o SOFT. SIDEWALK = 110 SOFT. SOD B.B.) S 89e57' 49" Wauc S00 = 3g8 o Fir MISTY GROVE LANE (40' R/W) TRACT A GRUSEN YI_'Y TR-S'COTT c ASSOC, INC. - LAND SURVEYORS' LEGEND PM- ` PTNrt a LUE Af- : M - I c Qt0 Noes P P ir my"= ww'%now POWT OF ampajw awAnw RAO RADIft m %= TOQ uVTO. 04ND @E&"G ITTO.IT7 I. n¢ wtDQM0 ooEs NDEST Cwwy "AT TM SMTY man neE we" iEaaarx sTNmvtDs sEr FaQnl erI1ffRORpeBO1R0OfPROFE5901LeelANOSwt\'E10R5 1N GVAPIOt 5-17 OF 111E FLOl1'QI vba'a7RA1T1E = Ut • DIM POD tOe-R GW C ` Pon w MvATIM WL pq 2 VI4ES5 EY6065FD N7M 4IMIOR3 SEV.. nd5 SwIY£Y 4 NOT V.1lb AMD e5 PRESOIIEO FOR 060lbpiWN l fl ara ONLY. CONCR[TE NONltOR POW O• =00aL I= . P= OF CMOC CE004 I.J. POWT v TAItiEICY r- OESCRO•T NLO w[l om T. "OS Sf/MRl' ulS PIiF/PAIBD TifOU 1nLE tlODR1U110N FlRb/tgrcD TO TfeE SIAFEYDR /NEnE WY BE OTFPJi RESI.RCIEM6SETLRSEET • VY• IR •nIJ 451E CALL . r nvi PRA • PCRK%'Cg REFS " MDAAeO1T FF. • FUM" F= Mr.'ATOW R •RADAR l • MG LOC." luvEw'CASEMDffRUNT-W-V•Y r w EASEMOJTS 11iti AiiECT 1Ie6 PROPERTY. 4. NO w.'OERGV(/hq pd ElaIIS Mp'E BEEN lOCT1ED wIIESS ORRnW6E SIUMH. T2p v VITNESS PODIT NORTH x na SURREY B PREPARED FOR THE sot£ WOW OF "VW CEMIM TO ANO SNMW NOT BE CERnF1E0 EiY: TM BIAIDRIG/PROPERTY DOS NOT LIE wwmv Ratty UPON BY ANY QW OIITY. 6 01"D W6 SNOW FOR M LO AnOR OF O/PWA-W_N15 NEREON 94MU NOT BE VSW ro REOONSTRNCT =PC#gr Lacsµ • THE Ey7A&6HED loo YENt Fl000 PLANE AS PER iViM• AW O ASYAW aNY .WO ON PC UAV 900 AS BASE EUWV (&a) TOM X. GRUSENMc RLS. 1711 -•- - ^vES W SCOTT, R.L.S _ 4801 ZONE X MAP f 12117C 0055 F 9. COO FICATE OF AUTNORIZAIXW Na4596 Cry I910. VMESS OTNERWI9E NOTp, AKIA = Z266 SQ.FT. DRIVEWAY - 291 SOFT. SIDEWALK = 135 SOFT. Soo - 578 SO.FT. 5400 E. COLONIAL OR. ORLANDO. FL. 32807 407)- 277-3232 FAX (407)-658-1436 WALE 1' - 20' 1 DRAWN On - & n PLOT PUN 06-16-17 2352-17 RECORD COPY EfF-c1& czd cSEurlaeilync. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Willow Townhome 2059 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 1 LAUNDRY CIRCUIT AT 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 1 WATER HEATER 1 DISHWASHER 1 CLOTHES DRYER 1 DISPOSAL (1/3 HP) 1 MICROWAVE CIRCUIT SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT 100% REMAINDER OF GENERAL LOAD AT 40% 21377 VA x . 4 TOTAL NET GENERAL LOAD 3 TON HEAT PUMP #1 21 AMP X 240 VA = TON HEAT PUMP #2 AMP X 240 VA = 5 KW ELECTRIC HEAT AT 65% KW ELECTRIC HEAT AT 65% 1 7- 2 1 R A 17-218'0 6177 VA 3000 VA 1500 VA 8000 VA 4500 VA 1200 VA 5000 VA 500 VA 1500 VA VA 31377 VA 10000 VA 8551 VA 18551 VA 5040 VA 0 VA 3250 VA 0 VA NET GENERAL LOAD 18551 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26841 VA CALCULATED LOAD FOR SERVICE 26841 VA / 240 V= 111.84 AMP ISO AMP SERVICE RECORD COPY ELEG&nDudjFm V & E 4 2d. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Redwood Townhome 17-2181 17-218It 1943 SOFT GENERAL LIGHTING X 3 VA PER SO FT 5829 VA 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA 1 WATER HEATER 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 5000 VA 1 DISPOSAL (1/3 HP) 500 VA 1 MICROWAVE CIRCUIT 1500 VA VA SUBTOTAL OF GENERAL LOAD 31029 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 21029 VA x . 4 8412 VA TOTAL NET GENERAL LOAD 18412 VA 3 TON HEAT PUMP #1 21 AMP X 240 VA = 5040 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18412 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26702 VA CALCULATED LOAD FOR SERVICE 26702 VA 1240 V= 111.26 AMP 150 AMP SERVICE RECORD COPY J5 "= 0 C E {r E,c eSFzviees,ne. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP S\3iLDiN6 SANFORD O' OARTM HOME OWNER Taylor Morrison Homes 1 7- 2 1 8 5 HOUSE PLAN Birch Townhome 1832 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 5496 VA 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA 1 WATER HEATER 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 5000 VA 1 DISPOSAL (1/3 HP) 500 VA 1 MICROWAVE CIRCUIT 1500 VA VA SUBTOTAL OF GENERAL LOAD 30696 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 20696 VA x . 4 8278 VA TOTAL NET GENERAL LOAD 18278 VA 3 TON HEAT PUMP #1 21 AMP X 240 VA = 5040 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18278 VA NET TOTAL HEAT 8290 VA TOTAL LOAD 26568 VA CALCULATED LOAD FOR SERVICE 26568 VA / 240 V= 110.70 AMP 150 AMP SERVICE MM W1 0 MiTek' RE: 739802 - Lumber design valuep" are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Site Information: Customer Info: Taylor Morrison of Florida Lot/Block: 198-202 Address: 367-383 Misty Grove Lane City: Sanford RECORD COPY MITek USA, Inc. 6904 Parke East Blvd. Project Name: Thornbrooke TownhomesamMAR 65 Unit Subdivision: Thornbrooke 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: FBC2014lTP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 124 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# Truss Name I Date I No. I Seal# I Truss Name I Date 1 1 T11506522 1 A01G 6/30/17 118 1 T11506539 1 C2 6/30/17 12 I T11506523 I Al 1 6/30/17 119 1 T11506540 1 C3 1 6/30/17 1 13 1 T11506524 1 A2 1 6/30/17 120 1 T11506541 1 C4 1 6/30/17 4 1 T11506525 1 A3 6/30/17 21 1 T11506542 1 C5 6/30/17 5 1 T11506526 1 A4 6/30/17 22 1 T11506543 1 C6 6/30/17 6 1 T11506527 1 A5 6/30/17 23 T11506544 1 C7 6/30/17 7 IT11506528IA6 6/ 30/17 24 1 T11506545 1 C8 6/30/17 8 1 T11506529 1 A7 6/30/17 125 1 T11506546 1 C9 6/30/17 9 1 T11506530 1 A8 6/30/17 126 1 T11506547 1 C10 6/30/17 ' 110 1 T1 1506531 1 A9 1 6/30/17 127 1 T11506548 1 C11 1 6/30/17 1 11 I T11506532 161 6/30/17 128 1 T11506549 1 C12 6/30/17 112 1 T115065331 B2 1 6/30/17 129 1 T11506550 1 C13 1 6/30/17 1 13 1 T11506534 B3 6/ 30/17 130 1 T11506551 C14 6/30/17 114 I T11506535 1 B5 1 6/30/17 131 I T11506552 1 C15 6/30/17 I 15 1 T11506536 1 B6 6/ 30/17 132 1 T11506553 1 C16 16/30/17 16 1 T1 1506537 87 6/ 30/17 133 1 T11506554 1 C17 1 WWI 17 1 T11506538 1 C1 6/ 30/17 134 1 T11506555 1 C18 6/30/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by American Builders Supply, Inc.. Truss Design Engineer's Name: Velez, Joaquin 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 ANSI/TPI 1, Chapter 2. 17-2183 17-2184 17-2185 1 7 - 2 1 8 6 1 7 - 2 1 8 7 gultoq SA A FORO o QgRT1 EcS I 1111111111 1UIN 4'. No 68182 • STATE OF W 4 O R ` O`` ONALE %0 111111111111, Joa In V et PE No. 68182 MRe U Inc. Fl. Cert 6634 A rb East Blvd. Tampa Fl. 33610 Date: June 30,2017 Velez, Joaquin 1 of 3 RE: 739802 - Site Information: Customer Info: Taylor Morrison of Florida Project Name: Thornbrooke Townhomes Model: 5 Unit Lot/Block: 198-202 Subdivision: Thornbrooke Address: 367-383 Misty -Grove Lane City: Sanford State: Florida No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T11506556 C19 6/30/17 178 1 T11506599 1 FT10 6/30/17 36 IT11506557 C20 6/30/17 179 1 T1 15066001 FT10A 6/30/17 137 I T11506558 I C21 16/30/17 180 1 T11506601 1 FT11 16/30/17 1 138 I T11506559 I C22 16/30/17 181 1 T11506602 1 FT12G 16/30/17 1 39 IT11506560 C23G 6/30/17 182 1 T 115066031 FT14 6/30/17 40 IT11506561 C24G 6/30/17 183 1 T1 15066041 FT16 6/30/17 41 IT11506562 CA 6/30/17 184 1 T1 15066051 FT17 6/30/17 142 I T115065631 CJ1A 16/30/17 185 1 T115066061 FT18 16/30/17 43 1 T11506564 1 CJ18 6/30/17 186 1 T1 15066071 FT19 6/30/17 44 T11506565 1 CA 6/30/17 187 1 T11506608 1 FT20G 6/30/17 45 T11506566 1 CAA 6/30/17 188 1 T11506609 1 FT21 6/30/17 146 I T11506567 1 CAB 16/30/17 189 1 T1 1506610I Fr22G 16/30/17 1 147 1 T1 1506568 1 CJ3T 16/30/17 190 I T11506611 I FT23 16/30/17 1 148 1 T1 1506569 1 CJ5 16/30/17 191 1 T115066121 FT24 16/30/17 1 149 1 T11506570 1 CJ5T 16/ 30/17 192 I T11506613 I FT25G 16/30/17 1 50 1 T11506571 D1 6/30/17 193 1 T1 15066141 FTGE 6/30/17 51 1 T11506572 1 D2G 16/30/ 17 194 1 Ti 15066151 FTGE1 16/30/17 1 152 I T11506573 I EJ1 16/30/ 17 195 IT 115066161 FTGE2 16/30/17 153 I T115065741 EJ2 16/30/17 196 I T11506617 I FTGE4 16/30/17 1 54 IT11506575JEJ3 6/30/17 197 1 T 115066181 FTGE5 6/30/17 55 T11506576 EJ5 6/30/17 198 1 T1 15066191 FTGE6 6/30/17 56 T11506577 EJ5A 6/30/17 199 1 T1 15066201 FTGE7 6/30/17 157 I T11506578 I EJ7 16/30/ 17 1100 1 T11506621 1 FTGE8 1 6/30/17 I 158 I T11506579 EJ7T 16/30/17 1101 1 T115066221 FTGE9 6/30/17 1 159 1 T115065801 EJPW ( 6/30/17 1102 IT 11506623 1 FTGEA 16/30/17 160 1T115065811F1G 6/30/17 1103 1 T1 1506624 1 G 1 G 16/30/17 1 161 1 T115065821 F2G 16/30/17 1104 1 T11506625 1 G2G 16/30/17 1 162 1 T115065831 FG1 16/30/17 1105 1 T115066261 HJ3 16/30/17 1 163 1 T115065841 FG2 16/30/17 1106 1 T11506627 1 HJ3A 16/30/17 1 64 1 T11506585 1 FG3 6/30/17 1107 1 T11506628 1 HJ5 6/30/17 65 1 T11506586 1 FG4 6/30/17 1108 1 T11506629 1 HJ5A 6/30/17 166 1 T115065871 FG5 16/30/17 1109 1 T11506630 I HJ7 16/30/17 1 167 1 T115065881 FG6 16/30/17 1110 1 T11506631 1 HJ7T 16/30/17 168 1 T115065891 FG7 16/30/17 1111 1 T115066321 M1 16/30/17 1 69 IT11506590IFTI 6/30/17 1112 1 T1150,6633 M2 6/ 30/17 70 I T11506591 I FT2 6/30/17 1113 1 T11506634 M3 16/30/17 1 71 1 T11506592 1 FT3G 6/30/17 1114 1 T11506635 M4 6/30/17 72 I T11506593 I FT4 16/30/17 1115 1 T115066361 M5 16/30/17 1 73 1 T11506594 1 FT5G 6/30/17 1116 1 T11506637 MG 6/30/17 74 1 T11506595 1 FT6G 6/30/17 1117 1 T11506638 MGE 6/30/17 75 IT11506596IFT7 6/30/17 1118 1 T11506639 1 MGE1 6/30/ 17 176 I T11506597 I FT8 16/30/17 1119 IT 11506640 1 MGE2 16/30/17 1 177 1 T11506598 I FT9 16/30/17 1120 1 T11506641 1 MV1 16/30/17 1 2of3 RE: 739802 - Site Information: Customer Info: Taylor Morrison of Florida Lot/Block: 198-202 Address: 367-383 Misty Grove Lane City: Sanford No. I Seal# I Truss Name Date 121 1 T11506642 1 MV2 6/30/17 I 1122 1 T115066431 PWT2 16/30/17 1123 1T11506644 1 PWT3 1 6/30/17 1124 1 T1 1506645 1 PWT4 1 6/30/17 1 Project Name: Thornbrooke Townhomes Model: 5 Unit Subdivision: Thornbrooke State: Florida 3of3 Job I fuss Type f Y T11506522 730802 AOtG ITrussRoofSpecial Girder I I Job Reference (optional) ArnerfCan aumers wppry, wmrer rwven. rr- a w. r-Lo n • • ••. •.•.-.-- ..?ORA -•- • xtpt .l .- i .' -- --'-'---- 4- 5JIV - Yri -- -- - - ID:P?I7ORARNiPnrtpt71fl9w5zIE50•MuKGAx405)IV9oYrzJxA2V5vugF9d5KtblugAOz 14xk 1.0.0 9.2.1 15.8.0 23 8 0 31.4.0 37-8 3 41.6 12 46.3.6 51.0 0 1.0- 9.2.1 6.6.15 7.10.0 7.10.0 6.4.3 3.10.9 4.8 10 4.8.10 Scale = 1:88.4 Fsi88 6x6 = 210 II 74 = 7x8 = 40 = 6x6 = 4x6 = lox10 = 4x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In Qoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.35 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Ven(TL) 0.94 13.15 >646 180 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(fL) 0.21 11 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 342 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 8.10,7-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.6.10 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 4.16, 5-16, 6-16, 7-15, 8.12 WEBS 2x4 SP No.3 'Except' 8-12,10-12: 20 SP No.2 REACTIONS. (lb/size) 11=2031/Mechanical, 2=2095/0-4-0 Max Horz 2=255(LC 7) Max Uplift 11=-635(LC 8), 2— 501(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3693/838, 3.4=-3180/815, 4-5=-2525l734, 5.6-252V735, 6.7-3509/891. 7-8=-5818/1441, 8.9— 2829/808, 9-22-2829/808, 22-23-2829/808, 10-23-2829/808, 10-11-1962/605 BOT CHORD 2-18-744/3282. 17.18-745/3281. 17.24-584/2853, 24-25-584/2853, 16.25-584/2853, 16-26=-661/3072, 15.26=-66113072, 14-15=-984/4022, 13-14=-984/4022, 12.13=-1234/5128 WEBS 3.18_=0/261, 3.17— 557/207, 4-17=-42/575, 4-16=-958/304, 5-16=-427/1750, 6-16=-1400/415, 6-15=-136/1010, 7-15-1196/406, 8.13=-1301/460, 8-12=-2727/598, 9-12-323/203, 10.12-946/3349, 7-13-434/1859 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) VaSd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t; 8=45ft; L=51It; eave=61t; Cat. II; Exp B; Encl.. GCp1=0.18; MW FRS (directional); 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, with BCDL = I0.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 635 lb uplift at joint 11 and 501 lb uplift at joint 2. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 73 lb up at 47-2.4, and 73 lb down and 73 lb up at 49.2.4 on top chord, and 39 lb down and 65 lb up at 47.2-4, and 39 lb down and 65 lb up at 49-2-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard wARNINO • varlty dodgn ponrnoren and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MIF7472 rev. I003I2015 BEFORE USE oe*p vaild for use only w1m MI lek® connectors. cols design IS based only upon paanelers atnown, and Is for an MlvkkKA b ul1cft component. not a Iftts system. Before too. 9e bxacling designer must verify the c4)jAlcW111y of dc*p pwo relers and properly Incapaato this desion Into the overall txAalng ateslgn. Bracing indicated Is to prevent txtcklkV of Incllvldttal truss web odd/of Chad members orgy. Ackllllonal temporary and Intincnent bsrocing WOW 6 always required to stability and to rxevenl collapse Will Possible personal W*XY and pfoporty damage. For general guidance regara9ng the la0xkaflon. slacKp. delivery, erection and bracing of trusses and truss systems, sec-ANSI/IPI I Qualify Criteria, OSS-89 and SCSI 11u9dlng Component 6904 Parke East Blvd. Safety information avdiab io from truss Plate Institute, 218 N. lee Street. Suile 312. Alexandda. VA 22314. Tarrpa. FL 33610 oruss russ ype Y Ttt506522 739602 OtG1,- Roof Special GirderI t 1 Job Reference (optional) oe..e o Ametican waders bupply. winter raven. rL SJaae. NwLam ..-_ .. -r __ __ . _ .__. _.... _..__.... . _._. _ _ _ _ - ID:P?I?ORARNiPrxtpt7fu9w5zIE50-MuKGAz40511Vi;yii A2V5vugF9d5KtbfugAOz14xk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5_ 60, 5-a=-60, 8-10= 60, 11-19=-20 Concentrated Loads (lb) Vert: 27=1(B) 28=1(8) Q WARNING- VWW dedpn pamnetws and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PACE NIF7473 sev. 1602MIS BEFORE USE Design valid let use only wllh Milek® Con nectets. rills design is based only upon pararnolets snown. and Is lot an kdlvdual IxAGlrlg component. not O Truss syslern. Bogota use. the txlk*Q designer must verity The altplkatAlty of design Ixaarnelers and lxoperly kl 0gXXate din doslggi Into the overall lxadktp design. Bracing Indicated Is to Ixovont Ixtcaktg of IncMidual Inns web and/ot chord members only. Ackfttonal temporary and pennOnent btcrmklg MOW Is always tegUred for statAlty and to Ixevent coltgxce vam possbtlo personal "my and Ixop eny danage. rot general gtksaflco togardklg tho kdxlcalloix sloarge. del". election and brocing of trusses and truss systems. sceANSIMI I Quality Cdterio, OSS-69 and SCSI fluBdlny Component 6904 Patke East Blvd. Safety Information avcAc"a from truss Plate butllute. 218 N. Lee Sheol, Sdfa 312. Alexandria. VA 22314. Tarrpa. FL 33610 o fuss fuss ype ' Y Ttt506523 139d02 Al ROOF SPECIAL GIRDER t t Job Reference (optional) F 5736 —17 Pa e 1AmericanBuildersSupply. winter Haven, FL 33680. McLain Run: 7.640 a Nov 10 2015 Prim: 7 640 a Apt 22 2016 MiTek Industries, Inc. n Jun 30 13. 9 ID:P717ORARNiPrxlpi7fu9w5zlE5O-nTOPoz6uNgg4OFHOeRVtg7jQAtHFgRnKHd6Knlz 14xh 52.0.0 t-0•15.6.0 23.6.0 3t-4-t 37•&4 41-e-12 45-7-e 49.2.12 •11 1.0 9.2.1 ' 6.5•t5 7.10.0 7.10•t 6.4.3 4.0•a 3t0.12 37.4 1•&9 1:88.4 5x6 = a3H 20 19 c9 " 1B — 17 15 14 13 2x4 II 7x6 = 7x8 = 4x4 = 6x6 = 06 = 7x8 = us = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Verl(LL) 0.33 15-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Ven(TL) 0.94 15-17 >649 ISO BCLL 0.0 ' Rep Stress Incr NO W B 0.90 Horz(rL) 0.21 13 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 345 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 8.10,10-12,6.8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.6-14 oC bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 4.18, 5-18, 6.18, 7-17 WEBS 2x4 SP No.3 'Except' 8-14,10.14: 20 SP No.2 REACTIONS. (lb/size) 2=2091/0-4-0.13=2104/0-3-4 Max Horz 2=334(LC 9) Max Uplift 2=-494(LC 10), 13=-502(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3— 3686/1338, 3-4=-3173/1271, 4-5=-2518/1113, 5-6=-2518/1115, 6-7— 3495/1370, 7-8=-5847/2159, 8-9=-3216/1214, 9-f0=-3216/1214 BOT CHORD 2-20=-1028/3293, 19-20=-1029/3292, 19-24=-784/2864, 24.25-784/2864, 18-25=-784/2864, 18-26-880/3048, 17-26— 880/3048, 16.17=-1327/3987, 15-16=-1327/3987, 14-15=-1698/5150, 13-14=-291/1029 WEBS 3-20--0/261, 3-19=-557/309, 4-19=-106/575, 4-18=-958/462, 5.18=-681/1734, 6-18-1375/605, 6-17=-235/999, 7-17=-1177/563, 8-15=-1310/593, 8.14=-2419/809, 9.14=-264/162,10-14=-980/2817,7-15=-619/1898,10-13=-21147705 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t; B=4511; L=51ft; eave=6ft; Cat. ll; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 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 494 lb uplift at joint 2 and 502 lb uplift at joint 13. 7) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING . Verify design parameter t and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE MD7473 rev. IOM31201S BEFORE USE DeslOn vakl ter use oNy wlot Mllek®corttectws. Ihfs design Is based only upon rXaamelen shown, and is for an Individual building Component. ent. not a Iras system. Before tao. the txdlting doslgret mast verity that applicability or design pxaarnotors and properly Incorporate this design into the overall balding doslgn. Bating Indicated Is to prevent txtciding of IrldlvkltKi miss web anal/a chard members only Adtitlordl temporary and permanent bracing MiTe k' Is always ro"ed ter stability arW to prevent coligxse with possible personal "and property damage. For general guidance legating the taxicatkxL storage. delivery. erection and batting or trusses and trm systems. so"NSIOPI I QLVHIV Criteria, OS9.69 and SCSI Building Component 6904 Parke East Blvd. Salary Information available from truss Plate Institute. 216 N. Lee Street. Salto 312. Alexandria. VA 22314. Tarlpa. FL 33610 o fuss fuss ype Y Ttt506524 739802I A2 Roof Special t 1 Job Reference (optional) American Builders Supply. Winter Hevon. FL 33680. MUM Run. 7.640 a Nov 102015 Prim: 7.640 a Apr 22 2016 MTek Irt(JusMOS. Inc Fn Jun 30 13.57.40 2017 go, ID.15gjgrOgL3bt90B rUeOlhzlb2u-Ir89Df79vHwoGZOomsXLIYpoph CIL_clxbRsezl4xl 50• 11.4 1.0- a-2.1 15•a•o 2,2403.60 3t-4•t 38-8.0 47.2•f2 6.6• 52.0 G O.2-t 6.5•t5 7•t0.0 7.10.1 7-3-IS 6-th 1.5.4 2-3-4t 0.1 Scale 1/8'=l' Sx6 = amp 23 22 21 20 21 zta 20 1 2x4 11 7x8 = 14 13 St®= 2x4 II 7x6 = 7xe = Sx6 = 2x4 II 2x4 II 602 = U6 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.79 BC 0.88 WB 0.92 Matrix-S) DEFL. in Ven(LL) -0.45 Vert(fL) -1.12 HOfz(TL) 0.37 poc) Well Ud 18 >999 240 18 >543 180 13 n/a We PLATES GRIP MT20 244/190 Weight: 358 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end venicals. 1-3,6.8: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 'Except' WEBS 1 Row at midpt 4-21, 5.21, 6.21, 6.18 15-18: 2x4 SP M 30, 13-14: 20 SP N0.2 2 Rows at 1/3 pis 8-16 WEBS 2x4 SP No.3 *Except* 18-20,6-18,8-16: 20 SP No.2 REACTIONS. (IWsize) 2=2091/0-4-0.13=210210.3-4 Max Horz 2=336(LC 9) Max Uplift 2=-494(LC 10). 13=-504(LC 10) FORCES. (lb) - Max.•Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3683/1334, 3-4=-3169/1268, 4.5= 2518/1111, 5.6-2522/1116, 6.7- 5982/2334, 7.8- 5945/2205, 8.9=-2363/891, 9-10=-2572/929, 10.11- 1991/722, 11-13-2061/787 BOT CHORD 2.23-1021/3295. 22.23-102213293, 22-27=-77812866. 27-28=-778/2868. 21-28=-778/2866, 21-29=-882/3045, 20-29=-882/3045, 17.18-1930/5850, 16-17=-1924/5852.15-16=-480/1746 WEBS 7-18=-285/257, 10.15=-988/309, 3-23=0/265, 3.22=-556/308, 4.22=-108/571, 4-21=-949/456, 5.21=-673/1729, 6-21=-1362/609, 18-20-812/2828, 6-18=-1218/3119, 8-18- 1568/492, 8-16=-3764/1345, 9-16-159/728, 10-16-327/1008, 11-15-593/1976 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.0psI: h=30ft; B=45ft; L=51ft; eave=6ft; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone; end venleal 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) Plate(s) at joint(s) 18 checked for a plus or minus 2 degree rotation about its center. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 504 lb uplift at joint 13. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. A WARNWO • Vsdiy dadgn pamnefam and READ NOTES ON THIS AND INCLUDED MAEK REFERANCE PAGE MU•7Q3 rev. 10AUMf6 BEFORE USE Design valid for use only Win IAfek®connoclors. Ms design Is Iwsed ordy upon rxaaneters shown, and is for on individual Ixdtdi ng component. not a trim system. 8eloro uso, the txdkln0 designer must verily tho applbabalty of do9gt paomolurs ark? prop etly MCorporato Thisdesign Into the overall t KAdhng design Bracing trklcatod Is to Ixevent buckling of Individual trim web and/of chord membots only. Additional lemporary and permanent lxaclng M iTek' is always reapkod lot sk"Ity and to prevent collgne with possUe pefsoncd trW+Y aW IxarwftY damage Fa general gsddanco legading the fatx1callm stomtgo. dolNery, eracdlon and ixacing of Inmos aril Inrss sysferns. sooANSI/IP1 t Quality Cdteda, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlalle train fruss Plate trutllule. 218 N. Lee Street. Srdte 312. Aloxandlo. VA 22314. Tampa, FL 33610 Job fuss runs type I Y T1t5065257JobReference7308021,'3 Roof Special t 1 o tton;7 L..walL7e _ tnr Crl Jun 30 1157 L19n17 Pana 1 Ametican Builders Supply, waxer Haven, FL 33e50, FXLatn - v - - - - I D: I SgjgrOgL3bt90B_nJGOlhzlb2u•70pirgA 1 CCI N7I9NR?42NBRJ9U2vVlz3Rvg5Szz 14xc 62. 0.0 0 0.2.1 15.8.0 23.6.0 31.4.1 37.8-t2 8 45.2•t2 48.8-0 50•ItJ 0- 1-2.if 6.5-t5 7•to•0 7.10•t 6.4-tt 0-tt•I 6.6.12 3.5.4 2.3.4 Scale - 1:90.6 Sx6 = 0 22 21 20 19 1B 3x10 = 14 13 SX = 2x4 11 7x6 = 7x8 = 6x12 = 2x4 II 6xl2 MT20HS= 2x4 11 5x8 = 6x6 = LOADING ( psi) SPACING- 2.0-0 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.33 19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Ven(fL) -0.8319-20 733 ISO MT20HS 187/143 8CLL 0.0 Rep Stress Incr YES W B 0.84 Horz(TL) 0.31 13 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 356 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1. 3: 20 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 'Except' WEBS 1 Row at midpt 4-20, 5-20. 6-20. 7-19. 8-16 15. 17: 2x4 SP M 30. 13.14: 20 SP N0.2 WEBS 20 SP No.3'Except' 8- 18.3.22: 20 SP No.2, 17-19: 20 SP M 30 REACTIONS. ( Ib/size) 2=2091/0.4-0, 13=2102/0-3-4 Max Horz 2=336(LC 9) Max Uplift 2=-494(LC 10), 13— 504(LC 10) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3684/1332, 3.4— 3168/1266, 4.5_ 2520/1109, 5.6=-2522/1112, 6-7= 3508/1372. 7. 8=-4675/1766, 8-9= 2598/998, 9-10=-2892/1055, 10-11=-2008l737, 11.13— 2058/786 BOT CHORD 2-22=-1019/3297, 21.22=-1021/3296, 21.26=-776/2867, 26-27_ 776/2867, 20- 27=-776/2867, 20-28=-874/3032, 28-29=-874/3032, 19.29=-874/3032, 16. 17_ 1526/4750. 15-16=-50511780 WEBS 8.17= 269/920, 10-15— 974/357, 3-22=01/267, 3-21=-557/308, 4.21=-107/566, 4-20=-943/454, 5. 20= 666/1723, 6-20=-1324/600, 6-19= 229/944, 7-19= 2117/835, 17.19=-1489/4564, 7- 17_ 272/137. 8.16= 2522/928, 9-16=-263/955, 10-16=-257/910. 11-15=-629/2023 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf-. BCDL=6.Opsf; h=301t. 13=451t; L=511t: eave=6fh Cat. 11; Exp B: Encl., GCp1= 0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide Will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 504 lb uplift at joint 13. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNING • Verify dedpn parameters and READ NOTES ON THIS AND INCLUDED W7EK REFERANCE PACE M1F7473 rev. I441=15 BEFORE USE De*p vrlld rot use only vA$1 MlfokO conneclors. 91s deslip Is used only W»n paanelors shoe at, aril is for an Irlcliviclud txddbtg component. not a buss syslem. Before tao. the Ixikkg designer tntst verity, the at)FAICCdAlly of deslgrt paratnetots anti Ixoporly trleorpwafo this design btlo the ovorell AddillorKil lampoay and permanent txcr- Ing M iTe k' btAcAM design. WackV OWlcaled IstoIxeventbucMbtgofIndNklt" Inrss wob arld/« chord marnbers only. is always rec"lod for Stability OW to Ixovent collarm with posAAe Dofsolal Wiry arW property damage. far General gticlalco regadbtg tho tabreeatlort slotctgo. dellvary, atWlon and lxctebtg of Inrssas crud fnlss syslerns, seK:ANSI/TPI I Quality Criteria. DSB-89 and $CSI Building Component Safety information avcdable from truss Plate bullNto. 216 N. Lee Street. Sulto 312. Aloxandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 o russ russ ype Y T1lsoss2s 739802 1:4 Roof Special 1 Job Reference o itonal Amarlcan Binders Supply, Winter Haven, FL 33M. MUM nun r.o+v a Nov w cv.a F.un...v.v a ryw cc c...,....,. a o ....... ...... ._. _ ID:t5gjgrOgL3bt908_Ne0lhzlb2u•4px WGM gYSMKJmZO7WScWgOih?zbwLvDJCXrz14xa 52.0.0 0 9.2.1 t5.8-0 23.6.0 3,•4•I 35.8-t2 4Y2.12 48.8.0 50•tt4 6-S-t5 7-,0.0 7•,0 1 4 4•t, 7.6.0 5.5.4 2.3.4 1-0•t Scale - 1:90.6 Sx6 = 22 21 cr co 20 ca t9 -- 18 3xe = 14 13 Sx8 = 2x4 II 7x6 = 7x8 = 7x8 = 2x4 11 6x10 = 2x4 11 Sx8 = 6h6 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.76 BC 0.84 WB 1.00 Matrix-S) DEFL. In pot) Udell Ud Vert(LL) -0.30 19 >999 240 Vert(TL) -0.76 19-20 >605 180 Horz(rL) 0.30 13 Na We PLATES GRIP MT20 244/190 Weight: 362 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 'Except' WEBS 1 Row at midpi 4-20, 5-20, 6.20. 7-19. 8-16 15-17.13-14: 2x4 SP No.2 WEBS 20 SP No.3 *Except' 17-19: 20 SP No.2 REACTIONS. (Ibtsize) 2=2091/0-4-0, 13=2104/0.3.4 Max Horz 2=336(LC 9) Max Uplift 2=-494(LC 10), 13=-502(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3685/1329, 3-4=-3169/1262, 4.5=-2522/1106, 5.6-2522/1106, 6-7=-3440/1370, 7-26=-3764/1447,8.26=-3764/1447,8-9— 2674/1054,9-10=-3035/1104,10-11=•2037/759, 11.13= 2056/782 BOT CHORD 2-22-1017/3304, 21-22=-1018/3302, 21-27=-7732874, 27-28=-7732874, 20-28=-773/2874, 20.29=-866/3040, 29-30=-866/3040, 19-30=-866/3040, 16-17-1141/3788, 15-16=-546/1833 WEBS 6.17=-295/987, 10-15=-997/411, 3-22=0/266, 3.21— 557/309, 4-21=-107/567, 4.20=-942/452, 5-20=-654/1715, 6-20=-1318/587, 6-19=-247/961, 7-19— 1567/626. 17-19=-1203/3871. 7-17-459206, 8.16-1654/595, 9-16= 280/1008, 10-16-200/872, 11-15=-689/2097 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=4Sit; L=5111; eave=6ft: Cat. 11; Exp B: Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 502 lb uplift at joint 13. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNWG . yarlry dadgn paremerere and READ NOTES ON rHIS AND INCLUDED AMEK REPERANCE PAGE MD•7473 rev. I&CM16 BEFORE USE Design valid lot use only vAlh Mllek®connectas. Itnts deslgrn I s tried only upon plitanrolen shown. axl a lof at ktdlvklual bolding component. not a truss syslem. Belao use. the bxlk9rq designer mtal voafy the ap{llk:abllly of design lxaarnefors and txoperly Wogxxato this design Info the oveldl txddkng design. Bracing Indicated Is to lxevent bx:iddng of individual truss web and/a chord membots only. Additional tempaay and panttanent txactng MiTek' Is otwoys roctuarod to stability and to Ixevenl colloine with ImSBslo personal k*ffy and property damage. For general guidance regardng the l axlcalkxn. storoge. delivery. erection andl bxockng of tnraes and truss sysloms. saeANSIMI I Quality Catetla. DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intonnatlon owAc ie nom truss Rate Ins1IMo. 218 N. Lee Street. Sulto 312. Alexandria. VA 22314. Tampa. FL 33610 job I fuss type uty Fly T11506527 739602 AS ifrussRootSpecial 1 t Job Reference o tional 1461017.P 1 American Builders Supply. W imer Haven. FL 33660. MOLain Run: 7.640 s Nov 10 2015 Prim: 7.640 a Apr 22 2016 MtTek Industries, Inc. Frt Jun 30 13 5 . age ID:I SgjgrOgL3bt908_rtJeOlhzlb2u•UOdBvOEA 11wf0o2LEYgD4E88Ni7A_FobBXsSAz 14xX 62.0.0 0.0 t5.6-0 23.6-0 31.2.5 ,33.6-t2 36-C-0 41.2•f2 46.6.0 50•tt•4 0.0 9.2-t 6.5-t5 7•t0.0 7•8•5 2.6.7 4•I1.4 2.6.12 7.5.4 2.3.4 Scale - 1.92.9 Sx6 = aMr—.,J- 22 21 21 zu 20 zu sv 19 to 14 134x6 = Sx8 = 2x4 II 7x6 = 7x8 = 74 = 2x4 II Sx10 = 20 11 5x8 = 6)6 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) 0.31 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Ven(TL) 0.79 19-20 >775 180 BCLL 0.0 Rep Stress Incr YES W B 0.83 Horz(rL) 0.26 13 We rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 366lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1.3: 20 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 'Except' WEBS 1 Row at midpt 4-20. 5.20, 6.20, 7-19 15-17,13.14: 20 SP No.2 WEBS 2x4SPNo.3'Except' 17-19: 2x4 SP No.2 REACTIONS. pb/size) 2=2091/0-4.0, 13=210210.3-a Max Horz 2=336(LC 9) Max Uplift 2=-494(LC 10), 13=-504(LC 10) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3684/1328, 3-4=-316611262, 4.5=-2525/1102, 5.6— 2524/1102, 6-7=-3688/1483, 7-26=-31/4/1246, 8-26=-3114/1246, 8-9=-3120/1246, 9-10=-3087/1123, 10.11=-2064/790, 11-13=-2048/780 BOT CHORD 2-22=-1015/3334, 21-22=1017/3332. 21.27-772/2902, 27-28=-7722902, 20.28-7722902, 20.29-873/3018, 29-30=-873/3018, 19-30=-873/3018, 16.17= 7152661, 15.16— 603/1895 WEBS 10.15=-1036/468. 3.22=0272, 3.21=-560/307, 4.21-113/549, 4-20=-926/456. 5-20=-650/1755, 6-20=-1292/603, 6-19=-336/1128, 7-19-1480/611, 17-19=-965/3309, 7-17-448/136, 9.17-430/1212, 10-16-120/857, 11-15-7702187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.0psf; h=30ft; B=45ft; L=51ft: eave=6ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 504 lb uplift at joint 13. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNING • Verify dedgn perametem and READ NOTES ON THIS AND INCLUDED MIMX REFERANCE PAGE 1107479 tov. I OMIS BEFORE USE Design vaikl for use only with MI lek9 ConnoClors. Ms design is based only upon Ixnornelors snewn, and Is lot an hdvkktai bolding component. not a Irtas sVslon. Beloto tae, the building doslgnet must verify the OtVICUMV of design Ixranotets ctnd ptoperiy hcorpotale this design Into Iho ovetall Ixlaing design. Bachg Inc9Caled b to fxovenl txtcldhg of Ir dMduat tnasweb and/of chord meinbets only. Adcgdoncd temlxxcry and permcvxmt btact ng MiTek' Is sways requited fat stalbny and to pievont cotlaIxe Win po )le personal tr>fuay and lxol>xry damago. Fot goneral guidance tegardln0 the latxlcallm storage, delivery, erection and bracing of Inures anU truss sysloms. soeAN51/rPl I quality Criteria, OSS-89 and SCSI Building Component 6904 Porke East Bind. Safety Imormatton available aom [fuss Plate hsiltute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job uss truss I ype " y ljlJob T11506528 739802 A6 RoofSpecal 1 I luReference (optional) American Builders Supply. Winter Haven, Fl. 33880. McLain Run: 7.640 a rvov iv zvt a rum r wv s npr rc zv o m e. a uua .ea, . w .. .+..,.. .... ID:15gjgrOgL3bt90B_nJeOlhzlb2u•Omkxj M2M8NS68j"" ""SOjNAesS92Gk3z14xV 9.2.1 15.8.0 23.8.0 31.2.4 3.6.12 38-8.0 1.0.12 48-8.0 51.00 0• 9.2.1 6.5.15 7.10.o 7.8.4 2.4.0 5.1.4 2.4.12 7.7.4 2.4.0 5x6 = 6.00 Scale: 1W-V 21 20 `b let 19 zQ 18zO 17 4)(6 = 13 12 Sx8 = 20 II 7x6 = 7x8 = 7x10 = 20 II 2x4 II 7xe LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 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' 1-3: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 'Except' 14.16,12-13: 2x4 SP N0.2 WEBS 2x4 SP No.3'Except* 16.18: 2x4 SP No.2 REACTIONS. (lb/size) 2=2094/0.4-0, 12=203 1 /Mechanical Max Horz 2=265(LC 9) Max Uplift 2=-493(LC 10). 12=-449(LC 10) Sire = CS1. DEFL in Qoc) Well Ud PLATES GRIP TC 0.97 Verl(LL) 0.2718.19 >999 240 MT20 244/190 BC 0.90 Ven(TL) 0.6818-19 >891 180 MT20HS 187/143 WB 0.92 Horz(rL) 0.27 12 Na rVa Matrix-S) Weight: 369 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpi 4.19, 5-19, 6.19, 7.18 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3691/1325, 3-4-3175/1258, 4-5=-2528/1102, 5.6=.2528/1102, 6-7=-3400/1365, 7-25=-3090/1242, 8-25— 3090/1242, 8-9— 3100/1244, 9-10=-3114/1134, 10-11=-2161/817, 11.12=-1980/720 BOT CHORD 2-21=-1136/3293, 20.21=-1138/3292, 20.26=-892/2864, 26-27=-892/2864. 19-27=-892/2864, 19-28=-981/3049, 28-29-981/3049, 18-29=-981/3049, 15.16-846/2685, 14.15-762/1983 WEBS 10-14-1002/477, 3-21-/266, 3-20=-557/309, 4-20— 107/566, 4-19-942/452, 5.19— 650/1726, 6.19-1314/580, 16.18-111413348, 7.16— 593/208, 9.16-424/1156, 10-15=-91/785, l l-14-876/2240, 6-18-251/956, 7-18-1262/520 I NOTES- 1) Unbalanced roof live loads have been considered for (his design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; 8=45ft; L=511t; eave=611; Cat. II; Exp B; Encl., GCpi= 0.18: MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on (he bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 493 lb uplift at joint 2 and 449 lb uplift at joint 12. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNWG - Vedry dearpn paremWera and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MO.7479 rev. I403R016 BEFORE USE. DosIQI valid lot use orgy W th Mllek® connectors. Ittfs deslipl It bored only ufm paamolars shown, and a lot an kvjtvk tat t)tAcgW componenl. not a cuss syslern. Before too. tho lxOclin0 designer must vadly Iho cgXAIcab1IIy of UesIW ixtranotors and rxopeny Incorperate thisclaslgn into trio ovordl I)tAdlrlg doslgn. Bracing Indicated Is to proven$ bucldIng of Inclivklual Inm web cncl/err chord mombors only. Ack1111onal terni"aty cncl permanent bo Ing M iTek' Is always tegtltod tot slablilly and to prevent cotlgxb with possible porsonoi Injury and pxopedy danago. for genetai gtldatco tegaclino the fobrlcalbix slaago. delivery, orectbn and Lxaclno or trusses am; tnrss systems seeANSI/IPI I Quality Cdtw1a. DS8-119 and SCSI 9uDrnng Component 004 Parke East Blvd. Safety Information available born trim Rate institute. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Tampa, FL 33610 Job fussssfu ype Y TII506529 739802 A7 Root Special 1 tI1 Job Reference (optional) Antencan Budaets supply, winter Maven, 1•1. 7d9e0, NraLOrn nun: 7-a - ,v cv,a v, i , v+ a,•y., < <, ^•,." •..."_.••.". ... _".. •.•.._ __.. . _,_ . ID:I 5glgrOgL3bt908__rUeOlhzlb2u-rLO4y5HJrHZyJZwI I5GOmIrOgwPtrEIXkSFdpNz I US 1 0 0 9.2.1 23.6 0 35.6.12 36.8.0 d3 0.12 , 49.4.12 51.0.0 , 1.0.0 9.2.1 6.575 7.10 0 12.0.12 3.1.4 4.4.12 5.4.0 2.7.4 Sx6 = SOO1712 22 21 ze zi 20 co ca 19 18 3X8 = 14 13 6x8 = 2x4 II 7x6 = 7x8 = 7x10 = 2x4 II 5x10 = 20 II 5xe = Scale: 1/9'=1' 9.2.1 15•a 0 35.6-12 3e•6 0 46.6 0 51 0 0, 9.2.1 fr5-15 7.10.0 12.0 12 3.1.4 10-0 0 2.4.0 Plate Offsets (X,Y)-- 2:0-0.4,0-1-1), (3:0-3-0,0•3-4), (7:0.5.4,0-3-0), (9:0.3.0,0.2-0), (10:0.2.12,0.1-12), (11:0.3-1,0.1-15), (15:0-5-8,Edge), (17:0-6-4,Edge), (20:0-4.0,0-4-8), 121:0.3-0 0-4-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Ven(LL) -0.41 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Ven(fL) -1.00 19-20 >608 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.28 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matdx•S) Weight: 360 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1.3: 2x4 SP M 30 BOT CHORD Rigid calling directly applied. BOT CHORD 2x6 SP No.2 'Except' WEBS 1 Row at midpt 4-20, 5.20. 6-20. 7.19, 8-16 15-17,13-14: 2x4 SP No.2 WEBS 20SPNo.3'Except* 17-19: 2x4 SP No.2 REACTIONS. (Ib/size) 13=2034/Mechanlcal, 2=2095/0-4-0 Max Horz 2=253(LC 9) Max Uplift 13-450(LC 10), 2=-490(LC 10) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3693/1318, 3-4- 3174/1254, 4-5=-2538/1090, 5-6=-2541/1091. 6-7=-4102/1580, 7.8=-3748/1431,8-9- 2705/1050,9-10- 3073/1101,10-11=-2088l785,11-13=-1986/719 BOT CHORD 2-22=-1191/3329, 21-22=-1193/3327, 21-26=-950/2894, 26-27=-950/2894, 20-27=-950/2894, 20-28-1042/3010, 28-29=-1042/3010, 19.29=-f042/3010, 16-17-1303/3762, 15.16=-722/1924 WEBS 8-17=-306/1036, 10-15=-971/432, 3-22=0/278, 3-21=-562/305, 4-21=-118/531. 4-20-911/463. 5.20- 644/1792, 6.20=-1285/603, 7-19-2144/904, 17-19-1269/3756, 7-17-131/280, 8-16-1644/590, 9-16=-280/1038, 10.16- 201/835, 11-15-816/2162, 6.19=-419/1433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=4511; L=5Iit; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exteffor(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed (or 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 (it between the bottom chord and any other members, with BCOL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 13 and 490lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and *" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Q WARNING- Verity doWtin paranretem and REAO NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO.7473 rev. 140=15 BEFORE USE. Design void for use only with Mllek®connectas. lhis design Is rased only upon pararnelers shown. and Is lot an Individual Ixddlrvj cornponenl. rat a trtm systorn. Before trse. the IxAdng designer mtal verity the C4010abllly of design Ixxarneters and ixopedy Incotporalo Inh design Into the overdl txMdn g design. Bracing Indicated Is to prevent buckling of d,dviducil Wass web and/or chord members only. Addliaal temporary and pemtonent txm_Irsg M iTek' Is oways tetalfed for stability and to Ixavent cdloixe with imss $e peraaxb MN and pfopedy danoge. Fot gonefol gtrdonee fegadng the Ioxicallon, storage, dollvery. erection crud Ixcredtg of passes ardf truss syslems, SOOANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information avolable eofn truss Plate Institute, 218 N. Lee Street. Suite 312. Alexand4o. VA 22314. Tonga, FL 3360 Job russ russ ype y T1t506530 739802 1:8 Roof Special 1 t Job Reference (optional) American Builders Supply. Winter Haven. FL 33880, WLetn Rum r 640 a Lvov to cuu Print: 7.oav a zc cute din " nwusr ,us, uC. Fir wu W 1a.. a+. ID:P?I?ORARNiPrxlpt7f119QI 5-nkYgNnlZNupg2t4h8WIssjwMLk81J8agCmkMGz14x0 f-0-0 9.2•f 16-0 23.6-0 31.4.1 37-6-12 45.0.12 4:4 49d•12 t-0 1 9.2.1 6.5.15 7.10-0 7•f0.1 6.2.11 7.6-0 d 3-0.0 1.7d Sx6 = Scale - 1:88.5 W 19 18 " G° 17 4. 16 " 14 13 12 Sx8 = 2x4 II 74 = 7x8 = 4x4 = Sx6 = 06 = 5x10 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except' 7.8,1.3: 20 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=2095/0.4.0, 12=2034/Mechanical Max Harz 2=248(LC 9) Max Uplift 2=-489(LC 10), 12— 451(LC 10) C=ram CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TC 0.77 Vert(LL) -0.28 16 >999 240 MT20 244/190 BC 0.68 Vert(TL) -0.7216-17 847 180 we 0.86 Horz(rL) 0.18 12 n/a n/a Matrix-S) Weight: 358 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4.17, 5-17, 6.17, 7.16, 8-14 FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3= 3692/1318, 3.4=-3176/1251, 4.5=-2529/1095, 5-6=-2530/1096, 6-7=-3485/1338, 7-8=-3987/1472, 8-9-2047l730, 9-1 0=- 1860/664 BOT CHORD 2.19— 1205/3278, 18.19=.1206/3277, 18-23=-961/2849, 23-24=-961/2849, 17-24=-961/2849, 17-25=-1050/3054, 16.25=-1050/3054, 15.16=-1418/4019, 14.15=-1418/4019,13-14=-747/2122,12.13— 236/674 WEBS 3-19=0/267, 3-18=-557/309, 4-18=-108/567, 4-17=-943/454, 5-17=-647/1726, 6-17=-1335/582, 6.16=-217/950, 7-16=-1239/472, 10-12=-2059/721, 10-13=-711/2161, 9-13=-866/320, 7-14=-1125/545, 8-14=-793/2256, 8-13-821/386 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf: h=301t; 8=4511; L=51ft; eave=6ft; Cat. II; Exp B; Encl.. GCpi=0.18; MW FRS (directional) and C-C Exledor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 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, with BCOL = I O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 2 and 451 lb uplift at joint 12. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 16" gypsum sheetrock be applied directly to the bottom chord. WARNWO • vadly dodgn parameters and READ NOTES ON THIS AND INCLUDED ll/rEK REFERANCE PAGE Me-747J rev. Ia*1401S BEFORE USE Design valid for use only vAlh Mltelr®conneclors. ft design is based orgy upon parameters shown, and is lot an individual buYding cornponent. rat of design parameters and properly Incorporate this design Into One overallaInnssystem. Before use. the building designor must verily the applicability i txadtrng design, gracing kxllcafed is to prevent Ixrclding of trtdivkkxl truss web and/or etatd members only. Additional temporary and p ermanent lxctav M iTek' Is arwc ys tectulted got stability and to prevent collapse vAlh poss9xe personal fryuy and property danago. ror general etlda nco regarding Into talrlcarlon, storage, delivery. erection caul bractrtg of trusses and truss systems. seeANSI/tPI I Quality Criteria. OSB•89 and 8CS1 building Component 6904 Parke East Blvd Salary Irdormation avallarMo Rom truss Plate Instllute. 218 N. Lee Street. Strife 312. Alexandria. VA 22314. Tampa, FL 33610 Job russ rum type y 71150653t 739602 1"a Root Spacial 1 t Job Reference (optional) col , .. en ,•avc r„ oene , Amencan Builders Supply. winter haven. FL 338ao. 11ML8111 nun.. u v i nv w cv,...-,,,.,.. v+,. .. -.. X80i ID:P?I?ORARNiPrxtpl7fu9w5zl 50-j7fboTLpvW 30oAE4GxLKx80rOXpun207f40gy9z14x0 1.0 9.2.1 15•&0 23 &0 31.4-1 39-6.12 44-11.8 50.0.12 51 0 1.0• 9.2.1 6.5.15 7.10.0 7.10.1 8-2.11 5.4.12 5.1.4 0 11.4 5x6 = Scale - 1:88.5 18 17 " — 16 15 13 12 11 Sx8 = 2x4 II 74 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1.3,6-7: 20 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except' 7-12,9-12: 2x4 SP No.2 REACTIONS. (lb/size) 2=2095/0-4-0, 11=2034/Mechanical Max Horz 2=248(LC 9) Max Uplift 2=-489(LC 10). 11=-451(LC 10) 7x8 = 4x4 = 6x6 = 20 II 7x10 = CSI. DEFL. In poc) I/dell Ud PLATES GRIP TC 0.79 Vert(LL) 0.2913-15 >999 240 MT20 244/190 BC 0.77 Vert(fL) 0.7613-15 >800 ISO MT20HS le7/143 WB 0.86 Horz(TL) 0.21 11 n/a We Matrix-S) Weight: 348 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpi 4-16, 5-16, 6-16, 7.12, 7-15 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 3692/1321. 3-4— 3177/1254. 4.5=-2527/1097, 5-6-2534/1103, 6.7-3534/1329, 7-8=-2676/957, 8-9=-2676/957 BOT CHORD 2-18=-1207/3272, 17-18=-1208/3270, 17-22=-964/2844, 22-23=-964/2844, 16-23=-964/2844, 16.24-1064/3077, 15.24-1064/3077, 14.15-1605/4487, 13-14-1605/4487, 12-13=-1602/4491, 11-12=-154/413 WEBS 3-18=0/265, 3-17=-556/308, 4-17=-107/570, 4.16=-948/456, 5-16— 664/1739, 6-16=-13761599, 7-13=0/263, 7-12-2261/828, 8-12-325/190, 9-12=-995/2878, 6.15=-167/915, 7.15— 1570/602, 9-11=-1974/765 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=30ft; B=45111; L=51ft; eave=6ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exledor(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 2 and 451 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNING • Verlry dadfin paremefent and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PACE AID-7473 mv. 16WQ016 BEFORE USE Oas1gn volkl for use only Win MI IolA conneClors. this design B based only upon patorneters shown. and Is for an i dllvldual txddhg component. not o Urn systorn. Before me. the lx*dng designer mist verify the <44AlCabllly of design rxaainaters and IxojWy incorlorale MU design Into the overall txadhg design. Bracing Indicated Is to Ixovont txiclding of InUlvldtfcl MW web and/of chard members only. Additional lempemay and pomtanent txaCing M iTek' h always iocabod lox slabtlly and to pfevont collapse Win posstAe personal tn)<Iy and IxoperiN domage. Fof genotat gJUonCe regadng the latWa110n, storage, dollvory. erection and Mating of Inrsses a dl Ism systoms, seeANSI/IPI I Quality Criteria, OSS-69 and SCSI tullding Component 6904 Pafke East Blvd. Safety IMamatlon ovd"Ae Uoin truss Plato Institute. 218 N. Leo Shoel. Srlle 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss Type oty ply Tt1506532 739802 al Comnan 2 1 Job Reference(optional) o7 .. American Builders Supply. winter Haven. FL 33660 ..v • Apr . a cv w m..." . ...... ...... 11. ...... ...... w ID:P?I10RARNiPrxtpt7tu9w5zlE50•splrOk2bW6sXobaoLYeohVPhW D I lt2LabhUdkPz 176q 15.7.2 23.6-0 31.4.14 37.9.15 47-0-0 484 9.2-1 6-5-1 7-10.14 7.10 14 6-5 1 9.2.1 Scale - 1:83 8 Sx6 = 119 11 25 16 15 14 " 13 12 5x6 II 5x6 II 2x4 II US = US = Sx6 = 2x4 I) LOADING (psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TPI2007 CSI. TC 0.67 BC 0.88 WB 0.70 Matrix-S) DEFL. in poc) Well Ud Vert(LL) -0.29 14-15 >999 240 Ven(rL) -0.70 14.15 >805 180 Horz(TL) 0.22 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 268 lb Fr = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1.4.8.11: 20 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 30'Except' WEBS 1 Row at midpt 6.14, 7-14, 5-14 13-15: 2x4 SP No.2 WEBS 20 SP No.3 SLIDER Left 2x4 SP No.3 2.0.0, Right 20 SP N0.3 2-0.0 REACTIONS. (Ib/size) 2=1940/0-4-0, 10=1940/0-4-0 Max Horz 2= 284(LC 8) Max Uplift2=-460(LC 10). 10=-460(LC 10) Max Grav2= 1 967(LC 15). 10=1967(LC 16) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1194/41, 3-4- 3350/1213, 4-5=-2858/1147, 5.6- 2193/993, 6-7_ 2193/993, 7-8=-2858/1147.8-9=-3350/1213, 9-10=-1194/41 BOT CHORD 2.25= 903(3102, 16.25=-903/3102, 15-16= 90413099. 15-26_ 667/2650, 14-26=-667/2650, 14 -27=-667/24 77, 13-27=-667/2477, 12.13_ 904/2886, 12-28- 903/2889, 10-28=-903/2889 WEBS 6-14=-550tl483. 7-14= 980/452. 7-13- 103/594, 8.13=-566/302, 8-12--=77. 5-14_ 980/452. 5-15- 103694, 4-15=-565/302, 4-16=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=30ft; 8=45ft; L=471t; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Ex(erlor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=460, 10= 460. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and V2" gypsum sheetrock be applied directly to the bottom chord. WARNWO • Verily deagn pammMma and READ NOTES ON THIS AND WCLUDED WMK REFERANCE PAGE MD7473 rev. f&WMIS BEFORE USE Design Voild for use only VAIN MIIeM ConneClors. ittfs design is bosod only ulxxt ryacaneters sh ovAl. and Is for do Indivi" IxrWing Comtxxanl, not a Was system. Bofao use. Ina building designer must verify the c114)0cobllly of deskin ixaaneters and txopwly ktcaporato title design Into the overall building design. 0acing Irtdlcoted isto txovent budding of Individual truss web and/a Chard members only. Addltlonaf lemporay and permctneni U C.klg M iTek' is always tegJtod for slah011y are to ixovent collolm vAth possible 1oesoi>m hMy and txopony domogo. For general guidance mooring tta k" ICation. slorcrgo. delivery, election crncf brocing or fames and tam syslorns, sooANSIONi Quality Criteria, DSO-89 and BCSI 8ulbding Component 6904 Parke East Blvd. Safety Information avolloble Dorn trim Rate "Itulo. 218 N. Lee Siteel. Suilo 312. Afoxanddo. VA22314. Tampa. FL 33610 Job rues I rusS I ype t% 711SO6533 739802 82 ROOF SPECIAL 6 1 Job Reference (optional) Amencon Buddete Supply. wrntet Maven. I-L 33580 7.64v v w, iv &w.v M"i, • „;; •' "'•. • "v' . ID:P?I?ORARNIPrxtpt7fu9w5zlE50-KO04b42DH0 0018 vG9rE(YobdLrcUmkpLDBGrz176P 2.8-0 6•t0-0 12.34 15 7a 23-6-0 31.4.14 37 9.15 47:2 4 2-0-0 4.1.15 5.. t 3-:1 7-10 15 7.10.14 6.5 1 9.2.1 -0 ot Scale . 1:92.3 5x6 = 16 17 16 15 14 at 4x6 11tOx14MT20HS 5x8 = 6x6 = 10 = 5x6 = 2x4 II 6x10 6.05 12 4x6 2x4 II LOADING(ps1) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 1-7-2 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.90 BC 0.99 WB 0.75 Matrix-S) DEFL. In poc) Udell Ud Ven(LL) -0.31 16-17 >999 240 Ven(TL) -0.80 16-17 >706 ISO Horz(TL) 0.40 12 n/a rVa PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 294 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied BOT CHORD 20 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 19-21: 2x4 SP M 30. 2-21: 2x6 SP 240OF 2.0E WEBS 1 Row at midpt 7-17, 7-16, 8-16, 9-16 WEBS 2x4 SP No.3 SLIDER Right 20 SP No.3 2-0-0 REACTIONS. (Ib/size) 12=1545/0-3-8, 2=1544/0-4.0 Max Horz 2=227(LC 9) Max Uplift I 2=-367(LC 10), 2=-367(LC 10) Max Grav 12=1557(LC 16), 2=1544(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2.3=-5409/1832, 3-4=-3637/1304, 4.5= 2838/1069, 5.6=-2778/1078, 6.7=-2789/1147, 7.8=-1733l791,8.9=-1730792,9-10=-2256/916, 10.11=-2650/968,11-12-912/3 BOT CHORD 20-21 =- 1483/4667, 19-20-1054/3417, 17-29=•532/2073, 16-29=-532/2073, 16-30— 532/1954. 15-30— 532/1954. 14-15=-722/2282, 14.31— 721/2284, 12-31-721/2284, 2.21-1578/5012 WEBS 4 -20=-60/4 38, 4.19=-896/365, 17.19=- 53812117. 7-19=474/1288, 7-17=-476/221, 7- 16=-753/360, 8-16=-43611159, 9-16-780/361, 9-15=-84/474. 10-15=-454/242, 3-21=-318/ 1184, 3-20=-1272/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vull=140mph (3-second gust) Vasd=108mph; TCOL=4.2pst, BCDL=6.Opsf,, h=301t; 8=45ft; L=47ft; eave=61t: Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 pst 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 = 10.Op91. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing sunace. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 12=367, 2=367. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING. Vadly dedpn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mf17473 rev. 1611=01S BEFORE USE Design valid lot tree orgy with MllekS Connoclots. this design is Ixlsod orgy upon Ixxameles shown. and Is tot anindlvkkKd buldin0 Component. not a tnas system. Belota use, the txOd hg designer must votary the apolac"ity of doslgn rnrarleters aW txopody traorpaalo Ihll1 design Into the overail dulding design. Bracing Indicated Is to prevent budding of Individual huss web and/a chard mernbets orgy. Additional lempotcxy and permanenl LwocJng M iTek' Is always re%ted lot stability and to prevent collapse with possde poisond "and property damage For gonetdl guldonee regadlhlg thlo faaxlcatlm storage. delivery, election ( rid htocing of tamos and Was systems. see-ANSI/110I I Quality Cdterla, OSS-89 and SCSI Wilding Component 6904 Potke East Blvd. Saety, Information available hom buss Plato Institute. 218 N. Lee Shoot. Stile 312. Alexandda. VA 22314. Tampa. FL 33610 Job ruse Truss Type N T1t506534 739802 83 Root Special 8 1 Job Reference(optional) o. American Buifdate supply. wmler Hawn. I'L SMaa...,•.,....v••--...o....--....... ..--. ... __....__..---.. ID: P?I?ORARNiPrxtpt7tu9w5z l E 50•oCnSoP3r2j6F2vjASzg4mwU_u0h3LxOt2?zkoHz 176o 1.0•D 2.8-0 6.10-0 12.3-0 15.7-t 23.6-0 31.4.14 37.9.15 47.0-0 1-0 2-8-0 4-1. 05 5 5.1 3 4-1 7.10.15 7.1014 Scale . 1:90.0 Sx6 = 1Ox14 MT20HS Z: 17 16 " 15 " 14 13 "" 4x6 II 4x6 = 5x8 = 6x6 = 3x8 = Sx6 = 2x4 II 6x10 5.05 2x4 II 12 LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 1-7-2 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Irlcr YES Code FBC2014lrP12007 CSI. TC 0.87 BC 0.99 WB 0.75 Matrix-S) DEFL. in (loc) I/dell Ud Ven(LL) -0.31 15-16 >999 240 Ven(rL) -0.80 15.16 >707 180 Horz(TL) 0.40 12 n/a We PLATES MT20 MT20HS Weight: 292 lb GRIP 244/190 187/143 Fr = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 18-20: 2x4 SP M 30. 2.20: 2x6 SP 240OF 2.0E WEBS 1 Row at midpi 7-16, 7.15, 8-15, 9-15 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 12=1497/Mechanical, 2=1545/0.4-0 Max Horz 2=225(LC 9) Max Uplift I 2=-329(LC 10), 2=-368(LC 10) Max Grav 12=1514(LC 16), 2=1545(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5403/1876. 3.4=-3635/1319, 4-5= 2837/1077, 5.6=-2778/1086, 6-7=-2789/1155, 7-8=-1734/793, 8-9=-1735(793, 9-10=-2258/918, 10.11=-2655/973, 11.12=-932/43 BOT CHORD 19-20=-1549/4656, 18-19=-1099/3410, 16-26=-565/2069, 15-28=-565/2069, 15.29— 566/1954, 14.29-566/1954, 13-14-759I2288, 13-30— 758/2291, 12.30-75812291, 2.20=-1651/5000 WEBS 4-19=-65/437, 4.18=-895/372, 16-16=-572/2112, 7-18— 488/1285, 7-16-476/231, 7-15= 753/360, 8-15=-437/1159, 9-15=-781/362, 9-14=-86/475, 10-14-458/246, 3-20=-339/1181,3-19=-1269/458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsh h=30111; 8=45ft; L=47ft; save=61t; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 1ft MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 100 lb uplift at joint(s) except Qt=lb) 12=329, 2=368. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. WARNING - VeAry design paramotwe and READ NOTES ON THIS AND INCLUDED MITElr REFERANCE PAGE MIF7473 rev. IaGMIS BEFORE USE. Deem valid for use only Wth MI Iek8 conneclors. Ms de$W Is twsed only upon pcaameters shown, artd Is felon ttrlMCAxi txAdtrlg componenl. not a truss sysfom. Before use. the LvAk& U doskpv-4 must vodly Iho apgAiccA llty of dell p lxncnnelen arlcl properly bwcotpotale Ms design Into Iho overall tx9ding design. Bacflg trldicafed Is to prevenl txtcldkV of Indlvklttal truss web and/a chord mornbm oNy. AdaAliera temporary and permanent btactrlg M iTek' IS always tegW od tar slatllllly and to Ixavenf collapse with possbio personal trtluy and properly damage. For gonetal gtildance tegadng 810 fa iAcc lion. storage. dellvory. ereellon arul txachU of trusses and Iruss systems, soaANSI/IPI I Quality Cdterla. DS8.89 and SCSI Building Component 6904 Parke East Blvd. Safety Inl .*Han available Item trust Plate Institute. 218 N. Leo Street. Stile 312. Alexa arils. VA 22314. Tarrpo. FL 33610 Job cuss Truss TWe oty Tt1506535 BS RootSpecAl 2 t Relee-e739802tional American Buddets Supply. winter maven. rL Uleao ....•.., ...r• • • .•.—....._.... _-.. -- - . --•.- -- -. I D:P?I?ORARNIPrxtpt7tu9w5zlE50•GOLg014Tp 1 E612INOgBJJ71 Cm02G4L71 HBHKjz 176n 0 e•2•l 15.7.2 23.6-0 31-5-0 37.8.5 40.1.10 45-1•IO 470-0 0 9.2-1 8 5.1 7.10.14 7.11-0 6-0 6 2.5.5 5 0 0 t-t0! Scale . 1:87.3 zz 17 16 40 15 " 14 13 12 2x4 II 5x6 = 3x8 = Sx6 = 5x10 = 6u6 = LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.67 Vert(LL) -0.28 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.69 15-16 >812 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.20 12 Na n1a BCOL 10.0 Code FBC2014/TP12007 Matrix-S) Weight: 288 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 20 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 20 SP M 30 'Except* WEBS 1 Row at midpi 5-15, 6.15, 7.15 14-16: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0.0 REACTIONS. (Ib/size) 2=1935/0-4-0, 12=1874/Mechanical Max Horz2=253(LC 9) Max Uplift2=-456(LC 10), 12=-414(LC 10) Max Grav2=1955(LC 15), 12=1874(LC 1) FORCES. ( lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1193/36, 3.4=-3326/1198, 4.5=-2834/1131, 5.6=-2166/977, 6-7-2167/979, 7. 8=-2792/1105, 8.9=-3207/1167, 9-10=•2803/1021 BOT CHORD 2-22— 1056/3051, 17-22— 1056/3051, 16-17— 1057/3048, 16-23— 819/2599, 15- 23=-819/2599, 15.24-807/2427, 14-24=-807/2427, 13-14-1000/2768, 12- 13-307/833 WEBS 4-17=0/275, 4-16=-566/303, 5.16=-102/596, 5-15=-981/453, 6-15=-541/1451, 7- 15=-933/434, 7-14=-53/524, 8.14=-444/246, 9.13=-1579/633, 10-13=-851/2504, 10. 12_ 1962/749, 6.13=-19/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Ops1; h=301t; B=45ft; L=47ft; eave=61t; Cat. II; Exp B: Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 5x6 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=456, 12= 414. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING . Varlry dostpn paremetwo and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE MD-74" rov. 1002W I6 BEFORE USE. Design vclkl for use only wlm MI Ietf0 connectors. Ittts dadM b txaed only ul»n p-.namaters shown. and Is 101 an trt iAduol lmldlrtg component. not a tells syslem. Boloto use. Iho txAldng closlgner rntat varlly, Itta <g4AIcabllty of design lxxarneters and Ixoporly Wogtorato Ih6 ooslgn Into She ovrrtdt bUdnlg design. Bracing IntdIcatod Is to txevent txtcldlrtg of Indv IuoI Inrrss web and/el chord members only Addllonal Iernlxxary and pennonenl txochtg Welk' is always regpbed for s1d101ty cnd to rxevenl collapse with possUo parsarwl "Ay and txoperty damoge. For doctoral guldonce iogordng Ino tcix1colbn. stot000. cWBvary. election cn<I beocing of Mores and tntss systems. soeANSI/rP1I Quality Criteria, OSS-89 and SCSI Building Component 6004 Parke East Blvd Safety Information ovalic"e from Incas Rate Institute. 218 N. Lee Sheol. Sulto 312. Alexardda. VA 22314. Tortpa. FL 33610 o fuss runs Type H TttSO6536 739802 86 Roof Special 2 1 Job Reference tional American Builder{ 5uppty, winter Haven. I•L -rseuv ,.,..v a.y...a ..... ........ ....... ...._... __.. _a_ - ID:P?I?ORARNrPrxtpt7fu9w5zIE50-kbvCD558aLMzHCtZaOIYrLaNKgOlvlpgOAVJSrtAz 176m 9.2.1 15.7.2 23 6-0 314.15 38.6.12 43.6.12 47:M 0 9.2.1 6-5-1 7.10.14 7.11-0 7.313 5-0-0 334 Sx6 = zt 16 Is " 14 Sx6 II 2x4 II 5x6 = 3x6 = Sx6 = US = Scale . 1:85.9 6x6 = LOADING ( psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.68 BC 0.87 WB 0.e2 Matrix- S) DEFL. Ven( LL) Ven( rL) HOrz( TL) In ( loc) Udell Ud 0. 27 14-15 >999 240 0. 68 14.15 >e29 180 0. 20 11 n/a rVa PLATES GRIP MT20 244/190 Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1- 4: 20 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 20 SP M 30 *Except' WEBS 1 Row at midpi 5-14. 6.14, 7-14, 8-13. 9-11 13- 15: 20 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 2-0.0 REACTIONS. ( lb/size) 2=1935/0-4-0, 11=1874/Mechanical Max Horz 2=253(LC 9) Max Upliit2=-45e(LC 10), 11=-414(LC 10) Max Grav2=1957(LC 15). 11=1874(LC 1) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1192/36. 3.4=•3329/1196, 4-5=-2837/1130, 5-6=-2166/976, 6-7-2169/980, 7- 8=-2802(1096, 8-9-2794/1058 BOT CHORD 2-21- 1055/3054. 16-21-1055/3054. 15-16-105613051. 15-22- 81912601. 14. 22-819/2601, 14.23=.809/2422, 13-23=-809/2422, 12-13=-1000/2836, 11- 12=-439/1210 WEBS 4-16=0I276, 4-15=-5661302, 5-15=-103/594, 5-14=-981/455, 6-14=-549/1460, 7- 14=-931/444, 7-13- 30/496, 8-13=-500/224, 8.12=-1317/605, 9-12-740/2162, 9- 11=-2052l773 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t; B=45ft; L=47ft; eave=61t; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 = 10.Opsf. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=1b) 2=456, 11= 414. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNWO • Vedry dedpn pnameten and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PACE A19.7473 rev. I6R MIS BEFORE USE Design vtlld for use only with Mnek® connectors. RYs design S treed only upon pxeameters shown. and Is for on Individual building component. not a Was systorn. Beloro use. One milllaing designer must verily the agxlccfrtllty of design painters and Ixopetly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chard members only. Additional lemporary and permanent txocing WOW Is always requited nor slatAlty arW to Ixovent collarm with poss6te Irnsorwl frytay and Ixopeny damage. For general guidance rogard8ng Mo latxbalkrl storage, dolNery, etection and Irdlcing of fnsses and tnss systems. seeANSION I CuaeH Criteda. OSS-89 and SCSI Building component 6904 Parke East Bed. safety =. anon available from fruss Plato Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job I russ Truss Type oty pry T11506537 730802 87 Root Special 2 1 Job Reference (optional)_ I F ' J 30 11 20:19 2017 Pe 1AmericanBuildersSupply. Winter Haven, FL 33880 7.640 s Apr 19 2016 MTek lndustras. nc rr un 9e ID:P?I?ORARNiPrxtpt7fu9w5zlE5O-CnSbRR6jLeUgvMS185EnOY6Y1 EIFYJcJkzBOPczl761 9.24 15.7.2 23-6-0 31.4.15 36.8-12 41.8.12 47-0-0 0 9.2.1 6-5•t 7.10.14 7-t0.15 5 3.13 54-0 5 3 4 Scale . 1:85.9 Sx6 = Z1 16 15 " 14 13 12 11 5x6 II 2x4 II Sx6 = 3x8 = 6x6 = 4x10 = 3x6 II LOADING (psi) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ven(LL) -0.28 14.15 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.96 Ven(TL) -0.74 12-13 >756 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.20 11 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix-S) Weight: 286 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 20 SP M 30'Except' WEBS 1 Row at midpi 5-14, 6.14, 7-14, 8-12 13.15: 20 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 2-0-0 REACTIONS. (lb/size) 2=1935/0-4-0, 11=1874/Mechanical Max Horz 2=253(LC 9) Max Uplift2=-456(LC 10), 11=-414(LC 10) Max Grav2=1977(LC 15), 11=1885(LC 16) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1194/35. 3-4=-3371/1195, 4-5=-2882/1128, 5-6=-2193/975, 6-7=-2201/976, 7-8=-2841/1100, 8.9=-1674/662, 9.10=-1900/675, 10-11 =- 1867/681 BOT CHORD 2-21= 1054/3091, 16-21= 1054/3091. 15-16_ 1055/3088, 15-22= 817/2641. 14-22=-817/2641, 14-23=-797/2495, 13.23=-797/2495, 13-24=-959/2731. 24-25- 959/2731, 12.25_ 959/2731 WEBS 4-16--=74, 4-15=-562/303, 5-15=-102/599, 5.14=-984/451. 6-14=-535/1481. 7-14= 987/423, 7-13=-57/596, 8-13=-386/234, 8-12=-1629/641. 9.12=-88/558, 10-12=-577/1848 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsl; h=30ft; B=451t; L=4711; eave=611; Cat. II, Exp B: Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 Wide Will fit between the bottom chord and any other members, With BCDL = I O.Opst. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=456. 11=414. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and W gypsum sheetrock be applied directly to the bottom chord. I& WARNING . Vedfy deslpn peremstem and READ NOTES ON THIS AND DICLUDED U[MK REFERANCE PAGE MI1-74TJ rev. 10A)M1S BEFORE USE Desl t valid for use only with Mllek®connoctorS. 8ds deslgrl k bawd only upon pxaamoters shown. and Is lot an frWlvkAtal bulding component, not a tars system. Before trse. the 1xllding deslgnor mign lrstverilyloa;)IXICafAIty of desIxxameters and pxolody Incorporate, it16 design Into the ovotall txdldtrlg design. Bracing IrWlcatod Is to prevent txtcldbV of kWMdutd trtm web and/or chord members only. Adclillonal lernpotary and permanent bracing MiTek' Is always rogtlred for statAlly and to prevent collapse with losslble personal Initrry and property danago. Fa general gildalco repard4q the laixicallon. storage. dolivory, erection and IxacIng of truces and trim systems soeANSI/1PI I Quality Criteria, OSS-89 and SCSI Ilulldlny component 6904 Parke East Blvd. Solely Irdarmalton ovallatxe from trim Plate kutllute. 218 N. Leo Stroot. Srlto 312. AlexaWdo. VA 22314. Tampa. FL 33610 Job russ Truss Type oty pty Ttt506538 739802 CI Monoluch 2 1 Job Reference (optional American Builders Supply. winter Maven. FL 3M80 •w ^P. a •^• ^ ••• •^ •• v 10:P?I?ORARNiPrxlpt7tu9w5z1E50•hzOzen6L6ychWWIj;; l0xmtkre8MHnQTzdxyx2zI76k 14-0-0 22.2.0 0 0 7.8.2 6.2.14 8.2.0 M can 3x6 II 2x4 II 5x6 = 6x6 = LOADING (pst) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CSI. TC 0.55 BC 0.58 WB 0.60 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2.0.0 REACTIONS. (lb/size) 7=879/0.4-0, 2=942/0-4-0 Max Horz2=446(LC 10) Max Uplift7=-304(LC 10), 2=-130(LC 10) Max Grav7=965(LC 15), 2=942(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-631/0, 3-4=-1232/198, 4-5— 832/91 BOT CHORD 2-9=-609/1161, 8-9=-610/1156, 8-14=-345/720, 7-14=-345/720 WEBS 4.9=0/259, 4-8=-536/323, 5.8=-79/561, 5.7= 968/465 Scale .1:65.9 DEFL. in poc) Well Ud PLATES GRIP Ven(LL) -0.13 7-8 >999 240 MT20 244/190 Vert(fL) -0.32 7-8 >817 180 Horz(TL) 0.04 7 n/a rlla Weight: 134 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigld ceiling directly applied. WEBS 1 Row at midpt 6.7, 5.7 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=301t; 6=4511; L=40ft; eave=5ft: Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Ops1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 7=304, 2=130. 5) This truss design requires that a minimum of 7/16^ structural wood sheathing be applied directly to the top chord and 14^ gypsum sheetrock be applied directly to the bottom chord. Q WARNINQ • Verily dedgn peremetwe end READ NOTES ON rKIS AND INCLUDED Mf7EK REFERANCE PAGE M11.7473 rev. faO7Q0f5 BEFORE USE Design will for use only vAth 14Iek® connectors. Inls deslgl Is based only upon p3ra coolers sown. and Is la an rKnvKlud txddfrng component. not o Was system. Before use, to tx"rvj designer mwl verify the cp7p ilcabll fy oN closlgn pxxafnelefs and Ixopedy trnconpotato 111* design kilo the ovenall Ixdr9ng design. ®ackV IrxBcaled is to prevent Ixfciding of Irndh4cMd truss wob and/or chord memlxers only. Adclillof" temporary and permanent txocing M iTek* S always iog4ed Not slatlllty and to prevent collapse with toss911e personal tflfay and property damage. For general Quiclarnce regarding the KfticatkxL storage. dellvery. erection cxxl bracing of lnfssos crtd lnfss systems. soo-ANSV1P11 Quality CANda, OSB-89 and SCSI BuBQing Component 6204 Parke East Blvd. Safety IMormatlon avollatle from Irtas Plate Institute. 218 N. Lee Street. Sidle 312. AlexanWrkL VA 22314. Tampa. FL 33610 Job runs TfUSS Type oty ply Ttt506538 7' " " C2 Had HIP 2 1 Job Reference florist Amefkan ewaere Supply. Winter rteven, I'L ;x7Ww ID:P?I?ORARNiPrxtpt7fu9wSZIE50-zK=6ACkii%i;t 3lcnNfjERx4SX?OxMVaUph8z176d 1-0• 7•g•1 14-0.0 22-0-0 22 -0 0 7.8.1 6.2.IS 8-0-0 0 •0 3r4 US = 34 11 2x4 11 5x6 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 7=879/0.4-0, 2=942/0-4.0 Max Horz2=446(LC 10) Max Up11117=-304(LC 10). 2- 130(LC 10) Max Grav7=965(LC 15), 2=942(LC 1) Scale - 1:66.8 CSI. DEFL. in hoc) Well Ud PLATES GRIP TC 0.55 Ven(LL) -0.13 7.8 >999 240 MT20 244/190 BC 0.56 Ven(TL) -0.32 7-8 >817 180 WB 0.58 HOrz(TL) 0.04 7 rVa We Matrix-S) Weight: 134 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applied. WEBS 1 Row at midpt 6-7, 5-7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 630/0, 3-4=-1232/198, 4-5=-832/91 BOT CHORD 2-9=-609/1161, 8.9=•610/1156, 8.14_ 345(720, 7.14= 3451720 WEBS 4-9=0/259, 4-8_ 536/323, 5.8=-79/561, 5-7=-968/465 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph. TCDL=4.2ps1; BCDL=6.Opsf,. h=301t; B=45ft; L=40ft; eave=51t; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 7=304, 2=130. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 4" gypsum sheetrock be applied directly to the bottom chord. WARNING • Verily deogn p"mWort 4nd READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MA-Mn rev. faT MIS BEFORE USE. Design vcdkl for use orgy with Milek0 connectors. this design Is rased only upon fxxamelers shown. and Is for an lndlNchal 1xAdhlg component. not a hiss syslern. fleloto Lisa, the taAdhlg closlgnor must vodty the c411111Cablity of design fxxafnoleus and fxopody IncogaHato this design Into the ovorcdt txAUng design. Bracing InclWted Is to prevent b uctdhlg of UwBvkhxd truss web and/or chard members only. Ac"llonlat lemporary and pwmanent txachlg M iTek' Is sways fegJred for stability and to prevent collopse wilh possible personal Inlury and Ixoperty damage. For garoat guddarlce fegaidhlg the rarxkalbn. storage, dc4Nery, aroctlon and lxachlg of trusses and Inks systems seeANSI/IPI I Quality CAleda. OSS-89 and SCSI BulldIrV Component 6004 Parke East Blvd. Safety Information avolldlle from truss Rate Institute. 218 N. Lee Slfoel. Slue 312. Alexandilo. VA 22314. Tempo. FL 33610 Job Truss Truss Type Uty Tt1506540 739802 C3 Hall Hip 2 1 Job Reference(optional) 1 Ow AMencen Uutrrtete suPPb• wmrer Maven. t-r. aaeOU---1...w_._....._.....___.. __. ..._. ... ------.._-------- _- 10:P?I90RARNiPrxtpt7fu9w5zlE50-s587yYFFW K?7LCN3rdRbt4ef03uuLIg4Vg51 gvzl76Z 1-0 7.8.1 14-0.0 21.0-0 22.2 0 7.9.1 82.15 7-0.0 1.2-0 I 4x6 = 20 11 Scale. 1:64.9 6 7 3x6 11 20 11 Sx6 = 7x8 = LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.40 BC 0.59 WB 0.62 Matrix-S) DEFL. in Ven(LL) -0.12 Vert(fl-) -0.32 Horz(TL) 0.04 loc) Udefl Ud 8-9 >999 240 8-9 >826 180 8 Na We PLATES GRIP MT20 244/190 Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 WEBS 1 Row at midpt 6.8. 5-8 SLIDER Left 20 SP No.3 2-0.0 REACTIONS. (lb/size) 8=879/0-4-0, 2=942/0-4-0 Max Horz2=427(LC 10) Max Uplift8=-294(LC 10). 2=-140(LC 10) Max Grav8=953(LC 15), 2=942(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2-3_ 635/0, 3.4=-1237/227, 4.5=-831/114 BOT CHORD 2-10=-611/1164, 9-10=-612/1161, 9-15_ 335/708, 8.15=-335/708 WEBS 4-10=0/258, 4-9=553/336, 5-9=-90/570, 6-8=-333/311, 5-8=-922/424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30111; 8=451t; L=401t; eave=5ft; Cal. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at Joint(s) except 01=lb) 8=294, 2=140. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Vedly d*Wgn paremoren end READ NOTES ON THIS AND INCLUDED MI EK REPERANCE PAGE MD-7472 mv. tONYlOrS BEFORE USE. Design valid for use only w11h MI lele® conrwclors. bids design Is based only upon ptgarnefers Mown. and is for an Individual building component, not a muss syslom. Befao use. the building cluslgnot must verify the a"Alcalblilty, of design patanelon and poperly, incorporate Ih6 design Into the overall truss members only. Additional temporary cod permanent bracing MOWbuildingdesign. Brochg Inclk otecl Is to ixovonl buckling of Individual web aril/or chord is always loC$Led for slablilly and to rxevont cotlopso wllh possible personal k*ry and propecty damage. For general guidance regarding the Kdxlcallon, storage, dotNery. erection aria bracing of trusses and tnrss SYSlornl seeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Bid. Safety Irdormallon avallatxe aom truss Plato knsOMe. 218 N. Lee Street. Sato 312. Alexandria. VA 22314. Tampa. FL 33610 runs rasa ype ry T11506S41 739802 C4 Hall Hip 2 1 Job Reference (optional) C•. I..n 1. 11 00- 11 • I P... I Amman nu mere auppry. mnwr Woven, rs. ,aa.ov - - ---- - -- IO:P?I90RARNiPnnpt71u9w5zIE50-KHN9uG(He7_zMyFOKzg019gCTE94C8EjUraMMz 176Y 1-0-q 7.9.2 14-0-0 20-0-0 , 22.2-0 , t1.0 7.9-2 6.2.14 8-0-0 2.2-0 4x4 = 20 II Scale . 1:62.1 IV o 34 11 2x4 II Sx6 = 7x8 LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip OOL . 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 CSI. TC 0.40 BC 0.58 WB 0.61 Matrix-S) DEFL. In Ven(LL) -0.12 Ven(TL) -0.32 Horz(TL) 0.04 Qoc) Well Ud 8-9 >999 240 8.9 >829 180 8 rVa n/a PLATES GRIP MT20 244/190 Weight: 147 lb FT = 20°16 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied, except end venicais. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8, 6.8, 5-8 SLIDER Left 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 8=879/0-4-0, 2=942/0-4-0 Max Horz 2=408(LC 10) Max UpIIft8— 285(LC 10), 2=-149(LC 10) Max Grav8=944(LC 15), 2=942(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-637/0, 3-4=-1240/252, 4.5=-831/136 BOT CHORD 2.10=•609/1165, 9-10=-610/1161, 9-15=-328/702, 8-15=-3287702 WEBS 4.10=0/258, 4-9— 562/342, 5.9=-94/575, 5-8=-895/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t; B=45ft; L=401111; eave=51t; Cat. If: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS lot 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 100lb uplift at joint(s) except Qt=lb) 8=285. 2= 149 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNWG • Verity dadpn panmetere end READ NOTES ON THIS AND INCLUDED AMEX REFERANCE PAGE M&?4n rev. 8662 016 BEFORE USE Design valld tot use orgy wllh Mlleki) conrwclors. Bfls design is Ixssed orgy upon paramotess shown. and B for an Individual txtlNng component, rat a urns system. Befoto uso. the IxAkling doslgnar must vodfy the alxpIca tAlty of design Ixaarnetoa <and IxOpelly hcarwnato M design tnto the ovola0 txBding design. BroCN indicated Is to proven) buckling of Individual truss web arid/or chord manbers orgy. Additional temporary and permanent txacung MiTek' is always recplted for stability and to rxovenl collapse with posA)le personal Injury and Ixopeny damage. For geratal guidance rogdndng Ira to ixlottlon, sloago. dcdNory, erection anal txdtcl ng of trusses and miss syskxns. seeANSI/1PI I CuaBM Cdteda, OSS-69 and SCSI SuShcng Component 6904 Parka East Blvd. Solely Irdmnallon av<Babe Isom truss Plate Institute. 218 N. lee Street. Stlto 312. Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type T11506542 739M CS Hap Hip 2 1 Job Relererlce (optional) AMOMAn emgere 5uppry, waxer Hevan, rL SAnty .. ...,,................................._...._. .. __ — __. ID:P9140RARNtPrxtpt71u9w5zlE50-oTJW DGV2yf raWWSy1 U3yVhzctclpg7Ny8a8vozl76X it 0-0 54i•2 &7 B 1 f •7.7 19_-0-0 22.2-0 1-04 5 9.2 FIVE 3-0-0 7-4-93 2-0 ' I b 5x8 = 20 II 4x4 11 4x4 = 20 II 20 11 3x4 = SX6 = LOADING (pst) SPACING- 2.0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP NO.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2.0-0 REACTIONS. (lb/size) 9=878/0-4-0, 2=941/0.4.0 Max Harz2=389(LC 10) Max Uplift9=-277(LC 10), 2=-159(LC 10) Seals - 1:60 4 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TC 0.55 Ven(LL)-0.1310.11 999 240 MT20 244/190 BC 0.50 Ven(TL)-0.3610-11 728 180 WB 0.57 Horz(TL) 0.12 9 n/a We Matrix-S) Weight: 178 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-9, 7-12, 7-9 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-514/0, 3-4=-1366/302, 4-5= 2054/766, 5-6=-1343/459, 6-7=-1445/652 BOT CHORD 2.15=-652/1173, 12.13=-962/1807, 9.10=-124/260 WEBS 5.13=-369/736, 6.12_ 400/363, 4.15— 827/545, 13-15=-834/1491, 4.13= 313/656, 5-12=-785/398, 7-12=-778/1379, 7-10=0/257, 7.9_ 886/423 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10: VUlt=140mph (3•second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf: h=3011; B=45ft: L=40ft; eave=5ft: Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) except Qt=lb) 9=277, 2=159. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and VV gypsum sheetrock be applied directly to the bottom chord. WARNING • Verify design parameters and READ NOTES ON FM AND INCLUDED M/7EX REFERANCE PAGE MD•7472 rev. M03,2015 BEFORE USE Design valld for use ordy vim Ml lekll connectots. miss design is based ordy upon rolarnetdxs shovm, and is for an Indivi kxl buldfrng component. not wtahumsystem. Wrote use, the building designer must verity the 0WIcablity, of design pxia nolors O nd properly I ncorloiate this design Into the overdl Iridfrng design. Braclrng Indicated Is to prevent buckling or IndMdud truss web and/or chord members only. Addition! temporary and permanent bating MiTe k' is always relc}Led for stabilly and to pxevent concise with possible personal "and Ixopony damage. For general Guidance tegadIng the klrlcafkrL stadlgo, d1elfvery. erection and bracfrng of trusses and truss systems seeANSI/TPII CuaeN Criteria. OSO-89 and SCSI Building Component 6904 Paike East Blvd. safety Information available from teas Plate Insilute. 218 N. Lee Street. SJIe 312. Alexandria. VA 22314. Tempo, FL 33610 Job Truss Truss TWe oty ply 1 T1t506543 739602 C6 Hat Hp 2 1 Job Reference(optional) Amerrtam Buildefe supply. wrmhaf Maven. FL SJV5V . .._.....y.- ID:P?I?ORARNiPrxtpt7tuMz1E50•oTJ W DGV2yFraW W Syt U3yVhOvtXGpdhNy8a8voz t 76X 0-ra 6.2-0 it•10.14 t8-0-0rl , 22.24 tZ0 6.2-0 5.8.14 6.1.2 ' 4.24 4x4 = 3x4 = Scale . 1:55.9 3x6 11 3x4 = 3x4 = 3x10 = 3x6 11 5 it 1&0-0 22.2-08-0- 4.2.0 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.33 BC 0.78 WB 0.72 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 8=879/0-4-0, 2=942/0-4-0 Max Horz2=370(LC 10) Max Uplift8=-268(LC 10), 2=-166(LC 10) Max Grav8=968(LC 15). 2=943(LC 15) DEFL. in (loc) Well L/d Vert( LL) -0.25 9-11 >999 240 Ven( TL) -0.55 9-11 >484 180 Horz( TL) 0.03 8 We n1a PLATES GRIP MT20 244/190 Weight: 144 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applied. WEBS 1 Row at midpt 7-8, 5-9, 6.9 FORCES. '( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-634/0, 3-4=-1400/327, 4-5=-1259/309, 5.6=-464/100, 6.7=-357/146, 7-8=-939/404 BOT CHORD 2.11- 649/1265, 11.16=-429/849, 10-16=-429/849, 10.17_ 429/849, 9.17=-429/849 WEBS 4-11=-281/273, 5-11- 132/547, 5-9=•697/399, 7-9=-378/930 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10: VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=3011; 13=45ft: L=40ft: eave=sit; Cat. If. Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 = 1 O.Opsl. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=268, 2= 166. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNWO. Verily, dedgn parameter, and READ NOTES ON THIS AND INCLUDED AIrrEK REFERANCE PAGE MIF7473 rev. I&VSMIS BEFORE USE Design valid for utw only wlln HleM connoctors. Ihls design IS based only upon rxianeters shown. and Is for do Individual buldlrld component, rat a Was system Before use, the bxdtdng caslgnor must verify the cgKxlcabli fy of design Ixuanolers and lxolx;rly klcalorate this design Into the overall building design gracing Indicated Is to prevent bucatng or Individual truss web and/or chord members only. Add illonal temporary and permanent bracing MiTek' is arways re"od for stobtlity, and to Ixevont collapse Win ro=Lle I>rsonal"and popery damage. Fef general guidance legadtng to fcrlxlCalbn storage. delivery, erection and bracing of times dnd truss systems, se0ANSI/IPI I Quality CdhaAo. DSS-69 and SCSI Sutdlny Component 6904 Parke East Blvd. Safety Information available Item Ituas Rate thsllrtro. 218 N. Lee Street. Suite 312. Aloxandtla. VA 22314. Tampa. FL 33610 Job rU55 fU56 I ype V17 ply T11506544 739802 C7 Hafr Hip 2 t i Job Reference (optional) nrnat"A Builder$ Supply. winter Haven. 1-1. 335OU 7.64w -W.... .o ...a ... .4 o. __.. . _v_ . ID:P?1?ORARNiPrxtpi7tuMzl ESO-GgsFaZH7pFNtCg5eW I?IViEBaHvUY43xBoKhREz 176W 14-0 6-22 11-10-15 1740 22.2.0 8-2.0 5-8-IS 5-14 S 2-0 AI d 4x4 = 3x4 = Scale - 1:63.1 34 II 30 = 30 = 3x8 = 34 It LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.34 BC 0.66 WB 0.71 Matrix-S) DEFL. in Veri(LL) -0.17 Ven(TL) -0.37 HOIz(TL) 0.03 loc) Well L/d 9-11 >999 240 9-11 >721 ISO 8 rVa We PLATES GRIP MT20 244/190 Weight: 142 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 7-8. 5-9. 6.9 SLIDER Left 2x4 SP No.3 2.0.0 REACTIONS. (lb/size) 8=879/0-4-0, 2=942/0-4.0 Max Horz 2=351(LC 10) Max Uplifts= 260(LC 10). 2- 174(LC 10) Max GravS=967(LC 15), 2=942(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-674/0, 3-4=-1389/351, 4-5- 1246/331, 5-6=-538/149, 6-7=-433/180, 7.8= 893/406 BOT CHORD 2.11- 645/1254, 11.16= 416/837, 10.16_ 416/837, 10.17= 416/637, 9-17= 416/837 WEBS 4-11=-293/279, 5-11- 145/530, 5-9- 632/365, 7-9= 368/867 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=301t: 8=45ft; L=40ft; eave=511; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=260, 2=174. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNING - Vodt dedyn parameters and READ NOTES ON THIS AND INCLUDED MMSK REFERANCE PAGE A07472 rov. 10AXI 1016 BEFORE USE Design vald la use only alth Iv01ek® conrectors. 0* design S based orgy upon r"ateters si awn, and Is for an Individual building component. no, a tarns system. Before use. the txOdng designer must verify the aplllcalAIy of design pcvamelen and Ixoperly hcognlalo Ib6 design Into the over,, txedkng design. Bracing indicated Is to prevent buckling of Individual truss web arld/or triad members only. Additional temporary and permanent bracingng MOW a,w/ays ieaplrod for statAlty and to prevent coltgno wtth possItAe personal lyuy and rxopony damage• for general guidance regarding the latodcalkxn, storage, delivery, erection and bracing of fames and lam systems. soeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avd,dle from trim Plate Institute. 21e N. toe Street. Suite 312. Alexandria. VA 22314. Tampa. Fl. 33610 russ Truss Type Qty Fly T11506545 739802 Ce Roof Special 2 1 Job Reference(optionsl n - .- •e nn,c T-t. I..w...,.:.. I"•. [•: L.n oa t t •90•'te Ohl Pnnn 1 nrrtertcen ouimers auppry. ID:P?I?ORARNrPrxtpt7tuMZIE50•ksOeovlmaZVZgggq4S W X2wnN?gFMHdhgOS3Ezhz t 76V 10 6.2-0 It•t0.15 17-4-0 18.8-0 22.2-0 1-0-0 6.2.0 5-8-15 5-5-1 1.4-0 3$0 40 = 2x4 II 4x4 30 3x6 II 30 = 30 = 3x8 = 20 11 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.30 BC 0.68 WB 0.37 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0.0 REACTIONS. (lb/size) 10=879/0.4-0, 2=942/0-4-0 Max Horz2=332(LC 10) Max Upliftl0=-253(LC 10), 2- 181(LC 10) Max Grav 10=887(LC 15), 2=942(LC 1) DEFL. in Ven(LL) -0.20 Ven(rL) -0.40 Horz(TL) 0.03 poc) Udell Ud PLATES 11-13 >999 240 MT20 11.13 >656 180 10 n/a We GRIP 244/190 Scale - 1:57.6 Weight: 144 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end venicals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-10, 5-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/0, 3.4_ 1373/371, 4-5-1231/352, 5-6=-506/167, 6.7- 421/171, 7-8-425/172, 8-10=-880/400 BOT CHORD 2-13=-638/1246, 13.18=-413/829, 12-18- 413(829, 12.19=-413/829, 11.19=-413/829 WEBS 4-13=-290/276, 5-13=-1401536, 5.11=44W373, 8.11=-294/707 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCOL=4.2psf; BCDL=6.Opsf; h=30ft: B=45111: L=4011; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) 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 = 1O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )olnt(s) except Qt=lb) 10=253, 2=181. 7) This truss design requires that a minimum of 7/1 W structural wood sheathing be applied directly to the top chord and Va" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical punin representation does not depict the size or the orientation of the punin along the top and/or bottom chord. Q WARNING • Verily deOgn parrmetom end READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MB•7473 rev. 1d0320IS BEFORE USE Desl fp1 valld lot use only w11h Mllek®Conrwclors. Ms ckmlgn B Iwsocl only upon pwameters shown. and Is for On Indluldual IxAdlnd Component, nol a hum system. Boforo use. the Ixlldng doslguol must verily trio oplAlcal1111y of dL-JW Ixuarneters andIxoporly Incapomto this design Into She ovetitil lxAding ctoslgn Wachg Indicated Is to prevonl burCMing of IrKIMCkral Inm web and/or chord members only. Additional temporary and perrnanonl Ixacing M iTek' is always tocluired for slatAlly and to pxevent collapse wtlh possBxo personal IMay and pxop arty damago. For general guidance regadng Me lalxicallon. slotoge, delivery. oroelkxn and brackV of tnmas and Inlet systems SO"NSVIPI I GuaIIN Criteria, DSB-89 and SCSI Building Component 6904 Parke East Bind. Safety Information avalk" o noon Irum Plato nulllute. 218 N. too Street. Suite 312. Alexondriu. VA 22314. Tampa. FL 3360 Job ruse Truss Type oty ply Tff508646 739802 co Hall Hip 2 1 Job Reference lanai Amartt:an aataera guppy. wmur naven, rL loser ...-......r.......... ......... ...__....._. ..._.... __.. .. __ _. .. . ID:P7I?ORARNIPrxtpt7fu9w5zIE50-ksOeovlmaZVZgggq4SWi&;n c'gHeHb_gOS3,Ezhz176V f -0-0 7.9.1 1S-0-0 22.2-0 f-04 7-9.1 7.2.15 7.2-0 II 5x8 30 11 Scale: 1/4'.I' 3x6 II 2x4 11 3x4 = 3x4 = SX6 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 SLIDER Left 2x4 SP No.3 2-0.0 REACTIONS. (lb/size) 7=879/0-4-0, 2=942/0-4-0 Max Horz 2=313(LC 10) Max Upllft7=-246(LC 10), 2=-188(LC 10) Max Grav7=905(LC 15), 2=942(LC 1) CSI. DEFL. in Qoc) Well Ud PLATES GRIP TC 0.51 V@n(LL) -0.08 7-8 >999 240 MT20 244/190 BC 0.53 Ven(rL) -0.17 7.8 >999 180 WS 0.48 Horz(TL) 0.04 7 Na n/a Matrix-S) Weight: 129 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6.7. 4.8. 5.7 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-607/0, 3-4=-1253/350, 4.5=-735/208 BOT CHORD 2.10=-575/1147, 9-10=-577/1143, 8-9=-577/1143, 8-15=-257/605, 7-15=-257/605 WEBS 4-10=0/298, 4.8=-641/374, 5-8=-90/562, 5.7=-880/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=451t; L=4011; eave=5f1; Cat. II; Exp B; Encl., GCp1=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Jolnt(s) except Qt=lb) 7=246, 2=188. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNING • Varlly design paramatom and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE US-707 rev. 16030201S BEFORE USE. Design valid for use only w8h MI lei® connectors. limb design Is based only upon rxiamelers shown. and is lot an hdMdul txlldng canixxenl, not a huss system. Before use, the tx/ldhg designer must verily the c44%cabllty of design natamelers and ptopetly Incotperate tins design into the overall bu haling design. Bracing IrWlcated h to rxovont lxtcang of In ivid ul trim web aril/err Chord members only. Additional temporary and permanent tracing M iTek' is always required lot stability and to Ixevenl coUgm wilh possible personal iM+y and Ixoperty danago. Fot general Guidance regading M to ricallom storage. da4Nefy, election and txarchng of misses and in= systems. SWANSI/1PI I Cua9N Crlt*ft. OSS-89 and 41C510umng Component 6904 Parke East 81W. Safety Information avcAable from Russ Rate Institute. 218 N. Lee Sheol. Sidle 312. Alexa ciflo. VA 22314. Tarrpa, FL 33610 Job Truss Truss Type Oty ply TiiSO6547 739602 C10 Root Special 2 t I Job Reference bona AnvIncan tfutloare aWPN• winter maven, m rmau ,.., ,.. , ... __.. __ ...--' •- --' - - -- 10: P')I?ORARNiPrxtpt7fu9w5zlE50•hzOzen6L6ychW W I yhplOxmfmCeAYHn9Tzdxyx2z 7 76k 17.4.0 141.0 74.2 14" 154-0 16615 2e44 , 2244 re,o 74.2 62•U 14-0 1-0-0 -I i•4.0 144 a7.1 Scale . 1:59.7 4x4 = 20 11 34 II 3x4 = 20 II 20 11 3x4 17.2.4 74.2 144-0 1 • 1a•e•16 , 20id •24 74.2 6.2.14 14-0 144 1612 Plate onsets (x Y)-- 2.0-3-1 0.1.91 (4.0.3-0 0.3.Ot (13:0-2-0 0-3.Ot t14.0-2-8 0.1.12) LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in Ioc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.07 17-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Ven(TL) -0.18 17.20 >999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 10 rVa Na BCDL 10.0 Code FBC2014/TP12007 Matrix-S) Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 9.10 SLIDER Left 20 SP No.3 2-0-0 JOINTS 1 Brace at JI(s): 13, 14 REACTIONS. (lb/size) 10=912/0.4-0, 2=957/0-4.0 Max Horz 2=294(LC 10) Max Uplifl10=-220(1-C 10). 2=-186(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-629/0, 3.4_ 1274/354, 4-5=-1132/380, 5-6=-6lW76, 6.7_ 576/256, 7-8=-577/238, 8-10=-861/366 BOT CHORD 2-17- 552/1140, 13.14=-400/936 WEBS 4.17_ 240/256, 14.17- 587/1204, 5.14_ 183/628, 6.13=-65/322, 5.13- 804/374, 8-13=-269/682 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opst; h=3011; 8=45ft; L=40ft; eave=511; Cat. II; Exp 8: Encl.. GCpi=0.18; MWFRS (directional) and C-C Exledor(2) zone;C-C for members and lorces 8 MWFRS (or 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 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 10=220, 2=186. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Q WARNING • Verily dedpn paramdem and READ NOTES ON THIS AND INCLUDED MIIEN REFERANCE PAGE MIF7473 rev. fGGWOIS BEFORE USE De$W valid lot use only vAlh Ml leleS Connoclors. IN= de*p k fxaed oNy upon Ixaametem 9VX-n and fs lot an Individual txddbV Component. not a frua system. Before use, Iho Ixalcling clesignot must veAty the appllcabllly of deslpn paornelefs and Ixopedy Incoff"ale mh design Into the OVOIdi building design. Baca ng InWCaled is to Ixovont txfcakng of kndNkluctl Inns web and/or chord mambas only. Additional temporary and pxslmanent lxadng M iTek' b always recRlrod for stability and to pxovont edlgno with p Ixnsona IMay and Ixopedy damage. for genrxal guidance regarding the fapxbalbn, storage. deiNss ery, erection and txachng of Inos and In=systems soctANSU"I'MI Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety = motion avallatxe from truss Plato Ins9M0. 218 N. Lee Street. Suite 312. Aloxarxldo. VA 22314. Tampa, FL 33610 Job russ Truss Type ty Job T11506S48 739802 C1 t Halt Hp 2 Reference tional 7 PAmericanBuildersSupply. Winter Haven. FL 33890 7.640 a Apr 19 2016 thtak Indusurss. Inc. Ftr Jun — 11:29.20 201 age 1 ID:P?I?ORARNIPnctpt7fu9w5zIE50.9AaLs77_tGkY8gc8FWGFTzCtk 1 RVOGmcCGgVTVz 176i 1-0-0 7.9.1 13-0-0 17.7-0 22.2-0 1-0-0 7.9.1 5.3-0 4.7-0 4.7-0 4x4 = Scale - 1:44 5 30 = 2x4 II 5 16 6 7 3x6 II 20 II 30 = 3x8 = 04 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 8=879/0.4-0, 2=942/0-4.0 Max Horz2=275(LC 10) Max Uplift8=-233(LC 10), 2=-201(LC 10) Max GreV8=901(LC 15), 2=942(LC 1) CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TC 0.67 Vert(LL) -0.23 8-9 >999 240 MT20 244/190 BC 0.78 Vert(TL) -0.50 8-9 >526 ISO WB 0.46 Horz(TL) 0.04 8 Na Na Matrix-S) Weight: 132 lb FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applied. WEBS 1 Row at midpt 6-8 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-660/0, 3-4=-1239/380, 4-5— 869/282, 5-16=-725/295, 6.16=-725/295 BOT CHORD 2-11=-550/1116, 10-1 l= 550/1116, 9-10=-550/1116, 9-17=-207/455, 17-18=-207/455, 8-18=-207/455 WEBS 4-9=-521/324, 6-9=-161/499, 6-8=-810/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=301t; B=45ft; L=40f1; eave=51t; Cat. II; Exp B; Encl.. GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 100 lb uplift at joint(s) except Qt=lb) 8=233, 2=201. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. Q WARNING- vadry design paansraa and READ NOTES ON rNIS AND INCLUDED MrrEK REFERANCE PAGE M11.702 mv. 14WMIS BEFORE USE Design vdkt lot use orgy wllh Mllok® conneclors. Ms design is posed only upon parameters stwvn. and Is for an 1nc11vlclucid bulding eornl>onont, not o Inns system. Before use. the building designed meal verify the at)rAlcaltllly, of design lwramotels and Imolxxly IncoO>oroto this design into the over,, Ixgdng design. Bracing lndlcated Is to rxevenl buckling of IndNktual trim wet) and/or chord momt>ots orgy. Addtkrwl lemporctry and peanclnonl txocing MiTek' Is always regrlred tot slal>lllly and to prevent collatne Win Ix>ss0>W personal Injury and Ixopeny dancW. For general guidance ragardlng the kgxlcotlon, sloroge, delivery. orocflon ancd Lxacing of trusses clnd Inm systems. seeANSI/IPI t Quality Criledo, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avolluMe from kuss Rate Institute. 218 N. Leo Slroet. Sulto 312, Aloxondda. VA 22314. Tampa. FL 33610 Job Cuss Truss Type oty ply T11506549 739802 C12 HQ 2 t Job Reference Gonad AM60Can OVINOFS JePPIY• n 61 seven, ID:P714ORARNIPrxlpt7fu9w5zlE50-dM8j3T8ceZsPmgBKpEnUOBkl sRpllmSmOwO2Oxz176i 17-eo lo-0 e•24 I1.10•ts 17-0.0 M4,0. 22.2-0 too ego sets s•14 0140' .a0 Oro Seats . 1:56.8 4xe = 3x4 = 3x4 = 3x6 = 2x4 3x6 II 17.so a-612 17-0-0 17.4,0t 24.2-0 6612 e$3 OV0' 4_00 Plate Offsets (X Y)- 12.0.3-1 0-1 51 (4.0-3-0 0.3.01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ven(LL) -0.20 9.11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 V@rt('TL) -0.40 9-11 >655 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.03 8 n/a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix-S) Weight: 137 lb FT = 20% LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 WEBS 1 Row at midpt 5-9 SLIDER Left 2x4 SP No.3 2.0-0 REACTIONS. (Ib/size) 2=942/0-4-0.8=879/0-4-0 Max Horz 2=268(LC 10) Max Uplilt2=-203(LC 10), 8=-231(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-667/5, 3.4-1359/431, 4-5=-1217/412, 5-6=-505/229, 6.7-487/228, 7-8- 853/381 BOT CHORD 2-11=-607/1247, 11-16=-384/829, 10-16=-384/829, 10-17=-384/829, 9-17=-384/829 WEBS 4.11=-290 273, 5.11-137/537, 5.9-645/365, 7-9=-244/707 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10'. VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=301t; B=45ft; L=40ft; eave=5111; Cat. 11; Exp B-. Encl.. GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.0ps1 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, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 0I=1b) 2=203, 8=231. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING. Verily design PonaWws and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PACE MD-7473 rev. 1(102W 16 BEFORE USE Design vdkd for use ordy with MIfdA convectors. Ms design Is based only upon pXianelers shoviM and IS for an Indlvick" building component. not lcetA1ly of design xanotors and prop erty trncapot010 II16 design Into the oveldlotruss, system. Before use. pine txlkko designer must verity the ap)Ipx ding design. Bracing Indicated Is to Ixevent buckling of frv9vk]ud truss web and/or chord members orgy. Add illond tempotay and Permanent txactng M iTek' Is dways tocµlted lot stability are to prevent collatxse with posslNe penal fryury and pxopony danage. For gonotal guidance regarding the fcttxicallm storage, delivery, erection oxf txacting of Intsses cord Inrss systems, sasANS1/1PI I Quality Criteria, OSS-89 and SCSI Bu84Ulg Component 904 Parke East Blvd. Safety Information ovdlable from truss Plate institute. 218 N. Lee Street. Suite 312. Alexaxlno. VA 22314. Tanpa, FL 33610 Job I cuss Truss Type oty ply T1t508550 739802 C 13 Halt Hip 2 1 Job Reference(optionallif American Builders Supply. winter Haven. FL =30 7.640 6 Afi .•.v,. M"Gn,A-U„ . I0:P7I?ORARNIPrx t71u9w5z1E50•dM8p3T8ceZsPmgBKpEnU08k4ARq71kPmQvr020xzt 761 7-9.1 11-0-0 16.5.4 22.2-0 100 7.9.1 3.2.16 5-6-4 5.8.12 5x6 = 16 2x4 II Scale . 1:39.7 30 = axe II 30 = 3x4 3x8 = 20 II LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 2-0-0 REACTIONS. (lb/size) 8=879/0.4-0, 2=942/0-4-0 Max Horz2=237(LC 10) Max Uplift8- 222(LC 10), 2=-212(LC 10) CSI. DEFL. in poc) I/dell L/d PLATES GRIP TC 0.56 Vert(LL) -0.16 9.11 >999 240 MT20 244/190 BC 0.63 Ven(fL) -0.35 9-11 >744 180 WB 0.44 HOTz(fL) 0.03 8 n/a We Matrix-S) Weight: 128lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-548/0, 3-4-1259/387, 4-5=-1336/550, 5-16- 673/252, 6-16=-673/252, 6.7=-673/252, 7.8=-836/347 BOT CHORD 2-11=-506/1152, 11-17=-364/832, 17-18=-364/832, 10.18= 364/832, 9-10=-364/832 WEBS 4-11-344/336. 6-9=-382/242, 7-9=-357/958, 5-11=-292/662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Ops1; h=30f1; 8=45ft; L=401t: eave=5ft; Cat. II: Exp B; Encl., GCpi=0.IS: MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100lb uplift at joint(s) except 01=1b) 8=222, 2=212. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14n gypsum sheetrock be applied directly to the bottom chord. 0 WARNING - Vedy detalyn pan aware and READ NOTES ON iN19 AND INCLUDED AMK REFERANCE PAGE MI.7,17J rev. i9A =)$ BEFORE USE Design v<ltd for use only Win MllekO connectors. ills design is lased only upon parameters shown. and Is tot an htlMckal building component. not a truss system. Belote me. the building designee mtal verify the dybpacalbllty, of design parameters and Irop etiy lncogotato this doslgn into the ovetall building design. Bracing Indicated Is to prevent buckling of Indlivldtxl truss wob and/oil chord members only. Additional lemrordry and permanent tracing WOW is always rogAod fa stability and to prevent collapse w$h possible personal k#sy and property dan000. For general gtldance tegadng Ino lobilcoll ix storage. Uerlvery. erection cnd b cooing of trusses and truss system& soc-ANSI/TPI I Quality Criteria. OS$-$9 and $CSI Building Component 6904 Pack& East Blvd. Safety Information available from trim Rate institute. 218 N. Lee Street. Saito 312. Alexandra. a. VA 22314. Tampa, FL 33610 Job cuss Type N ply T1150855t 739802 ITrussC14Hip 2 1 Job Reference (optional) American Builders Supply. winter Maven. FL 33400 7.640 s Ap. a cv.. ..,,, v..A.... ...... ...... ...v. . ID:P?I?ORARNiPrxlpt7fu9w5zIE50-5Yi5Gp9EPt?GN_mXNxIIYOHGdrBmU2Dvfa9cYNz 176h t-0-0 7.9.1 15-0-0 19.8.0 22.2-0 1.0-0 7.9.1 7-2.15 4-" 24-0 4x6 = 5x6 = Scale . 1:49.1 A M1f0 11 a is 3x6 II 2x4 11 3x4 3xB = 40 = LOADING(psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.45 BC 0.54 WS 0.98 Maldx-S) DEFL. in Ven(LL) -0.10 Ven(TL) -0.19 Horz(rL) 0.04 loc) Udell Ud 8-9 >999 240 8-9 >999 180 8 n/a Na PLATES GRIP MT20 244/190 Weight: 138111 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4.9 SLIDER Left 20 SP No.3 2-0-0 REACTIONS. (lb/size) 2=942/0-4-0, 8=879/0-4.0 Max Horz 2=268(LC 10) Max Upllfl2- 203(LC 10). 8_ 231(LC 10) Max Grav2=942(LC 1), 8=890(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-610/0, 3-4_ 1256/392, 4.5=-728/248, 5-6=•556/287 BOT CHORD 2-11=-554/1131, 10.11=-556/1127, 9-10=-556/1127 WEBS 4.11=OM7, 4-9=-654/378, 6-9= 257/673, 6.8_ 791/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=3011; 8=45ft; L=401t; eave=5ft: Cal. 11; Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at=lb) 2=203, 8=231. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and VV gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Verify design paremotwe and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE M1167472 rev. 1410=016 BEFORE USE. Do9W valid for use only vAm 1v9100 connectors. Bus design is based only upon parameters shown. and Is tot an WlvlWat building canponent, not a tnrss system. Befoto use. Iho buildho designer must verily the a{x>flcaltlity, of doslgn parameters and pxopwly hcaporate this design Into the overall bidding design. Bracing Indicated is to prevent budding of Individual Truss web and/or chord members only Additionaltemporary and permanent txacIt* WOW Is always regnhed lot stability and to revent codapso with posaAe personal k*jry and properly damage. For general guddanco togaaMO the 6904 Parka East Blvd. fatxlcatkxL storage. dollvery. erection arKI bracing of truces and truss systems seoANS1/pPl I Quality Criteria, OSS-89 and SCSI Building Component Tartpo. FL 33610SafetyInfarmallonovallatxeIantrussPlateIrstlMe. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Job rush Truss Type tY T115o6552 739602 CIs Roof Special 2 1 Job Reference tional 1.. C,. ,. 1. 11 00 " N 17 P. . / Anrer,Cen GY110ere Sappy. yr 10F maven, rL- ID:P?I?0RARNiPrltlpt7fu9w5zl E50•SYSGp9EPt9GN_mXNxljYOHJSrDaU5Nfa9cYNz 176h 1-00, 5.9-0 11.1-0 13.2-0 17.6.4 22.20 1-0-0 5-3-IS ' 2.1-0 d•44 4.7.12 Scale . 1:42.0 4x4 = 4x4 II 23K4 11 5x6 = 3x4 = 3x4 = LOADING(psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FSC2014/TPI2007 CSI. TC 0.27 BC 0.42 WB 0.82 Matrix-S) DEFL. In poc) I/dell Ud Vert(LL) -0.05 10-11 >999 240 Ven(TL) -0.14 10.11 >999 180 Horz(TL) 0.04 9 IVA r a PLATES GRIP MT20 244/190 Weight: 134 lb FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied. WEBS 20 SP No.3 SLIDER Left 20 SP No.3 2-0-0 REACTIONS. (lb/size) 9=879/0.4.0, 2=942/0.4-0 Max Horz 2=199(LC 10) Max Uplift9=-213(LC 10), 2- 221(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-517/71, 3-4= 13831458, 4-5= 1019/372, 5-6= 955/393, 6.17_ 682/251, 7-17=-682/251 BOT CHORD 2-12=-548/1190, 11.12_ 548/1190, 10-11=-382J952, 9.10=-251/682 WEBS 4.11_ 425/249, 5-11 =-169/587,6-11=-306/121, 6.10_ 405/198, 7-10=-72/448, 7-9=-989/363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCOtr4.2psf; BCDL=6.0ps1; h=301t; 0=45ft; L=40ft; eave=51t; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=213. 2=221. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING • Vad* doerpn peremerere and READ NOTES ON THIS AND INCLUDED MrrEN REFERANCE PAGE MA-7473 rov. 14W/2016 BEFORE USE Design valid for use ofty wllh WOW connectors. "Vs design Is txwd oNy ul•'on parameters stxwm. and Is for an MMUual "ding component, not a hem system. Before use. the I%Balng designer must verify the applkablily of design paometers avid Ixopeny ncorpoiato Mb deslgn Into lho overallAdditionaltemporaryandIxlrnxn111trax;ng M iTek' txadng design. Brocng trwicaled h to prevent rxrCxllng of WKnvkW Ism web and/or crard members only. Is always mguired lot slatAlly and to prevent coltfhse vAth posble personal "xy and txCpeny damage. For general guldafce regaraalg the falWatbn, storage. delivery, ofoction and txacng of trusses and Ism systems. soeANSI/Ml I Quality criteria, OSS-69 and SCSI 6u11dlrV Component 6904 Parke East Blvd. Safely Irdonnarlon uvcllatAo from truss Plate Institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tarrpo. FL 33610 Job russ russ ype hpry T11506553 739802 C18 Hip 2 t J:R:.far.:.0 00a C.. 1 , .ea M - Dnnn l AIRSHCon tdmlaars SUPPIY. winter raven, rr..7saw-- - _ -- -- -- - __ ID:P1I10RARNiPrxtpt7fu9w5z1E50-7JGUU89sAS7617Kiwfpy5cg6&§6DdX3uEv94pz 176g 14- 0 7.9.1 13-0-0 17.7-0 211-0 22.2e 10- 0 7.9•t 5.3-0 4.7-0 4•f.0 6-0 6x6 = 30 = 2x4 II 3x6 II 2x4 II 30 = 3x8 = 4x4 = 7. 9.1 13-0-0 22.2.0 za_. 5.3-0 9.2-0 _ Scale . 1:44.5 Plate Offsets (X Y) 12.0.3-1 0.1-51 15.0.3-0 0.2.71 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) 0.22 8-9 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Ven(TL) 0.49 8-9 535 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 HOrz(TL) 0.04 8 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 138 lb FT = 20°b LUMBER - TOP CHORD 20 SP No.2 *Except' 5- 7: 2x6 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 SLIDER Left 2x4 SP No.3 2.0.0 REACTIONS. ( lb/size) 2=942/0-4-0, 8=879/0-4-0 Max Horz 2=272(LC 10) Max Upl1112=-202(LC 10), 8=-232(LC 10) Max Grav2=942(LC 1), 8=898(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6.8 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-660/0, 3.4=-1239/382, 4.5=-868/285, 5-16=-724/297, 6.16=•727/296 BOT CHORD 2-11=-548/1115, 10.11=.548/1115, 9-10- 548/1115, 9-17=-209/459, 17-18=-209/459, 8- 18=-209/459 WEBS 4.9=-518/321, 6.9- 158/490, 6-8- 813/391 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=6.0psf; h=30ft; B=45ft; L=40ft: eave=51t: Cat. II; Exp B: Encl., GCpi=0.16; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ut=lb) 2=202, 8= 232. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNWO • VeA/y dealpn pwantalora and READ NOTES ON THIS ANO INCLUOEO WTEK REFERANCE PAGE MB-7473 rov. 16=015 BEFORE USE Deslpi valid for use only wtm MIIc4dliconnectors 111% deslon Is bCrsW only upon 1.aatneters shown. Oral Is fa an kidlvkhgl IxAdkig componenl. not a trim syslwn. Beloto tao. Iho txlkfing doslonot mtrst verify tho apfxkvobBty of doslpn Ixaanoters and ixolxnly Incorl"ato This closign Ingo the overall buss chord mernbers only. Addilloncs lorn"ary and polmaient twr-Ir g M iTek' btAc#W desgn. Ikackw Incflcaled Is to Wovent lxtctriing of lrx8vkdtKd wob ancd/or Is always tegAed fa stalxllty and to prevent collgdso with postlilo persorial trytay and gxogxmy danaoe. for general guidance tegacling the fabfkatkaL storage. dolNory, erection and brctclrvj of lames and truss systems, VjeANSI/rPlI Quality Critefla. OSS49 and SCSI Building Component 6904 Parks East Blvd. Safety Information avdwtxo Rom miss Nate kisilMo. 218 N. Lee Stroel. Stfile 312. Aloxaidna. VA 22314. Tampa. FL 33610 o puss Truss Type ty ply T1t506554 739902 Ct7 Root Special 2 t Job Reference(optional) American Builders Supply. W Mtaf Maven. FL 735W ..v+v r -ve 1 a cv.v ........ a.v.s...oa. ........ .......... .... ... . ID:P?I?ORARN1Prxtpt7fu9w5ZlE5Q-1 xgshUAUxUFzdHVVUMLBepMXFItry4DC6uejdGz 1761 1-00 2.4-0 6.1.1 11.1-0 13.6-0 15.2-0 22.2-0 2.4-0 4-11.15 2.5-0 1•B.0 7.0-0 7xB = 20 II LOADING (psi) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 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' 1-5: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 'Except' 3.12: 2x6 SP 240OF 2.0E WEBS 20 SP No.3'Except' 2-3: 20 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (IWsize) 9=876/0-4-0.2=956/0.4-0 Max Hors. 2=159(LC 10) Max Uplift9=-203(LC 10), 2= 226(LC 10) 40 = 2x4 II 04 = 30 = Scale . 1:42.9 CSI. OEFL. in poc) Vdell Ud PLATES GRIP TC 0.83 Ven(LL) 0.12 3.13 >999 240 MT20 244/190 BC 0.49 Ven(ri-) -0.29 3.13 >918 180 WO 0.50 Horz(TL) 0.16 9 We We Matrix-S) Weight: 142 lb FT = 20%, BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-9 FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-444/21, 3-4=-2009!/02, 4-5=-2058/855, 5-6= 1406/589, 6-7=-1460/575 BOT CHORD 3.13= 713/1776, 12.13=-390/999, 9-10=-408/1121 WEBS 4-13=-360/299, 5.13= 450/1079, 5-12= 1731567, 10.12=-475/1307, 7-10= 556/335, 7-9=-1230/448 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.0psl; h=3011; B=451t; L=40ft; eave=5ft; Cat. II; Exp B; Encl.. GCpl=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) 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 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 9=203. 2=226. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and t@" gypsum sheetrock be applied directly to the bottom chord. WARNING • Verily dadpn paramotare and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MI11-1473 -VV. 1430211016 BEFORE USE Design valid for use only Win Mliolt® commtors. rnls dew Is based only upon parameters stovm. and Is loi an Individual building component. not a truss system. Before toss. the building deskgnet must vedly, tho apxxkabllty of design parameters and prop edy hcaporalo Mb design Into the overall buldng design. ®ache Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent txachg M iTek' 6 always retlW ed lot stability and to prevent collapse wllh possible personal "and property damage. Fa general guidance regarcling are fablcatbn. delivery, storage. deliveerection and bracing of fnrsses and Moss systems. WeANSI/IPI t Quality Criteria. OSA-E9 and SCSI Building Component 6904 Parke East Blvd. Safety = Motion available from buss Plate institute. 218 N. boo Street. Sulle 312. Akexanada, VA 22314. Tampa. FL 33610 Job russ russ ype N Ply Tt1506555 739802 CIB Hall Hip 2 t Job Reference lions American Builders supply. wmlet Haven. 1-1. 77e541 ,.P.v r. v ,. ........ __.. .._ __.. . _._ . ID:P?I?ORARNiPrxtpt7fu9w5zlE50-V7N EvgB61oNgEAU623sOA 1 vmM2EshXSLLYOG9iz 176e 14-0 5.7.2 110-0 16.7-0 222-0 t00 S-7.2 5.4.14 5.7-0 5.7-0 4x8 = 16 2x4 11 Scale . 1:41.1 30 = o 4x4 II 2x4 11 Sx6 = 3x8 = 2x4 11 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 8=879/0-4.0, 2=942/0-4-0 Max Horz 2=237(LC 10) Max Upllft8_ 222(LC 10). 2- 212(LC 10) CSI. DEFL. in poc) Udell Ud PLATES GRIP TC 0.55 Ven(LL) -0.0410-11 >999 240 MT20 244/190 BC 0.39 Ven(rL)-0.1310-11 >999 180 WO 0.43 Horz(TL) 0.04 8 Na n/a Matrix-S) Weight: 133 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-510/76, 3-4= 1389/428, 4-5= 1021/341, 5-16=-651/251, 6-16= 651/251, 6.7=-651/251, 7-8=-828/353 BOT CHORD' 2.11=-573/1196, 10.11=-573/1196, 9-10=-360/852 WEBS 4.10=-413/247, 5.10_ 59/373, 5.9- 297/158, 6-9_ 376/227, 7.9=-3631938 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsh h=3011; B=45ft; L=401t; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 WWII fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 8=222, 2=212. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and VV gypsum sheetrock be applied directly to the bottom chord. 0 WARNING - Vadly dedgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MO-7473 rev. IfIGI10IS BEFORE USE Deslpn %Oki for use orgy w181 UOlek®ConlwcIOrs. Irgs clesign S bated orgy upon parameters shown. and Is lot an inclMcAxa buildkq component. not a htes system. Before tee. the Ixllaang designer must verily the aplxk:abllty aOfaleslgnpanetors and IXOPorly hlcapotato it& design Into the overall btlldng cledgn. Bracing Irlglcolocl Is to lxevont budding of frxtivkJtxa Ittrss woo and/ot chord members orgy. AdcYtknd temporary anal permanent Lxmw* M iTek' It always rogJted W stability and to pfevont cdlgrse with poss8xo Iprsonal trVuy and Ixoperfy, damage. Fa 90nefal guicki rice tegadng Bw fabrication. rication. storage, dellvery, otocllon and bractrng of tnrssas and taus systems seeANSI/M I Cuall y Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IrdormaBan avc9laale from Ulm plate IrutlMo, 218 N. too Street. Sulto 312. Alexandria. VA22314. Tarrpa. FL 33610 ru55 Truss Type oty ply Ttt506556 739802 Cie Root Special 2 1 Job Reference tronal c.: , .. on . • a a n. v Onn. American tf41110e0e SuPPry. Warner maven, rLJ GV-_ -- -- - 10:P') I7ORARNiPrxtpt7fu9w5zlE50-V7NEvgB6ioNgERU5238OAtvi 2OChSHLLYOG9iz1760 0 06. 1.2 11.0-0 11• -0 13.6-0 17.2.0 n•2.0 1' 2•+- 0 39.2 4.10.14 0.2.0 2.4.0 3-8-0 SO.O Scala . 1: 44.1 4K4 = Kit = 2x4 If 20 II 40 = 3x4 = 11.24 4 •1• 11 ift 1- 1 17.2 22.24 2.44 s4.2 it 01 2.4 380 0.1. 0 Plate Offsets ( Y Y)-- 12.0-4 8 0.3 01 13.0.10.8 0-3-71 112.0-2-8 0.2.81 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) 0.12 3.13 >999 240 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.49 Ven(TL) -0.29 3.13 >920 180 BCLL 0. 0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.16 9 n/a rda BCDL 10. 0 Code FBC2014/TPI2007 Matrix-S) Weight: 140lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 20 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 'Except' 3.12: 2x6 SP 240OF 2.0E WEBS 20 SP No.3 *Except* 2-3: 20 SP No.2 OTHERS 20 SP No.3 REACTIONS. (lb/ size) 9=876/0-4-0, 2=956/0.4-0 Max Horz 2=121(LC 10) Max Uplift9- 197(LC 10), 2=-232(LC 10) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-444/68, 3.4=-2010/707, 4-5=-2057/857, 56-1437/633, 6-7=-1464/565 BOT CHORD 3-13=667/1777, 12-13=-353/1002, 9-10=-424/1182 WEBS 4. 13- 356/296, 5-13- 437/1076, 5-12-220/594, 10-12=-442/1210, 7.9-1329/477 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=4511: L=4011; eave=5fl; Cat. II; Exp B; Encl.. GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jl=lb) 9=197, 2=232. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1h" gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Verify dodyn parameas and READ NOTES ON THIS AND INCLUDED MIfEN REFERANCE PAGE MO.7472 rev. OMIQOIS BEFORE USE. Design valW for use only w1011`AIok®conrlectors. It& deskin Is based only upon parameters shown, and Is for an Individual bulding component, net a Miss system. Before too, the Wildrlg desigrlet roust vorry the appOcabUly of design pxuametels amd 1xoporly incofpotale 11%design Into the overall achng Indicated Is to event bucklin0 of trdlvldttd hues web and/or chard members only. Addllon d temporary and permanent tracing txAdIV design. eprevent M iTek' is always tecluked We stability o W to prevent collapse Win possitAe personal fr11uy and property danago. for general guldalco regarding the fcaricollon. storage. delivery. election and tracing of Intsses and truss systems. ux:ANSI/IPI I Gua9hy, CritMa, OSB-89 area BCSI Building Component 6904 Parke East Blvd. Safety Information available from huss Rate Institute. 216 N. Lee Sheet. Sulto 312. Alexandria. VA 22314. Tampa. FL 336510 Job Truss Truss Type oty Ply T11506557 732802 C20 Hall Hp 2 1 Job Reference(optional) Ametican Builders Supply. wBaat Haven. FL 33Bao , w w n np; ,............ 4" ...........-..... ... --.. -_ . ID:P?I?ORARNiPrxtpt7fu9w5zlE5O-zKxc6ACkS6Vhsb3lcnNfIERujSW IOz6VeC7phez 176d 1.0.0 . 9.0-0 15.7.0 22.2-0 1-0-0 9-" 6.7-0 6.7-0 SxtO MT20HS 15 2x4 II Scale . 1:39.4 30 = axe 11 20 11 30 = 3x10 = 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) * 0.13 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(rL) -0.37 10.13 >708 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(rL) 0.04 2 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix-S) Weight: 1161b FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 2-0-0 REACTIONS. (lb/size) 7=879/0-4.0, 2=942/04.0 Max Horz 2=199(LC 10) Max Upl1117=-213(LC 10). 2=-221(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-711/0, 3.4=-1156/382, 4-15=-877/319, 5-15= 877/319, 5.6=-877/319, 6-7=-814/342 BOT CHORD 2.16=-431/1040, 10.16= 431/1040, 9-10=-429/1048, 8.9=-429/1048 WEBS 4-10=0/327, 4-8=-276/137, 5-8=-414/247, 6-8=-388/1065 NOTES- 1) Wind: ASCE 7-10: VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl: h=30i1; 8=45ft; L=40ft: eave=5ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift at joint(s) except Qt=lb) 7=213. 2=221. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 0 WARNING . Vedry dedpn paramet4n end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M1117Q3 rov. Ia 11=016 BEFORE USE Deslgtl will for use only with Muck® connectors. I11hb desiM b txaeci only upon Iwrfxrteters shown. and [star on Individual tA"rw Component. nol esignee must verify the "ICab111y of closign pameters and operly hcorporate alb design into the ovetdlatrimsystem. Before use, the building designeemust apr only. AdUtlond mla temporarya,,d peortl txac Iry MiTe k' txllcitrtgdesign. Braclng Indlcalod b to ixevent buciding of IrWlvkk" truss and/or chord members b always fecpLed for stability lty oto rxevent collailm with posy Ae persond,rd yr+y andrxopeftyanago. For gonerd gukymce ragadtrtg the lulxlcalim storage. Winery, erection crKl bracing of tria3m aW tr uss systems. sooANSVIPI1 Quality CAteria, DSB•89 and SCSI Bu9dtng Component 6904 Parka End Blvd. Satefy IMfxtnatlon available, Rom ttuis plate institute. 218 N. Lee Street, Suite 312, Noxandrio. VA 22314. Tempo. FL 33610 Job I russ Truss Type 0 H ply T11506558 739802 C21 Root Spacial 2 t Job Reference(optional) f J -I t •29.27 2017 P 1 American Builder$ Supply. Winter Haven. FL 19338607.610 $Apr 2016 Work IndusmI es. nc. n un aye ID: P?I?ORARNIPrxtpi7lu9w5z1 E50•SW V_KW DNDPdYUleU9UuuFS__2Us(990aepstNDbz I76c 1- 0-0 2d-0 a-0-0 13.2.0 1 19.2.0 22.2-0 1 0 0 2.4.0 6 B-0 4.2-0 0 4 5-6-0 3-0 0 4x6 = Sx6 = 5 6 rxe = 2x4 II 20 II ,z, = 3x4 = LOADING ( psi) SPACING- 2.0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP No.2 'Except* 1- 4: 2x4 SP M 30 BOT CHORD 20 SP No.2 'Except' 3- 12: 2x8 SP 240OF 2.0E WEBS 20 SP No.3 *Except' 2- 3: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. ( Ib/size) 9=876/0-4.0, 2=958/0.4-0 Max Horz2=93(LC 9) Max Uplift9- 194(LC 10), 2- 235(LC 10) Scale - 1:41.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TC 0.83 Vert(LL) 0.IS 3-13 >999 240 MT20 244/190 BC 0.69 Ven(TL) -0.45 3-13 >580 ISO WB 0.46 Horz(TL) 0.21 9 Na n1a Matrix- S) Weight: 136 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-444/110, 3-4=-1609/562, 4-5=-1384/581, 5.6-1545f722, 6.7=-1514/557 BOT CHORD 3-13-433/1373, 12.13=-380/1235, 9-10=-418/1218 WEBS 4-13=0/358, 5-13- 72/310, 5-12=-383/610, 10-12- 427/1203, 7-9- 1431/490, 6- 12-399/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vu11=140mph (3•second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=30ft; B=45ft; L=40ft; eave=511; Cat. II; Exp B: Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 lit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 61=1b) 9=194, 2= 235. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and IV gypsum sheetrock be applied directly to the bottom chord. WARNNG - Verlry dadan parameter and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M9.7473 rev. 1402MIS BEFORE USE. Design vat$ tog urso only vnth Mltek® conneclors. ft design Is based orgy upon rxaarneters sriot . and is for an ktdlvkAtal txddlrlg component. not of design Ixxarnolers card Ixopelly hcoomte IhIs design Into Ire ovolatl marusssysto. Bofote use. Itw txfidno deslgrxn must verity, p thortlk:aU911y, rp txdcBng design. Racing bxftaled Is to lxovont budding of Irxtivldual lass wob and/or chord memtxrs only. Additional lomporary and penncnenl Ixacing WOW is always requdrod lot stability rndd to prevent collgxo with possltAe personal Infuy and lxopoM damage. rot genoral guidance regatding the latxlcalion, storage, delNery, eracllon and txacktg of trusses and miss systems. seeANSI/TPI I Quality Cdterla, DS6.89 and SCSI Building Component 6904 Parka East Blvd. Safety IMormallon avtllable aom truss Plate etsillute. 218 N. too Street. Sulto 312, Alexandria. VA 22314. Tampa, fL 33610 Job Truss Truss Type Oty ply Tt1506559 739802 C22 Hall Hip 2 t Job Reference a dons e ua.t, t"d...u... t" Cn .hm '1e1 t t 90 9e ?a17 Pew 1 Amsincan Builders Supply. winter Haven. I-LWsatto ,.........,.. ._._._.._. _.....---...--...._---_---- ------- ID:P?I?ORARNiPrxtpt7fu9w5zlE50-wi3MXsD?-IIPSvDgiCP7ofXHdGEktrPo 1 W cwm 1 z 176b 140 7-0-0 14.7-0 22.2.0 1-0-0 740 7.7-0 7.7-0 4x8 = 15 20 II Scale - 1:39.9 exit = 2xe II 3x4 = 3x10 = 3x6 II axe II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) -0.08 7.8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Ven(fl-) -0.21 7-8 >999 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.61 HOrz(TL) 0.03 7 IVA We BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied. WEBS 20 SP No.3 SLIDER Left 20 SP No.3 2-0.0 REACTIONS. (lb/size) 7=879/0-4-0, 2=942/0-4-0 Max Herz 2=161(LC 10) Max Upllf17=-207(LC 7). 2=-229(LC 10) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-563/0, 3-4=-1276/427, 4-15- 1227/427, 5-15- 1227/427, 5-6- 1227/427, 6-7- 808/336 BOT CHORD 2.10_ 450/1140, 9-10=-447/1145, 8.9=-447/1145 WEBS 4-10-0/282, 5-8=-504/309, 6.8_ 464/1329 NOTES- 1) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Ops1; h=30ft: B=45ft; L=401t; eave=511; Cat. 11: Exp B; Encl.. GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 20.0psi 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 100 lb uplift at joint(s) except Qt=Ib) 7=207. 2=229. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNING • V dfy doslyn penmefon end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MIF7473 rev. /60020erS BEFORE USE. Destg n valkl for use only vAm Mllek& connectors. 0& desW k txnod only upon pxxalleters 9xMi. and Is lot an trx9vkhtat buldhg component. not a huss system. Before use. the IxAding deslgrnor must verily the "IcalNlly of design Ixxarnetets and ptorxtrly Incogorato M design Into the overall only. Additional temporary and permanent txocing M!Tek' txdcMV design. Btachg Indicated a to Ixovont budding of hdWldual tress web and/or chord members Is always reapdrod for staAlly and to prevent collapse with posseAe personal hfttry and Ixolony damage. For General guidance iegarif" the alstorage. delivery. erection anbracing of hisses and piss systems. seeANSI/TPI I Quality Crile". 058.89 and BCSI Wilding Component 6904 Parke East Blvd.fabrication Ternpa. FL 33610 SafetyInformationavaltalxefromit= Rate institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Truss Truss Type 0 N ply Tt1506560jJob739802C23GROOFSPECIALGIRDER2t Job Reference tional P. Amencen Builders Supply. Winter Haven. FL 33880 .wv. rya .. w......., , ,..,,,..w.. ....... ........... ... v . ID:P?I')ORARNiPrxtpt7tuMzl E5O-OudIICEd11 tGj2otHvwMLt3PggX2CHexGAMTITz 176a 2-4-0 3-1-4 10.4-12 13.6-0 15.2.0 18.4.15 21.2.0 22.2.0 2.4-0 4-8-0 3.4.12 3.1.4 1.8.0 3.3-0 2-"1-0-0 Scale : 1:39.7 7x8 = 21 3x4 = 4 22 23 20 II 4x12 = NI1 4x8 = 2x4 11 20 11 7x8 = 4x4 = 041 = LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.72 BC 0.69 W B 0.68 Maldx-M) DEFL. in Vert(LL) 0.20 Ven(TL) -0.45 Horz(TL) 0.31 loc) Well Ud 2-15 >999 240 2.15 >586 180 10 We rVa PLATES GRIP MT20 244/190 Weight: 140lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc puffins, except 1-3: 2x8 SP 240OF 2.0E end verticals. BOT CHORD 20 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. 2-14: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3'Except' 12-14,6.14: 20 SP No.2 REACTIONS. (lb/slze) 1=1727/OA-0, 10=1723/0-4-0 Max Holz 1=75(LC 7) Max Uplift I =-499(LC 8). 10=-505(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.2= 813/235, 2.3-4091/1217, 3-21=-3770/1179, 4-21=-3770/1179, 4-22-3905/1260, 22-23=-3905/1260, 5-23=-3905/1260, 5-6-3886/1259, 6.7=-2934/939, 7-8=-2875/867 BOT CHORD 2-15=-1053/3711, 15.24=-1261/4116, 24.25=-1261/4116, 25-26=-1261/4116, 14-26-1261/4116, 11.12— 752/2560, 10.11-492/1618 WEBS 3.15-230/1123, 12.14=-864/3001, 6-14-811/2650, 6-12=-1334/502. 5-14-290/174, 7.11— 255/140, 8-11-273/988, 8-10=-2227/693, 4-15=-530/292, 4-14-324/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=30f(; 6=45ft; L=40ft; eave=5lt Cal, 11; Exp B; Encl.. GCpi=0.18; MW FRS (directional); 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 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 Wide Will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Qt=lb) 1=499. 10=505. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 177 lb down and 150 lb up at 7-0.0. 164 lb down and 146 lb up at 9-0.12, 164 lb down and 146 lb up at 11.1-0, and 164 lb down and 146 lb up at 13.1-4, and 276 lb down and 288 lb up at 15.2-0 on top chord, and 413lb down and 124 lb up at 7-0-0. 55 lb down at 9-0-12, 55 lb down at I I.1.0, and 55 lb down at 13-1-4, and 329 lb down and 52 lb up at 15-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard WARNING • vodly dedgn panmetwe and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE A074n mv. Ia413Q8IS BEFORE USE Design vela for use oNy vAn Mllek®conneclots. fhlsdeslgn is bcwd orgy upon parameters shown. and Is for an hdlvloW txWing Component. rat a laps syslei n. Before uso. the "ding desigmrr rratst vedty Ita appllca Ally of deatmkIxxameters and Iroptstty hCaporcilo Ink design Into the overall LxBding design. Bracing Indicalod Is to prevent bucklktg of IwWtK% truss web and/or chord members orgy. Addllonal tornpotory, and permamcnl txctclrlg MiTek' is always rogtlred rof stabBlty and to ttlevent Cotlalm Win Iosslble Forsonal"cind IxopeM damage. For general guidance rogacdng the ki ricatkrt. sforoge. delivery. orocllon alcl bracing of Innsas cM Inns systems soc-ANSI/IPI I Quality Criteria, DSB49 and SCSI Bulldlny Component 6004 Pork@ East Blvd. Safety Information ovallable Dan truss Rate dxtlluto, 218 N. too Slrool. Sulle 312. AlexaxMa. VA 22314. Tempo, FL 33610 Job Truss russ ype N Fly T11506560 739002I C230 ROOF SPECIAL GIRDER 2 t Job Reference tional Atrtenean uuaaea auppry, wmwr neven, rL a w ID:P71'10RARNiPrxtpt7fu9w5zlE50.OudlICEdl1 tGt2otHvwML13PggX2cHexGAMTITz 176a LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1.3-60, 3-6=-60, 6-8=-60, 8.9-60, 16.18-20, 2.14=-20, 10.13=-20 Concentrated Loads (lb) Vert: 3=-158(F) 6— 225(F) 15=-413(F) 12= 329(F) 21-158(F) 22=-158(F) 23— 158(F) 24=-28(F) 25=-28(F) 26=-28(F) Q WARNING - Verily dedgn par wWws and READ NOTES ON TKIS AND INCLUDED MflEK REFERANCE PAGE MNF7473 rev. JW3M16 BEFORE USE Design valid lot tsa only vAlh Mllek®conneclors. Bus design R Ixaed only upon Marnetem snovm, and is lot an Individual txdldng component. not a fnm system. Bolore use. the IxMdnp desgg of must vedly the atolcalAlly of design Mcunblen and Ixopedy Saogxxate this design Into the overall only. Ac"llond temporary aril rxlrmarent b t Ing M iTek' building design. Bracing Indicated Is to rxovent budding of WKRvkkxd IR= web and/a Chard members Is atwcrp teq,dred fa stotAlty and to rxevent collapse vAlh possible personal k#Ary and Ixopedy damage. For general guidance tegardng the ktx1collon. slorogo. delivery. erection cnd brocing of trusses crtd Inns systems. SceANSI/iPI I Quality Criteria, OS8-69 and SCSI Building Component 6904 Parka East Blvd. Solely Information available train truss Plate Institute. 218 N. Lee Skean. Sudto 312. Aloxoncido. VA 22314. Tampa. FL 33610 Job I russ I russ I ype uty Fly 711506561 739802 C24G Roof Special Girder 2 1 Job Reference (optional) o. American Builders Supply. Winter raven, rL 7da5u, mctarn......, ..,,.. . •-. ... __.. .. --•-- _-.. . __ . ID:P?I?ORARNIPrxtpt71uiZIE50-wOC12cL?GOR3ARmwLkljXeglMvkndlYmwK1 WBDz14tV 1.0.0 5.0.0 7.7-0 11.4.0 is-i•0 18.5'12 22.2-0 1.0 0 5.0 0 2.7.0 3.9.0 3-S 0 3.4.12 3.8.4 Scale = 1:39.3 4x4 = 5x6 = 7x6 = 7x8 = 6%B - 6x6 = LOADING (psi) TCLL 20.0 TCOL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.62 BC 0.98 WB 0.68 Matrix-M) DEFL. In poc) Well Ud Ven(LL) 0.14 10.11 >999 240 Vert(rQ -0.32 10-11 >814 180 Horz(rL) 0.08 9 We rda PLATES GRIP MT20 244/190 Weight: 136lb FT = 2WS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (Ib/size) 9=1945/0.4-0, 2=1817/0.4.0 Max HorZ 2=123(LC 25) Max Uplift 9=-585(LC 8), 2=-539(LC 8) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3116/883, 3-16=-2769/834, 4.16=-2769/834, 4-5=-2323/688, 5-6=-232W688, 6-/7=-2357/726,7.17=-2357/726 BOT CHORD 2-12=-819/2707, 11-12= 939/3117, 11.19=-909/2981, 19.20= 909/2981. 10.20=-909/2981. 10.21=-726/2357,9.21=-726/2357 WEBS 3-12= 298/1189, 4-11- 1329/450, 5-11=-484/1781, 6.11 11601414, 7.10=-36811601, 7-9_ 2973/ 913, 6-10 807/238, 4-12= 529/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=3011; B=4511; L=4011; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 585 lb uplift at joint 9 and 539 lb uplift at joint 2. 7) ' Semi-rigld 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) 109 lb down and 102 lb up at 18-1.4, and 109 lb down and 102 lb up at 20.1.4, and 42 lb down and 20 lb up at 22.0-4 on top chord, and 885 lb down and 318 lb up at 5- 0.0, 832lb down and 329lb up at 17-6-12. and 49 lb down at 18-1-4, and 49 lb down at 20-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=- 60, 3.4=-60, 4-5=-60, 5.6_ 60, 6.8=-60, 9-13=-20 Concentrated Loads (lb) Vert: 8- 16 12- 885(B) 17_ 69(B) 18=-69(B) 19=-832(8) 20=-34(B) 21- 34(B) 0 WARNING- Verfy, dedgn parametore and READ NOTES ON THIS AND INCLUDED NrTEN REFERANCE PAGE M1F74n rov. 140MIS BEFORE USE. Dralgrl valid lot use only wllh Mltek®Conrlecfors. irgs design is based orgy upon patarnoters shown. and B for an hWlvldtral bu9dlrtG cornponant, not a huss syslern. Beforo tue. Iho building closlaner must verily 010 applCatAlly of de9gn pxrameters and Ixodody Incogorolo this design Into Iho overall bt/lalng design. Brachg Irlalcatod Is to pxevent buckling of Individual m24 web and/or chord rnotnbots only AdcflllorvA ternpotary and pernumni bracklp WOW Is always teed for stability and to pxovent coltalne alai pos dble personal Inlay arW properly darnogo Fa Generalgtldalce regaidhg d10 IalxlCatlon, storage. clWlvery, erection and brctchg of trusses and tnrss systems. saeANSI/IPII Quality Criteria. OSS-89 and SCSI Building Component 6904 Parka East Blvd. safety Information available horn truss Plate Instfkste. 218 N. Lee Street. Suito 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss truss type oty Ply T71506562 739802 CJt Jack -Open 20 1 JI Job Reference(optional) American eutraere supply. winter maven, t-L ;> MtVJ ID:P?I?ORARNiPrxtpt7fu9w5z1E50-D2_0?FJOLWPRzFOdAIma8jW k609ige6poV7z176U 1-0-0 f d}0 Scale . 1:8.8 30 = 1-0-0 1.0-0 LOADING(psf) SPACING- 2-" CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Ven(TL) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 6lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 OC puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=13/Mechanical, 2=130/0.4.0, 4=-4/Mechanical Max Horz2=47(LC 10) Max Uplift3= 8(LC 10), 2_ 70(LC 10). 4=-4(LC 1) Max Grav3=14(LC 15), 2=130(LC 1), 4=14(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUlt--140Mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Ops1: h=30111; 8=45ft; L=40f1; eave=511; Cat. 11; Exp B: Encl.. GCpl=0.IS: MWFRS (directional) and C-C Exledor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 6)'Sem1-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING - V ft dosrpn Paremetan and READ NOTES ON ThU AND INCLUDED WTSK REFERANCE PAGE Na-7477 rev. Ia VAIS BEFORE USE Design vdkl for use only Win W Ick0 connectots. Ihls eJosiM Is based only upon paarnetors shovnt. and Is lot an trdivldual building component, rnol a buss system. Belote use. the lxiklrng designer must vodfy the appkatAty of ckulgn pxuatnolets and Iropedy Incogwlalo lnh doslgn Into rho over.. buldtrg des ;n tracing Indkatod Is to prevent buckling at InclNkkKA Inca web and/or chord inembors only. Addllorel temporary and pormaent tracing WOW It always reclined lot stabllty and to prevent collapse with posslxe person. Wury ad pop erry damage. for genetal guidance iegacbV Ire fcaxlcatkM, storage. delivery. aoctlon a rKI txaCing of fnrssesad Inter systems. soeANSI/IPII Cualty Cdteda. DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdic"o train Inas Plate trutlk9e. 218 N. Lee Street. Suite 312. Alexandda. VA 22314. Tampa. FL 33610 Job Truss russ ype ryply Ttt506563 739802 CJiA Jack -Open a 1 Job Reference(optional) AnIGI Can 9urfaert buPPN. winter maven. r•t. ;raatw • .,-.v a .y.... ..... ......., ........ ID:P?I?ORARNiPrxtpi7fu9w5zIE50-D2 0?FJOLtdP zFOdAlma6JXZ4tt09lge6poV7z176U 1-0.12 0.11.4 1 1 -0.12 0- -4 Or, LOADING (pst) SPACING- 2-" CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 10.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lrP12007 Maldx-M) DEFL. in floc) Udell Ud Vert(LL) -0.00 5 >999 240 Ven(rL) -0.00 5 >999 180 Horz(rL) -0.01 3 n/a We LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=158/0-3-4, 4=WMechanical, 3=-20/Mechanical Max Horz 5=98(LC 10) Max Uplifts_ 33(LC 6), 4- 81(LC 10). 3-39(LC 10) Max Grav5=158(LC 1). 4=52(LC 8). 3=22(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale: 3/4'.1' PLATES GRIP MT20 244/190 Weight: 7 lb FT = 2090 Structural wood sheathing directly applied or 0.114 oc pudlns, except end verticals. Rigid telling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=30It; 6=45ft; L=40ft; save=511t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical left 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 20.0psl 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4, 3. 6)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNWO. Ve ft dedgn panw7wen and REAO NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M10-747J rev. fadb W#$ BEFORE USE DedW valld tot use ordV wllh tv9lek® connectors Ills deAln Is based oNY upon Ix+arnelets shown. and Is lot an hclMdual txddkV cornporwnt, net a Was systorn. Bogota toe. the txOdkV deslpnet must vodry the appicablIlly of design paratnoters card Ixoledy hcorpotate IM design Into Ire overall bulldr,g design. Bracing Indicated Is to proven txroklkV of tndIvid al ma: web and/or chard members only. AddlHonal temporary and ponncnenl txockV M iTe k' It anvaYs to "od fa stability and to prevent cdloIxe with possible personal rYr+y and property danoge. Fa oonetal guidance regardlrtg ttto famicallom stotcrga. de livery. erectlon cnrl bracing of maws and Inns systems. seoANSI/IPI I Cuta9ty Cdteda, OS6.69 and SCSI SuShcng Component 6904 Pltke East Blvd. Wary Information avallabie horn Ines Rate IrtsllMo. 218 N. Leo Street. Sudlo 312. Alexar ddo. VA 22314. Tatrpa. FL 33610 Job Truss Truss Type oty Fly TiiSO6S64 739802 CJ18 JACK -OPEN 6 1 Job Reference(optional) AmarxAn Builders supply. W inter Maven. FL 77550 7.640. fry, I Zv- mn.. ,A—,,ra. ...... ......... ...._ . 10:P')I?ORARNiPrxtpt71u9w5zl ESO-hFYODbJ06AIG37g081Y;7LsfhU 1 rlcyztmYL22z176T 1,0.12 0.11.4 1-0-12 0.11.4 6.00 12 30 = LOADING (psi) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 10.0 Lumber DOL 1.25 BC 0.23 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lrP12007 Matrix-M) DEFL. in Qoc) Well Ud Vert(LL) -0.00 5 >999 240 Ven(rL) -0.00 5 >999 180 Horz(TL) -0.03 3 We Na LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. Qb/size) 5=160/0-3.4, 3=-26/Mechanical, 4=1/Mechanical Max Horz 5=11 O(LC 10) Max Uplilt5_ 44(LC 8), 3=-63(LC 10). 4— 115(LC 10) Max Gravy=166(LC 17). 3=36(LC 8), 4=77(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. Scale . 1:IS. 1 PLATES GRIP MT20 244/190 Weight: 8 lb Fr = 20% Structural wood sheathing directly applied or 0.11.4 oc puffins, except end venlcals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t, B=45f1; L=4011; eave=511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 100 lb uplift at joint(s) 5, 3 except Qt=lb) 4=115. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Wvlry design parametwe and READ NOTES ON THIS AND INCLUDED MrtEK REFERANCE PAGE A07473 mv. 1411M 2015 BEFORE USE Design valld for use orgy vAth MIIek8f connectors. this design is based orgy upon paarnelers afro) m. anal Is Colon Irxgvickod bulding component. not a tam system. Before use. Ina ixa<1fr1g cfeslgret must vedy lho c4)Nlccrbllty of deslgin patamelers and lxoperly flcorpaate lints design Into the ovetalt txAding <loslgn. Bracing tndlcatod Is to lxovent ixtcafrlg of kltllvMual truss web aril/or chard members only. Addllloral temporary cW permanent Ixoctng WOW Is always teotUred for stability and to prevent collgbse Win possible personal"and lxopeny danago. For general guidance togadi g the Icmrleallon. storage. delivery, etection aril bracing of trusses and from systems srwANSI/rPl1 CuaBly Criteria. OS8.69 and SCSI Bulling Component 6904 Parke East Blvd. Safety Information ovaloble from huss Hate Instilute. 218 N. tee Street. Suite 312. Alexoncl la. VA 22314. Tetrpe. i. 33610 Job I ruse Truss Type Qty Ply Ttt506565 739802 CJ3 Jack -Open 14 1 Job Reference (optional) uT,...1.. Iw•. C•i I.,n M 1 t •7a 'M 9n17 Pnn• t Amencen tturlaere supply. wmier seven, m a,wau ID:P?I?ORARN1Prxtpt7fuMzIESO-hFYODbJ06AIG37gOBtY?7LskW U3lkyztmYL2Zz 176T 1-0-0 3-0-0 1-0O 3-0-0 20 = Scale n 1:14.0 3-0-0 1 LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in loc) Waif L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ven(LL) 0.00 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(rL) 0.01 4.5 999 180 BCLL 0.0 ' Rep Stress Incr' YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 12 lb FT = 20°b LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 5=195/0-8-0, 3=69/Mechanical, 4=28/Mechanical Max Horz 5=85(LC 10) Max Uplitt5=-67(LC 10). 3=-45(LC 10) Max Grav5=195(LC 1), 3=71(LC 15), 4=51(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10'. Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsh h=301t; B=45ft; L=4011; eave=511; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces d 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 7) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING. Verify dedfin parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE 118.703 rev. 1411011VAI6 BEFORE USE. Design valid lot use only with IAIek®connectaS. INS design h basod only upon pctranetem shown. and Is for anindividual txdddrnd Cornpononl, tool a trips system. Before tao, lho txadng doslgnor must verity the appllccdAlty of design pacaneters and gopedy Incaporato this design Into the overnll txllding design. Bracing kxftated Is to proven txtcaing of 1rtdMWxd Inm web and/or chord mombers only. Additional WrnlXmy aMl permanent txcictn0 WOW R always tect lied for skdAlly and to prevent collgxio wllh posbxe porsottm"Ond Ixoperty claenago. Fa general gldance regadng the ktxlcollm stotoge. daddvery. erection (axi bf Whg of Inrsses crud tots systems. soeANSI/TPI I Qualdty Cdtedo. DS6-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovcW)lo from truss Rote t nsllMe. 218 N. Lee Street. Stile 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Tfuss Type oty Ply 71150656E 739802 CJ3A Jack -Open 8 1 Job Reference Lionel American Buskers SuPPh• Winter Haven. FL 33080 7.640 s .4...9 c...., ...., o.. ,............. .........._. __.. . _- . 10:P?I9ORARNiPrxlpt7fu9w5zIESO-hFYOObJO6AIG37gD8tY97LSf000klcyztmYL2Zz 176T 1-0.12 _ 2-11-4 1.0 12 2-11.4 Scale . 1:20.7 3x4 = 2-11.4 2.11.4 LOADING (pst) SPACING- 2.0.0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Ven(rL) -0.01 4-5 >999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.06 3 n/a We BCDL 10.0 Code FBC20141TPI2007 Matrix-M) Weight: 13lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11.4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=198/0-3-4, 3=66/Mechanical, 4=27/Mechanical Max Horz 5=134(LC 10) Max Uplitt5=-14(LC 10), 3=-70(LC 10). 4=-21(LC 10) Max Gravy=198(LC 1), 3=76(LC 15), 4=52(LC 3) ' FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Ops1; h=3011; B=45ft; L=40ft; eave=5ft; Cal. II: Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical left 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 psl bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.OpsI 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 Ines to truss connections. 5) Provide mechanical connection (by others) of Iruss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 5, 3, 4. 6)'Semi-rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING . Ve" dsdpn parameters and READ NOTES ON THIS AND INCLUDED MlrElr REFERANCE PAGE 1107473 rev. faMWAIS BEFORE USE Design valid lot use only vAlh MlleM Conneclas. Ms design is Ix]red only urnn parameters shown. cnd Is tot an h&Adual txtldhg component. not a tarss system. Bolero uso. the 1xa(dng designer must verify me oprAicc"Ify on parofclariamnd elorsalxopetlyhcoq»tato 8nh design Into the ovorall IxAcAng design. Bracing Irlclicaled Is to txevenl txrekhg of InclWtral Iruss wab and/of chord morntxxs only. AcicBtlornal loml>aory and permcmont Ixaclrng M iTe k' is clways teWroci lot sta11111ty and to Ixevenl collatno wllh possbte porsoral Inlay and property damage. For gonotal guidance toga dirV the Iatxlcatlom slofcsge. delivery. erection cmd txacrng of tnrssos arxf Infer syslorna soeANSI/IPI I Quality Critodo, DSB-89 and SCSI BuSding Component 6904 Parke East Blvd. Safety Information avck"e from Isrrss Plate institute. 218 N. lee Street. Srlte 312. Aloxrnddo. VA 22314. Tarlpa. FL 33610 739802 1 CJ38 I ROOF SPECIAL T11S06567 i i 6 20 II 7.640 S Apr 19 2016 fAISk IndUSirlee. InC Hl Jun JU 11 zV:J1 zuI r r096 1 ID:P?I?ORARNIPrxtpt7fu9w5zl ESO.9R6mOxKetU(7hHPPlb4EtZPvnuPGU3z6601va9z 176S 3-" 1 1.10.15 LOADING (psi) SPACING- 2-" CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Ven(LL) 0.01 5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Ven(rL) 0.01 4-5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 6=112/0-4-0. 3=72/Meehanleal, 4=40/Mechanical Max Horz 6=60(LC 10) Max Uplift6=-8(LC 6), 3=-44(LC 10). 4=-2(LC 10) Max Grav6=112(LC 1). 3=74(LC 15), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale . 1:14.0 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft: B=451t; L=40ft; eave=5ft; Cat. 11; Exp B. Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 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 100 lb uplift at joint(s) 6, 3, 4. 7) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING . Vetf/y dodgn patamotens and READ NOTES ON THIS AND INCLUDED NnEK REFERANCE PAGE fx0.7473 rev. taC3,2015 BEFORE USE. Design volkl for use onlym Mlelm connoctols. Ms design Is twsed only upon peranelofs fhe,MI. C n d Is lot al Wlvkklal txAdtrlg component. trot a trim system. Mow use. the bulking designer must verity the g7pllcaNlty of dpesign aramelotsarilpxopedyIreoilmotolintsdoslgnIntotheovolalltxAc& Q design. Wicing kldlcaled Is to prevent buckling of IndtMuctl trim web aril/ot chord members only. Addlllorel temporary and permanent tracing WOW It always tec9ffiad for dtAlWty and to pevent cellq,se with possBNe porsomil"alu property danogo. For genetcl glldalco teWcIng Iho rabic( III(mstorclgo, delivery. erection =I brctctrlg of trusses cfrlu truss sysloms. SWANSI/IPI I Quality Cdtada. DS8.89 and 11101 Building Component 6904 Parke East Btvd. Safety Information avdlable from truss Rate Institute. 218 N. Leo Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ russ ype N T11506S68 739802 CJ3T JACK -OPEN 4 t Job Reference (optioneq American Buigera soppy, winter Haven, I'L ZKMOU IO:P?I?ORARNiPnctpt7tu9w5z1E50-9R6mOxKe(Ut7hHPP8t4EfZPvjuO_U3k6601va?z176S 1-04 2.4-0 3-0-0 1-0 0 2.4-0 0 &0 Scale - 1:14.0 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) 0.01 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Ven(TL) -0.01 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 HOf2(TL) 0.01 5 Ida n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 20 SP No.3 REACTIONS. (Ib/size) 8=195/0-4-0, 4=90/Mechanical, 5=8/Mechanical Max Horz8=85(LC 10) Max Uplift8= 67(LC 10). 4=41(LC 10) Max Grav8=195(LC 1), 4=93(LC 15), 5=15(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=451t; L=4011; eave=5ft; Cat. II, Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst 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 girders) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 4. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING - Verlly derrlpn peremeta s end READ NOTES ON THIS AND INCLUDED 6MK REFERANCE PAGE M9.7Q3 rev. 100" IS BEFORE USE. DesW valkl tot use only vAth Mllek® Connectors. IM cknigl Is based orgy upon Ixaameters shown. and Is for an trKllvkknal tx"rVi Component, not a truss Wain. Before use. Ito building dosigrlor musl verily the c41p111cab1lly of do*pi Mametors and pxolxxly, lncoq)oroto 111b doslpn Into the overall building design. Bracing Irldlcafed Is to povont btrcldlrld of IrKlWual min wob arxi/or chord members only. Ac"llorol temporary and permanent Ixcr.N M iTek' is always fecltlred fa stability and to pfevont CollorAe with lxr-lble personal trM+v and pxopxeny uarlage. For Qenelol guidance tepatUrq the kttxlccttkxe stoatde, delivery, etectlon and tracing of fruSlos and fnrss systems. SOCComponent ANSI/IPI1 Quality CritMa. DSO-89 and BC51 Building Comnent 6004 Parke East Bald. safety Inlormoflon available from Iran Plato Institute. 218 N. too Street. Seto 312. Aloxaldnlo. VA 22314. Tampa. FL 33610 ruse rues ype ty T1t506569r739802CJ5JACK -OPEN 4 I Job Reference(optional) u- Iw CA I... 9n I t 00 An %At 7 P.m t American eswraere Supply. 7vmrer seven, - - - --- -- - I D:P7140RARNrPrttlpt71u9w5zIE50-ddgBdHLGeoO_IR_bJIbTCmx021j50 WSGL41 S6Sz178R 1-04 5.0-0 5x6 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.03 4-5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(rL) 0.07 4-5 854 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.02 3 rVa n/a BCDL 10.0 Code FBC20141TP12007 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=269/0-4.0. 3=129/Mechanleal, 4=54/Mechanical Max Harz 5=123(LC 10) Max Uplift5= 71(LC 10). 3=-81(LC 10) Max Grav5=269(LC 1), 3=130(LC 15), 4=89(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Scale - 1:18.9 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood Sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; VU11=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=4511; L=40fl; eave=5fl; Cat. II; Exp 8: Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100lb uplift at joint(s) 5, 3. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNDIO • VedrydeNpn perametere end READ NOTES ON DM AND INCLUDED NI/EK REFERANCE PAGE ND•7472 rev. IMUMIS BEFORE USE Design valid for use only wpm Mlfek® conneclors. IMs design is based only upon pardrneters show x and Is for an kKfly dud building comPonent. not a fam system. Before uso. Iho lxidlrto deslgncr must verity the opplCabBty of design Ixxcanelers arid rroperiy Incogorato Ink deslon Into Iho overall Add illontri temporary and pxermatenl bracing MiTek' txidingdesign. eracfrtg inatcaled is to rxevont b uclrling of IrYJWLK9 truss web and/or cfard memlxrs only. is always roclurred lot stability and to proven collairo wits poa8llo immoral Infury and IxotbRy damago• For gonotal gu ldanco togardIng tto fatxkallm storage, dellvory, erection and Ixacing of 1rtmes and fnas systems, W"NSI/IPI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovallabtle from truss Plate InstlMo. 218 N. Lee Slreot. Sullo 312. Aloxandit VA 22314. Tampa. FL 33610 Job Truss Truss Type oty Fly T11506570 739802 CJST JACK -OPEN 4 1 Job Reference(optional)' Amencen Builders Supply. WIntel haven. rL;s;tatsu ...'.;...,,... ....._. ..._.._. ..._. ...--"-- ID:P9170RARNiPndpt7fu9w5zlE50•ddg8dHLGeW IR_bJlbTCmxO111BDWZGL41S6Sz176R 1-0-0 2.4-0 5-0-0 1 0 0 2.4-0 2-8-0 Scale. 1:18.9 20 = LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.42 BC 0.11 WB 0.06 Matrix-S) DEFL. in Ven(LL) 0.10 Ven(rL) -0.14 Hor2(TL) 0.07 loc) Well Ud 7 >580 240 7 >422 180 5 n/a n1a PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=269/0-4-0, 4=156/Mechanical, 5=27/Mechanical Max Horz8=123(LC 10) Max Uplift8— 71(LC 10). 4=-84(LC 10) Max Grav8=269(LC 1), 4=158(LC 15), 5=55(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-261/192 NOTES- 1) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=4511; L=4011; Gave=5111; Cat. II: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a five load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-&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) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 4. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. Q WARNING • Verily dedgn pamnsaran and READ NOTES ON rn S AND INCLUDED M1lEK REFERANCE PAGE MI1*7477 rev. raO. MIS BEFORE USF- Design valkl lot use only vA01 Mllek® connectors. this design Is based only upon parasneters shovel. and 6IOf an Wtvl kal txtldthG canponeni. not a Ines sysletn. Before use, the IxA cling doslpner i ntal verily the agllk<dlllly of ck sign pxxornelois and txoperly Incolpotato thisdeslon Into the overall IxAcmng design. Broci ng Incilcatod Is to prevent Ixnekting of indl LKA Inns web and/or chord motnbets only. Add111or1W temporary anal Immonent Ixacing MiTek' Is always required lot stallBty and to prevent collalno wtlh pxlsslAo personal k*ArV and pxopeAy damage. For Genetal g lcki nce negatcling One tcdxlcalbn, storage, clefivery, erection a ncl Wackng of trusses and tntss systems seeANSI/rPl I Quality Criteria, OSS-89 and 6CSI Building Component 6904 Parke East Blvd. Safety Information ov<llatle from trim Hate Institute. 218 N. Lee Street. Suite 312. Aloxtsncido, VA 22314. Tampa, FL 33610 Jobruss Truss Type oty Ply T11506571 739902 Ot Comm 2 1 Job Reference(optional) c.. , . ea oo n. o"... American Builders Supply, winter Haven. FL =00 .....,....,,..................,.,.-...,,....._.... __. __ .. . ID:P?1?ORARNiPrxtpt7fu9w5zlE50.5gEXrdMuP56rwbZosO6il UADh2Vyy5PZkn?euz1760 6.20 12.4-0 6.2-0 6-20 4x6 = 4A m I 6 4 4xa _ 2x4 II 2x4 II 6.2-0 12.4-0 6.2-0 6-20 Scale: 3/8'. V LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.06 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(rL) 0.00 4 Na rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 68 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 6=482/Mechanical, 4=482/Mechanlcal Max Horz 6=-135(LC 8) Max Uplitt6=-106(LC 10). 4=-106(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-471/229, 2-3=.471/229, 1-6= 424/236, 3.4= 424/236 WEBS 1-5=-22/287, 3.5- 22/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph: TCOL=4.2psf; BCDL=6.0psf: h=30ft: B=45ft; L=40ft; eave=51t; Cat. II; Exp B: Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 6=106, 4=106. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and *"gypsum sheetrock be applied directly to the bottom chord. Q WARNINO - Verily design pen melms and READ NOTES ON THIS AND INCLUDED M/TEX REFERANCE PACE NIF7473 rev. 160=16 BEFORE USE Design valid for use only ven MIIek® connectors. Ms cieslgn Is based orgy upon paanetois s xmx and is for an YxONdtrr6 building component, not a Irtes system. Before use. the trLdrlg cdeslpner must verify the alxtlk:abllry of design pwranelefs and properly Incolpoiale thisdesign Into the ovefall btOdng clasign. Bracing Indicated Is to prevent twcMi ng of kndlidtxl it=web and/or chord members only. Addllonal temporary and permanent blockng MiTek" Is always fegtLod lot statAlty and to prevent collapse with possible personal "and property damage. Fa general guidance rogacMg Ono lalrlcatlon, staago. clollvery, erection anU bracing of lfustes and truss systems, soeANSI/fpI I Quality Criteria, DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlamatlan avakiblle from trim Plate Institute. 218 N. Leo Street. Sulto 312. Alexandria. VA 22314. Tarpa, FL 33610 Job Truss Truss Type N T1t506572 739802 02G Hp Guder 2 t Job Reference o Lionel American Builders Supply. Wmter Haven, FL 3399e 7Z4Q a Api ,. 4..,a..,....... . _,_ . I0:P?I?ORARNtPrxtpt7fuMzIE50.20nv2zNWBPGtYl8_0idz BtNc5OBhNIZoOWZBKz176P 5-0.0 7.4.0 12.4.0 500 2.4-0 500 40 = 4x4 = 4x, 7 10 64x4 = e 4x4 = s 2x4 II 2x4 11 Scale . 1:27.0 S00 2.4-0 500 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.03 7.8 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.27 Ven(TL) -0.06 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(rL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) I Weight: 69 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=670/Mechanical, 5=670/Mechanical Max Harz 8-123(LC 6) Max Uplift8- 335(LC 8), 5=-335(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.2-730/433, 2-9- 595/424, 3-9-595/424. 3.4-730/433, 1-8- 620/361, 4.5- 620/361 BOT CHORD 7-10-331/628, 6.10=-331/628 WEBS 1-7=-333/617, 4-6-334/618 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=6.Ops1; h=30ft; B=45ft; L=4011; eave=511; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional); end vertical left and right exposed; 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.Ops1 on the bottom chord In all areas where a rectangle 3-64) 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 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=335, 5=335. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 129 lb up at 5-0.0, and 115 lb down and 125 lb up at 6.2-0, and 113 lb down and 129 lb up at 7-4.0 on top chord, and 143 lb down and 128 lb up at 5-0-0, and 50 lb down and 25 lb up at 6-2-0, and 143 lb down and 128 lb up at 7-3.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-2=-60, 2.3-60, 3-4=-60, 5.8=-20 Concentrated Loads (Ib) Van: 2=-69(B) 3=-69(8) 7=-70(B) 6=-70(B) 9=-69(B) 10=-31(B) 0 WARNING. Verily dedgn penunofere and READ NOTES ON TIO AND INCLUDED AMEK REFERANCE PAGE MIF7479 rov. 1602MIS BEFORE USE 7DesignvalidforuseonlywllhMllok® connecters 8Ys design is based orgy upon parameters shown. and Is for an individual building component, hot a hiss system. Below use. the Ix1lcing designer must verify the dp Ical)I[lty of design Ixxarneters and properly Incerporate M design Into the overall txAdIng design. Bracing Indicated Is to Ixevent txxiinng of individual muss web and/or chard membersers only Additional temporary and permanent bracing WOW is always regtlrod nor slainlly and to Ixevdml collq)so wllh posWo personal "Ay and Ixoperty damage. for general guidance tegadrlg the tdlxlcatbn. storage. delivery. erection and bxoGng of trusses and loss systems. seeMSVIPI I GuoOy Criteria. DSS-69 and SCSI Bundling Component rk rk6904PaeEast BNd Safety 1Mormaaon cw-&"e from truss Rate Institute. 216 N. Lee Sheet. Suite 312. Alexandria, VA 22314. To 33610 npa Job russ Truss Type Oty, Ply T11S06573 739802 EJ1 JACK -OPEN t t Job Reference tional u T.L IwA..a•..0 InC Fee h.n'M 1f 9Q•.a MI Pee. t Ameta:an Burldera Supply, winter raven, r-L ;M5U ' _" "' -' - ID:P?I?ORARNiPrxlpt7tu11w5zlE50-Zonv2zN WBPGiYl6_OidxHB 1 KA50?hOyZoOW ZBKzl 76P 1-0.12 1.8 1-0.12 1.8.8 Scale . 1:20.1 3x4 = 1-8.8 1.8.8 Plate Offsets (X.Y)-• 12:0.2-0.0.1-121 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.28 Ven(rL) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.05 3 rVa rVa BCDL 10.0 Code FBC2014/rP12007 Matrlx-M) Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 5=163/0-3-4, 3=22/Mechanical, 4=12/Mechanical Max Horz 5=125(LC 10) Max Uplift5- 22(LC 6), 3- 65(LC 10). 4- 61(LC 10) Max Gravy=163(LC 1), 3=43(LC 15), 4=52(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10: VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf: h=301t; B=45111; L=40ft; eave=5ft; Cat. II; Exp B: Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical left 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 100 lb uplift at joint(s) 5, 3, 4. 6)'Semi-ngid pitchbreaks with fixed heels' Member end fixity, model was used In the analysis and design of this truss. Q WARNINO - Veft design parameters and READ NOTES ON TNt3 ANDWCLUDED MREK REFERANCE PAGE M9.7473 rev. I4110MIS BEFORE USE Design valld to use only With Mitek9conraclos. this Ueslgn is Ixwd orgy upon fjarameters shown, and Is for an IndlNtAal building component. not a lam system. Below uso. thlo "dung dosignut mtrst verify Ilse ap pilcalNl fy of design parameters and piopedy kx;oporato this design Into Ile overall AddlilolaltompxxaryandIxaclrgM iTek' lxAdingdesign. witting Indicated is to rXOVOnl txrcIdIng or lnclMduat truss web and/a chard memlors only. rormarwnl 6 always tectu red nor slotAlly and to prevent collapse YAM possONe personal it*" and pxopony damage. for general gulda co regarding the kUlcollm slodgo. d oilvery, erection and Ixactrlg or tnmes and Mm systems, so"NSI/IPI I Quality Criteria, DS11-89 and SCSI 8uildlng Component 6904 Parke East Blvd Tampa. FL 33610 Safety Infomatlon ovcAatlle from truss Plate Institute, 218 N. too Street. Suite 312. Aloxandda. VA 22314. Job Truss Truss Type N T11506571 739802 EJ2 Jack -Open 2 t Job Reference (optional) American Builders Supply. Winter Haven, FL =880 '• ^v •• "'•" M SK '•" .. ID:P?I?ORARNrPrxtpt7luMzIE50-t CLHGIN9w10Z9uiA_08AgPZUZVk OtCt12G6jnz1760 t 4.12 1.10.8 1 Q-1Q 1.10.8 r 5 30 = 1•10.8 11.10.8 Scale . 1:20.5 Plate Offsets (Y Y)-- 12:0.2-0.0.1-121 PLATES GRIP LOADING (pst) SPACING- 2.0-0 CSI. DEFL. In poc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ved(LL) 0.01 4.5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) 0.01 4-5 >999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 3 We We BCDL 10.0 Code FBC2014(rP12007 Matrix-M) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc puffins, except BOT CHORD 20 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 5=167/0-5-4, 3=29/Mechanical, 4=14/Mechanical Max Horz5=128(LC 10) Max Uplift5= 20(LC 6). 3= 67(LC 10), 4= 55(LC 10) Max Grav5=167(LC 1), 3=49(LC 15). 4=51(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.OpSf: h=30ft: B=4511; L=40111; eave=5fl; Cat. It: Exp B; Encl., GCpi=0.18: MW FRS (directional) and C-C Extedor(2) zone; end vertical left 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 100 lb uplift at joint(s) 5, 3, 4. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fIxIty model was used In the analysis and design of this truss. Q WARNING . Verily dedgn parernatere and READ NOTES ON INS AND INCLUDED M1TEK REFERANCE PAGE A19.7173 rov. 1003,2016 BEFORE USE. Design valid tot use only vAlh MIIekb connectors Iltts design is Ixztxl only upon parameters shown. and Is for an Individual Ixddlr1U component. riot a Inns system. Before «se. the 1x11dng doslgnot rural vent' the apt)IIcaIrtlly of desion pxaameters and properly Incorporate tills drafgn Into the overall only. Addtklml temporary and peffrKMni btoChV WOWbtadincldesign. Racing Indicated Is to prevent buckling or Ixt AckKd Intl web and/or chard momb ers is always tecplred for stability arxd to ptovent collapse elm pos*Ae IormO k*jry and properly damage. For general guidance tegadtng the tatxlcalbn slonago. dollvety, erection tnd Iracllg or tnnses and Join systems. sceANSI/IPI I Quality Criteria. OS6d9 and SCSI Butldlny Component 6904 Parke East Blvd. Safety Information ovtllable from hurt Plato 9utlMe. 218 N. Leo Sheet. Sulte 312, Alexandria, VA 22314. Tampa. FL 33610 Job fu56 Truss Type 0 ty ply Ttt506575 739B02 03 Jack -Open 4 t Job Reference(optional) Amencen Buildere Supply. Wieler Haven, FL 33080 , v-.v 6 -Vi ,. .......... o...A.......4Z. ...... ... ,,_.. .._ .. __._. __.. . _,_ . ID:P?I?ORARNiPrxtpt7tu9w5zlE50.1CLHGIN9wjOZ9utA O8AgPZUOVkuOICil2G6jnz1760 1.0.12 1.11.4 1-0.12 1.11.4 5 30 = LOADING (pst) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 10.0 Lumber DOL 1.25 BC 0.30 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014frPI2007 Matrix-M) DEFL. In poc) Well Ud Ven(LL) 0.01 4-5 >999 240 Vert(rl-) 0.01 4-5 >999 180 Horz(rL) -0.06 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=168/0-3.4, 3=32/Mechanical, 4=15/Mechanical Max Horz5=129(LC 10) Max Uplilf5=-19(LC 6), 3_ 68(LC 10), 4= 53(LC 10) Max Grav5=168(LC 1), 3=51(LC 15), 4--50(LC 8) FORCES. (lb) . Max Comp/Max. Ten.. All forces 250 Qb) or less except when shown. Scale . 1:20.6 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 1-11-4 oc puffins, except end venicals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.0psf; h=3011; B=451t; L=40ft; eave=51t; Cat. II; Exp B: Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; end vertical left 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 100 lb uplift at joint(s) 5, 3, 4. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. III& WARNING • Verily dedgn patametete end READ NOTES ON THIS AND INCLUDED AIREK REFERANCE PAGE UP-7473 rev. I"3MIS BEFORE USE DWw vaild lox use" with Ml lek® con neclors. Rnls de*p h b=s cl only tom rxaamotem shover. aril h la an fxOvlckal brlldi ng component, not a Was system. Botoro u so. the lxBdhrg designer mtat verily the g4AIcN>tlry or de*p r"ameters oW property Incorporate Mh doslgn Into the overall brllatV dosign. 9ac rg Indicated is to prevent buckling of Individual truss web and/or chord memban orgy. AdcIDkxncif temrxuary and permanent b rac-kv M iTek' is always loqured for stabllly caul to pxovonl collapw wpm Ixsaanle personal I nKey and rxolxKly damage. Far general guldo nce legaalng rho abrbatlon. slorage. delivery, erection acid bracing or tntsm( W Inca syslcmA SooANSI/fPll Quality Criteria. OSS-89 and SCSI afflicting Component 6904 Parke East Blvd. Safety Information ovallable Roan truss Rate aualuto. 218 N. Leo Street. Sure 312. Alexandria. VA 22314. Tempe. FL 33610 Job Cuss Truss Type 0 N T115o6576 739802 US JACK -OPEN 8 1 Job Reference bona o.. Arnarrcan Builders supply• wrniar maven. t-L a:mau ......,...P....., .., ....... ..........,,.. ..._. ID:P?I?ORARNiPrxtpt7fu9w5zl E50-VPvrTeOnhOW On2HNY8f PMc6i 1 v409KRsfi?gFOz 176N t-04 5-0-0 t-0-0 5-0-0 Scale . 1:18.9 Sx6 = S-0.0 ti4n 1 LOADING (psi) SPACING- 2-" CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.42 Vert(LL) 0.03 4.5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.07 4-5 >854 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.02 3 rVa n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. OTHERS 20 SP No.3 REACTIONS. (Ib/slze) 5=269/0-4.0, 3=129/Mechanical, 4=54/Mechanlcal Max Horz 5=123(LC 10) Max Uplift5- 71(LC 10). 3=-81(LC 10) Max GraV5=269(LC 1). 3=130(LC 15), 4=89(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=30ft; 8=451t; L=4011; eave=5ft; Cat. 11; Exp B; Encl.. GCpi=O 18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to thus connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. I& WARNING - Verfly deOgn panmefers and READ NOTES ON THIS AND INCLUDED AIREK REFERANCE PAGE UD-7473 ray. 14110MIS BEFORE USE. Design valid lot use orgy wilt, Mllek®conneclers. this design Is based orgy ulm patamelers shown. and is lar an Individual Wilding component not a lures syslom. Before use. the IxAtdDlg designer must verily the c4)jAIcddMlly, of design 1draT1e1e11 and IxoPerly Incoipotalo INs design Into Imo overall txAdlrlg design Bracing Indicated Is to provonl buclding of InaMdual truss web ad/or chord moinbeis only. Additional temporary and porrnalenf Ixacov M iTek' Is always required for stalwlly and to prevent colloM Win possible personal INiay and Ixoporty, damage. For general guidance regarding the faixk:olim storage, delivery, erection and b(oelno of busses ad Inns systems saeAHSI/rPI I Quality Cdterla. OSS-69 and SCSI Guiding Component 6904 Parke East Blvd. Safety Information avalfic"o Dorn truss Rate D1s11Me. 218 N Leo Street. Suile 312. Alexandria. VA 22314. Tarlpo. FL 33610 Job cuss Truss Type ty T11S06577 739802 EJSA Jack -Open 6 t Job Reference bona C.: .... on 7a•I 7f117 Pn,u f Amafx:an tlY110af8 Jupply, WIn101 Woven. rL.eJOW .__..r. .___._..... _.. ...___. _.. ____ 10: P?I*)ORARNiPrxtpt7fu9w521 E5O-VPvfTeOnhOWOn2HNY6fPMc6cGv?g9KRsFi?gFOz 176N 1-0.12 4-11-4 1412 4-11.4 4x6 = 4- 114 en f.w Scale . 1:25.6 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.79 Ven(LL) 0.06 4.5 923 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.52 Ven(TL) 0.07 4-5 852 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.15 3 n/a We BCOL 10.0 Code FBC2014/TP12007 Matrix-S) Weight: 20lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 5=271/0-3-4, 3= 1 29/Mechanical, 4=5 1 /Mechanical Max Horz5=172(LC 10) Max Uplill5— 31(LC 10), 3=-104(LC 10), 4— 5(LC 10) Max Grav 5=271(LC 1), 3=136(LC 15), 4=90(LC 3) FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl; h=30ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp 8; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 inks connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )oini(s) 5, 4 except 61=1b) 3= 104. 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNWO . Vedly dedirn pstivo rere and READ NOTES ON DO AND WCLUDED MrfEK REFERANCE PAGE M67473 rov. 10=02016 BEFORE USE Design vaikl lot use only wine MlloM conneectors. BYs design Is based only upon Ixxarneters Sown. and is rot an Individual tmWlr%g component, not a truss system. Before use, the txBding designer must vodfy the agxloabtlty of design lxtranneters and proporly Incorporato me design Into the overall Additional lemlxxary and permanent lxachtg MOW txedIWdesign. Bracing IndIcaled is to prevent buckltrq of Individual Inrst web and/a chord members only. is always regnlred lot staiAlty and to lxevent collolzo wllh possblo personai 6*ry and lxoperly danage. nor genera guidance regarding the fabk: alkxt. storage. dollvery, erection and txaci ng of trusses and taus systems soeANSI/TR I Quality Criteria. DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Intamanc n ovdiaxo from hues Rate Institute. 216 N. Lee Street. Sulte 312. Alexandria, VA 22314. Tarrpa. FL 33610 Job ruse Truss Type 0ty T115o6578 739802 EJ7 JACK -OPEN 2 1 Job Reference floral o. American tsumets suppy vvrmer rwven, M aaeev- ID:P?I?ORARNrPndpt7fuMzl ESO-VPvfTeOnhOW On2HNY8fPMc6dzv?19KRsFi?gFDz 176N 1-0-0 7.0.0 1-0-0 7 00 6x6 = 7.0.0 7.0-0 Scale . 1:24.4 Plate Offsets (X Y1-- 15.0-2-8 0.3-31 LOADING (psi) SPACING- 2." CSI. OEFL, In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ven(LL) 0.11 4-5 >776 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Ven(TL) -0.27 4-5 >301 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.06 3 rVa n1a BCDL 10.0 Code FBC2014lrP12007 Matrix-S) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 5=346/0.4-0, 3=187/Mechanical, 4=79/Mechanical Max Horz5=161(LC 10) Max Uplit15— 78(LC 10), 3=-116(LC 10) Max Grav5=346(LC 1), 3=188(LC 15), 4=126(LC 3) FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5-289/241 NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.0psf; h=30ft; 13=4511: L=4011; eave=5f1; Cat. It: Exp 8; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(S) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 5 except Qt=lb) 3= 116. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 4' gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Veft ded fin parameters and READ NOTES ON THIS AND INCLUDED Ml7EK REFERANCE PAGE M67472 rev. MUMS BEFORE USE. Design valid for use only Win Mtlek9connectors. Rtts design Is based only upon parameters sflown and IS la an individual Wldlrvj component, nor a tnua system. Before use, the building designer must verify the gxtllcablilty, of design paamolcrs ad prop edy hcorpouate thisdesign Into the overall bxtldho doslgn. Bracing Indicated Is to prevent Lxrckling of Indlvidu l truss web and/of chord members only. Additional temporary and p efmonent bracing M iTek' Is always tegtlred for stability and to prevent eo9gro Win possible porsorwl injury and Ixopeny damage, For genotdi gtldatce regarding the lobxh_albn, storage. dklNety, etoctton and tracing of trusses and tnrA systems. seeANSI/1PI1 Quality CdteAa, OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avallabtle from truss Rate Institute. 218 N. lee Street, Suite 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type oty pry Tnso6s79 739902 EJ77 JACK -OPEN e Job Reference Lionel American Builders supply. Wm,er Maven. FL 339ea ,.o`0, • AV. i • &vow m" •% mm.a;o •• •^". • v r— •"' • • "' • • • .v I D:P?I?ORARNiPrx(pt7fuMzIE50_bT t n_PPSKeHPCs25rAevgfmEJPkulM?ULIDn1z 176M 1-0-0 2d-0 _ 7-0-0 1-0-0 2d-0 4-0-0 Stale . 1:24.4 22.4d-0 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ven(LL) 0.29 7 >277 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Ven(TL) -0.43 7 >191 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.21 5 We n/a BCDL 10.0 Code FBC2014/TPI20O7 Matrix-S) Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=346/0.4.0, 4=218/Mechanical, 5=47/Mechanical Max Horz 8=161(LC 10) Max Uplilt8— 78(LC 10), 4-125(LC 10) Max Grav8=346(LC 1), 4=220(LC 15), 5=95(LC 3) FORCES. (Ib) - Max. ComplMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2-8=-351/225 NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDl--4.2psf; BCDL--6.Opsf; h=30ft; B=451t; L=4011; eave=5ft; Cat. II; Exp B; Encl., GCpf=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces 1ft MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 8 except at=lb) 4=125. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Verily design panmetan and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PACE MIF7473 rev. I&CMIS BEFORE USE Design vdkd lot use only with MI lak® conneclois. this design Is based orgy ulm parameters Mown, and is tot an h4vidud bBdtng component. not a Inns syslotn. Before use, the building dwignet rmrsl verify the g4:41cabAlfy, of design patatnolors arnd properly Inc ipoiOlo this design Into the overall lAdding design. Bracing In ckaled Is to prevent buckling of Individual truss web and/or cteld members only. Additional temporary, and permanent baylnng M iTek' Is always required for s1al791ty, and to prevent cdtalxe with poss9Ne personal hlpay aW Ixoperty damage. For general Quldance regad ing the IcifAcdnbn. storage, delivery• erection and bract ng of frusses and fnrs systems. weANSMI I Quality Criferia, OSS49 and SCSI Building Component 6904 Parka East Blvd. Safety IMarmatlotr ovallable from fruts Plate institute. 21B N. Lee Street. Suite 312. Alexandria. VA 22314. Tarrpa, FL 33610 Job fuss Truss Type 0ry TI1506580 739802 EJPW JACK•OPEN SUPPORTED 2 t Job Reference ttonal P Amencan Builders Supply. Winter Haven. FL 33880 6-0.0 r "_0 2x4 7 640 s Apr 19 2016 MtTek Industrtas, one. Fri Jun 30 11 29.43 —1, age 1 ID: P?I?ORARNiPrxtpt7fu9w5zlE50_bT1h_PPSKeHPC5Z5rAevgtx4JShulb?ULIDnfz176M 6 5 4 2x4 = 20 II 20 II LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 10.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2014/TPI2007 Matrix) DEFL. In poc) Vdefl L/d V@n(LL) n/a n/a 999 Ven(rL) Na n/a 999 Horz(rL) -0.00 4 rVa rVa LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. Qb/size) 6=94/5-0-0, 4=43/5.0.0, 5=239/5.0.0 Max Horz6=89(LC 10) Max Uplift4— 11(LC 10), 5=-101(LC 10) Max Grav6=94(LC 1), 4=43(LC 1), 5=243(LC 15) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown. Smote . 1:18.9 PLATES GRIP MT20 244/190 Weight: 22 Ile FT = 20% Structural wood sheathing directly applied or 5.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUI11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psh h=3011; 6=45ft; L=40ft; eave=21t; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 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.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 6 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 4 except Qt=lb) 5=101. 10)'Seml-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING • Vadfy dedgn perametam and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67473 rev. MALMOIS BEFORE USE Design vailcd too use oNy wllh Mltek® connectors. Oats doslWl Is bored only upon pteor naters stxAvn. and is for cn roxlWlduxst huldlne component, nor o truss system. Before use, the 1xB(9r><l deslgrxx must verify the ar)tllcal111 fy of design Ix uameleos and Ixor3edy hcooporalo this (lesion Into the overall txBdng closlgn. Bracllg Irxilcated Is to proven) buckllrt0 of lndMdual buss wob ana/or chord members only. Ad(911onc9 lomporaryand I)onnanent txactng M iTek' is clways rogJred (of sWbglly and to Ixevenl colla{ze wllh possaNe personot Ir"y and pfopeny danago. For gonoal guldaoo togarcling the fabrlcallm storage, delivory, e(ectlon and IxacIng of trusses and Inss Mlerns. sooANSI/IPl1 Quality Cdterla, OSS-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information ovcacdxe room truss Plate Instrute. 218 N. too Slreot. Suits 312. Aloxanddo. VA 22314. Tampa. FL 33610 Job runs TFUSS Type oty Ply T115065e1 739802 FIG Roof Spacial Girder 2 2 Job Reference(optional) Amerman Builders Supply. winter maven. r•L smm . -,.,,... __.,...... _.....---...__..._.... ---- -- - -•--• _ - -- - - - --- _ I0:PSI?ORARNiPrxlpt7(u9w5zlE5O-Sn 1 OuKOI Dem8OMRIfZitR IS I KIW(d_Z8j?UmK6z 176L 4.0-0 6.1-0 8.84 t2.2.0 4.9-0 1•s-0 2.7.4 3T12 600 12 Sx8 II 5x8 MT20HS Scale . 1.24.8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in poc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Ven(TL) -0.20 6-7 >719 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.02 5 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood Sheathing directly applied or 3-9-0 oc puffins, except BOT CHORD 2x8 SP 240OF 2.0E and verticals. WEBS 20 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 1.8: 2x6 SP No.2, 2-8: 2x4 SP No.2 REACTIONS. (lb/size) 8=6003/0-4-0, 5=6427/0.4-0 Max Horz8=-91(LC 25) Max Uplift8=-1380(LC 8). 5=-1447(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2-302f75, 2.3-874612024, 3.4_ 8868/2063, 4-5=-8979/2024 BOT CHORD 8-12— 1732/7950, 12-13=-173217950, 7.13=-17321`7950, 7-14=-1245/5776, 14-15=-1245/ 5776, 15.16-1245/5776, 6-16=-1245/5776, 6-17=-1759/7952, 5-17— 1759l7952 WEBS 2.8=- 8817/2016, 2.7=-243r734, 3-7=-1168/5169, 3-6=-622/3484 NOTES- 1) 2- ply truss to be connected together with 1 Od (0.131-x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0.6.0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 OC. 2) All loads are considered equally applied to all plies, except 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 roof live loads have been considered for this design. 4) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf; h=30ft: B=4511; L=40111: eave=511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurtent with any other live loads. 8) - 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=1380, 5=1447. 10) ' Semi -rigid pitchbreeks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1854 lb down and 434 lb up at I.10.0, 1854 lb down and 434 lb up at 3-10-0, 1854 lb down and 434 lb up at 5.2.14, 1479 lb down and 341 lb up at 6.6-14, 1479 lb down and 341 lb up at 8-2-0, and 1479 lb down and 341 lb up at 9.9-2, and 1479 lb down and 341 lb up at 11-4-4 on bottom chord. The desigrUselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Q WARNING • Verify design parartmten and READ NOTES ON rxis AND INCLUDED ADTEK REFERANCE PAGE MA67472 rev. IMMOIS BEFORE USE Design vakl for use only vAth Mlfek® connectors. this design IS based only upon "orneters VV)Wn. and 1S For Cn IndA4dual txAdkV comlxxnenf. rot o liuss systwn. Before use. the txQding designer must verity the cp olcotAlly of duslgn txnceneters and Ixopedy Incorporate this design Into the ovoral btAang design. Racing indicated Is to rxevent txwldlr p of Individual mm web arxf/or chord members only. Additional lemlxxary and permanont txocin0 M!Tek' Is always iecphed tot slabl lty and to rxevent collorAe vAth lxm8xe persona Inpay and Ixolwny damage. For genoral g ldo nco regarding the latxlcolbn stotclge. delivery. erection and Macing of lames and Mm systems, sm-ANSI/iPI I Quality Critedo, OSS-89 and SCSI Building Component 6904 Parke Easl Blvd. Safety Information ovalatxe from form Plato institute. 218 N. Lee Street. Suito 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type tY ply T11606SSI 739802 F1G Root Special Girder 2 G Jab Reference tional An*(Wan tsaaera suppry. WM16r Maven. M .taaav ID:P?I?ORARNIPrxtpt7tu9w5zlE5O-Sn 1 OuKO10em60MRIf2itR 1 B 1 KIkXd_Z8j7UmK6z 176L LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2-60, 2-3=-60, 3-5-60, 8-9=-20 Concentrated Loads (lb) Vert: 11=-1479(B) 12-1854(B) 13-1854(B) 14=-1854(B) 15— 1479(B) 16=-1479(B) 17-1479(8) wARNwa - verily dealyn peramotwt and READ NOTES ON TN16 AND INCLUDED JW1rEK REFERANCE PAGE MA747J rov. Iae=015 BEFORE USE. Desten vatid tot use orgy wtfrl MllekO COMOClors. Ihfs design B basocl orgy ulm parameters shown. and Is for an hldh4d ual txflalrlg component. not a Was system. Before taro. Ito Ixdlding cleslai" must vedfy, the alxlllcatAlty, of design, pcoamelers aryl prolwdy Mcorporato this closign Into Ito ovotall bxadng design. Brachg Indicated Is to provonl buclding of IrldlvkJucd truss web aril/ot chord members orgy. Adcflllonal lem"M and permanonl lxocing M iTek' h envoys to l tred for stalAlly, and to fxeyenl collapse wllh possible poisonal tytay and property damage. For general gulclance regarding Ito falxlcallM slarage. clellvofy, erection aril bfaChlg of lAmes and truss systems. sOaANSI/fPI I QW111y CAteda, OSS-89 and SCSI BulkM9 Component 6904 Parka East Blvd. Safety Information avaBalllo from buss Rate hutlMe. 218 N. Leo Street. Sidle 312. AlexarK#kL VA 22314. Tampa. FL 33610 Job Truss Truss Type oty Ply T11506582 730002 F2G Root Special Girdar 2 1 Job Reference lions t Dw Amancan Durraars auppry. Y 61 ..__-_..r..___._.__._..______-__,_._ __.__- ID:P?I?ORARNiPrxlpt71u9w5z1E50•wzbo5g01 xu?eWOxOG08_FkGT60vMc41ylEKsYz178K 3.0-0 5-0-0 7.24i 12.2-0 13.2.0 3.0-0 24-0 2.2-0 5-0.0 4x4 = 4x4 6.00 FIT Scale . 1:23.1 9 30 = 4x4 II LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.04 8-9 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) 0.10 8-9 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) 0.02 6 rVa We BCOL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD SLIDER Right 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 9=678/0-4-0, 6=754/0-4-0 Max Horz9=-86(LC 8) Max Uplift9=-148(LC 8). 6=-198(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-933/210, 3-4=-886/199, 4-5=-954/237, 5-6=-490/0 BOT CHORD 9-14=-128/835, 8-14=-128/835, 8.15=-118/852, 6-15- 118/852 WEBS 2-9=-9621253, 3.8=0/271 PLATES GRIP MT20 244/190 Weight: 63 lb FT = 20% Structural wood sheathing directly applied or 5.9-8 oc puritns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=8.0pst: h=30ft; B=45ft; L=401t; eave=5ft; Cat. If: Exp 8; Encl., GCpi=0.18; MW FRS (directional); 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 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except 61=1b) 9=146. 6=198. 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) 105 lb down and 107 lb up at 5-0-0, and 241 lb down and 242 lb up at 7.2.0 on lop chord, and 120lb down at 5.0.0, and 120 lb down at 7-1-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility at others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4.7_ 60, 9-10=-20 Concentrated Loads (lb) Vert: 3= 69(F) 4=-167(F) 14=-87(F) 15=-87(F) Q ~Nwa . verity ciedpn puametwe end READ NOTES ON THIS AND INCLUDED N?EK REFERANCE PAGE NP74M mv. 1602MIS BEFORE USE. Design valkl for me only vAln Mllek®conneclots. Mis desiM Is based only upon rxaomelers Yawn. and Is fa an IndMdua tmldlnrj cornponent, not a tras syslcrn. delote use, the 1x11dng dr-•sigrxr must verily Iho arXloabllty, of dos0i prnameters and polxrly motpaale this cosign Into Ire ovelar t dkV cosign. Bracing Indicated Is to prevent txtcMhV of IndMdual truss web and/of chard members only. Additional temporary and permanent txacing MiTek' Is ahvaM regslred for atatAlty, as to (Noveni collaIXG with I)0 8 personal Irnlrry and propeny damage. For general guidance fagarcing the fatNICallM Slertrge, delivery, aocton anal tracing of trusses and truss systems soc-ANSUTPI I Quality CdtMa, OSS-89 and SCSI eulWtrp Component 6904 Parke East Blvd. Safety Information avallallo from truss Rate Ins11Me. 218 N. toe Street. SIllo 312. AtexanUda. VA 22314. Ten". FL 33610 Job Truss Truss Type oty Ply T71506553 739802 FG1 FLAT GIRDER 2 2 Job Reference Lionel American Buttdere Supply. Winter Haven. FL 33880 7 640 6 Apf Is 2010 m..On .,.. -. - . _e_ . 10:15gjgrOgL3bt90B_nJeOlhzlb2u-OA9AJORHIFOsGgb8n_kLXSHGIW P25_cRAJztO_z176J 0 t 3.10 11 7.5.11 11-0.10 1d•7.9 1 2-9 21-11.12 22 •4 0 6 38.3 36.15 36.15 36 t5 36 15 3.9.3 0 •8 Scale . 1 38.8 3x4 11 4x6 = 4x4 = 4x8 = 5x6 = 4x6 = 30 = 1 15 16 2 17 1a 3 18 20 4 21 22 5 23 24 6 25 7 14 26 t3 27 2812 28 I1 30 31 32 8 33 8 4x6 — 4x4 = 7x8 — 2x4 11 4x4 = 4x4 = 4x6 = 1.5x8 STP= ylra 310.11 1 7-5.11 --I 11-0.10 1 14.7.8 18.2.8i 22-1.4 , 0•11-9 Plate Offsets (X Y)- 3.9-3 3-5.153-6-IS 15.0-3.0 0-3-01 112.0.3-00-4.81 a- o-ra LOADING ( pst) SPACING- 2.0-0 CS1. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Ven(LL) -0.38 11 684 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(fL) -0.81 11 322 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.63 Horz(TL) 0.08 8 n/a We BCDL 5.0 Code FBC2014/TPI2007 Matrix-M) Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* BOT CHORD 1- 14,7.8: 2x6 SP No.2 REACTIONS. ( lb/size) 14=228210-7-4, e=2054/0-4.0 Max Horz 14— 29(LC 22) Max Uplift 14=-371(LC 4). 8=-292(LC 5) Max Grav 14=2447(LC 30), 8=2272(LC 28) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-14=-710/47. 1-15=-764/89, 15-16=-764/89, 2-16=-764/89, 2.17=-6398/1128, 17. 18— 6398/1128, 3-18=-6398/1128, 3-19=-9180/1871, 19-20=-9180/1871, 4- 20— 9180/1871, 4.21=-9126/1898, 21-22=-9126/1898, 5-22=-9126/1898, 5. 23=-6601/1266, 23-24=-6601/1266, 6.24=-6601/1266, 6-25=-el3/92, 7-25=-813(92, 7- 8=-417/0 BOT CHORD 14-26=-1128/6398, 13.26— 1128/6398, 13-27=-1876/9146, 27.28=-1876/9146, 12. 28=-1876/9146, 12-29— 2473/10167, 11-29=-2473/10167, 11-30_ 2473/10167, 10- 30=-2473/10167, 10.31=-1901/9075, 31.32=-1901/9075, 9-32=-1901/9075, 9- 33=-1266/6601,8-33=-1266/6601 WEBS 2-14=-5818/1089, 2-13=-683/532, 3.13=-2842/1587, 3-12=-663/300, 4-12=-10251765, 4-11=-509/237, 4.10=-I077/754, 5-10=-626/341, 5-9=-2565/1636, 6.9=-774/422, 6-8=-5975/1212 Structural wood sheathing directly applied or 2-9-3 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc, 2x4 - 1 row at 0.9.0 oc. Bottom chords connected as follows: 2x6.2 rows staggered at 0-9.0 oc. Webs connected as follows: 2x4 - 1 row at 0-" oc. 2) All loads are considered equally applied to all plies, except It noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7- 10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=301t; B=45ft; L=40111; eave=511: Cat. 11; Exp B; Encl., GCpi= 0.18; MW FRS (directional); end vertical tell exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) The solid section of the plate is required to be placed over the splice line at joint(s) 12. 6) Plate(s) at joint(s) 12 checked for a plus or minus 2 degree rotation about its center. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 14=371, A=292 0 WARNING- Va fy design panunofae end READ NOrES ON THIS AND INCLUDED WTEK REFERANCE PAGE Mn-7472 rev. I&VIW IS BEFORE USE 7 Design vdkl fa useonlyvAmMllek®cormeclors. Ills design Is rased only upon P=amoters Yawn. and Is for an Individual txANng component. not a truss us system. Before e. thebuildingdesigner must verify the alxllk,cdAry of design rxnamelets and Ixopedy IncorporateOls design into the ovadl only. Additional temporary and pennanont ixaci g MiTek' bulding design. (acng IndicatedIstopreventbucklinggofIndividualtrussweband/or chord members is always ro%&od fot sfallllly arkd to txovent coflogne wllh Dos )le rjoisordi"and lxop erty damage. For gonna guick=o reWdInlg 01e klxlcctlbn, stooge. delivery, erection end! tracing of tnrssescnd truss system& sec-ANSI/1PII Qualify Criteria. OSS-89 and SCSI BuklIng Component 6904 Parka East Blvd. Safety =Motion available from lrtas Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tanga. FL 33610 Job Truss Truss TWO af% Ply Tt1506563 739802 FG1 FLAT GIRDER 2 2 1 Job Reference tional American auaa•r•ouppry. •vmmr n•vn, rr. a.a••u -'--'+' '---'- ---- -------- --- - -- - 10:15gjgrOgL3bt908 nJeOlhzlb2u-OABAJORHIFOsGgb8n_kLXSHGIWP25 cRAJztO_z176J NOTES- 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13. 14. 15. 16, 17. 18. 19. 20, 21. 22. 23, 24, 25. 26, 27, 28. 29. 30, 31 has/have been modified. Building designer must review loads to verity that they are correct for the Intended use of this truss. 11) 'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 312 lb down and 133 lb up at 0-2-12, 94 lb down and 77 lb up at 1-1-1, 129 lb down and 88 lb up at 3-1.1, 610lb down and 308 lb up at 5.0-8, 2331b down and 189 lb up at 8-2.12, 90 lb down and 26 lb up at 10-2.0. 90 lb down and 26 lb up at 11-3-4. 90 lb down and 26 Ib up at 12-4-8, 233 lb down and 189 lb up at 14-3-7, 610 lb down and 308 lb up at 17-6.0, and 175 lb down and 92 lb up at 18-0-8, and 175 lb down and 92 lb up at 20-0-8 on top chord, and 48 lb down and 28 lb up at 2.0.0, 48 lb down and 28 lb up at 4-0-0, 299 lb up at 5-3-0, 305 lb up at 7.3-0, 305 lb up at 9-3-0, 305 lb up at 11-3-0, 305 It) up at 13-3-0, 305 It) up at 15-3-0. 299 lb up at 17.3-8, and 48 lb down and 28 lb up at 18-0-8, and 48 lb down and 28 lb up at 20-0.8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-17— 180, 17-24=-100, 724— 180, 8.14=-10 Concentrated Loads (lb) Vert: 1=-312 13=-48(B) 4-26(B) 11=148(B) 9=-48(B) 6=-169 15=-94 16-95 17=-610 19=69(8) 20=-26(8) 21=-26(8) 22=69(8) 24-610 25-169 26=-48(B) 27=120(8) 28=148(B) 29=148(8) 30=148(B) 31=148(8) 32=120(B) 33-48(8) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-17=-160, 17-24=-80, 7-24=-160, 8-14=-10 Concentrated Loads (Ib) Vert: 1=-273 13-41(8) 4=-26(8) 11=148(8) 9=-41(8) 6=-152 15=-81 16=-87 17=-540 19=40(8) 20=26(B) 21=-26(8) 22=40(B) 24=-540 25=-152 26-41(8) 27=120(B) 28=148(0) 29=148(B) 30=148(B) 31=148(8) 32=120(B) 33-41(B) 3) Dead + Uninhabitable Atilc Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.17=-100, 17.24=-20, 7-24=-100, 8.14=-30 Concentrated Loads (lb) Vert: 1=229 13=-22(8) 4=-70(B) 9-22(8) 6=-149 15=-53 16-91 17-498 19=-138(B) 20=-70(8) 21=-70(8) 22=-138(B) 24=-498 25=-149 26=-22(B) 33=-22(8) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-48, 17-23=32, 23-24=22, 7.24=-58, 8.14=-6 Horz: 1.14=18 Concentrated Loads (lb) Vert: 1=95 13=24(B) 4=-19(B) 9=24(B) 6=49 15=58 16=36 17=255 19=23(B) 20=-19(B) 21=-19(B) 22=25(B) 24=264 25=49 26=24(B) 33=24(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-58, 17.18=22, 18.24=32, 7.24-48, 8-14=-6 Harz: 1-14=-22 Concentrated Loads (lb) Vert: 1=102 13=24(8) 4=-19(8) 9=24(B) 6=40 15=62 16=46 17=264 19=23(B) 20=-19(B) 21=-19(B) 22=23(8) 24=255 25=40 26=24(B) 33=24(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-101, 17-24=-21, 7.24— 101. 8.14=-10 Harz: 1-14=31 Concentrated Loads (Ib) Vert: 1=133 13=28(B) 4=26(8) 9=28(B) 6=92 15=77 16=88 17=308 19=142(B) 20=26(B) 21=26(B) 22=142(8) 24=308 25=92 26=28(8) 33=28(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17-101, 17.24=-21, 7.24=-101, 8-14-10 HOrr 1-14=-9 Concentrated Loads (lb) Vert: 1=133 13=28(B) 4=26(8) 9=28(8) 6=92 15=77 16=88 17=308 19=142(B) 20=26(B) 21=26(8) 22=142(8) 24=308 25=92 26=28(B)33=28(8) 8) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-50, 17.24=30, 7.24=-50, 8-14-6 Horz: 1-14= 28 Concentrated Loads (Ib) Vert: 1=97 13=24(B) 4=-19(B) 9=24(B) 6=42 15=59 16=39 17=257 19=26(8) 20-19(B) 21=-19(8) 22=26(8) 24=257 25=42 26=24(B)33=24(6) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-65, 17-24=15, 7.24=-65, 8.14=-6 Harz: 1-14= 28 Concentrated Loads (lb) Vert: 1=108 13=24(B) 4=-9(8) 9=24(8) 6=56 15=64 16=53 17=271 19=60(8) 20=-9(B) 21=-9(B) 22=60(8) 24=271 25=56 26=24(8)33=24(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1.17=-101, 17-24-21, 7-24=-101, 8-14=-10 HOrZ.' 1-14-15 Concentrated Loads (lb) Ven'1=133 13=28(B) 4=26(B) 9=28(B) 6=92 15=77 16=88 17=308 19=142(B)20=26(8)21=26(B)22=142(8)24=308 25=92 26=28(B)33=28(6) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Q WARNING - Verily dedgn pmunwam and READ NOTES ON ru S AND INCLUDED AOTEK REFERANCE PAGE AM74n rev. laWMIS BEFORE USF- Design valid for use only vAlh Mltek® connectors. RYs design Is based only upon parameters shown. and is rod an hdhAdtrd txAdrtg component. not a trim system. Before uso, the building designer mtal verity the applk abAlly of deslgt p ata r neters and property Incorporate IM design Into the oveldl Additional temporary arv.1 permanent bracing WOWtxAlc&V design. Bracing Indicated Is to prevent txrckllrg of trltllvkW trim web and/or chord members only. Is always teclukad for stability and to prevent collapse vAth poaliro personal h0.ay and pnotorty damage. For general guidance regarding tho fabrication. storage, dollvory, erectlon and bracing of tames and Inm syslems. seeANSI/IPI1 Cruallty Criteria, OSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ava liable from truss Plato Institute. 218 N. Lee Slroel, Sulle 312. Alexandria. VA 22314. Tango, FL 33610 Job Truss Truss Type 0 N IY Tt1508583 730802 FGi FLAT GIRDER 2 2 Job Reference diesel American Builders Supply. winter Haven. rL :rsaau ..........,.... ,, .., ....,.., ... __.. __ .. --"- --.. _ IDA5gigrOgL3bt908_nJeOlhzlb2u•OA9AJORHIFOsGgb8n kLXSHGIWP25_cRAJztO z176J LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-17=•101, 17-24— 21, 7-24=-101, 8-14=-10 Horz: 1-14=-15 Concentrated Loads (lb) Vert: 1=133 13=28(B) 4=26(8) 9=28(8) 6=92 15=77 16=88 17=308 19=142(8) 20=26(8) 21=26(B) 22=142(B) 24=308 25=92 26=28(B) 33=28(B) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-17=•100, 17-24-20, 7-24=-100, 8.14=-10 Concentrated Loads (Ib) Vert: 1=-158 13=-22(B) 4=-26(8) 11=148(B) 9-22(8) 6=-101 15=-43 16=•63 17=-329 19=45(B) 20=-26(8) 21=-26(B) 22=-45(B) 24=-329 25-101 26= 22(B) 27=120(8) 28=148(B) 29=148(B) 30=148(B) 31=148(8) 32=120(B) 33-22(B) 13) Dead + 0.75 Roof Uve (bal.) + 0.75(0.6 MW FRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=•161, 17-24=-61, 7-24=-161, 8.14=-10 Horz: 1.14=23 Concentrated Loads (lb) Ven: 1=82 13=19(8) 4=18(8) 9=19(B) 6=59 15=54 16=61 17=192 19=189(8) 20=18(8) 21=18(B) 22=189(B) 24=192 25=59 26=19(B) 33=19(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=•161, 17-24=•81, 7-24=•161, 8-14=-10 Horz: 1-14=-7 Concentrated Loads (lb) Ven: 1=82 13=19(B) 4=18(B) 9=19(8) 6=59 15=54 16=61 17=192 19=189(B) 20=18(B) 21=18(8) 22=189(8) 24=192 25=59 26=19(B) 33=19(8) 15) Dead + 0.75 Roof Uve (bal.) + 0.75(0.6 MW FRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-161, 17.24=-81, 7.24=-161, 8.14=-10 Horz: 1-14-11 Concentrated Loads (lb) Vert: 1=82 13=19(8) 4=18(B) 9=19(B) 6=59 15=54 16=61 17=192 19=189(B) 20=18(0) 21=16(8) 22=189(13) 24=192 25=59 26=19(B) 33=19(8) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-161, 17-24— 81. 7.24-161, 8.14-10 Horz 1-14=•11 Concentrated Loads (lb) Vert: 1=82 13=19(8)4=18(8)9=19(8)6=59 15=54 16=61 17=192 19=189(8)20=18(8)21=18(0)22=189(B)24=192 25=59 26=19(B)33=19(B) 17) Reversal: Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1.17=•180, 17-24-100, 7-24=•180, 8-14=•10 Concentrated Loads (Ib) Vert: 1=-158 13=-22(8) 4=-26(B) 11=148(8) 9-22(B) 6=•101 15=•43 16=-63 17=•329 19= 45(8) 20=-26(B) 21=-26(B) 22= 45(B) 24=-329 25=•101 26=-22(8) 27=120(B) 28=148(8) 29=148(B) 30=148(B) 31=148(8) 32=120(8) 33— 22(B) 18) Reversal: Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-17=•160, 17-24=-80, 7-24-160, 8-14=-10 Concentrated Loads (lb) Vert: 1=-15e 13=•22(B) 4=-26(8) 11=266(B) 9-22(B) 6-101 15= 43 16-63 17=-329 19-45(8) 20=-26(B) 21=-26(B) 22-45(B) 24-329 25=•101 26=-22(B) 27=254(B)28=266(B)29=266(B)30=266(B)31=266(8)32=254(B)33=-22(B) 19) Reversal: Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-17=-100, 17-24= 20, 7-24-100, 8.14=-10 Concentrated Loads (lb) Vert: 1=-158 13-22(8) 4=-26(B) 11=305(8) 9-22(8) 6-101 15= 43 16=-63 17= 329 19=45(B) 20=-26(8) 21=-26(8) 22=•45(6) 24=-329 25-101 26=-22(B) 27=299(8) 28=305(B) 29=305(B) 30=305(B) 31=305(8) 32=299(0) 33=•22(B) 20) Reversal: Dead + 0.6 MW FRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17= 48, 17.23=32, 23-24=22, 7-24=-58, 8.14=-6 Horz 1-14=18 Concentrated Loads (lb) Vert: 1=-241 13=•38(8) 4=-90(B) 9=•38(B) 6=-166 15=-71 16-129 17=•482 19-233(8) 20=-90(B) 21=-90(B) 22=-230(B) 24-472 25-166 26-38(B) 33=•38(B) 21) Reversal: Dead + 0.6 MW FRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-58, 17.18=22, 18-24=32, 7-24=-48, 8.14=-6 Horz: 1-14=-22 Concentrated Loads (lb) Vert: 1=•233 13=-38(B) 4-90(8) 9=-38(8) 6=-175 15-67 16=•120 17=472 19-232(B) 20-90(B) 21=•90(B) 22=-233(B) 24=482 25=-175 26=•38(8)33=-38(8) 22) Reversal: Dead + 0.6 MW FRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-17=•101, 17-24=-21, 7-24=-101, 8.14-10 Horz: 1.14=31 Concentrated Loads (lb) Vert: 1=-203 13-34(8) 4=•39(8) 9=-34(B) 6=•122 15=-52 16=-78 17=429 19=-106(8) 20=-39(8) 21=-39(8) 22=-106(B) 24-429 25-122 26=-34(8) 33=-34(B) Q WARNWG - Verily dodpn Penneton and READ NOTES ON THIS AND INCLUDED M/IEK REFERANCE PAGE MA7473 rov. 10MM16 BEFORE USE Design valks rot use only "Ih MI Iek8 connectors. this design Is Ixised only upon porameters shown. and Is la cn i nd ividual lAdding component, not o huss system. Below use. the bulklno designer must verity the c"Aleaf111ly of design pafameters and papefly hcorporato this design Into the, ovmdl Ac"Hor" lemporary and pMKW%ent tlracing MiTek' b (Adfrng design. Bracing hWicated is to ritovent bucWBng of Incri, r d lRus web and/or chord members only. is c woys togelred lot stability and to prevent collapse wllh posslAe personal "and Imopeny damage. Foe penetal guidance tegadkng the k"Icatkxl slorage. delivery, erection anti heockv of tnnses cnd truss systems seeANSV M I Quality Criteria, 038-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avalloble from Truss Rate 1ns11Mo. 218 N. Leo Sheet, Suite 312. Atexandelo. VA 22314. Ton". FL 33610 Truss Truss Type oty Ply T11506583 739802 FM FLAT GIRDER 2 2 Job Reference tional r. i,.w.....:.. r., c.: -r,,,. M > > 00•sa des 7 ova. Amartcan autwers ouppry. wmwr Haven, r w aow - 10:15gjgr0gL3bt808_nJe0lhzlb2u•OA9AJORHIfOsGgb8n kLXSHGIWP25_cRAJztO z176J LOAD CASE(S) Standard 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=-101, 17.24= 21, 7-24=-101, 8-14=-10 Horz: 1-14-9 Concentrated Loads (lb) Vert: 1=-203 13— 34(B) 4— 39(8) 9-34(B) 6-122 15— 52 16-78 17=-429 19=-106(8) 20=-39(B) 21=-39(8) 22— 106(B) 24-429 25=-122 26=-34(B) 33=-34(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel, Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-50, 17-24=30, 7.24=-50, 8-14=-6 Horz: 1-14-28 Concentrated Loads (lb) Vert: 1-239 13=-38(B) 4=-88(B) 9=-38(B) 6=-173 15=-70 16-127 17= 480 19=-228(B) 20=-88(B) 21=-88(B) 22=-228(B) 24=-480 25=-173 26=-38(B) 33-38(B) 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Van: 1-17=-65, 17.24=15, 7.24=-65, 8.14=-6 Horz: 1.14-28 Concentrated Loads (lb) Vert: 1=-228 13-38(8) 4-74(B) 9=-38(B) 6=-158 15-64 16-113 17-465 19-193(B) 20-74(8) 21=-74(8) 22-193(8) 24=-465 25=-158 26-38(B) 33=-38(B) 26) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-101, 17-24=-21, 7-24-101, 8-14=-10 Horz: 1-14-15 Concentrated Loads (lb) Vert: 1=-203 13-34(8) 4-39(B) 9=-34(B) 6— 122 15=-52 16-78 17=429 19-106(B) 20-39(B) 21-39(B) 22=-106(B) 24=-429 25-122 26=-34(8) 33-34(B) 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.17-101, 17.24=-21, 7.24=-101, 6-14=-10 Horz: 1-14=-15 Concentrated Loads (Ib) Vert: 1=-203 13-34(B) 4-39(0) 9=-34(8) 6=-122 15-52 16-78 17=-429 19=-106(B) 20-39(8) 21=-39(B) 22=-106(B) 24-429 25-122 26=-34(B) 33=-34(8) 28) Reversal: Dead + 0.75 Root Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Lett): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.17=-161, 17.24=-81, 7-24=-161, 8.14=-10 Horz: 1-14=23 Concentrated Loads (lb) Vert: 1=-262 13=-46(B) 4=-36(8) 9=-46(8) 6=-140 15-73 16=-77 17=-508 19=-6(8) 20=-36(B) 21=-36(8) 22=-6(8) 24=-508 25-140 26=-46(8) 33=-46(B) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-161, 17.24=-81, 7-24=-161, 8-14=•10 Horz: 1-14=-7 Concentrated Loads (lb) Vert: 1= 262 13=-46(8) 4-36(B) 9=-46(B) 6=-140 15-73 16-77 17=-508 19=-6(B) 20=-36(0) 21=-36(8) 22=-6(8) 24-508 25=-140 26=-46(8) 33-46(B) 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MW FRS Wind (Neg. Int) 1 st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-161, 17-24=-81, 7-24-161, 8-14=-10 Horz: 1.14-11 Concentrated Loads (lb) Ven: 1=-262 13-46(B) 4=-36(B) 9=-46(8) 6=-140 15=-73 16-77 17=-508 19=-6(B) 20=-36(B) 21-36(B) 22=-6(B) 24=-508 25=-140 26=-46(8)33=-46(B) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-17=-161, 17-24=-81, 7-24-161, 6-14=-10 Horz: 1.14-11 Concentrated Loads (lb) Vert: 1=-262 13=-46(B) 4=-36(B) 9=-46(B) 6=-140 15=-73 16=-77 17=-508 19=-6(8) 20=-36(8) 21=-36(B) 22=-6(8) 24=-508 25=-140 26=-46(B)33=-46(B) Q WARNING - Verlty dastpn parametem and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE MA7Q3 rev. IMMOI6 BEFORE USE wtOeOMvdldrotuseorgywithNVIe ®cornoctas. Ms dcNgn Is basec1 orgy upon pmorneters Mown, and Is for on hdMd Uol buldtrq comportent. rat o Inra system. Be"o use, the "ding doslgrlet must vedly the otXXIC(tAlty of deslpn pcacunetors and txopedy Incorporate Ihts doslgn Into the oveldl orgy. Addlllond temporary =1 petmonent btaclrlg M!Tek' txadhV detlgn. BracIng Irldlcated Is to ptovenl becaIng of IndWaucd truss web and/or chord members b otwoys roWred got stdAlly and to aoveni collapse wilh poss8Ne rorsond W W cnd poperty ddmago For gorxxai guickme moacling tho IabrtcalWL siotage. cidty y, etWlon cncl Ixctchlg of trusses cunt truss systems, seeA NSIfrPI1 QW11y Cdleda, DS849 and SCSI Building Component 6904 Parka East Blvd. Safety Information wallobsle from has Rate hutltuto. 218 H. lee Street Stlte 312. Alexcrdda. VA 22314. Tartpa, FL 33610 Job Truss Truss Type Qty Ply T115065&/ 739802 FG2 FLAT GIRDER 2 31 Job Reference feptional American uwaars supply. wirier naven, rk- I D:15gigrOgL3bt908_nJeOlhzlb2u•sMIYW MSvW 28jtpAKKhFb3gpTFwfHgPnbPziOxOz 1761 24)7 3tl-0 5.1t-0 7.11-0 9.11-0 11-tt-0 13.9.9 15.10-0 2-0-7 1.10.9 2 0-0 2-0-0 2-0-0 200 1.10 9 2 0 7 4x4 11 4x6 = IOx14 MT20HS = IOx10 = 2x4 11 1Ox10 = I0x14 MT20HS = 40 11 t .e 2 3 4 5 6 7 20 8 4x8 = 21 22 9 Sx10 MT20HS = Scale . 1.28.5 tlFT lYItJ SMO MT20HS = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) 0.31 13.14 >602 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Ven(TL) 0.55 13-14 >336 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.06 10 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Wind(LL) 0.15 13.14 >999 240 Weight: 295lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc punins, except BOT CHORD 2x8 SP 240OF 2.0E end verticals. WEBS 20 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. 1-18,9-10: 2x6 SP No.2, 2.18,3-17,7-11,8-10: 2x4 SP No.2 3-16.7-12: 2x8 SP No.2 REACTIONS. (Ib/size) 18=3121/0.6-0, 10=9886/0.8-0 Max Upliitl8=-455(LC 4). 10_ 1231(LC 5) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-778/114, 2-19— 778/114, 2-3=-5447l790, 3.4-15845/2274, 4-5— 19420/2768. 5-6=-19420/2768, 6.7=-24551/3479, 7.20=-15542/2028, 8.20-15542/2028, 8-21=-2416/312, 21-22=-2416/312, 9.22=-2416/312, 9-10=-1278/148 BOT CHORD 17-18- 790/5447, 16-17=-1651/11438, 15-16-1651/11438, 14-15=-2274/15845, 13.14=-3479124551, 12-13=-3799/27336, 12-23=-3799/27336, 11-23-3799/27336, 11-24— 2028/15542, 10.24-2028/15542 WEBS 2-18-5176l750, 2-17- 278/2146, 3-17=-6594/948, 3-16- 56/591, 4.15=-1739/277, 6-13=-229/2050, 7-12=-1615/310, 7-11-12981/1949, 8.11=- 745/4352, 8.10=-14551/1902, 3-15=-679/4801,7-13=-3034/349,4.14=-538/3895,6-14=- 5590/774 NOTES- 1) 3-ply truss to be Connected together with 1 Od (0.131' x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered a( 0-9-0 oc, 20 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0.7-0 oc, Except member 2-17 20 - 1 row at 0-9-0 oc, member 17-3 2x4 - 1 row at 0-9-0 oc, member 4.15 20 - 1 row at 0-9-0 oc, member 5.14 2x4 - 1 row at 0.9-0 oc, member 6.13 2x4 - 1 row at 0.9-0 oc, member 11-7 20 - 1 row at 0.9-0 oc, member 8-11 2x4 - 1 row at 0- 9.0 oc, member 3-15 20 - 1 row at 0.9-0 oc, member 13-7 20 - 1 row at 0.9-0 oc, member 4.14 2x4 - 1 row at 0.9.0 oc, member 14-6 20 - 1 row at 0.9.0 oc, 2x8.2 rows staggered at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B).face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4. 2psf; BCDL=6.Opsl; h=30f1; 13=451t; L=401t; eave=5f(; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other Ilve loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=456, 10=1231. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. O WARNING • Vad* dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 41,167473 rev. IGCZQ0t6 BEFORE USFE Design valkl fog use orgy wIm MllekO cain neclom this deAin Is based orgy upon paameters shown and Is for an individual txslding component, not o hum system. Bofoto use, tho buff ring design must verify Iho ap{lllcclbffity of design Ioramelers and Ixopeely Incorporate this design Into the ovotnll only. AckAtlonal temporary and l effrKt Wnl bracing MiTek' btdlc*V design. Bracing Indicatod Is to proven) buckiing of Indiviclu l truss webcmd/or chord members is always recalled to stal:lllty and to lxevanl cd1arAo with possible personal tryuy and lxopeny damage. For gonoral guidance rogadIng mo I<1xk:otkxL storage, delivery, orocllon arul tx<rchV of tenses and truss sysloms. soeANS1/rPl1 Quality Criteria, OSS-69 and SCSI lullding Component 6904 Parka East Blvd. Solely Information aw"Aa from truss Plato Institute. 218 N. Lee Slreol. Suite 312. Alecandfla. VA 22314. Tampa, FL 33610 Job Truss Truss Type oty ply T11So6$84 739802 FG2 FLAT GIRDER 2 3 Job Reference tional I..w — t 1 -00 Af On, 7 Pnn. 9 American aUllaere,WPPrj. Weller ID: 1 SgjqrOgL3btgOB_rvjeOlhzib2u-sMjYWMSvWZSitpAKKhFb3gpTFwlHgPnbPzjOxQz 1761 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1717 lb down and 94 lb up at 12.11-0, and 1557 lb down and 254 lb up at 14- 11-0. and 7461 lb down and 1217 lb up at 12-0-0 on top chord, and 106 lb down and 17 lb up at 13-1-0, and 106 lb down and 17 lb up at 15-1-0 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Veil: 1-20=-100, 9.20=-180, 10-18= 20 Concentrated Loads (lb) Vert: 7=-7461 20=-1717 21=-1557 23=-106(F) 24=-106(F) Q WARNING - Vsrtly design Pemnetere and READ NOTES ON MIS AND INCLUDED MTTEK REFERANCE PAGE M67477 rev. MOMIS BEFORE USE Design vald got use orlty wllh IW leW connectors. It& closIM R based Only upon rxRameters gwAn. and Is for an Rntllvidual txAoV* component, n01 a eras system. Before use. the bxAdIng cleslgner must verify the dgbplk;abllfy of design parameters and property Incorporate mh design Into the over,, only. Addllonal temporary and permanent bxachtg M iTek' txficRWdesign. Bracing Inclkbated Is to ptovent buckling of kwRvkJW buss web and/a crxxcl members Is always required fot tt,7811y and to prevent collapse Win possUe personal hhRy and Ixop eny damage. For general guidance regarding tine Icdx1catkrL storage. delivery. etectIon and broclna of mares and miss systems. sooANSI/TPI I Qualify Criteria, OSS-89 and SCSI Bultdlny Component 6904 Parke East Blvd. Tamps. FL 33610 SafetyInformationavailableRomInertHateInstitute. 218 N. Lee Shoot. Sulto 312. Alexandria. VA 22314 Job Truss Truss Type ty Ply Tr1506555 739802 FG3 FLOOR 1 2 Job Reference tional Arnerrean 600e1e SYPPN• winter pavan. r-L ;I:mau ....... a . i ,. ..,.. ,.,,..,. ID:15gjgrOgL3bt908__nJeOlhzlb2u-KYGwkiTYH6GZVzIW uPmgctMj 7KxeZvkkedS_Ttz 176H 2-s•s 4.6.14 7.0.7 9-s-12 2-S-S 2-3-9 2J 9 2.5 s Scale. 1:Ia. 1 20 11 40 = 4x8 = 4 4x4 = 2x4 11 6x6 = 6x6 = I .Sxs STP = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.51 BC 1.00 WB 0.53 Matrix.M) DEFL. In poc) Well Ud Ven(LL) -0.08 8 >999 360 Ven(TL) -0.12 8 >927 240 Horz(TL) 0.03 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 105 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.7.3 oc puriins, except BOT CHORD 2x6 SP No.2 end venlcals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1993/0.8.0, 6=2507/0-9.4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/0, 2-3=-4195/0, 3.4— 4543/0, 4.5— 349/0 BOT CHORD 9-10=0/4195, 9.11=0/6089, 8-11=0/6089, 8-12=0/6089, 7-12--W6089, 7-13=0/4543, 6-13=0/4543 WEBS 2-10=-4250/0, 2.9=-51/1440, 3-9=-2046/0, 3.8-0/1166, 3-7=-1670/0, 4-7=0/1567, 4-6=-4530/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131')3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-" oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc. Webs connected as follows: 20 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor five loads have been considered for this design. 4) 'Semi -rigid pilchbreaks 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 687111 down and 600 lb up at 2-1.12, 934 Ib down at 4-1-12, and 934 lb down at 6-1.12. and 934 lb down at 8-1-12 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase--1.00 Uniform Loads (plf) Van: 1-5= 100, 6-10=-10 Concentrated Loads ((b) Van: 9=-687(F) 11=-934(F) 12=-934(F) 13=-934(F) 0 WARNING - Vedly doOgn parar wens and READ NOTES ON TN1S AND &CLUDED AurEK REFERANCE PAGE A07473 rev. IGGIMIS BEFORE USE Desllpl valkt for use orgy Win Mltek®connectots. Irgs dk%W Is bawd orgy upon paanotets sfnown. and Is la an individualbfldtrg component. not a trim system. Befae use. the IxAk&V designer must verify the "lcabllly of cleslDn paraaneters a Af Ixotwny klcogxxate irgs design Into the overall building design. Brach Indicated Is to Ixovonl txrclding of i dflvlducA trussweb and/or chord members only. Additional temporary aria ponnalent Ixcr_Ing MiTek' is always recplrod lot stability and to pxovent collapse with possible personal 6Nffy and Ixoporiy Uanogo. pa geroral guidance fegatdfrng Rio laak: allm storage. delivery. erection cull bracing of tames and Inm systems, seeANSI/tPl1 Quality Criteria, DSB-89 and SCSI Building Component 6804 Parke East Blvd. Safety Information available from truss Plate While. 218 N. Leo Street. Suite 312. Alexandria. VA 22314. Tarnpa, FL 33610 Job Truss Truss Type H ply T11506586 730802 FG4 FLOOR 2 2 Job Reference(optional) American 9uAdere 5uPPh• Waller Haven. fL aJaau ,..,-......v.._._.-....- ..._.... _-••-- . • --•._ _-.. - -- - ID:15glgrOgL3bt90B_nJeOlhzlb2u-KYGwkiTYHsGZVzIWuPmgctMlzK 9ZsgkedS T1z176H 2.11-12 6.9.12 8.9.8 2.11-12 2-10-0 2-11-12 Scale . 1:16.9 1 6x6 = 2 40 = 3 4x6 = 20 II 20 II 1.Sx8 STP= 496 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Ven(LL) 0.08 6-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Ven(TL) 0.13 6-7 811 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(rL) 0.02 5 We n1a SCOL 5.0 Code FBC2014/TP12007 Matrix-M) Weight: 85lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP M 30 WEBS 2x4 SP No.3'Except* BOT CHORD 1.7,2-6,3-5: 2x4 SP No.2 REACTIONS. (lb/size) 8=2575/0-3.12, 5=2098/0.4.4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-8=-1882/0, 1-2=-4740/0, 2-3=-4691/0 BOT CHORD 7-10=0/4740, 6-10=0/4740, 6-11-0/4691, 5.11=0/4691 WEBS 1.7=0/5044, 3.6=0/1432, 3-5— 4992/0 Structural wood sheathing directly applied or 5-5-7 oc puffins, except end venicals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 20 - 1 row at 0-4-0 oc. Webs connected as follows: 20 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only toads noted as (F) or (B), unless otherwise indicated. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.13V X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 936 lb down at 0-9-12, 934 lb down at 2.9.12. and 934 lb down at 4-9.12, and 934 lb down at 6.9.12 on bottom chord. The designtselection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00. Plate Increase=1.00 Uniform Loads (pit) Vert: 1-4=-100, 5.8— 10 Concentrated Loads (lb) Vert: 7_ 934(B) 9=-936(8) 10=-934(B) 11 _ 934(B) Q WARNING- Vedry dedpn pamnetwa and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AIO.7479 rev. /0AUMIS BEFORE USE WOW vtlld for use only wllh Mllek® ConneCtors. 0* deslan is bawd only upon frsamotets shown, and Is for an hndMchtal txtlding Cotnrxxnenl. not a truss system. Beloro use. Iho txAldtng designot must verify the c"Alcabllly, of duskpl fxxarnelets and Ixolvdy Incotpoiale mh design Into the overall tx8dang design. Brochng Indlcaled is to fxovent buckling of Individual Inm web aril/or chord motnlxas only. Additional tc tnrwrary, and permanent txacuv WOW is always requitod for statAlty and to {(event cdtafxo with fxmille personal hylry and fxopetty damalgo. for gonotal guidance regaalng the k"Icatlm storage, delivery. eteetlon and bracing of trusses and Inns systems, weANSI/tPI I Quality Cdtaria. DS111-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from tntss Plate Institute. 218 N. Lee Slieot. Suffe 312. Alexandria VA 22314. Tanpa. FL 33610 russ Truss Type ty ply T11506587Job 739802 fG5 FLAT GIRDER 2 2 Job Referents optional nn.e •:i- ,wi...,.... Iw. C•. r..w'!/1 f t •iG•I0 7nf 7 Pwnw l nmenconcumersauppry,-- ID:15gjgrOgL3bt908_nJeOlhzlb2u-olgJx 1 UA2A0077KjS6H38SUSPIR3lMntsHCX?Jz176G 1.7.4 3.0-12 4-8-0 1.7.4 1.58 1.7.4 4x4 = 40 = 11 40 = n 4 2x4 11 Scale w 1:9.6 20 It 1.54 STP = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.60 Ven(LL) -0.01 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.02 6-7 >999 180 8CLL 0.0 ' Rep Stress Incr NO WB 0.54 Horz(fL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 54 lb FT = 204b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc puffins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-" oc bracing. REACTIONS. (Ib/slze) 8=1578/0-4-0, 5=2083/0-8-0 Max Uplift8=-187(LC 4). 5=-316(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 1.8=-1402/169, 12=-1887/277, 2-3=-1807/258, 4-5— 679/114 BOT CHORD 6-7= 277/1887, 6-10=-258/1807, 5.10_ 258/1807 WEBS 1-7=-332/2258,2.7=-1228/177,3-5=-2163/309 NOTES- 1) 2-ply truss to be connected together with I 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: 2x6.2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4. 1 tow at 0-9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.0psf; h=301t; 13=45111; L=40ft; eave=5lt; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except Qt=lb) 8=187. 5=316. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 6, 9, 10. 11, 12. 13. 14, 15, 16, 17. 18, 19, 20, 21, 22. 23, 24, 25. 26, 27, 28 has/have been modified. Building designer must review loads to verity that they are correct for the Intended use of this truss. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1312 lb down and 321 lb up at 1-10.0, and 1312 lb down and 321 lb up at 3-10.0 on top chord, and 168 lb down and 71 lb up at 1.7-4. and 169 lb down and 70 lb up at 3.7-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert, 1-4=-140, 5.e= 20 Concentrated Loads (lb) Vert: 7— 168(B) 2=-1312 9=-1312 10=-169(8) Q WARNING - Vedfy deafen panmefen end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MD-7479 rev. f862M1S BEFORE USE De*pl valld for use only vAth MI lek® conneclors. 0* design Is based only upon p wameters shown. and Is for an Individual txrldlrlg component. rx)1 a Urn systain. Belotu uso, lho bul"ng doslgrlor must vedty lfla aprxlCablity of de*p pararnotots cmd IxoPeny Incolpotolo this design Into the ovrnall building design. Nacho trx9coled Is to Ixovenl b ucaing of Individual ntm web anti/or chord mombets only. Additional Iemi"cay and permanent btactng MiTek' is always rednlfed to sfablifty and to prevent callarm wUh pos*)Ie Personal k*ArV and Ixopody damage• for general guidance rogmd ing the klxlcatbn storage, dciNory, erectlon and bracing of tresses and fAm sysloms, uK-ANSI/IPI I Qua9ty CAledo, DS6-89 and SCSI Sullding Component 6904 Parke East Blvd. safety =Mallon avo k"e, noon Truss Plalo Instllulo. 218 N. Lee Street. Sullo 312. AlexanUao, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply TlIS06S87 739802 FGS FLAT GIRDER 2 2 Job Reference tional Pennon aunuers guppy, r. mr•r Haven. r a,w•v .._.__.r. .___._..... _.. __ _- _- - 10:15gjgrOgL3bt908__nJeOlhzlb2u-olgJx1 UA2AO077KjS6H385usPjR3lMntsHCX7Jz176G LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 1-4=-130, 5-8=-20 Concentrated Loads (lb) Vert: 7=-145(B) 2=-1148 9=-1148 10=-145(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4- 100, 5-8= 40 Concentrated Loads (lb) Ven: 7=-102(B) 2=-9e4 9-98410-103(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1-4-48, 5-8=-12 Concentrated Loads (lb) Vert: 7=63(B) 2=321 9=321 10=62(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-48, 5.8=-12 Concentrated Loads (lb) Vert: 7=63(B) 2=321 9=321 10=62(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pill Van: 1-4=-101, 5-8-20 Concentrated Loads (Ib) van: 7=71(B) 2=-762 9=-76210=70(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven:1-4=-101, 5.8-20 Concentrated Loads (lb) Vert: 7=71(8) 2=-762 9-76210=70(8) 8) Dead + 0.6 MW FRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-50, 5-8-12 Concentrated Loads (lb) Vert: 7=63(B) 2=288 9=288 10=62(8) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1.4=-65, 5-8=-12 Concentrated Loads (lb) Van: 7=63(8) 2=55 9=55 10=62(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1-4=-101, 5.8=-20 Concentrated Loads (lb) Vert: 7=71(B) 2-762 9=-762 10=70(8) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1-4=-101, 5.8=-20 Concentrated Loads (lb) Vert: 7=71(8) 2=-762 9=-762 10=70(8) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-4-100, 5.8=-20 Concentrated Loads (lb) Vert: 7=-74(B) 2=-656 9=-656 10=-75(B) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1-4=-131, 5-8=-20 Concentrated Loads (lb) Vert: 7=46(8) 2=-1227 9=-1227 10=45(8) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1.4=-131, 5-8=-20 Concentrated Loads (lb) Vert: 7=46(8) 2=-1227 9=-1227 10=45(8) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4-131, 5.8=-20 Concentrated Loads (lb) Van: 7=46(8) 2=- 1227 9=-1227 10=45(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Van: 1-4=-131, 5-8=-20 Concentrated Loads (lb) Vert: 7=46(8) 2=-1227 9=-1227 10=45(8) WARNWO - Verily dealpn p&MnWwe and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE N0-7479 rov. 140MIS BEFORE USE. Design valld for use only with Mllek®connoclors. ons dcsslgn is lxaed orgy upon p womotom shown. and is for an Inalvkkral IxWing component, nol a firm system. 8010ro rao. Iho br/kft designer must verify the appllcabIlly of closign Wwonoters and Ixoperly Incot oralo Stk design Into Ina overall only. Ack9llar" lemporary and pennalenl txar,Utg MiTek' buildIng design. BracUtg kxAcoled Is Io Ixevonl bmldktg of InalMual Iruss web aril/or chord memtxn Is always regwed for slablilty and to rxevent collar vAm posMblo porsonr9 trW+v ail lxopeny damage. for genera guidance rega dbrig the lalxltarkxt, stoicigo. calNory. ofaClOn anA tinting of tnmas crrW fnm sysfefns. soeANSI/IPI I Quality Criteria, OSS-89 and SCSI Wilding Component 6904 Parke East Blvd. sarety irdormaflon availubte groin truss Rate Insillute, 218 N. lee SUeot. Sulla 312, Alexandra. VA 22314 Tompa, FL 33610 Job ruse Truss Type oty Ply T11506587 739802 FGS FLAT GIRDER 2 2 Job Reference(optional) c.. i.... 7n f f 00 AP f 7 Pnn. 1 AMOncan numers auppry, fn,mer Hawn, rr. aaoo,r - - - - -- ID:15gjgrOgL3bt908_nJeOlhzlb2u•olgJz 1 UA2A0077KjS6H385usPIR3lMntsHCX7Jz176G LOAD CASE(S) Standard 17) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=48, 5-8=-12 Concentrated Loads (lb) Vert: 7=-92(8) 2=321 9=321 10=-93(8) 16) Reversal: Dead + 0.6 MWFRS Wind (Pos. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4- 48, 5.8- 12 Concentrated Loads (lb) Vert: 7=-92(B) 2=321 9=321 10=-93(B) 19) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-101, 5-8=-20 Concentrated Loads (lb) Vert: 7=44(B) 2=-762 9-762 10-85(B) 20) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4-101, 5.8=-20 Concentrated Loads (lb) Vert: 7=-84(8) 2=-762 9=-762 10=-65(B) 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-50, 5-8=-12 Concentrated Loads (lb) Vert: 7-92(B) 2=288 9=288 10=-93(B) 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-65, 5-8=-12 Concentrated Loads (lb) Vert: 7=-92(0) 2=55 9=55 10_ 93(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1St Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-101, 5.8=-20 Concentrated Loads (lb) Ven: 7=-84(B) 2-762 9-762 10=-85(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-4=-101, 5-8=-20 Concentrated Loads (lb) Vert: 7=-84(B) 2-762 9=-762 10=-85(B) 25) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-131, 5-6=-20 Concentrated Loads (lb) Vert: 7=-135(B) 2=-1227 9=-1227 10-135(8) 26) Reversal: Dead + 0.75 Root Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-131, 5-8=-20 Concentrated Loads (lb) Vert: 7=-135(B) 2=-1227 9=-1227 f 0=-135(B) 27) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4=-131, 5.8=-20 Concentrated Loads (Ib) Vert: 7=-135(8) 2=-1227 9-1227 10=-135(B) 28) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-131, 5.8-20 Concentrated Loads (lb) Vert: 7-135(8) 2=-1227 9-1227 10-135(B) Q WARNWO • Vedly dea/pn pa anwars and READ NOTES ON THIS AND WCLUDED MrEK REFERANCE PAGE MD-7473 rev. IM312015 BEFORE USE teslgt vats for use orgy wtm Mllek® cornneclots, this doslgt Is based orgy upon paamolea YWwrL and Is fa on Inalvla K9 blAdtng componernt, not a hiss system. Before use. IM IxAdnp drnklner must verily the aplAlco lilry of doslgn Paramolers and rxoporty Incogwrato 0* aosign Into the overall orgy. Addliorwl temporary oral rwrmawnt txcictng MiTek' building design. Brachng Inclicated Is to prevent buckthng of IndIvlUla riltrussweband/or cMrd members Is always recl lted for stability and to Ixavent collapse wllh possible, personal hnbaY anti property damage. For general guidance regarding the Ialxkpotlon. storage. dolNory. ereclkxn curl txochng or trusses and Inns systems soeANSI/TPI t Guatity, Criteria, OSS-89 and SCSI Sultdtng Component 6904 Parke East Blvd Salary Irgormallon available horn truss Rate hnstltute. 218 H Leo Street. Sulto 312. Alexanarla. VA 22314. Tempo. FL 3300 Job T rus5 Truss Type oty Ply TIIS06SOS 739802 FG6 FLAT GIRDER 1 2 Job Relerenca lions n7e ual.4 rn.4....... 1- F.. Jun 201122-402017 Patel American ButldsM 5uPPly. wrntst Iwven. FL xaatw ...- - -- --- ID: 1 5gjgr0gL3bl908_ nJe0lhzlb2u-olgJx 1 UA2A0077KjS6H385uu2jONlJmtsHCX7Jz176G 1.7.4 3.0.12 4.8-0 1.7.4 1.5-6 1.7-4 6x6 = 1 40 = 3 4x4 = 4 20 11 Scale. 1:9.5 1.axaArr- 2x4 11 1- 7.4 3.0.12 1.7.4 1-5-8 4-8,0 1.7.4 LOADING(psf) SPACING- 2.0.0 CS1. DEFL. In poc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.50 Ven(LL) -0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Ven(rL) -0.03 6-7 >999 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.01 5 We n1a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oC bracing. REACTIONS. (Ib/size) 8=3015/0-8.0, 5=2223/0-4-0 Max Uplifl8=-544( LC 4), 5=-345(LC 4) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 8= 2891/520, 1.9=-2563/442, 2.9=-2563/442, 2-3=-2711/476, 4-5=-360/26 BOT CHORD 6- 7=-442/2563, 5-6- 476/2711 WEBS 1-7=- 529/3067, 2.7- 1560/280, 3-5=-3244/569 NOTES- 1) 2- ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0.9-0 oc, 2x6 - 2 rows staggered at 0.9-0 oc. Bottom chords connected as follows: 20 - 1 row at 0.9.0 oc. Webs connected as follows: 20 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except 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) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=301t: B=45ft: L=40ft; eave=Sit; Cat. 11; Exp B; Encl., GCpi=0.18: MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Qt=lb) 8=544, 5=345. 8) Load case( s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12. 13. 14, 15. 16, 17, 18, 19, 20. 21. 22, 23. 24, 25. 26, 27. 28 has/have been modified. Building designer must review loads to verity that they are correct for the Intended use of this truss. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2100 lb down and 514 lb up at 0-10-0, and 2100lb down and 514 lb up at 2-10.0 on top chord, and 170lb down and 69 lb up at 0.11-8, and 168 lb down and 71 lb up at 2.11- 6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Ven: 1.4=- 140, 5-8= 20 Concentrated Loads (lb) Von: 6=-168( B)3=-2100 9=-2100 10=-170(B) Q WARNING - Vedly dedyn paramatws and READ NOTES ON THIS AND INCLUDED MnEK REFERANCE PAGE MI1.7479 rov. 14O 2015 BEFORE USE Design valid for use only Win M fe-k®conneclors, this cledgl is Lased only upon paaneters shown. and h for an individual building component, fnot a tam system. Sofofe too, the txBlel aino deslgmust verify theapltica tAft of design Irraneten cold property l ncaporote this design Into the overall Additional Iempora and permanent txachtgMOWtxadngdesign. Bracing Indicated IstopreventIxakllngofIndividualtrimweband/or chord members only. y is always loa8hod hat slabllty and to prevent collopuo wllh poss811e poisonal I ni ry and properly damage. For general gtldo nco regarding the 6904 Parke East Blvd tcdricalkrn. storage. delivery. erection cuedbracingoftrussesandtrimsystems. seeANSVIPI I Quality Criteria, OS649 and SCSI Building Component Safety Information uvcBatlo mom trim Pate InstpMo. 218 N. Law Shool. Sallo 312. Alexandra. VA 22314. Tampa. FL 33610 Job TruSS russ ype ty y T11606SSB 730802 FG6 FLAT GIRDER 1 2 Job Reference (optional) nm•rwan aumers auppry. vrmwr n••n, r aww _.__..r. .___._.__. _.. ...______. _. __ _- _ ID: 15glgrOgL3bt90B_nJeOlhzlb2u-olgJx 1 UA2AO077KiS6H385uu2iONIJmtSHCX?Jz176G LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pll) Van: 1-4=-130, 5-8-20 Concentrated Loads (Ib) Vert: 6=-145(B) 3=-1838 9=-1838 10=-147(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4-100, 5-8- 40 Concentrated Loads (lb) Van: 6=-102(8) 3=-1575 9- 1575 10=-105(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4-48, 5-8=-12 Concentrated Loads (lb) Vert: 6=63(B) 3=514 9=514 10=62(8) 5) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4- 48. 5-8=-12 Concentrated Loads (lb) Ven: 6=63(B) 3=514 9=514 10=62(8) 6) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-101, 5.8-20 Concentrated Loads (lb) Vert: 6=71(8) 3=-1219 9=-1219 10=69(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4-101, 5.8-20 Concentrated Loads (lb) Vert: 6=71(8) 3=-1219 9=-1219 10=69(8) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1.4=-50, 5-8=-12 Concentrated Loads (lb) Ven: 6=63(B) 3=461 9=461 10=62(8) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-65, 5.8=-12 Concentrated Loads (lb) Vert: 6=63(B) 3=87 9=87 10=62(8) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1 st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-101, 5.8=-20 Concentrated Loads (lb) Vert: 6=71(8) 3-1219 9-1219 10=69(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-101. 5.8=-20 Concentrated Loads (lb) Vert: 6=71(8) 3_ 1219 9=-1219 10=69(8) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. meta1=0.90 Uniform Loads (plf) Ven: 1-4=-100, 5.8=-20 Concentrated Loads (lb) Ven: 6=-74(8) 3=-1050 9=-1050 10=-76(8) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Lefl): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-131, 5-8=-20 Concentrated Loads (lb) Ven: 6=46(8) 3-1965 9-1965 10=44(8) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-131, 5-8=-20 Concentrated Loads (lb) Ven: 6=46(8) 3-1965 9=-1965 10=44(8) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-131, 5.8-20 Concentrated Loads (lb) Ven: 6=46(8) 3-1965 9-1965 10=44(8) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-131, 5.8-20 Concentrated Loads (lb) Vert: 6=46(B) 3=-1965 9-1965 10=44(8) 0 WARNWO • V•A/y dedpn p mnwtws and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE N0.7479 rov. IdOYlOIS BEFORE USE. Design vtlkl fof use only v4th MI Iek9 corvaclom Ms deslon Is txaed orgy upon mownelets spawn. and Is for a1 Wlvk W "ding component rat a tnoss system. Botote use. tho IxBdrlg designer meat vegty the appilcobllty of design pwamoters Cettl pxope. iv Incorlotate this design Into the ovetdl Ixddng de:slpn. ®acing Indcated 5 to prevent buddhlg of IndWud miss web and/ot chord membets only. Addfior d lorn"ary a1d permanent Ixacing MiTek' It always re%dred lot sloWly and to proven collapse whh possSlle personal "arid property, damage. foe general gtddonce toga ding the fdxlc( lion. stotoge. akANory. etectlon awl Ixachlg of trusses and Inns systems Aa seeANSIMIlQualityCdte, OS849 and SCSI Building Component 6904 Parke East Blvd. Salety, Infoemaflan ovdlable noon buss Plato hlslllute. 218 N. Lee Street. Srdto 312. AlexarxJrlu, VA 22314. Tempo. FL 33610 Job russ Truss Type Qty Ply T1t5 MS 739802 FG6 FLAT GIRDER 1 2 Jab Reference lronal M,t Dww. 'l Ametrcon eutfaets supply. Winter Mown. rr.:rseuu ID: 15gjqrOgL3btgOB-rsjeOlhzib2u-olqJx1 UA2AO077KjS6H385uu2jONlJmtsHCX?Jz 176G LOAD CASE(S) Standard 17) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-48, 5-8=-12 Concentrated Loads (Ib) Ven: 6=-92(B) 3=514 9=514 10=-93(B) 18) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 14=48, 5-8— 12 Concentrated Loads (lb) Ven: 6=-92(B) 3=514 9=514 10=-93(B) 19) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4-101, 5.8= 20 Concentrated Loads (lb) Ven: 6=-84(B) 3=-1219 9-1219 10=-86(B) 20) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4-101. 5-8=-20 Concentrated Loads (lb) Vert: 6=-84(B) 3-1219 9=-1219 10=-86(B) 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-50, 5-8=-12 Concentrated Loads (lb) Vert: 6=-92(B) 3=461 9=461 10=-93(8) 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plt) Vert: 1.4=-65, 5-8=-12 Concentrated Loads (lb) Vert: 6=-92(8) 3=87 9=87 10-93(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.4=-101, 58-20 Concentrated Loads (Ib) Ven: 6=-84(8) 3-1219 9=-1219 10=-86(8) 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1.4=-101, 5-8=-20 Concentrated Loads (lb) Vert: 6=-84(B) 3=-1219 9=-1219 10=-86(B) 25) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4=-131, 5-8=-20 Concentrated Loads (lb) Ven: 6=-135(B) 3-1965 9=-1965 10-136(8) 26) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-4-131. 5.8-20 Concentrated Loads (lb) Ven: 6=-135(8) 3=-1965 9=-1965 10=-136(8) 27.) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel). Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Ven: 1-4=-131, 5.8-20 Concentrated Loads (lb) Ven: 6=-135(B) 3=-1965 9=-1965 10-136(8) 28) Reversal: Dead + 0.75 Root Live (bal.) + 0.75(0.6 MW FRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-131, 5.8=-20 Concentrated Loads (lb) Ven: 6=-135(8) 3-1965 9=-1965 10-136(B) Q WARNING • Vaft dodgn penrrrotors and READ NOTES ON 71RS AND avcLUDEO mrrEK REFERANCE PAGE N07473 mv. 14OZ2016 BEFORE USE. Design valid for use only YAM Mllek9 conrwclaS. Inls design is lased only upon Muaneters sfwvm. and is for an tndlvkw tAAdng component, not a If= system. Before use. the btAdng deslpnot mtal verity the applicctt)IIlly of design parameters and Ixop091Y hcalorate this dosign into the overall txAdng design. Brachg hdcatod is to Ixovonl buckling of IndlVklual truss web and/of chard members only Addtkxnal IemlwraY anti permanent bracing MiTek' is always tegJted tot sky101ty and to rxevent cdlopso wtth possUo personal hfury and Ixop erty damage. for general guidance tegadhp 8xi kAxk: atbn, storage, delNery, erection onct bracing of Inisses and Inns systems, socANSI/M 1 Quality Criteria, OSB-89 and SCSI Bultding Component 6904 Perko East Blvd. Salary Information available from truss Plato Institute. 218 N. Lee Sheet. Suite 312, Afoxandrio. VA 22314 Tampa, FL 33610 Job Truss Truss Type oty Ply T11506589 739802 FG7 FLAT GIRDER 2 2 Job Reference(optional) Atrlertcan Uumers SuPpry• wmrer maven. rL. aaew- ID: 15gjgrOgL3bt90B_nJeOlhzlb2u-GxOh9NUopUWHkHvvOpolhlR G7icIx015xx5xIzl76F 3-0.0 3.0.0 4x4 US MT20HS 11 2 Scale. 1:9.6 4 1 Sx8 STP = 2x4 II 3-0-0 3-0-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in Ioc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.79 V@rt(LL) 0.01 3.4 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) 0.04 3-4 877 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO W8 0.00 Horz(rL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0.0 oC puffins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=951/0-8.0, 3=7461/Mechanical Max Uplift4=-98(LC 4), 3=-1492(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-688/56, 2-3- 7032/1410 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6.2 rows staggered at 0.9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0.5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9.0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise Indicated. 3) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDI.=4.2psf; BCDL=6.Opsf: h=3011; 8=45ft; L=40ft: eave=51t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional): lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide metal plate or equivalent at bearing(s) 3 to support reaction shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(S) 4 except Qt=lb) 3=1492. 11)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 754 lb down and 185 lb up at 1-0.12, and 6587 lb down and 1413 lb up at 2-10.4 on top chord, and 637 lb down and 156 ib up at 1.10-4 on bottom chord. The design/selection of such connection devices) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.00, Plate Increase--1.00 Uniform Loads (pit) Van: 1.2=-140, 3-4=-20 Concentrated Loads (lb) Vert: 2=-6587 5=-754 6_ 637(B) Q WARNING - Verily design parame ws and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE N8.7473 rov. I4110113/MI6 BEFORE USE Design valid for use only wlm MilekO connectors. this design is txaod only upon parameters shown, and Is tot al individual fxAtllrvj component, not wtaetassystem. Beloto u so, the IxAdhg doslgnot must verity the appllcobAlhy of design pdadmeters and Ixopely hcotpaofe tints design Into trio ovordl txAdkV design. &ochg Indicated Is to dxovont budding of Individual Inns wob and/or chard members only. Additional lemporay and permanent tracing WOW is always required for stability aW to ptovent collapse wilh possItAe personal 9M+y and property damage. For general guidance regadng the tdxlcaAbn, storage. delivery. eWction and tracing of Inraos and truss systems. seeANSI/TPI1 Quality Criteria, OSS-89 and SCSI Suliding Component 6904 Parka East Blvd. Safety Information available from Itu ss Rate tnsliMe. 218 N. Lee Sheet. Sulto 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type Oty, Ply Tt7506590 739802 Fri. Floor 32 l Job Reference tronal w... a ..:._. ,.......:.. ... e.. r.... n a •otn nw o.... r 0-1-0 HF- 2— 4x8 = 2 3 ID:I SglgrOgL3bt908_nJe0lhzlb2u-GxOh9NUopU WHkHvvOpolhIROE7eG 1 km I Sxx5Xlz 176F 1 2-0-10 2-0-0 f 2 f0 OFiSeale . 1:37.2 4x4 = 4x4 = 3x6 FP= 4x8 = 4 5 6 7 B 9 10 11 3x6 = 3x10 MT20HS FP = 4x4 = 40 = 4x10 = 3x6 = 2x4 SP = 010 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Ven(LL) -0.50 14-15 >527 360 TCOL 10.0 Lumber DOL 1.00 BC 0.93 Ven(rL) -0.77 14-15 >339 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.12 12 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 20 SP M 30(flat) 'Except* TOP CHORD 8-11: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) BOT CHORD WEBS 20 SP No.3(flat) REACTIONS. (lb/size) 18=1199/0-7-4. 12=1192/0.4.0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3935/0, 3-4=-3935/0, 4-5=-5370/0, 5-6=-5370/0, 6-7=.5370/0, 7-e— 3966/0, 8-9=-3966/0, 9-10=-3966/0 BOT CHORD 17.18=0/2275, 16.17=0/4924, 15.16--W4924, 14-15=0/5370, 13-14=0/4943, 12.13-0/2323 WEBS 2-18= 2515/0, 10-12=-2551/0, 2-17=0/1835, 10-13=0/1817, 4-17=-1100/0, 7.13— 1086/0, 4-15=-43/902, 7.14-57/887, 5-15=-317/0, 6-14=-312/0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 109lb FT=20%F, II%E Structural wood sheathing directly applied or 5-7.6 oc puriins, except end verticals. Rigid ceiling directly applied or 2.2-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 2x4 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 16 = 11% 5) 'Semi-dgid 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. Q mRNWG . Vmtrydesign perartsetore and READ NOTES ON THIS ANO INCLUDED AOMK REFERANCE PAGE Ar11-14T1 rev. 1003MIS BEFORE USE DeMign vaild Not use only elm Mltek9 connectom IMs de*p Is I,asod only upon paamelefs 9xmn, and Is for on tndMdNcf t)Lddtg component. not o Itun system. Before use. the IxAc&V designer mast verity the aprxkabAlly or design paamelets and properly Incotporale Mb design Into the overall tnns only. Addilorxl temporary and pormanent txoctng WOW bindrigdeilgn. Brockio IrWldated is to rxovenl budding or IndMdal web and/or chord members Is always toct lred fa sta11011y and to prevent collapse with possRAe personal Injury and ptopoAy danago. For general guidance, rogading the kttAcatbn stoktge. delNery. erection caxl bracing of tntsses arkl rune systems, soeANS1/fPl I GuaOry Criteria, OSB-89 and SCSI Building Component Salary IMormation avalkdlo aom Iran Plate Institute. 218 N. too Street. Suite 312. Alexandria. VA 22314. 6904 Parke East Blvd. Tempo. FL 33610 o russ Type Qty ply T11506591 739802 FT2 ITrussFloc 12 1 Job Reference o ttona ID:15gjgrOgL3bt80A_nJe0lhzlb2u•SSIyPRZZOKHRSCM3M4vaZA AYkOROnvTtOPIPz1769 0.1.8 H 2F— —4•14 1 2-4-14—I 2F--6-0 —I 21 =0 1-11.0 Scala . Ol fB 1:37.4 t 2 3x4 = 30 = 4x8 = 2 3 4 24 5 6 30 = US FP= 7 a 9 3x6 = 10 11 239 4 3x4 = 3x6 FP= Us = 4x6 = 3x4 = 3x6 = 3x6 = Plate Offsets (X,Y)-- (2:0-1-8.Edge],(3:0.1-8,Edge].(4:0-3-0,Edge],[5:0-1-8,Edge],(6:0-1.8,0-0-0],111:0.1-8.Edge],(14:0-1.8,Edge],(15:0-1.8,Edge].[18:0-1-8,0.0.0],(19:0-1.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In poc) Vdefl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Ven(LL) -0.46 13-14 >380 360 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Ven(fL) -0.72 13-14 >243 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 HOrz(TL) 0.04 12 We We BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) 'Except' TOP CHORD 8.11: 20 SP N0.2(flat) BOT CHORD 2x4 SP M 30(fiat) *Except' BOT CHORD 12.17: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=416/0.7.4, 16=1173/0-8-0, 12=802/0-4-0 Max Grav20=429(LC 10). 16=1181(LC 8), 12=ei7(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-687/0, 4-24_ 2042/0, 5.24=-2042/0, 5.6=-2042/0, 6-7=-2042/0.7-8=-2380/0. 8-9=-2380/0, 9-10=-2380/0 BOT CHORD 19-20=0/687, 18-19=0/687, 17-18=0/687, 16.17=0 687, 14.15=0/2042, 13-14=0/2558, 12-13=0/1527 WEBS 4-16— 1007/0, 2-20=-761/0, 3-16— 650/0, 4-15=0/2034, 10.12— 1676/0, 10.13=0/943, 7-14-693/0, 5-15-54710 PLATES GRIP MT20 244/190 Weight: 109 lb FT = 20%F, 11%E Structural wood Sheathing directly applied or 2.2.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0.0 oc bracing: 15-16. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 20 MT20 unless otherwise Indicated. 3) 'Semi -rigid pbtchbreaks with fixed heels' Member end (billy 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. WARNWO • Veft dtrelpn penmeten and READ NOTES ON 7NIS AND /NCLUOEO NrrEK REFERANCE PAGE Am-7473 fev. 10 UMIS BEFORE USE Design valid tot use only VAlh M110M Connocles. this cleslgn B Iaed etly upon parometets stwwn. and Is to on inddv dual IxAtldng component, not a 0us3 system. Beloro uso, the Ix11dng designer must vedty the <Wicablity, of design p<xameters and pxoperly incogotalo this design Into Ile overall Additional lemporary, and txaGng WOWtxAdiVdesign. Bracing Indicated is to ptoveni bucadlg of Individual truss web and/ot chord members orgy. permanent Is always ro«Ired tot stability and to prevent collapse wlth posdtAe persona it*+Y and INopony damage. For general gukknce regatlng rho fabrkatkrn. storage. delNory. otecllon axl pxacing of tames <tnd Irtrss systems, soeANSI/TPI I Quality Cdledo, DSB-89 and BCSI Bullding Component 6904 Parks East Bald. Tampa. FL 33610 Safety information available ran truss Plato Institute. 218 N. too Siteet. Suite 312. Aloxarx8la. VA 22314. Job Truss Truss Type Qtv ply T11506592 739802 FT3G Foot 2 1 Job Reference(optional) u.n.w.m. ou.w.o,• wYV7. .. ,,,.v, .,...v.,. . w..w a1-a H I-- 26 — 4x8 = 1 2 3 19 I0:15gjgr0gL3bt90B_nJe6lhzlb2u-W gR51 SbRhFfOKf5e 1 CTPYCJYpljEepzMArd3Mkz 1766 I 2.0.10 F 2-0-0 2 -0.10 -I 4x4 = 4x4 = 4 5 6 7 aKe Scale . 1:37.1 3x6 FP= 4x8 = a 9 22 10 11 3x6 = 3xl0 MT20HS FP = 4x4 = 40 = 4x10 = 3x2 = 2x4 SP= 4x10 = 22.1.4 22.1.4 Plate Offsets (X Y) MO-Te Edae) 16:0.1-8 0.0.0) 111.0-1-8 Edge) 114.0.1.8 Edge) 115.0.1.8 Edge) 19.0-1-8 0-1-01 120:0-1-8 0-1.01 21:0-1-8.0.1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) 0.50 14-15 526 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Veri fL) 0.78 14 336 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.12 12 IVA rVa BCDL 5.0 Code FBC20141TP12007 Matrix) Weight: 109 lb FT = 20%, F. I I%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) 'Except' TOP CHORD 8.1 t: 2x4 SP No.2(flat) BOT CHORD 20 SP M 30(flat) BOT CHORD WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 18=1201/0-7-4, 12=1203/0-4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3945/0, 3-4— 3945/0, 4-5= 5391/0, 5-6=-5391/0, 6-7=-5391/0, 7-8= 4001/0. 8.9=-4001/0, 9-22= 4001/0, 10-22_ 4001/0 BOT CHORD 17-18=0/2280, 16-17=0/4939, 15-16=0/4939, 14-15=0/5391, 13.14=0/4969, 12-13=0/2347 WEBS 2-18=-2520/0, 10-12=-2578/0, 2-17=0/1641, 10-13=0/1828, 9-13=-251/0, 4-17— 1105/0, 7.13=-1077/0, 4-15=0/909, 7-14=-64/843, 5-15=-320/0, 6-14=-299/0 Structural wood sheathing directly applied or 5-5-3 oc puffins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 20 MT20 unless otherwise Indicated.' 4) The Fabrication Tolerance at joint 16 = 11 % 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this bliss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-1 Off (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down at 18-0.0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-18=-10, 1-11=-100 Concentrated Loads (lb) Ven: 22=-13(F) A WARNING - Varlly doslpn panmore a rand READ NOTES ON TM AND INCLUDED AHYEK REFERANCE PAGE MP7473 rev. 14103MIS BEFORE USE Design valkl lot use only with Mlfek9 corulectors. Irgs design Is based only upon Ixxanetors shown. and is tot an Indh4ckal binding component, not a tram sysfom. Before rise. the Wildlnp designer rnusl verily tlto aroicalAlty of design Iwratnolois cmd papally Incogxxale Oth doslgn Into the overall txddhg design. Bracing Indicated h to Ixovent tweMbsg of trldtvkkKA truss web and/or chord members orgy. Additional temporary and ponmanent txo,-kV MiTek' Is always feed lot slcdAty and to proven doll" wttn lx = Uo personal "and property damage. For general guidance regarding the IcltxlCctlien. storcago, dellvery. atection ml Ixacing of times and Miss systems. saeANSI/NI I Quality Cdtetla. DS6.69 and SCSI IW9dIng Component 6904 Parke East Blvd. Safoty IMormarfon ovallable from trim Plate Institute. 218 N. Leo Street. Suite 312. Alexandria. VA 22314. Tempo. FL 33610 Jobru ss russ ype ry T1t506593 739802 fT4 floor 43 t Job Referenceo done n - .e nn.. __, .. ........ .... C.. I... in t 1-in-An X117 Pnew 1 0•t$ H 2f-=-0-I 4x8 = 2 3 ID: ISgjgrOgL3bt90B_nJeOlhilb2u=s7TFoc3SYnsxptgbnv_e5PskD949NGjVOVMcuAz1765 Scala . 1:36 7 4x4 = 4x4 = 36 FP= 4x8 = 4 5 6 7 8 9 10 11 209 Y 3x6 = 400 = 3x10 MT20HS FP = 4x4 = 40 = 400 = 3x6 = 20 SP= 21.8-0 91 AA LOADING(psf) SPACING- 2.0-0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.47 14-15 >553 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(fL) -0.72 14-15 >355 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(rL) 0.12 12 n/a rVa BCOL 5.0 Code FBC2014/rP12007 Matrix) Weight: 107lb FT = 20%F. I Il' E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc puffins, except 8.11: 20 SP No.2(I1al) end venicals. BOT CHORD 20 SP M 30(llat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 20 SP No.3(llat) REACTIONS. (lb/size) 18=117210.4-0, 12=1172/0-4-0 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3880/0, 3-4— 3880/0, 4-5=-5182/0, 5-6=-5182/0, 6.7_ 5182/0, 7-8— 3878/0, 8-9=-3878/0, 9-10=-3878/0 BOT CHORD 17-18=0/2276, 16-17=0/4809, 15-16=0/4809, 14-15=0/5182, 13.14=0/4809, 12.13=0/2277 WEBS 2-18= 2500/0, 10-12=-2501/0, 2-17=0/1774, 10-13=0/1770, 4.17=-1033/0, 7-13=-1036/0. 4.15=•73/826, 7-14=-73/826, 5-15=-320/0, 6-14=-319/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 2x4 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 16 = I I% 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING - Vedy daslyn perametaa and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE MP7479 rev. 1402M15 BEFORE USE. Design va1k1 la use only vAlh MI Iok® connectors. lhb design b lased only upon paranolets shown. and Is tot an Indivldud buldtrtd component. not a Inas system Beloto use. the lxadng designer must vestry the cy plkzlblity, of cleslgn Mometers and properly Incotporalo It* design Into the overall Add911onad temMary and permanent bmctrtg M iTek' txldtng design. ®octng Indicated Is to prevent budding of IrrdMdtrd truss web and/or Chad members only. Is envoys reed lot sfdAity and to prevent collapse with possible personal trtlr+Y and property damage. for general guidance rogac" tho rctbrkatlon, slorago. dottvory. erection and broc1rng of Irtmes and truss sysfoms, seoANSI/IPI I Guallry, Criteria, DSB-89 and 8CSI Budding Component 6904 Parke East Blvd Safety Information avc/Iable from tuns Rote institute. 218 N. too Street. SJ10 312. Aloxanclria. VA 22314. Tempo, FL 33610 1 Job Truss Truss Type 0 ty ply Ttt506594 730802 FT5G FLOOR GIRDER 2 1 Job Reference clonal nmercan owivals ouYV7• ••• •w.o ..ww 0-1•e H 2F —6-0 1 14 1 26 ID: 15gjgrOgL3bt90B_nJeOlhzlb2u•S2ZrS8diDsvjZzE09dVtedOgnZPn6h7ed96A0ez 1764 0.44A 2-044.4 1.1.4 0.1 f-- r --0 ~ Scale . 1:39.7 2x4 II 5x8 = 3x4 = 5x8 = 20 II 20 = 6x12 MT20HS = 3x4 = 6x12 = 6x12 = 3x8 FP= 6x12 MT20HS = 2x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 WO MT20HS 5x8 II 3x 10 MT20HS FP = 6x6 = 4x6 11 3x8 11 3x8 II 3x10 MT20HS FP = 4x6 II 6x6 = 5x8 11 6x10 MT20HS = Plate Offsets (X Y}- (3:0.3.0,Edge), (4:0.1-8,Edge), (6:0-5.12,Edge), (7:0.5.12,Edge), [10:0-1-8,Edge), (11:0-3-0.Edge), (13:0.1-8,Edge), ( 15:0-3-0, Edge],[18:0-3.0,Edge), (21:0-3-0 LOADING ( psi) SPACING- 2-0.0 CSI. DEFL. in Ioc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Ven(LL) 0.49 20 525 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) 0.77 20 332 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(rL) 0.07 14 rVa rVa 8CDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 151 lb FT = 20°oF, I I%E LUMBER- BRACING - TOP CHORD 20 SP M 30(flal) 'Except' TOP CHORD Structural wood sheathing directly applied or 4.5-9 oc purlins, except 5- 8: 2x4 SP No.2(flal) end verticals. BOT CHORD 2x4 SP M 30(Ilat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat)'Except' 2- 25.12-14: 2x4 SP No.2(flat) REACTIONS. ( lb/size) 25=2060/0.4-0, 14=1371/04.0 FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4366/0, 34=-6264/0, 4-5— 7245/0, 5.6=-7637/0, 6.7-7609/0, 7-8-7573/0. 8. 9=-5769/0, 9.10=-5765/0, 10.11=-3988/0, 11-12=-2809/0 BOT CHORD 24-25=0/4373, 23-24=0/6264, 22-23=0/7240, 21.22=0/7240, 20.21=0(7809, 19.20=0/7609, 18- 19=0l7334, 17-18=0/5765, 16-17=0/5765, 15.16=0/3988, 14.15=0/2813 WEBS 2.25= 4684/0, 12.14=-3014/0, 6-20=0/863, 7-19=-1073/0, 3-23=0/427, 4.23=-1061/0, 4. 21=0/308, 5-21— 632/0, 11.16=0/840, 10-16— 1931/0, 10-18=0/631, 8-18— 1754/0. 8- 19=0/1341, 5-20=-1063/4, 2-24=0/1466, 3.24=-2537/0, 12-15=0/877, 11-15-1577/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.13V X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1170 lb down at 4.1.4 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the thus are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Floor Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 14.25-10, 1-13=-100 Concentrated Loads (lb) Van: 3=-1090(F) Q WARNING • Verily dodge peremotore and READ NOTES ON THIS AND INCLUDED UI EK REFERANCE PAGE AM7473 rev. I400312015 BEFORE USE Design valkl for use only with MI lekS conneclors. Ms design Is based only upon patarnelers shown. and Is for an Individual building component. not a Was system. 8ofore use, OnetxAking designer must vedry the ar4AIcab111y of design lxxarnaters and lxopody Incorpofate this design Into the overall Adcltkxtal Iemrorary and permanent tracing WOW buildingdesign. eating Indlcaled Is to lxevenl buCafrtg of lr,dlvlduxi teas web and/or chord members only. is always reed for stability and to prevent collcMe with trnsable porsotof trN+y and pop" damage. For general guidance regarding the fablcaflm storage, dollvory. erection and tracing of busses and Inns systerns. sooANSI/FPI I Quality Criteria, OSB•89 and SCSI Building Component 6904 Parke East akrd. Safety Information available horn truss Plate Instllute. 218 N. Lee Street. Sullo 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply Tt1506585 739802 FT6G FLOOR GIRDER t t Job Reference(optional) riff, --- . —...,— — C,: I..n 1h f f •1a a7 *A, 7 Pnn. 1 wner¢an t7uwett. auVV7• ^""' .w•e,.. .aww 0-1.8 H 2f —6-0 20 II 3x4 II 20= 6xl2MT20HS= t ? 3 3x4 = 4 ID: 15glgrOgL3bt90B_nJeOlhzlb2u-wF7DgUeK A1aB7pOjLO6Agx?tzohrOxosprly3z1763 41c6 = 06 = 3x4 = 20 II 20 II 36 FP= 5 6 7 e a 10 11— I 0--pt.rp6 5dale . 1:37.6 3x4 II 2x4 II 602 MT20HS = 20 = 11 12 13 7xe = 3x6 11 7x10 = 34 FP= 4x6 II 3x6 II 3x6 II 4x6 II 34 FP= 7x10 = 3x6 II 7xe = Plate Offsets (X,Y)-- [4:0-1.8,Edge), (6:0.1-8,Edge), [7:0-1-8,0-0-0), [10:0.1.8,Edge),113:0-1-8.Edge[,114:Edge,0-3-0[, [18:0-3-0,Edge), [21:0-3.0,Edge), [25:Edge,0-3-0), 126:0.1-8 0.1-01,427:0-1.8.0-1-01 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Ven(LL) -0.42 20 >611 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.66 20 >388 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr ' NO WB 0.93 Horz(TL) 0.05 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 147 lb FT = 20%F. 11°bE LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc puffins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 25=151510-4.0.14=1248/0.4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3_ 4506/0, 3-4-4461/0, 4-5= 5668/0. 5-6=-6085/0, 6-7=-6085/0, 7.8=-6074/0, 8.9=-5097/0, 9-10=-5097/0, 10-11=-3596/0, 11.12=-3610/0 BOT CHORD 24-25=0/3150, 23-24=0/3145, 22-23=0/5668, 21-22=0/5668, 20.21=0(6100, 19.20-0/6085, 18.19=0/5975, 17-18=0/5097, 16-17=0/5097, 15-16=0/2541. 14-15=0/2545 WEBS 2-25=-3375/0, 12-14=-2726/0, 12.16=0/1390. 6-20= 267/222. 7-19=487/2, 3-23=-593/0, 2.23=0/1769, 4-23_ 1319/0, 4-21=0/267, 5.21=-646/67, 5-20=-452/385, 10-16_ 1640/0, 10.18=0/407, 8.18=-1181/0, 8-19=-52f/86 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The solid section of the plate is required to be placed over the splice line at joints) 22, 17. 4) Plate(s) at joint(s) 22 and 17 checked for a plus or minus 5 degree rotation about Its center. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 501 lb down at 4-1-4 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 14-25— 10, 1-13=-100 Concentrated Loads (lb) Vert: 3_ 421(F) WARNING - Veft dedgn peremetero and READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PAGE 1IB.7473 rov. IGW,2016 BEFORE USE Design valid for use orgy with Milek®conneclors. INs deslgn Is based only upon Ixtrunelefs shown. oxdl Is lot an IrdlNklual building component, not a Inns system. Before use. the tx/ldng designer must vedly, Iho cpbpkabllty, of design parameters call pxopody lncogorato this design into the overall Additional lemporary and permanent tracing WOWbuildingdesign. Bracing Incilcatod Is to prevent bxrcMing of UWlvlducl miss web and/of chord members orgy. Is always i(Ki liod lot stability and to prevent collgxe with possible personal "and Ixoporly damage. For general Quiclo nce tog®ding M Iatrlcollom storage. delivery. etoclbn and bracing of trusses and truss systems. seeANSI/TPI I Quality Criteria. OSS-89 and SCSI Building Component 6804 Parke East Blvd. Safety Information ovaiklxe from truss Plato Institute. 218 N. Lee Sheol. Sulte 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss TWO Qty Ply T1I508596 739802 FT7 Floor 6 1 Job Reference Bona c uT.l, IM,uuu. Inn R,.Lm'In f 1 '1n n9 2e17 Peae 1 Mumma. oaeoere aapp y. 0.1.8 H 1 2-6.0 3x8 = l 2 3 1 i to ID: I5gjgrOgL3bt90B_nJeOlhzlb2u-ORgbtgeytT9RoHOPG2XLj2UB?N6Ragnx4TbHVl/z 1762 2-0-10 I 2-ao ° :?q 0}t{8 Scale . I :30.5 3x4 = 3x4 = 34 FP= 3x6 = 4 5 6 7 e 9 10 i-]II AIi. A —II fti salts Y 3x6 = 3x8 MT20HS FP = 3x8 = 30 = US = 3x6 = 2 4 4 Plate Offsets (X Y) 5.0.1 8 Edael 16.0.1-8 Edged (10.0.1-8 Edael 113.0-1-8 0.0.Ol 114.0-1-8 Edged 118.0.1-8 0.1-0) 119:0-1.8 0-1.0) 120:0.1.8,0-1.01 LOADING (psi) SPACING- 2-0.0 CS1. DEFL. In (bc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Ven(LL) 0.37 14-16 581 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 079 Ven(fl-) 0.59 14-16 363 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.06 11 We We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 91 lb FT = 211 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc punins, except 8-10: 2x4 SP No.2(flal) and venicals. BOT CHORD 20 SP M 30(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11.15: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 17=981/0-7.4, 11=975/0-3-8 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3-302310, 3.4=-3023/0, 4.5=-3452/0, 5-6=-3452/0, 6-7=-3002/0, 7.8=-3002/0, 8-9=-3002/0 BOT CHORD 16-17=0/1 823,15-16=0/3553, 14-15=0/3553, 13-14=0/3452, 12.13=0/3435, 11-12=0/1853 WEBS 2-17-2016/0, 9-11=-2034/0, 2-16--0/1326, 9.12=0/1270, 7.12=-132/361, 4-111 4-14— 332/345. 6-13=-27/405, 6.12-119610 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 2x4 MT20 unless otherwise Indicated. 4) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131' X 3') nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. WARNWO - Verily deOgn peramaters end READ NOTES ON TH S AND rNCLUDED MnEX REFERANCE PAGE MO.7473 mv. 1002,2016 BEFORE USE Design valid lot use only Nlth Mliek®conn actors. 11* deslr/1 k txaed orgy upon Ixaanoters shown. and Is for an Individual Ixddklg component. not a truss system. Before mo, the Ixdldlng designer must verity the aWICa1181ty 01 design paamoters and txopaty Incopotato Ink design Into the ovmd[IAdd911onalIemlxxaryandpertrucmontIxacing MiTek' txdldfrtg design. Bracing Indicated Is to txovenl txrckling of InclWtKd Inrss web arKl/or chord membets only. Is always fo%drod for slatAlty and to ptovenl colI with I porsaxa tr>Irry and Ixotxtnty damage. rot general guidance reamalintg the fcrtxk:ulbn storage. delivery. erection and bracing of irLmes dud Russ systems, soeANSI/IPI I Quality criteria, DSB-89 and SCSI Bulldtrtg Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Inlotmatlon available from truss Pleb institute. 218 N. too Street. Suite 312. Aloxatd110. VA 22314. Job rus8 Truss Type H T11606597 739802 FT8 Floor 4 1 r Job Reference tional n nn.e Inn C., f„n 7e f 1 •M•M 9r117 Onn. 1 0.1.8 I I 1.110.122.6.0 4 19 ID: 15gigrOgL3bt908_nJeOlhzlb2u-ORgbtgeylT9RoHOPG2XLi2UCCNSHabZx4TbHV Vz 1762 2. 4.14 _1 i 2'00 DX1, I08 Stale . 1:30.5 4x6 = 3x8 = 3x6 FP= 3x4 = 30 = 3x4 = 1 2 22 3 4 5 6 7 a 9 10 y Pmom PPPPPP" w 11111111111f nt•w-A/ YLL' 06 = 3x6 = 3x6 FP= 3x8 = 3x6 = 3x6 = 2. 3J 18-t-12 2- 3-415.10.8 Plate Offsets (),Y}- (2:0.3-0,Edge]. (6:0.1.8,Edge], (7:0.1-8,Edge], (10:0-1.8,Edge], 113:0-1-8.0-0-01. [14:0.1.8,Edge], jIS: Edge,O-1.8], (19:0-1.8,0-1-0], 120:0.1-8,0.1.01, (21:0.1.8 0.1. 01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40. 0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.13 14-15 >999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.2011-12 >948 240 BCLL 0. 0 Rep Stress Incr YES W B 0.90 Horz(TL) 0.03 11 rVa rJa BCOL 5. 0 Code FBC2014/TPI2007 (Matrix) Weight: 94 lb FT = 20%F, 119bE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flal) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(llat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 6.0. 0 oc bracing: 17-18. REACTIONS. (lb/ size) 18=-876/0-7.4, 17=2103/0.8-0, 11=729/0-3.8 Max Uplift 1 8=-956(LC 4) Max Grav 17=2103(LC 1). 11=729(LC 4) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-22=0/1637, 3-22=0/1637, 3-4=-1397/0, 4.5_ 1397/0, 5.6= 1397/0, 6-7=-1998/0, 7.8_ 1975/0, 8.9=-1975/0 BOT CHORD 17-18=-1637/0, 14-15=0/1998, 13-14=0/1998, 12-13=0/2001, 11-12=0/1323 WEBS 2- 17=-1219/0, 2-18=0/1892, 3-17— 2003/0, 9-11=-1450/0, 3-15=0/1349, 4-15=-277/0, 9.12= 0f721, 8.12=-256/88, 6.15=-712/0, 7-12=-376/217 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=11t) 18=956. 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 X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. Q WARNING. Vwtfy deagn parameters end READ NOTES ON THIS AND O CLUDED MIrEK REFERANCE PAGE MA7473 rev. 10AMW16 BEFORE USE Design valid for use only vAlh Mild connoclots. frds design ist)=d ordy upon p]ratneters shown. and Is lot on t dllvkltal h-AdIng cornponent, not cr buss syste n. Boloto use. theIxdlcbV designer must vodN the appllecdAlty of design 1xvcanolers and Ixolxnly Ineoglorate this design into the overall only. Addlilorial temporary and pemxmnl Ixocing M iTek' txAding design. flracing Indicated Is to Ixevenl bucMing of Individual truss web and/or chord members tsdways tec" red for st=dltyand to txevenl colloM wllh txos a persordd"and rxoporty dkanOge. For general grldance iegadling the kdxiccnibn. slorago. delivery, election ardd txaCing of truwA aril truss systems scroANSVFPI t Cua111y CAteft OSS-89 and SCSI flullding Component 6904 Plake East Blvd. Tampa. FL 33610 Safety Information avalk"o, Zorn truss Plate Institute. 218 N. Loa Streol. Suite 312. Alexandria. VA 22314. Job Truss Truss Type oty ly rt,so6see 739602 FT9 floor 2 III Job Reference tonal n nn,e •. . .. ..•.... Iw.. C.: I.... M ..•1a•N MI17 P— 1 wrwncan taw.a..s ouYV7• ••un.• ,,....,,. .,...,.... ID:1SgjgrOgL3bt90B nJoOlhzlb2u-sdE_5AIaWnHIGRzbgm3aFFOM2mTKJ1C5J7Kglxz1761 0-1.8 H 1.1 0.12 2{r0 2 4-14 2.4.10 2 7$ g 1:31.3 2x4 II 2x4 = 20 II 6x6 = 2x4 = 5x8 = 3x8 = 3x6 FP = 30 = 30 = 20 11 30 =30 = 1 2 3 4 5 6 7 a 9 10 11 Sx6 = 36 = 3x6 FP= 3x8 = 20 II 2x4 II 3x10 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Ven(LL) -0.16 14.15 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Ven(rL) -0.31 11 >599 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) -0 02 10 We n1a BCDL 5.0 Code FBC2014(rP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 20 SP No.3(llat) BOT CHORD REACTIONS. (lb/size) 18= 875/2-7-4, 10=722/0-3.8. 17=2091/2.7-4 Max Uplift I8=-992(LC 7) Max Grav 10=722(LC 4), 17=2151(LC 7) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=0/1825, 3.4=-1360/0, 4.5=-1360/0, 5-6=-1360/0, 6-7=-1928/0, 7-8=-134710, 8-9=-1347/0, 9-10= 1351/0 BOT CHORD 17-18=-1825/0, 16-17=-167/320, 15-16=-167/320, 14-15=0/1928, 13-14=0/1928, 12-13=0/1928 WEBS 2-17=-1337/0, 2-18=0/2109. 3-17_ 1983/0. 10-12=0/1465, 8.12=-278/1, 3-15=0/1328, 4.15=-280/0, 7-12= 640/0.6-15=-660/0 PLATES GRIP MT20 244/190 Weight: 92 lb FT = M0 .F, 11%E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end venicals. Rigid ceiling directly applied or 6.0.0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 18=992. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks• on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6) CAUTION, Do not erect truss backwards. 0 WARNING. Vedly doafpn Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.74" rev. rGWMIS BEFORE USE. Design vakl for use only vnm Mllek®conneclors. Iffs drsslg, is lxwd only upon parameters shown. and Is lot a, k4tvkko, buldIng component, not a Otrss system. Before tow. the lxLrlh,g designer mtal vedfy the gsplk:cAAlry of design parameters and ptopedy Incorl010he Wills designs Into the over,, Ixrldrlg doslgn. Bracing Ira9cated Is to prevent bucNhlg of I KWAdta, lass web and/or chord members only. Addltlorasl temporary and permcxont L40Cing M iTek' h always required lot st„Illty and to prevent collapse wllh possUo personal "and property damage. For genotal Guidance rogadrlg the laWcallon. storage. dollvery. erection oaf IxaCh,g of fnnses cxal truss systems. woANSI/TPI I Quality criteria, OSS-89 and IICSI Building Component 6904 Parke East Blvd Safety IMotmaxon ovcl,atAe from truss Plate Insllksle. 218 N. Leo Sheel. Stile 312. Alexarafrla. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qn TiiSO6699 738802 FTIO Floor 7 IFF t Job Reference o hona e 9M[ IT 4 InAunru tm Fri .tarn 3n t t 26 St 2et7 Pam 1 0.1.6 H 1 2.6.0 I D:15gigrOgL3b(908_nJeOlhz lb2u-17y3Mi VOane8MRT5ZXK X E W_8gX?vm OBAKbhe4Cz 176E 2.5.12 1.10-0 0 1 Seal . 1:30.1 2x4 If 20 II 2x4 II 3x4 = 3x6 FP=2x4 II 3x6 = 2x4 = 3 4 5 6 7 8 9 3x6 = 3x6 = 3x4 = 3x8 MT20HS FP = 3x8 = 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in hoc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.80 Ven(LL) -0.54 11-13 >386 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.84 Ven(TL)-0.8111-13 259 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.74 HOrz(TL) 0.06 10 n/a We BCOL 5.0 Code FBC20141TP12007 Matrix) Weight: 86 lb FT = 20°bF, t 1°oE LUMBER- BRACING - TOP CHORD 2x4 SP M 31(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puriins, except 6-9: 2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP M 31(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 10.12: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 15=95310-3-8.10=953/0.4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3183/0, 3.4=-3183/0, 4-5=-3183/0, 5-6=-2955/0, 6-7=-2955/0, 7-8=-2955/0 BOT CHORD 14-15=0/1805, 13-14=0/3183, 12.13=0/3416, 11-12=0/3416, 10-11=0/1817 WEBS 2-15=-1980/0, 8-10=-1994/0, 2-14=0/1544, 3-14=-497/0, 8-11=0/1259. 5-11=-512/0, 5-13=-476/293 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.13V X 3') nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING • Vorfry dadpn parameters and READ NOTES ON rnS AND INCLUDED AMEX REFERANCE PAGE NO.7479 rev. ftLCIMIS BEFORE USE. De*jn vd1U for use only wlm Milek®conrloctors. ittk design Is based only upon patantoters shown. and is for a1 ktdh4dual balding component, col a truss system. Before use. the trading designer must verify the alxAlcabeity, of design pxsamolets arW property Incorporate mis design Into the overall IxBdkV design. Brachg Indicated Is to Ixevont rxtcMktg of Indk4dual lapse web aril/or chord members orgy. Additional temporary and pennanonl Ixacklg M iTeW is always rood per slab efty 0n4 to prevent collapse vAlh possible p ersonaj play and property damage. For genord grldaico tegardkV the la ricatktn. storage. doltvery, erection and Ixocing of trusses and fftm systerns. soeANSI/nn I Quality Criteria, OSS-89 and BCSI Bul ding Component 6904 Parke East Blvd Tampa. FL 33610 Safety Information available koin truss Rate Instltule. 218 N. Leo Street. Sidle 312. Alexanddo. VA 22314. Job russ Truss Type oty ply T11506600 739602 FT10A Floor 1 l Job Reference tional c.n - w -..n nn.c 1.... [.: I..n M t t •--G7 MI1 ] Dnn 1 mmemen OU100t. JYPPIr. ID:15gjgr0gL3bt90B_nJe0lhzlb2u-DKW RZ3W2LSm?_b217Ermm1W I9xM$Vh3KZF0Bcez 176D 2- 6-0 2.2-6 1j 10.0 0148 Scale . 1:29 7 3x6 = 20 II 3x4 II 3x8 = 2x4 II 2x4 11 30 = 20 11 3x6 FP= 20 = 1 2 3 4 5 6 7 e 9 to t. ... •- -- 3x6 = 3x6 = 3x4 = 3x8 MT20HS FP = 3x8 = 3x6 = 17. 5-0 17. 5-0 Plate Offsets (X.Y)-- fl:Edae.0-l-e1.13:0.1.8.Edael.(4:0-1-8.0-0.01.f9:0-1-e.Eduel.113:0-1-E.Edgpj,[14.0-1-8 Edae) 116.0-1.9 0.1-01 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. In (loc) t/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Ven(LL) 0.49 11-13 421 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Ven(TL) 0.73 11-13 281 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.70 HOrz(TL) 0.06 10 n/a n1a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 86lb FT = 201SF, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(Ilat) 'Except' TOP CHORD 7- 9: 2x4 SP No.2(Ilat) BOT CHORD 2x4 SP M 31 (flat) 'Except' BOT CHORD 10. 12: 20 SP M 30(Ilat) WEBS 20 SP No.3(flat) REACTIONS. ( lb/size) 15=944/Mechanical, 10=938/0.4.0 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3086/0, 34=-3086/0, 4-5=-3086/0, 5-6=-2891/0, 6.7=-2891/0, 7.8=-2891/0 BOT CHORD 14.15=0/1780, 13-14=0/3086, 12-13=0/3321, 11-12=0/3321, 10.11=0/1782 WEBS 2-15=-1959/0, 8-10=-1956/0, 2-14--0/1460, 3-14=460/0, 8-11=0/1226, 5-11= 478/0, 5- 13= 473/269 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) Refer to girder(s) for truss to truss connections. 4) ' Semi-rfgid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 0 WARNING . Vedry dedgn pernmeteM and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MB-74TJ mv. 180M16 BEFORE USE Oeslgt vdid for use only Will MlfekO conraclorS. IM deslip is booed only upon paamaters Mown. and Is for an tndlvlWd tAddNlg comporant, not a truss systeln. BOlore use. Me ixDd9np deslgrlor mtrsl verily the d4Xpl1cal1I1V of d eslgrl paanoters <md Ixopwly Incogwrato this design Into the overall lxddksg design. ®dicing frxticated Is to Ixovent txickllrtg of MdMd al uuss web and/or crKxd mernlxxs only. Additional temporary c d peanaWnt Lxaang WOW h always recluaod Nor statAlty and toixovent collgm with possBAe persorat trs)tay rnW Ixopeny damage For goneial guldatco regarding ow fnlxlcallon. storago, delivery. otaction and bracing of Irtmos and inns systerns. swANSI/TPI I Quality criteria, OS6-419 and SCSI Building Comporsanl 6904 Parka East Blvd. Salary Information available Donn truss Plato Irtstlluto. 218 N. Lee Street. Stllo 312. AloxcMdo. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qtv ply Tt1506601 730802 Fri Floor 15 1 Job Reference(optional) a onto u.T.Y Indu.a,.a Ire 9-1— 2n 11 29 52 2017 Paaa I AIM oulx]ere Aup ply, —1.1 nave a.wov - ID:15gpgrOgL3bt908_nJeOthzlb2u•OKWR23W2L5m7 b217ErmmjWlrxNHVI18K2FOBcez176 2.6-0 2.1-0 1I11.8 0148 Scale . 1:29.7 3x6 = 20 II 3x4 II 3x8 = 2x4 II 2x4 II 30 = 2x4 II 3x6 FP= 2x4 = 1 2 3 4 5 6 7 8 9 to .. ... •- 3x6 = 3n6 = 3x4 = 3x8 MT20HS FP = 3x8 = 3X 17.5-0 17.5-0 Plate Offsets (X.Y)-- f1•Edae 0-1 81 (3.0-1 8 Edgel 14.0.1.8 Edgel 9:0-1.8 Edael 13.0-1-8 Edgel 114.0-1-8 Edgel 116.0.1.80.1-01 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in plot) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.48 11-13 434 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(fL) 0.72 11-13 288 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 86lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) 'Except' TOP CHORD 7-9: 2x4 SP No.2(ilal) BOT CHORD 20 SP M 31(Ilat) *Except' BOT CHORD 10.12: 20 SP M 30(Ilat) WEBS 2x4 SP No.3(ilat) REACTIONS. (lb/slze) 15=944/Mechanical, 10=938/0-4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-3080/0, 3-4=-3080/0, 4-5=-3080/0, 5.6=-2891/0, 6-7=-2891/0, 7.8-2891/0 BOT CHORD 14.15=0/1780, 13-14=0/3080, 12-13--0/3326, 11-12=0/3326, 10.11=0/1783 WEBS 2-15— 1960/0, 8-10=-1956/0, 2-14=0/1450, 3-14=-455/0, 8-11=0/1225, 5-11=-484/0, 5-13-482/265 Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) Refer to girder(s) for truss to truss connections. 4) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 0 WARNING • VeAry ded9n PatunWam and READ NOTES ON THIS AND INCLUDED M EK REFERANCE PAGE MIF7473 rev. tAN3,201S BEFORE USE Design valid for use orgy with Ml lek®conrvactors. Ms design B I>OWJ orgy upon porahwtors sfwwlL and Is 101 an Individual Wlding comlior>F nt. not a Was system. Below uso. tho Ixll(" (feslglwr must veAry, the applicatAlly of dos1(n pwrarnetels and pxolony lncg)Otato thts defign Into Iho overall txOdt ng design. Btacing exacoted is to p revonl bmldkng of indMchrd tress web and/or chord memban orgy. AtkBllorxl temporary and permanent txacing Is always rocadted lot slabaily and to Ixevent collapse with possIlAo personal u*ry and Ixopeny, damage For gonerd guidance regarding tho MiTek' k1xlCatloft storage. dellvery. erection and Ixaci ng of tnrssos aril Inm systorns, seeANSI/IPI I Cua9ty C1116do. DSB-89 and SCSI Building Component 6004 Parke East Bktd. Tampa. FL 33610SafetyInlormadanavdlatl0fromIr1mPlatoInstitute. 218 N. Lee Street. S11to 312. Alexandr1a. VA 22314. Job Truss Truss Type ory Ply Tt1506602 738802 FTt2G FLOOR GIRDER t t Job Reference clonal 2-6-0 5x6 = 34 FP= 3x6 II 2 3 4 ID:15gjgrOgL3bt908_nJeOlhzlb2u•hW4pnPXg6PusbkdUhyM4Jx3U7LgVE4JTnvA184zl76C 0 h1 Scale . 1:29.7 U12 = 3x6 FP= 3x6 II 7x6 II axe II 3x6 II 20 = 19 5 6 20 7 21 a 9 22 10 3x8 - v 3x6 FP= 20 11 2x4 II 4x6 = Sx10 = 4xt2 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) Udell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Ven(LL) 0.30 12-13 692 360 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Ven(rL) 0.39 12-13 522 240 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(rL) 0.08 11 n/a n/a SCOL 5.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP N0.2(flat) 'Except' TOP CHORD 1-8,3-10: 2x4 SP M 30(flat) BOT CHORD 20 SP No.2(flat)'Except* BOT CHORD 11.15: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 9.11,5.16: 2x4 SP No.2(flat) REACTIONS. (lb/size) 17=690/Mechanical, 11=462/0-4-0 Max Uplift17=-596(LC 10). 11=-1391(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 pb) or less except When shown. TOP CHORD 2-3=-1888/3023, 3.4— 1888/3023, 4-19=-1888/3023, 5.19=-1888/3023, 5-6=-1779/4761, 6-20=-1381/4751, 7-20=-1381/4751, 7.21=-1381/4751, 8-21=-1381/4751, 8-9— 1381/4751 BOT CHORD 16-17— 1435/1267, 15-16=-4761/1779, 14-15=-4761/1779, 13.14_ 4761/1779, 12.13=-4761/1779, 11-12=-3092/807 WEBS 2-17=-1383/1566, 9-11=.876/3370, 2-16_ 1739/681, 4.16= 318/20, 9-12= 18581628. 7-12=-87/898, 5.16=-139/2426, 6-12=-691/187 PLATES GRIP MT20 244/190 Weight: 113 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 6.0-0 oc puffins, except end verticals. Rigid ceiling directly applied. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 17=596. 11=1391. 4) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 630 lb up at 7.3.4. 630 Ib up at 9-3.4, 630 lb up at 11.3-4, and 630 lb up at 13.3.4, and 630 Ib up at 15-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 11.17_ 10, 1-10=-100 Concentrated Loads (lb) Ven:6=146(B)19=146(8)20=146(B)21=146(0)22=146(B) WARNWO. Vwfry dadpn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0-74TJ rev. 14020015 BEFORE USE Deslgt valid lot use only with Mllek® Conractors. this design Is based only upon IrHametets shown. and Is tot an h dtvkfttal tukltrng component not a fit as systosn. Before use, One bradng deslgnot must verity the a"dk:abllty of design twrarnoters and pxopedy lncMotato this design Into the overall brAdhng design. 9ratcing Indicated Is to lrovent buckling or Individual Inm web and/or chard members only. Ad lillo al lornferatry and permanent Irochng M iTek' h always regAod tot stability and to pevant catlgne with possible personal k*ffy and lroredy dornoge. For gonord guldanco rogatdhQ Ise rabbatlon, storage, dodNory, otoCllon and bracing of fumes and trim systems x"NSI/IPI I Cuatiry Criteria, DSB-89 and BCSI Sulldlny Component 6904 Paske East Blvd. salary Information avaldablo han truss Plato Institute. 218 N. Loe Street. Sidle 312, Alexandria. VA 22314. Tampa. FL 33610 Job runs Truss Type oty ply Ttt506603 730e02 FT14 Floor 4 t Job Reference (optional) 0.1.8 H 2.gq 30 = 2 ID:15gjgrOgL3bt908_nJaOlhzlb2u-hW4pnPXg6PusbkdUhyM7Jx3asLISEDpTnvAl84z 176C 2x4 II 2x4 11 3 4 3x4 = 5 01.18 Seale . 1:20.4 20 11 2x4 = 2x4 = 6 I 9 S 3x4 = 3 g 7 3x5 = 4- 12-1.4 Plate Offsets (X.Y}- 3:0.1.8.Edge) 14:0.1.8.Edgel.16:0.1-8.Edgal. 18:0.1-8.Edgel.(9:0-1-8.Edgel 111.0-1.8 0.1-01 f12:0-1-8 0-1.01,113:0-1-8.0.1.01 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Ven(LL) 0.12 9-10 999 360 MT20 2"/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Ven(rL) 0.23 9.10 603 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.03 7 n/a We BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 61 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except SOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. ( lb/size) 10=642/0-4-0, 7=849/0-7-4 FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1596/0, 3-4_ 1596/0, 4-5=-1596/0 BOT CHORD 9-10=0/1133, 8-9=0/1596, 7.8=0/1115 WEBS 2.10=-1241/0, 5-7=-1232/0, 2-9=0/591, 5-8=0/605 NOTES- 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. Q WARNING - Verily do0gn petemeten and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE M/F7479 rev. IGGZY0I6 BEFORE USE Design valid nor use orgy vAth Mlfek® Connectors. this design b based orgy upon Iordmeters shown. aryl is for an lndlvidual txAdng component. not a tikes system. Before too, the pxONng doslgner must vedty Iho ofolcatAlly of design pc raneters and Ixopony Incotporato 11* daslgn Into One overdl bidding design. Bracing VK11coled is to prevent tucking of MMauOI Ines web and/or chord membets only. Addlloral temporary and petrnanent txocw* WOW Is alwoys tocplrod lot stalAlty and to pevont collapse with possible personal tnpey and Ixoferty domogo. Fa general guidance fegordkng M Idxlccrlkri storage. delivery, erection ctnd lxacing of lamas ctnd tikes systems, seeANSI/TPI I *"fly Criteria. OSS-e9 and SCSI Sullding Component 6904 Pltke East Blvd. Safety Information available llom [fuss Rate Institute. 216 N. Lee Sheet. Suile 312, Alexandria. VA 22314. Terrpa. FL 33610 Truss Truss Type oty Ply T71506604 739802 FT16 Floor 2 1 Job Reference (9ptlona0 wne can ounce.• a YY7. ••uo. r.a..,.. wvw 0-1.8 H ' 2-s-o 3x4 = 2 2x4 II 20 II 3 4 10:15gjgrOgL3b1908 nJeOlhzlb2u•gleC_IXlsiliDuCgFitErSclkk6?zg8d02vlgWz1768 3x4 = 5 Scale . 1:20.0 3x4 II 6 3x6 = 3x6 = 11.10.0 11.10-0 Plate Offsets (KY)-- 3.0-1-8 Edael (4.0-1-80.0.01 f8.0.1-8 Edgel f9.0-1-8 Edgel f11.0-1-80-1-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Ven(LL) 0.10 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 en(rL) 0.21 9.10 661 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 HOrz(rL) 0.02 7 n/a We BCDL 5.0 Code FBC20141TP12007 Matrix) Weight: 61 lb FT = 20%F, 1 I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 10=631/0-4-0, 7=637/Mechanical FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1549/0, 3-4=-1549/0, 4-5=-1549/0 BOT CHORD 9-10=0/1109, 8-9--0/1549. 7.8=0/1111 WEBS 2.10= 1215/0, 5.7=-1223/0, 2-9=0(559, 5-8=0/556 Structural wood sheathing directly applied or 6.0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 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 tens. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect tens backwards. Q WARNING. Vertry dedgn penmoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10N]1016 BEFORE USE Deslgrn vafkl tot use only vAlh MIlek® connectors. 8ds d0s1n is rased only upon paraneters MOVAI. and Is fa an trnrllvldUd 1xddkng compam0nl. riot o tnas system. 80toto tse, lho mAdIng designer mtsl verify the c44AIcc"lty of design ioranelea and lxopedy Worpmate itfs doslpn Inlo the overall buiclI B dedUn. 9acing Inrllealod Is to ptovent buclaing of trnrllvldttal IaR wob and/or chord mernbm only. AddlWxA temporary and permanent txactrng WOW It always required fa stability and to Ixovont collgxo with posAAe personal"and Ixoperty damage. For genetal gtldalco regadrtA the 6904 Parka East Blvd. falxk:atkxt. storago. delivery. erection aria txacho of trusses and farss syslafns. sooANSi/IPI I Quality Criteria, OSS-89 and BCS1 Building Component Safety Information avallalxe from trim Plato trutitule. 218 N. too Strool. Sulto 312, Alexandria. VA 22314. Tanga, FL 33610 Truss Truss Type 0 ly T11SO660S 739802 FT17 Floor 2 1 Job Reference tional ID: 15gjgrl)AL3bt908_nJe0lhzlb2u-9reC_IXlsil jOuCgFItErBcmGk8Azh5d02vIgWz 1768 0.1.8 2-6.0 1.10-0 1 1.10-0 0 'a H Scale . i:i7.5 3x4 = 2 30 = 3 4 5 6 3x4 = 30 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Ioc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Ven(LL) -0.06 7.8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Ven(rL) -0.12 9.10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.02 7 n/a We BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 54 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x4 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) 10=559/0-7-4, 7=559/0-8-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3_ 1180/0, 3.4=.1180/0, 4-5=-1180/0 BOT CHORD 9-10=0/902, 8-9=0/1180, 7.8=0/902 WEBS 2-1 0=- 1003/0, 5.7=-1003/0, 2-9=0/414, 5-8=0/414 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 20 MT20 unless otherwise indicated. 3)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 stlongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-1Od (0.131a X 3a) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNWO • VWW dasfpn panmman and READ NOTES ON INS AND INCLUDED WFEK REFERANCE PAGE 619-7479 rev. IO MPAIS BEFORE USE Oe*p vdkl la rise ordy vAm Mllekb connectors. Ms de*p is based orgy Lgson rxwaneten slwwn, and is la an trrdhAducd baking componenl. not a tuts system Belote use. the txikdng designer must vodN the alsplkobllty, of deign paiamolors and proporly Incapaalo INs design Into the overall Additional temporary and permanent Ixacmg WOWbtfdtngdesign. Bachg Indicated 1s to prevent txtckttng of Individual l truss wet) and/or chord members orgy. is always required for stotAlty and to provanl collalxo wllh posble I ersorxd"ax1 property damage. for genoral guidance regarding the latx1 atkm. storage. delivery. erection and txacing of Irtmes aanaf truce syslems, seeAN51/IPl1 Quality CAterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from that Plato institute. 218 N. Leo Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 ruse ruse ype H T1t508606r739802FTieFlow11 Job Reference (optional) w wncun ow u.v auYY7• .. ,,,,v, .,v.v.., .awvv 10:15glgrOgL3bt9OB_nJeOlhzlb2u-dv6a65YxdO9ar2nsoNOTOM8x38Toi8PmFDlsDzzt 76A 0.1.8 H r 2.8-0 1.10-0 a 0.4 i 1.10-0 2x4 = 2x4 = 2x4 11 2 30 = 2x4 If 3 - 420 II 3x4 = 5 I Scale. :17.2 20 11 62x4 = 1 7-1 6 ge Q Q 9 e 30 3x4 = 3x4 = 3x6 = LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TPI2007 CSI, TC 0.34 BC 0.39 WB 0.27 Matrix) DEFL. in Ven(LL) -0.05 Ven(TL) -0.11 Horz(TL) 0.02 poc) Well Ud 7.8 >999 360 7-8 >999 240 7 n/a rt/a PLATES GRIP MT20 244/190 Weight: 53 lb FT = 20%F, 1 I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins, except SOT CHORD 2x4 SP No.2(I1at) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 7=541/0-8-0, 10=548/0.7-4 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--0/879, 8.9=0(1139, 7-8=0/893 WEBS 2.10=-978/0, 5-7— 982/0, 2.9=0/385, 5-8=0/375 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. Q WARNING- Vadly dedyn pammefen and READ NOTES ON THIS AND INCLUDEO Ml7EX REFERANCE PAGE M47473 tay. 10AU IS BEFORE USE. Design vcaa lot use orgy with Mllek® connectors lids design Is tXned orgy upon parameters shown, aril Is fa an Individual Ixlldklg component, not a leas system. Isefora uso, Ito Witcing closlgner must verify the appllcabllry of doOgn pwratnolots axf pxopetly Incorporalo this design Into the overall t3u1aling doslgn. eacklg lrxilcated Is to prevent Ixtckllng of IndWual buss web as/or curd members orgy. AdcBlkxwl le mryoray aid permanent Ixaclrlg MOW Is always re%tod lot strmllty and to prevent cotlgxe vAth poss8xe personal aNtry and pxopony damage. For goner l guidance ragardng the fatx1callom storage. dollvery, eroclbn and bxcx:hlU of trusses and lnrss systems 1ooANSVIPI I CuatiN Criteria, Ds6-119 and SCSI Building Componenl 6904 Parke East Bind. Safety Information avaltablle from [fuss Plate institute. 218 N. Loa Street. Salle 312, Aloxaxxlna. VA 22314. Tampa, FL 33610 p ruse ruse Type ty ply Tt1508807 738802 Milt Floor 5 t Job Reference(optional) 1 F'J 3ptt•28.5520t7 P 1 American Builders Supply, winter Haven, FL 33880 10 7 WO s Apr 82016 Mask Industries, nc. rr un oys ID:15glgrOgL3bt908_nJeOlhzlb2u-dvCaC5Yxd09ar2n$ONOTOM8uMSXgi 1 Hm FDfsOzz 176A 0.1.8 I —I i 0-11-0 2.6-0 _ 1.7.4 7x6 = 3x6 II iD 6x6 = 3x6 II 6x12 = 4x6 = Scale . 1:11.4 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In poc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Ven(LL) 0.01 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Ven(rL) 0.01 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WS 0.73 Horz(TL) -0.01 5 n/a Na BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 44 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11 4 OC pudins, except SOT CHORD 2x4 SP No 2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceding directly applied or 6.0-0 oc bracing. REACTIONS. (Ib/size) 5-352/Mechanical, 7=3231/0.8-0 Max Uplift5_ 530(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=0/2233, 2.11=0/2233, 2-3=0/2234 BOT CHORD 6-7=-916/0, 5.6=-915/0 WEBS 2-7=-335/0, 3-7=-1626/0, 3-5=0/1072, 1-7— 3150/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=530. 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 5-a=-10, 1-4=-100 Concentrated Loads (lb) Vert: 1=-2260 Q WARNING - Vanity deNpn perameters and READ NOTES ON TIM AND INCLUDED MREX REFERANCE PAGE M67473 rev. IMMO1S BEFORE USE Design vaikl for use orgy with Mltc6 connoctas. this design is based only ut»n rXzoinelers shown, and Is lot an Individual bulddig comlwnent. not a Ines system. Bofore two, the txdlding desl0ner rnttsl vedry ihocyiolcaLAity of c$o*p Ixxamotea and txopolly Yicerpotato Ihk dosion Into the overall UticMtO de*jn. Bracing Irdk:atod Is to prevent braiding of IntlNldtal truss web and/a chord mornbets orgy. Adci fond iemporary aid permanent ixac#V MiTek' Is always tegtLed for statAlty, and to rxevanl co8gtso with possble personal Infl ry and Ixopedy damage. For general guidance regarding the fcAxbcrlbm storage. dblNery, eroollon and txcielrtg of trusses and miss systems. sooANSI/nnI Cudlty CdtaAa, DSB-89 and SCSI Building Componenl 6904 Parke East Blvd. safety Information ovdlloble Iran truss Plote Institute. 218 N. Leo Street. Sulte 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type oty ply T11506808 739002 FT20G floor Girder 2 1 Job Reference Lionel t: 1 •GG Mt 9 Dn.0 1 Amatcan BurrdelsSupply. winter maven, FL ;5jU4U- ID. 15glgrOgL3bt90B_nJeolhzib2u-5*PRzzOKHRSCM3M4vixzhesYpRRXWvTtOPIPz 1769 0B- 12 0--12 I 3x4 II It 2 4x6 = 3 2x4 II 4 20 11 5 4x6 = 6 3x4 II scale . 7:9.5 4x6 = 4x6 = 74 4-3.12 s. e (1.1M 19 1 •a 8 Plate Offsets (X.Y)-- ll:Edoe.0.1-81.13:0.1.8.Edge1.I4:0-1-8.0-0.O1.I7:Edgp 0-1.81 18.0.1-8 Edael f9.0.1.8 Edciel LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Ven(LL) -0.01 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Ven(rL) -0.02 9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.01 7 n/a rVa BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 30 lb FT = 200SF, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(llat) BOT CHORD REACTIONS. ( lb/slze) 10=1189/Mechanical, 7=1081/0.3-4 Max Grav 10=1190(LC 3). 7=1081(LC 1) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1291/0. 3-4=-1342/0. 4.5=-1288/0 BOT CHORD 9-10=0/769, 8-9=0/1342, 7-8=01734 WEBS 2-10-1332/0. 5.7-1272/0. 2.9=0/1037. 3-9-882/0, 5-8=0/1129, 4.8- 95310 Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 OC bracing. NOTES- 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down at 0-6.4, and 881 lb down al 1-10.4, and 894 lb down at 2-9-8 on top chord. The design/selection of such connection devices) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) - Ven: 7-10-10, 1.6=-100 Concentrated Loads (Ib) Van: 3-844(F) 4-844(F) 11=-134(B) 0 WARNING - Verity design peramerere and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Ma7472 rev. IS0412MI6 BEFORE USE. Desllpl valki for use orgy vABt MI lek®conneelas. 1118 design Is Iced orgy upon paanelers shown. and Is (of an hldNltlr/al building component, nol a Inns sWlam. Bofow uso. Iha LxdcbV deslom must verity tux+ o"Alcabllly of design pararnelors 0'4 properly Incogorale 8tk deslpn Into She ovatall orgy. Ac clillo wt temporary and permanent bt 111tg MOW IxBdrlgdesign. aractrtg tndcatod is So prevent buckltrtg of InclWual Inns web and/or chord members Is always reed for slablilly and to pxovent cdlalxe wllh possible persorKO InKry, and Ixoloriy damage. for general guidance regadno the lufxk: atlon. sloraga, delivery. erection arK1 brachU of trusses and IS= systems. seoANSi/!PI I Guallry Criteria, OSS-89 and SCSI Wilding Component 6204 Parke East Blvd. Safety IMormation avalla le train truss Plate Imillufa, 218 N. too Street. SUle 312. Alexanddda. VA 22314. Tampa. FL 33610 ob Truss Truss Type Oty ply Ttt506609 139802 F721 Floor 2 t I Job Reference (optional) nmemon oulaen Quppq. ID:15gjgrOgL3bt90B_MeOlhzlb2u-ZHJKdnaB9dP14MxfwoOxTnEJIyEAA6D3iX6yHrz 1768 0-8-12 2-0-0 i f 4 1 30 II 2 30 = 3 3x4 = 4 20 II Scale . 1:9.5 9 20 = 3x6 = 3x6 = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-" Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.20 BC 0.08 WB 0.06 Matrix) DEFL. In Ven(LL) -0.00 Ven(TL) -0.00 Horz(TL) 0.00 loc) Udell Ud 6 >999 360 6-7 >999 240 5 n/a We PLATES GRIP MT20 244/190 Weight: 26 lb FT = 2011.F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4.2.8 oc pudins, except BOT CHORD 2x4 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) 8=218/0-3-8.5=21210-4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. WEBS 2-8=-262/0, 3-5=-263/0 NOTES- 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. Q WARNING - Vedly dedfin pam aters rand READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE ND74" rev. I41103,2015 BEFORE USE Design wilt lot use only with W led® connectors. Ms design Is based only upon Ix+ametors s nown, and Is la an RndMdud building component, not a Rtm system. Before use. the trading designer must verity the cy)pIlc abllty of design palanotets and properly Incogwtale Sn6 design into the overall txndng design. Bracing Indicated Is to prevent 1xtcl0lng of individual tnm web and/or chord members only. Additional temporary and permanent tracing WOW Is always tec9 fled for stability and to prevent collgno vAlh posd3lo Personal 6yuy and ptopxrty, damage. for general gtddance regatdng the foixicatlort storage. delivery, erection and bracing of Irtmes anal Inter systems. socANSI/IPI I Quality Ciliate. DSB-69 and SCSI Building Component 6904 Parke Eats Blvd. Safety Information ovdk"e Rom truss Plate Institute. 218 N. lee Street. Sullo 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type tY Tt15066t0 739802 FT22G Floor Girder I t Jab Reference (optional) nAtc •ITL ,.. Mr C,. r„n 'ln 1 f •70•S7 9f117 Pnnn t Amenean Guilders supply. winter lwyen. rL:xwau,...-......,,..o........_.,,.....---..__. ..._. ...--••----•--_-.---- _---- ID: 15gjgrOgL3bt908_nJeOlhzlb2u-2HJKdnaB9dP14MxFwoOxTnEFiy6W A4C3iX8yHrz 1768 1- 0-0 0-8.0 _-1 1 20 II 2 3x4 - 9 3 30 = 4 20 II Scale . 1:9.6 30 = 30 = 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 LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No-3(flat) REACTIONS. ( Ib/size) 8=770/0-4-8, 5=512JMechanical Max Grav8=778(LC 3), 5=521(LC 4) CSI. OEFL. in loc) Ildell Ud PLATES GRIP TC 0.46 Vert(LL) -0.01 7-8 >999 360 MT20 244/190 BC 0.63 Vert(TL) -0.02 7.8 >999 240 WB 0.19 Horz(TL) 0.00 5 n/a n/a Matrix) Weight: 20lb FT = 200W, 1 I%E BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-9=-519/0, 3-9=-519/0 BOT CHORD 7.8=0/533, 6-7=0/519, 5-6=0/505 WEBS 2.8=-614/0, 3-5=-7/1/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) ' Semi -rigid pitchbfeaks 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 879 lb down at 1-3.12, and 131 lb down at 1.8-0 on top chord. The design/selection of such connection device(s) Is [he 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1.4— 100 Concentrated Loads (Ib) Vert: 2=-844(B) 9— 104(F) Q WARNING - VeAIy dedgn peramsfers and READ NOTES ON THIS ANO I NCLUOEO Atr'EK REFERANCE PAGE MB-7477 rev. 16031201S BEFORE USE. Design vc/ld for use only with Mliek® connectors. Inls design Is based only upon parameters shown. and is for on IndMChK1 bolding component, not a truss systetn. Before use, One lxlk9ng designer Inusl verity the applicability of design pxnarneters and pxopedy Incopetale this design Into the overall truss members only. Adcltbnd temporary and permanent bracbV WOW buildingdesign. Bracing indicated Is to prevent budding of individual web and/or chord Is always Iectulred lot stalllllty and to pfevent collapse withp osslllo pelso#vc9 If" and ptopeM clana0e. for gonotal guidance rogadng tho fabicatlon, storage. delivery, etoction ctnd tracing of Imes anti tnlss systems. seeANSI/tP1I Quality Cdte ic, OSS-89 and SCSI Bunding Component 6904 Parke East Blvd. Safety Inlamanan ovdlablle from [cuss Plate Institute. 218 N. too Sheet. Suite 312. Alexandria. VA 22314. Tarrpa. FL 33610 730602 Floor 1 T11506611 9 2x4 = 7.640 a Apr 1 v zi 10:15gjgr0gL3bt90B_nJe0lhzlb2u- 1767 0.1-8 20 II 30 = P--i i 0-7-22 2-0.4 3 30 = 4 30 II sa:ele .1:e.s 3x6 = 34 = 3.11•S n Plate Offsets X( .Y1-- 12:0.1.8.Edael.l3:0.1-8.Edgel, 16:0.1.8.0-0-01, 17:0-1-8_dael. f9:0-1.80-1-01 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Ven(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Ven(TL) 0.00 6-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 We n1a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 25lb FT = 20*SF, 1 I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(fiat) TOP CHORD Structural wood sheathing directly applied or 3-11.8 oc purlins, except BOT CHORD 2x4 SP N0.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=198/0-4.0, 5=204/Mechanical FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2.8=-256/0, 3-5=-253/0 NOTES- 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. 0 WARNWO . VMfy destgn ptramarars and READ NOTES ON THIS AND INCLUDED MlrEK REFERANCE PAGE M1167473 rov. IMMIS BEFORE USE. Do*jn vdkl for use Orly vAth MilekS connectors. Ms design Is tKned orly upon paaamefers sflown, and Is lot an Indivldrxl b ultdhlg component. not a trust system. Before use. the lxllding doslgner must verity the C4010"ty of design pxacltrlefots cod properly Incorlorate 0* design Into the ovell Adclillowil temporary and Ixxmcaxent bloCkV WOWLxRdingdesign. Stacing tnc f oted Is to pxevent txscldhlg or IrKl MLO tons web and/or chord members oNy. k always recpJtod for skgAily and to Ixevont coilgno with posRAe persaul"and properly datnoge. For goneral gtlda nce tegarding h1e storcrge, delNery. erection cmd Ixachg of trusses aW Ines systems. seeANSI/1PI I Quality Critarla, DSS-SV and SCSI Building Component Safety IMotmalbn ovallcilxe from truss Plate lnstlluto. 216 N. Lee Street. Salto 312. Alexandria. VA 22314. 6904 Parks East Blvd. Tampa. FL 33610 Job rues Truss Type oty Ply T11S06612 739902 FT24 Floor 10 l Job Reference clonal Am man amass auppry. a.ww - -- - - -- -- 10:15gjgrOgL3bt9OB_nJeOlhzlb2-u-1 Ulrg6bpwxX91W W RUVyAO_mTHMbsvW sCxBtW plz 1767 0-1.8 3x4 = 3x6 = w 0.11.sa 2 1-3-8 30 II Scale .1:9.6 3x6 = 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Well L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Ven(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Ven(rl-) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.00 4 rVa n1a BCDL 5.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 20 SP No.2(Ilat) WEBS 2x4 SP No.3(tlat) BOT CHORD REACTIONS. (lb/size) 4=-234/Mechanical, 5=961/0-8-0 Max Uplift4=-297(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=0419, 2.9-0/419 BOT CHORD 4.5=-367/0 WEBS 2-5=471/0, 2-4=0/478, 1-5= 633/0 PLATES GRIP MT20 244/190 Weight: 22 lb Fr = 20116F, I I%E Structural wood sheathing directly applied or 3-0.0 OC Pullin, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 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 beating plate capable of withstanding 100 lb uplift at jolni(s) except 61=1b) 4=297. 4) Load easels) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 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 tc be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect thus backwards. LOAD CASE(S) Standard 1) Dead + Floor Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4.6— 10, 1-3=-100 Concentrated Loads (lb) Vert: 1=431 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven: 4.6=-10, 1-3=-100 Concentrated Loads (lb) Ven: 1= 431 3) 1 st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven: 4.6=-10, 1-9=-100, 3-9=-20 Concentrated Loads (lb) Ven: 1=-431 A WARNING - Verily dedgn peramafen and READ NOTES ON TNIS AND INCLUDED MnEK REFERANCE PAGE 11111.7473 rev. 10030e15 BEFORE USE.' Design vapid for use only Win Mllek® connectors. Ihls design is based only upon pxxameters shown. and Is let an hdtvkkral tAjlC g component. not a truss system. Before use. the Wiling designer anal verify the c 4AIcat111ty, of design txxametets and Wopenrp yIrcoaotethis design into the overall txAding design. ®acing Indicated Is to pxovent buckling of Individual truss web and/of chard members only. AddllorKd lemrxxclry " jxmnanent txacln0 MiTek' 6 always fe"od lot slobltly and to Ixevent collgx a vAlh possbia personal Infury and lxopeM damage. For penes guidance regadlng IM Icrfxicallon. storcrgo. delivery. erection cxKd lxackng of trusses cxxd Inns systems. seeANSI/IPI I Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallalxo from truss Rate Instllulo. 218 N. Lee Street. SUIe 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type oty Ply Tt1506612 739802 FT24 floor to 1 Job Reference Gonal CA r„n In 1 t 90 U1 *At 7 p— 2 AmOrsean muimets bupply, vvrnrer mven, r-L . *w LOAD CASE(S) Standard 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4-6=-10, 1-9=-20, 3-9=-100 Concentrated Loads (Ib) Vert: 1— 431 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4-6=-10, 1-9-100, 3.9=-20 Concentrated Loads (lb) Vert: 1-431 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4.6-10, 1.9-20, 3-9-100 Concentrated Loads (lb) Vert: 1=431 ID:15gigrOgL3btgOB_rtJeOlhzlb2u-i Utig6bpwxX9iW W RU VyAO_mTHMbsvW sCxBtWplz 1767 Q WARNWO - Verily derdyn peramews end READ NOTES ON TNIS AND 64CLUDED WMK REFERANCE PAGE NP7473 rev. 14W/2015 BEFORE USE Design vales lot use only Win MIIe1t8connectors. this desllpt Is txaed only upon tx7amolels shown, and Is to an CtdtvkAral txdcWV component. not a huss system. 1lefao use. the txlldhg designer must vedry Ino apNiectbllty of design Ixnaneters and properly krcotrxxalo Ihts design Into the ovetall Additional toonWary and pormanent txOCMU M iTek' txllalrtg design. Brachg Indicated Is to pxevent buckthlg of Individual truss web and/ot chord members only. is always required lot slatAlty and to rxeveru coulopso Win possblle personal IINay and properly damage• rot gernxal guidance regadlrg the fatAlcatbn. storage. delivery. erection and tracing of tnraes and truss systems. soeAN51/rPl I Quarry Cdteda, OSO-69 and 6CS1 Building Component 6904 Parke East Blvd. Safety intormallon avallabro Conn Inn Rate Culltute. 218 N. lee Street. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Job rush Truss Type 0ty T11SN613 739802 FT25G FLOOR 2 1 Job Reference tional c.. 1 ., en .. ea co m 7 Pep American Burkters Supply. W rmer Haven, FL 33880 of -201....................- ID: 15gjgrOgL3bt8083r 1 oe0Ihzlb2u-1Utig6bpwxXBiWWRUVyAO_mSCMb3vZPCxBtWplz1767 2-2.8 2-2.8 r 30 11 3x6 = 3x4 11 2-2.8 2.2-8 Scale. 1:8.3 Plate Offsets (KY)-- WEdge 0.1-81 PLATES GRIPLOADING (psi) SPACING- 2.0-0 CSI. DEFL. In (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.00 3-4 >999 240 BCLL, 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 14 lb FT = Oe/aF, 20%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(lfal) TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc puffins, except BOT CHORD 2x4 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=108/Mechanical, 3=824/0.4-0 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 3-1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-2=-100, 3-4— 10 Concentrated Loads pb) Vert:3=-716 Q WARNING. Verily dedpn peramerors and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE Mll-7473 rev. 14OZ2016 BEFORE USE Dwkjn vdld la use only vA91 MllekO Connectors. fnls clesW is based only upon paremelers shown. and Is lot an indtvkaKl bxAding component, not o rnas syslem. Bolao tau. rho bUldrtg deslgnlef must verity OW appllCcitAity of d(-Jgn paameters anti pxopedy 0lcarperate B* design Into the ovefdt lxAdhtg design. BrocIng Incilcoted Is to proven bucahlg of kxnWjud truss web an d/ot chord members only. Additional lemporary and petma eni tracing M iTe k' S always tegr4ed ra stalAlly and to Ixovoni collapse with possible persand yrry and property damage. fa general guidance regadnlg 010 laxkbatlon, slaago. delivery. section and braking of trusses and truss systems sceANSI/TPI I Quality CAtena. DSB-89 and SCSI Building COtrlparlenl 6904 Parke East Blvd Safety Information available Dom puss Rate institute. 218 N. Lee Sheet. Suite 312. AlexancIft VA 22314. Tampa. FL 33610 Job russ Truss Type oty ply Tt15066t4 739802 FTGE Floor Supported Gable 2 t Job Reference tional nn.e . ........ tww C•. A... In f . In nS On 17 P.n. r o}1 e ID: 15gIgfOgL3bt90B_rtJeOlhzib2u-KgoMIWgCH5P82aYnOTapoTZIZA 621fEYn4NZOz1760 o-ke Scale . 1:37.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) We We 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a We 999 BCLL 0.0 Rep Stress Incr YES WS 0.03 HOrz(fL) 0.00 20 We We BCDL 5.0 Code FBC2014frPI2007 (Matrix) Weight: 99 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 22-1.4. Ib) - Max Grav All reactions 250 lb or less at joint(s) 38. 20, 37, 36, 35. 34, 33, 32.31.30. 29. 28, 26. 25. 24, 23, 22, 21 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. NOTES- 1) All plates are 20 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 p.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 3-1 Off (0.131' X 3') nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 0 WARNING - Veray dsdgn penmeron and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MD. 74n row. 1401W 15 BEFORE USE DesiM vaild lot use only with MllekO contractors. Iltts desW Is based orgy t4)o n paanelers YIown. and Is for an Individual bxrldlrg component. not a Intss systotn. Before too. the building design must verify the drAACablity of design Ixaarnelets and Ixopet y Incopotate 0* design Into the overall Additional temporary and bracing M iTek' b uldhng design. ®ackg indicated Is to Ixovenl buckling of individual truss web and/or cnord members only. permanent 6 always recphed lot stability and to povent cdl4xo with Ix)ssible personal knW+v and Ixop fly danoge. For gonotal guidance togadh>A the falxlcallo , stot<tge, delivery, erection and bxacing of IMSmes anti Inm systems. sm-ANSI/1PI I Quality Criteria, DSB-89 and BCSI Building Component 6e04 Parks East Blvd. Ten". FL 33610 Sarefy Informal an owilabxe from trim Plate instttuto. 21e N. Leo Street. Sul to 312. Alexandno. VA 22314. Job I ruse Truss Type Qty ply T11SO6615 730802 FTGE1 Floor Supposed Gable 1 1 Job Reference tional nmerfcen fo —. aupp y. ... .w•. . 1 -- ID: 15gjgrOgL3btgOB_nJeOlhzlb2u•KgoMIW gCH5P92aYnOTapoTZIW A_52jeEYpn4NZOz1760 6 Scale . 1:28.8 34 = 3x6 FP= 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 J 1 31 49 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 II 3x4 = US FP= 30 = 16-11.4 16.11.4 Plate Offsets (X.Y)-- (15:0-1-8.Edael.(30:Edge0.1.81 f31.0-1-80-1-01 LOADING(psf) 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) rYa n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(fL) 0.00 16 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 78lb FT = 20%F, 1198E LUMBER- BRACING - TOP CHORD 20 SP No.2(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 OC pudins, except BOT CHORD 2x4 SP No.2(111at) end verticals. WEBS 2x4 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3(flal) REACTIONS. All bearings 16-11-4. Ib) - Max Grav All reactions 250 lb or less at joint(s) 30.16. 29, 28, 27, 26, 25, 24.23.21, 20, 19, 18, 17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 2x4 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 'Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 stiongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 0 WARNINO - VWW dedgn pammetat end READ NOTES ON THIS AND WCLUDED MI EK REFERANCE PAGE N0.74M ray. Ide3R016 BEFORE USE DcWW vcdki for use only with Mllek®Conneclors. Ihls design h b ased only upon Irxamelers stxmn. and Is lot on nndMUual building component. not a huss syslorn. Der= uso. Ina building doslprvx murst ved(y Ita c4)pllCafAlty of design Marnelers as pfopedy hnoorpor0to this design Into the ovoiall building design. Bracing Indicated Is to Ixovent bucklfng of Individual trust web and/of chord membors only. Additional temporary and petfncawnt IXOdrQ WOW b always test trod for slab illy as to Ixovoni collgxe wllh possmle personal"and Ixoporly danoge Fa genaat guidance regarding Bxs laxlcatlon. storage. delivery. etocson Incr brachlg of tnsssos axl hiss syslcms. $00ANSVIPI I Quality Cdterla. OS8.89 and SCSI Building Component 6904 Parke East aWd. Safety Irdormatlon avatoble noon truss Plate insillute. 218 N. Lee Street. Sulto 312. Alexacida. VA 22314. Tetfpa. FL 33610 Job russ TrussType N ply T11506616 739802 FTGE2 Floor Supported Gable 2 1 Job Reference tional ID: I5glgrOgL3bt90B nJeOlhzlb2u-oOMkWrhg2OXOfk7_yA52Lg6uGeKKnAuOnRpx6gzl76? ojl{ Scale • 1:28.8 w eeeeeeee N - A A A A w eeeeeeeeeee It eeeeet 3e w - It eeeeeeeeee w eeeeeeeee I, A reeee!+ ems r li ti r r ti r Ii r r r li r R!l r!!J:I Rr,W!1R17!!71!),7T1!J!J!!I.;4 t.P!7T TrlMlAl.7!!t..7. LOADING (pst) SPACING- 2.0-0 CSI. DEFL. In (loc) Well Vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) nta n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) rVa rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 16 n/a We BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 78 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 Oc purlinls, except BOT CHORD 2x4 SP No.2(flal) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. OTHERS 20 SP No.3(flat) REACTIONS. All bearings 16-11-4. Ib) - Max Grav All reactions 250 lb or less at joint(s) 30, 16, 29. 28, 27, 26, 25. 23, 22, 21, 20, 19, 18. 17 FORCES. fib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. NOTES- 1) All plates are 2x4 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 (.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 Inks. 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. MRNWG • VoAry deatin paranmtere and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD-7472 rev. 1402-2015 BEFORE USE Design valkl for arse only wlih MIlek®COMeCtas. INs design is Ixaed only upon pwameters sno% n. and Is let do Individual bugdlrvj comporenl, rat a Inns srslem. Delete use. the txlldng design of must vodtV the (q)rAlOalAlly of deslgn potatneters and txotody Incoryorale IM design Into the overall bttldng design. ®acing Indicated Is to Ixevent buckling of IndividualIran webIraweband/a chord members only. Addilonal lernlotary and peuno nenl Ixackng MiTek' is always regAted for statAlly and to Ixevent collapno vAlh Ioss6No lorsonal W W c d pxorody damage. For general guidance regarding 1ho fabrk; albn. slot<W, delivery, erection anti txackng of inmCs and fret systarn seeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Bird. Safety Information avakible tram Iran Rate enslllute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty T11506617 739802 FTGE4 Floor Supponed Gable 2 1 Job Reference(optional) nrtwrcun ouiaen oupyry. .. uue r.u.., r wow 0148 t 3x4 = 2 2 20 3x4 = 3 10:15glgrOgL3bt90B_(UeOlhzlb2u-oOMkWrhg2OXOfk7yA52Lg6uCaKKnAtOnRpx6gz1767 09 Scale . 1:19.9 4 5 6 7 8 9 19 18 17 16 IS 14 13 12 3x4 = 10 23 4 Y 22 11 12.1.4 12.1.4 Plate Offsets (KY)--(10.0-1-8Edael 111.0-1-8Edael f21.0-1.80-1-01122.0-1-801-01123.0-1-80.1-01 LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in (lac) Vdell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Ven(LL) We n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(rL) —rVa n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 We We BCOL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 56lb FT = 20%F, 1101.E LUMBER- BRACING - TOP CHORD 20 SP No.2(flal) TOP CHORD Structural wood sheathing directly applied or 10.0.0 oc puriins, except BOT CHORD 20 SP No.2(flal) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oC bracing. OTHERS 20 SP No.3(Ilat) REACTIONS. All bearings 12-1.4. Qb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16. 15, 14. 13, 12 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown. NOTES- 1) All plates are 20 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 p.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. Q WARNING - Verily dedgn paramsfa s and READ NOTES ON rNIS AND INCLUDED NlrEK REFERANCE PAGE M?7473 rev. 1613R015 BEFORE USE Design valid tar use only %Ath Mlfek® conneclors. 11tb design Is based only upon paartelers sta . and is la an Individual bolding component. riot a taas sysief n. Before use, the tx/kdrlo designer must verity the ajXAIca1Alty of design pxnametea and Ixoporiy IncorPorato itch design Into the overall building design. bracing Indicated Is to prevent Lmckdtng of Individual Inns web are/or chord mernW s only. Additlor" emlxxary and pannanont txacing WOW Is always recphod fat stoblllly and to povent col"no wllh p oss9re personal"and popony danage for general guidalco regarding the fabrkxri:erl, storage. delivery, erecilon arxl brdreing of trusses dmd Inns systems. soeANSI/1PI I Quality Cdtada, DS649 and SCSI Building Componanl 6904 Parka East Blvd. Sarery lmotmation uvalic" o from truss Plate Institute. 218 N. Lea Street. Suite 312. AlexarsWa, VA 22314. Tampa, FL 33610 rus9 Truss Type 0fy T11506618 739802 FTGES Floor Supponed Gable t Job Reference lions nn.a . - .. ...,... t..w C„ I.,w M 1. !A M 7f117 Panes t nmencan ounuets VV7• ^,.uo. ,.,..o ,... w..w A 1 3x4 = 2 20 19 Is 3 I D:15gjgrOgL3bt90B_nJeOlhzib2u-HCw6IBhSpiflHuiAVucHtue25_faW d9X?42UeGz 176Opt Seale . 1:17.3 4 5 6 7 B 17 16 13 14 13 12 11 3x4 = 9 22 4a 21 10 LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) Na n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(rL) n1a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 rVe We BCOL 5.0 Code FBC2014/rP12007 (Matrix) Weight: 50111 Fr = 20%F, I I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlfns, except BOT CHORD 2x4 SP No.2(tlat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 10.6-8. lb) - Max Grav All reactions 250 Ib or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 2x4 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) '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. Q WARNING - Veriy doogn parameters end READ NOTES ON THIS AND INCLUDED WMK REFERANCE PAGE MD-7473 rov. 1940MVIS BEFORE USE wtDeslr/n nUld for use only VAth Mllek® connectors. Qnb design b based only upon Mlameters shown. and Is lot an tr divid al IxAtling component. not a tam syslom. Below tise, $he Wilding deslgnot must verify lhoapolcabalry of design paanotots and Ixopelly incorpotalo thisdoslgn Into the overall building design. Bracing Indealed Is to prevent buckling of hWlvkn7d Mm web and/of chard members only. Additional lemponary, and peraarncnl btacing M iTe k' is alwar. togtffied lof stab(Ilry, and to prevent collapse wllh poss"o Pelson "and ntoperty damage. Foi general guidance regarding lino uRxlcallon, slaago. dellvely. election and lxacI ng of Irtmes and fam systems. seeANSI/IPI I euati fy Cdledo. OSB-89 and SCSI BuOding Component 6904 Parke East Blvd. Safety Information avdlable Item Luss Rate Institute. 218 N. Lee Shoot. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Job I russ Truss Type ory ly Ttt506819 739802 FTGE6 GABLE t it, t Job Reference(optional) 10:15gjgrOgL3bt908_nJeOlhzlb2u-HCw6iBhSpittHui"ucHlue2w IZWd7X74ZUeGz176_ V4 1 30 = 2 3 4 S 6 12 11 10 9 a 7 3x4 = 3x4 = Scale - 1:11 4 13 3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC0.09 Ven(LL) rVa rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(rl-) We - n/a 999 BCLL 0.0 Rep Stress Incr YES WS 0.03 Horz(TL) -0.00 7 rVa rVa SCOL 5.0 Code FBC2014/rP12007 Matrix) Weight: 31 lb FT = 2001,F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 5.11.0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing: 11-12. REACTIONS. All bearings 5-11.0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 7 Max Grav All reactions 250 lb or less at Jolnt(s) 12. 7, 11, 10, 9, 8 FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. NOTES- 1) All plates are 2x4 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 lb uplift at joint(s) 7. 6)' Semf-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. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. Q WARNING. Verily design pane mrem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE M867473 rov. I&IM016 BEFORE USE De§ M vtykf fog tfse orly 4A91 101110 9 Connectors. Fhts ded W Is based orgy upon pcaamelers shown, and Is tot an individu l "dlrV cornponenl. net a 1russ system. Beforo trse. Iho fxBding deslgfnor must verify the c44)llcaUOty of closkpt paanoters atxl lxopelly hncorppato this des in Into Ile overall tx® dlr>V design. Bracing Indicated is to prevent b ucklhng of Individual Inns web and/ot chord rnemtmrs only. Additional temporary and permanent lracing M iTek' is always fecgLed for stability and to prevent edlcrAo with posslAo personal "and properly damage. For genegd guidance tegrBdhnV the tabtlealk, n. storago. delivery. erection and txachng of Inures and truss systems sooANSI/IPI I Quality Criteria, OSS-89 and BCSI 9uBdtng Component 6904 Parka East Blvd. safely Information ovdtalxe from truss Plate IrnstlMe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tanya, FL 33610 I ru93 Truss Type oty Tt1506620 FTGE7 Floor Supported Gabls 1 17, b Reference(optional) MT k i d 1 Fr J n 30 11 30082017 Pa e 1AmericanBuildersSupply. Winter Haven. FL 33660 14 13 0.1-8 F—i I 0 3x4 = 1 3x4 = 12 11 10 3x6 = 7 640 s Apr 19 2016 r e n usit s, ncr . u 9 ID: 15gIgrOgL3bt90B_rUeolhzlb2u-IPUUwXi520nkv2HM3b7WOSSA50?aF3dgEkl29rz 175z 6 3x4 II Scale - 1:11.4 LOADING ( psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCOL 5.0 SPACING- 2-0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0.32 BC 0.02 WS 0.08 Matrix) DEFL. in Vert( LL) n1a Ven( rL) n/a Horz( TL) 0.00 poc) I/defl Ud We 999 n/ a 999 n/ a n1a PLATES GRIP MT20 244/190 Weight: 34 lb FT = 20%F, 1 I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11.4 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(Ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(Ilat) REACTIONS. All bearings 5.0-0. Ib) - Max Grav All reactions 250 lb or less at joint(s) 7 except 10=331(LC 4), 9=327(LC 1), 8=280(LC 4). 11=641(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10= 316/0, 4.9=-314/0, 5.8=-269/0, 2.11=-353/0, 1-11=-252/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Truss to be fully sheathed from one face or securely braced against lateral movement 0.e. diagonal web). 4) Gable studs spaced at 1.4-0 oc. 5) n/a 6) Load easels) 1, 2, 3, 4, 5, 6 has/have been modilled. Building designer must review loads to verily that they are correct for the Intended use of this truss. 7) ' Semi -rigid pitchbreaks With fixed heels' Member end lixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7.12=-10, 1.6=240 Concentrated Loads (lb) Vert: 1=-160 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7-12=-10, 1-6= 240 Concentrated Loads (lb) Vert: 1= 160 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7-12=-10, 1.2=-240, 2-6=-160 Q WARNING - Vadly dedpn Pararnatem and READ NOTES ON TNIS AND INCLUDED MrrEK REFERANCE PAGE AM7473 rev. IOAKIMIS BEFORE USE. Design vclkl tot use only vAth Mliek® connectors. liftdesignisa based orgy uponpametenSaanwn, d is faan indMdxf IxlldIrV Cornprxx-mt. not a buss sysurn. Beloie use. Iho Ixlkling doslgrx;r must verity tho aWiccAAlty of design gmramolons axl {xol)erly Wotlatalo this design Into the overall Addilbncl tempxxay and permanent txacing WOW Ixlding design. BIndicated IicatedIstopxeventIxlcIdIngofInclNkhalItussweband/or chard members orgy. Is grL otways roed lot stdwlty astorxevent cdplorm vnth possilAo emaxd IMN and pxop0nyd'nage. for general guidance regarding 9a fobricatlxn, slorago, ck4Wery. erection cind txacing of lassos and tarss systems. so"NSIIIPI I Qualify Criteria, OSS-69 and 6CSI 9u9ding Component 6904 Parke East 8Wd. Safety information avdk"o, Drn otruss Plate InsIIMe. 218 N. LeeShool, SAW 312. Aloxandda. VA 22314 Tampa, FL 33610 Job Truss Truss Type oty, ply T11506620 730802 FTGE7 Floor Supported Gable 1 1 Job Reference (optional) Amalwan aullaers .zoupply. to .1 Haven. - - ..8_- ,", _.....___...__...._ _ _ _ _ I D:15gjgrOgL3bt90(3_nJeOlhzlb2u•IPUUwXr520nkv2HM3b7W058A50?aF3dgEkl29rz 175z LOAD CASE(S) Standard Concentrated Loads (lb) Vert:1=-160 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7-12=-10, 1-2=-160, 2.6= 240 Concentrated Loads (Ib) Vert: 1=-160 5) 3rd Unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7-12= 10, 1-2=-240, 2.6— 160 Concentrated Loads (lb) Vert: 1=-160 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7.12=-10, 1-2=-160, 2-6=-240 Concentrated Loads (lb) Vert: 1=-160 O WARNING • Verity dedgn Pemnetera and READ NOTES ON TNIS AND INCLUDED WMK REFERANCE PAGE M 74" rev. 141193M/S BEFORE USE Deslpn va id for use orgy vAth Mllek® connectors. Inls design is based only upon paamoters sflovM. and Is lot an F1d vkkal txrldhng ComporwnL not a ktas system. Before use, the IxAdrlg designer mtrsl verity the applicability of design pxaarnetors and propody Mcorporale this design Into the ovo111 building design. ®ackV trxllcaled is to prevent buckling of 61dlNdttal IRm web aril/or Chard members only. AclNtlonal temporary and pefmanont Ixocbv M iTek' is alwayb regWod fa slalgllly arxl to lrevent coilapse vAlh possikAe porsaxll t*xy and rxolony damage. For general gtldalco regading the fatmicaOM storage. dellvety, erection and Ixaoing of trusses and Iruss systems soeANSIMI I Quality Criteria, DS11•69 and SCSI Building Component 6004 Parke East Blvd Solely information avdlarAo from Irttss Plate Institute. 21e N. Lee Shoot. Sulle 312. Alexandria. VA 22314 Tsrrpa. FL 33610 Job Truss Truss Type oty ply T17508621 735802 FTGEB Floor Supported Gable 1 Job Reference Donal on . —n•no . 7 o,. . r Amencon outaers ouppry. r.mur no.en, r ,Hawn I 3x6 = 2 3 ID: t 5gigrOgL3bt908_rUeOlhzlb2u-IPUUwXSZOnkv2HM3b7WO5BD10')hF4NgEkl29iz 7 75z 18 4 Scale . 1:11.1 5 6 11 10 9 a 7 3x4 11 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2(tlat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-9-4. lb) - Max Grav All reactions 250 lb or less at joint(s) 11. 7, 10, 9, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 5.94 cep DEFL. In (loc) Well Ud Ven(LL) We We 999 Ven(rL) We rVa 999 Horz(TL) 0.00 7 n/a We 34 = PLATES GRIP MT20 244/190 Weight: 32lb Fr=20%F, II%E BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) All plates are 20 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity, model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. Q WARNING - Verily dedgn paranseters and READ NOTES ON THIS AND INCLUDED Ar//EK REFERANCE PAGE A07473 rev. 14102,2015 BEFORE USE Design Valve for use only Win MlfekO COn neclas. IMs design is tAlsou orgy ninon pcfrorneters sno` Oral is for on IrntlnAduad t dding cornponenl. not a fmas system. Berm roe, the txBdlng designer must verify the aIX1lk ca7Uty 01 design paameters Ond property 47corpot0le this design Into the ovetdl Ac"llor" temporary and permanent Ixaci ng WOWbtddlntldesign. ®acing mwcated Is to povent Lucklhg of Individual mess web and/or chord mombw only. 11 always togtlrod for sIcdAty and to pevent cdlaim with posd*j perserld try" and popery, damage. For general guidance regarding Itto kRxIcallon, sforoge. deWery, orocllon oral txact ng of trusses cirri Irums systems, sueMSI/fPl I Quality Critera, OSSd9 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormation avotoNe from fruss Plate IrutlMo. 218 N. Leo Street. Suite 312. Alexandflo. VA 22314. Tampa. FL 33610 Job Truss Truss Type 0 y Ttt506622 739902 FTGE9 Floor 4 t Job Reference (optional) Manton eutldare 5uppy. wetrat Maven. @-L S.wau ID: 15glgrOgL3bt9OB_ttJeOlhzlb2u.IPUUwXi520nkv2HM3b7WO5B8k096FOtgEkl29iz 175z 01 8 30 = 34 = 0 11 8 a 2 1-3.8 30 11 3x6 = 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Ven(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr NO WS 0.26 Horz(rL) 0.00 4 n/a We SCDL 5.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD SOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(Ilat) BOT CHORD REACTIONS. (Ib/slze) 4-228/Mechanical, 5=1217/0-8-0 Max Uplift4— 291(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.9=0/490, 2-9=0/490 BOT CHORD 4-5=-414/0 WEBS 2-5=-647/0, 2-4=0/539, 1.5=-740/0 Scale . 1.9.6 PLATES GRIP MT20 244/190 Weight: 22 lb Fr = 20%F, I I%E Structural wood sheathing directly applied or 3.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 lb uplift at joint 4. 4) Load case(s) 1, 2, 3.4. 5, 6 hasthave been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 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 thus backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert:4-6=-10, 1.3=-180 Concentrated Loads (Ib) Vert: 1=478 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4.6=-10, 1-3=-180 Concentrated Loads (lb) Vert: 1=-478 3) 1st Dead + Floor Live (unbalanced): lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4.6=-10, 1.9=-180. 3-9=-100 Concentrated Loads (lb) Vert: 1=478 Q WARNING - Verlry desrpn peranwom end READ NOTES ON THIS AND INCLUDED MnEK REFERANCE PAGE M9.7473 rev. 1060MIS BEFORE USE Deslf;t volld la use oNy Win Mllek®connoclots. rils design S lased only upon parameters stawn. cnd Is for an fndlvId al buldlrtg Component. not wtabusss'rAom. Buloro use. th o lxrlklftg designer must vedty Iho ap%tlk:dAlly of deslgt 1mrometers and poly Incatporato 9tk daslgn Into the ovetdl tx/ldng doslgn. lustiindicatedg indicated Is to prevent buckling of IrWWtKA Inns web chat/or chard members only Addtlondl Iernpot<ry <nd petmc --nl tasting MiTek* Is dwc" tegJred for slaltlllty and to pevent edlgtso with poss"a Imtsoral Wtey and pxoMrly damage. For general guldonco rogardng the fdxicalkm, slor<rge. delivery, election and Ixactrtg of trusses aril truss systems, soeANSI/IPI I Qua9ty, Cdledo. OSS-89 and SCSI lulldlng Component 6904 Parke East Blvd. Safety Intamadon uydlable Ruhr truss Halo InstlMe, 218 N. Leo Street, Stile 312. Alexcndrlo. VA 22314. Tarrpo. FL 33610 Job Truss Truss Type oty ply T11SO6622 739802 FTGE9 Floor 1 4 1 Job Reference bona Ar11e(lM nurraere suppry. vvrnrer maven, rk .ueav LOAD CASE(S) Standard 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4.6— 10, 1-9=-100, 3.9— 180 Concentrated Loads (lb) Vert: 1=-478 5) 3rd unbalanced Dead: Lumber Increase=1.00. Plate Increase=1.00 Uniform Loads (pit) Vert: 4-6=-10, 1.9=-180, 3-9=-100 Concentrated Loads (lb) Vert: 1-478 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4.6— 10, 1-9=-100, 3-9=-180 Concentrated Loads (Ib) Vert: 1= 478 I D:15gjgrOgL3b1908_nJeOlhzib2u-IPUUwXi5ZOnkv2HM3b7W0588k076FOtgEkl29rz 175z Q WARNING - Vedly design perameton end READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE Ma-7472 mv. 1402*016 BEFORE USE Design valid to use only with #Afek® conneclors. 0* dospi Is lased oNy upon paametors shown. and Is for an trxlMdal building component- not a Iran system. Befauo so. the tx6dng designer must verify the c"AicaUll fy of doslg n paaneters and txoporly Incorporate this design Into the ovelal only. / kld0oral lemMary and Marnanent txactrng WOW btddklgdesign. Bracing Indlcated Is to prevent txtcldkV of htdlvldtXd Inca web and/or cterd members Is always regtlred Ion stability and to prevent collapse wllh gxn2Ae personal Int ry and property danago. For general guidance regaaMg Ile fabticalim staarge, delivery, erectlon and txauchng of trusses and lass systems. swANSI/IPI I Quality Criteria, OSS-69 and SCSI Sullding Component 904 Parke East Blvd. Safety Intormatlon Cwalablo Rom rru ss Plato RnstlMo. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type 0 N ply Ttt506623 739802 FTGEA floor Supported Gable I I Job Reference tlpllonel n _ .n nn. I on no 7(11 7 Pn . t nmencan ou.wns auYY7• 11111e1 ••"•,••"^^""' I D:15glgrOgL3bt908_nJe0lhzlb2u•Ob2s8yjKJvbW Cr2dJeNJIOW n1.2_XdgT02bh9z 175y t 3x6 = 2 2x4 II 3 2x4 II 4 3x4 11 Scale - 116 B 7 6 5 30 II 3x4 = 20 II 3x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL in poc) Wait Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) rVa rVa 999 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a We 999 BCLL 0.0 Rep Stress Incr YES WS 0.03 Horz(TL) 0.00 7 rVe n1a BCOL 5.0 Code FBC20141TP12007 Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 23lb FT = 20%F, I I%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc puffins, except SOT 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 3-10-8. Qb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7.6 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord beating. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (I.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 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. A wARNINO. VorUy dodyn peremerert end READ NOTES ON THUS AND INCLUDED MfIEK REFERANCE PAGE M9.7473 rev. fMMIS BEFORE USE. DegM valid nor use orgy VAlh "leM,cO leClas. Ms de3IM is Ixaed orgy upon posameders 9wwn, oW is fat an YKBvlducil rxddlrg component. not a turn system. Berate use. Ire Ixddnlg designer must vodN Ih0 cgxrlCabllty of dogW txnameters rnd pxopetlY Incorporolo Ihb design Inlo Ire overtll A[klillond temporary and permanent txocuv MiTek' txddrKI design. Ilracdng Indicated Is to prevenl LxIcMMtg or Inalviclu l tam web and/at chord mem ws orgy. b always reel lred for sWbBlry and to prevent collapse vAlh tos *Ae personal "OW ptoportY damage. for general guidance regarding the faxlCotbfx storage, dellvery, oractlatl and txac0g of trusses and tnla systems. sec:ANSI/fPl I Quality Cdtella, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon ovtllablo from truss Plate Instlluto. 218 N. Lee Street. Srlle 312. Alexandria. VA 22314. Tarrpa• FL 33610 ob Truss Truss Type Qty Ply TIt506624 139802 GIG HIPGIROER t 2 ReferenceJob iptronal nn.e ut-,. ,.i........ 7 P- l AmancanerurderssuppN, wrntermaven. M &W*u....--...,..._._._.....__...___...__...._. ---- - -- I D:P?I?ORARNIPrxtpt7tu9w5zl E5O-Db2setjlKJvbW CrZdJeyJlLynEO_KogTO2bh9z175y 1 0 12 2.8.4 7.10.4 10-6.8 t . 12 2.8.4 6.2-0 2$•4 4% 8 = 40 = a 7x6 = Ixm = a axe II 3x6 II Scale: 1/2'-V 2. 8.4 7.10.4 10-6.8 2. 8.4 S-2-0 2.8.4 Plate Oltsets (X Y)- 13:0.5-4 0.2 0) (7.0-1-12 0.4-121 f8:0-3.0 0.4.121 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in poc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.05 7.8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.13 7-8 >939 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x6 SP 240OF 2.0E end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2- 9,5-6: 2x6 SP No.2 REACTIONS. ( Ib/size) 9=4906/0.5.4, 6=6135/0-3-4 Max Horz 9=126(LC 7) Max Upllfl9- 1313(LC 8). 6- 1461(LC 8) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3963/1030. 3-4_ 3600/899, 4-5= 3992/968, 2-9- 4792/1239, 5-6=-4728/1121 BOT CHORD 8-11- 932/3567, 11-12=-932/3567, 7-12- 932/3567 WEBS 3-8=-500/1554, 4-7=-431/1590, 2.8=-1091/4462, 5-7=-1049/4482 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131*)V) nails as follows: Top chords connected as follows: 20 . 1 row at 0-" oc, 2x6.2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 20 - 1 row at 0-9.0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (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 roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=45fl: L=40111; eave=51t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This buss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1313lb uplift at joint 9 and 1461 lb uplift at joint 6. 9)' Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 2011 lb down and 655 lb up at 1- 11-4, 2014 lb down and 471 lb up at 3-11-4, 2019lb down and 467lb up at 5-11.4. and 2022 lb down and 466lb up at 7-11-4, and 2090 lb down and 515 lb up at 9.11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Q WARNING- Vorlly dodyn panmetant and READ NOTES ON TNIS AND INCLUDED WTEK REFERANCE PAGE A07472 rev. 8002MIS BEFORE USE Design vaild rot use orgy VAIN Ml loW conneclars. Rts de*p is Ixised only upon parameters stnowm and Is for an YVJIvIdK9 buldlrng componanl, nol a Inm system. Before use, the txdldtng designer must verity the al;tllccdAty of design parameters end proporty Mori>walo St ckssign Into the overall AdcBllorut tomporary and txocmg WOW lxBc&Ki design. Bracing Indicated Is to proven bucalrng or Indlvklrxt till=web and/or chord members orgy. permanent is olwals regtlred (or stalAlty c d to rxovont collapse Win possSNe personal Ir*ffy ad pxopeny damage. far general guidance regarding the ktxleatlon, storage. delivery. erection and Ixackng of tnmes and tnas systems soeANSI/TPI I Quality Criteria. OSS-89 and SCSI Building Component 6204 Park* East Blvd. Tampa. FL 33610 Salary tntormadon avaa dxo Both truss Plate Institute. 218 H. Lee Street. Sulo 312. Alexandria. VA 22314. Job Truss Truss ype ty Y Ttt506624 738602 GIG HIP GIRDER t 2 Job Reference tronal C.. .... 1. 11.—ae M17 P.. 9 ArrleflCam vulmefs J11PPfy, nlnlel pavan, r ,a.wwr •- - - '' '- -- - - - ------ - -- 10: P?I?ORARNiPrxtpt7f u9w5zl ESO-Db2s8gjKJvb W CrZdJefyJjlynEO_KogTO2bh9z 175y LOAD CASE(S) Standard Uniform Loads (pll) Ven: 1-2— 60, 2-3=-60. 3.4=-60, 4-5=-60. 6.9-20 Concentrated Loads (lb) Vert: 7=-2022(8) 10=-2011(6) 11=-2014(B) 12=-2019(B) 13=2090 O WARNWO • VarUy dodyn parameron and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAOE Af0.7g9 rev. faOMI S BEFORE USE Design valid fo use only Win kAl lei® connectors. Rls dwjg n b txnod oNy ulon pdtfarteters "wn. oral is (of an IndMdal bolding component. not o Irtm system. Before use. the IxOdng designer must verily the df)0&c( b111y of design "conolersand poperly Incopoato thisdesign Into the ovofall b ullddrtg design. Bracing Erxllcated Is to prevent bucIding of Individual Inns web and/of chord members only. Additional tempolday and pfrmdnent bracng WOW is always required to stability and to pevent cdlatm wllh possible Personal tray and poloriy, damage. foe gofwfal guidance rega dIntg aw Kdxicafbn. storage. delivery, oeclkrn and bracing of tomes and Inns syslerns. saeANSIfFPI I Quality Criteria, OSS-89 and SCSI BuDftg Component 6904 Parke East Blvd. Safety Information avollable from Truss Rate nsillue. 218 N. Leo street. Suite 312. Alexandria. VA 22314. Tarfpe. FL 33610 Job Truss Truss Type QtY ply T1t506625 739802 G2G Hip Girder 1 t Job Reference tronal AreteflCaa auno re Suppry. water maven, rL o W . t7fu . 5ZIE O-hrt ... _.. kL5d...__...._. n8EbzID:P91?ORARNiPrxlpt7fu9w5zIE50-htxFLDkL5d2S8M0181>s_V WGR28ddjyBzh2n8Ebz 175x I. 2 1.11.4 8.7.4 10.6.8 i1.7.4 1.0.12 1.11.4 6-0-0 1-11.4 1.0.12 SK6 = 6.00 FIT 5x6 = 9 SX6 = 5x6 = , Scale . 1:23.2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.06 8-9 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(rL) 0.06 8-9 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 65lb 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) 9=476/0-5.4, 7=476/0-3.4 Max HorZ 9=121(LC 7) Max Uplift9=-498(LC 8). 7=-498(LC 8) Max Grav9=584(LC 29), 7=584(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-10=-405/444, 10-11=-405/444, 11-12=-405/444, 12.13=-405/444, 4-13=-405/444 BOT CHORD 9.14=-269/316, 14-15=-269/316, 8.15=-269/316, 8-16=-244/286, 16-17=-244/286, 7-17=-244/286 WEBS 3-9=-538/424, 3-8=-217/254, 4-6=-217/254, 4-7=-538/424 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- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsh h=30fQ B=45ft; L=40fl: eave=5ft; Cat. If: Exp B; Encl., GCpi=0.18: MW FRS (directional); end vertical left and right exposed; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 498lb uplift at joint 9 and 498lb uplift at joint 7. 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) 75 lb down and 74 lb up at 3-0.0. 75 lb down and 74 lb Lip at 5-0-0, and 75 lb down and 74 lb Lip at 5.6.8, and 75 lb down and 74 lb up at 7-6-8 on top chord, and 94 lb down and 155 lb up at 1-11-4, 38 lb down and 63 lb up at 3-0-0, 38 lb down and 63 lb up at 5-0.0, 38 lb down and 63 lb up at 5-6-8, and 38 lb down and 63 lb up at 7-6-8, and 94 lb down and 155 lb up at 8.7.4 on bottom chord. The design/selection of such connection devlce(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=-60, 2-3=-60, 3.4=-60, 4-5=-60, 5.6=-60, 7-9= 20 Concentrated Loads (lb) Vert:8=2(F) 14=4(F) 15=1(F) 16=1(F) 17=4(F) WARNING - Verity dedpn parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE Ma-7479 rev. 141AMW 15 BEFORE USE Design voikl lot use only Win Mllek® connectors. Irgs design Is based only upon p®aneters shown. and Is lot an IndMdtKd building component. not o Was system. 8uloro use, the Ix4kArt0 designer must verily Ito airtlicotAlty of design parameters and prop edy Incorporate ft design Into the overall dhng design. Bracing Indicated Is to prevent budding of I dlvrd Irua web and rn /ot chord mobers orgy. Additional temporary and permanent tracingrxBkaWOW is always required lot slatAlly and to prevent collapse vAlh possble personal Inlay and pxororty do sago. Foe general guidance regarding the IalxicaL' on. storage, delivery. erochon and lracUQ or fmrsses and inrss systems. seeANSIM1I Quality Criteria, DSB-89 and IICSI Building Component 6904 Parise East Blvd. safety Informahan ovdiabto from truss Nate Institute. 218 N. Lee Sheet. Sulle 312. Alexardelo. VA 22314 Tarnpe, FL 33610 ob Truss Truss Type 0 N ply Ttt506626 138602 HJ3 Diagonal Hip Girder 2 1 Job Relererxe tional ua.i, f..w...... i.. G..6.n IA f f 'trl• a 91117 Pwee 7 American oarieeis ouppry, mn Hove , a.ww r -- - - - - ID: P91?0RARNrPrxlpt7fu9w5z1E50•9_9dZZIzsxAJm V?xkkh02kpfhbyGSRd7wiXim i z 175w 1. 6-0 2.8.2 1. 6-0 2.8.2 Scale . 1,20.4 3x4 II 2. 8.2 2. 8.2 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.08 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.8-2 oc punins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing REACTIONS. ( lb/size) 5=194/0-6-11, 3=12JMechanical, 4=14/Mechanical Max Horz 5=127(LC 8) Max Upltlt5=-215(LC 4), 3= 93(LC 14). 4=-143(LC 8) Max Grav5=205(LC 30), 3=50(LC 22), 4=111(LC 22) FORCES. ( tb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=301t; B=45ft; L—_10111; eave=5ft; Cat. II; Exp E; Encl., GCpi=0.18; MW FRS (directional); end vertical left exposed; 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 215 lb uplift at joint 5, 93 lb uplift at joint 3 and 143 lb uplift at joint 4. 6) - Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 131 lb up at 1-4-15, and 81 lb down and 131 lb up at 1.4-15 on top chord, and 71 lb down and 119 lb up at 1-4-15, and 71 lb down and 119 lb up at 1.4.15 on bottom chord. The designtselection 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 (0). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=-60, 2-3=-60, 4.5=-20 Concentrated Loads (lb) Vert- 6=70(F=35, 845) 7=6(F=3, B=3) 0 WARNING • Verity dedgn pernmerers and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE N47473 rev. 1402,2015 BEFORE USE Design vdkl for use orgy vAm MlleM conneclors. Qgs de*p is lased orgy uprnl paranelers shown. and Is to( an individual txddhtg component. not a In= slslem. Betote use, the Ixgtdlng do4ner must vcdfy the apptiCdNllty of design paramolers and poopnrly ntcotppooale this design Into the ovetdl Add illoral lemp Cory and permanent Lvacing M iTek' buildingdesign. Bracing Indicaled Is to prevent buckling of IncfMdtral truss web and/of chord members orgy. is always recµfked too stability and to prevent cotlopso with posaAe personal "and property damage For genord gtKJatce regarding the totxk: allon, storage. ddNary. etoc0on and txochig of Itusses cnd Inrss systems. soeANSI/IPI I Quality Criteria, OSB-09 and SCSI Building Component 6904 Parke East Blvd safely Informallon avdlable nom fit= Plate Institute. 218 N Lee Street. Sulla 312, Alexandria. VA 22314. Tampa. FL 33610 Job rush Truss Type ty T11606627 730802 HJ3A DIAGONAL HIP GIRDER 1 1 Job Reference ttonal NntanCan W11O ra auppry. WMIG, Haven. M ID:P I70RARNiPrxtpt7luMzIE5O.9 9dZZIzsxAJmV9xkkhD2kphob7WSRd7wiXimIz175w V• 2.4.4 1 - 2 4.4 I40 5 2x4 11 Scale . 1:19.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Ven(LL) 0.00 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Ven(TL) 0.00 4-5 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(fL) 0.03 3 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 13lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/slze) 5=159/0-4-4, 3=0/Mechanical, 4=3/Mechanical Max Horz5=102(LC 8) Max Uplift5=-64(LC 4). 3=-40(LC 7), 4=-28(LC 8) Max Grav5=159(LC 1), 3=18(LC 4). 4=28(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. Structural wood sheathing directly applied or 2-4.4 oc purlins, except end verllcals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Ops1; h=30ft:8=4511; L=40ft: eave=5(1: Cat. 11; Exp B; Encl., GCpi=0.16; MW FRS (directional); end vertical left 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.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 64 lb uplift at joint 5, 40 lb uplift at joint 3 and 28 lb uplift at joint 4. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-2=-60 Trapezoidal Loads (pit) Vert: 2=-3(F=29, B=29)-to3=-42(F=9, B=9), 5--O(F=10, B=10)-to-4=-14(F=3, B=3) 0 WARIIING . Vargy design pammetwe and READ NOTES ON TM AND INCLUDED WTEX REFERANCE PAGE MIF7473 rev. 144UMIS BEFORE USE Design %did lot use only Win MIIokB connLclo(s. Mis design S txned only upon rxranelers sIvY*TX taxi Is lot an kltllvkdral t)Ldc ft canponcnl. not o truss system. Before uso. Ore txdk" designer mast verily the c"AlcatAlly of design lxnarnelers and popery Incotpotato N* design Into the ovetall Iruss only. Add illon l lemtxxre anendptmonttxacIng M iTek' txAdngdesign. Bracing kldlcotod Is to pid evenl buddingofIndividualwebOnd/a chord members S dwoyi te"od for stalAllty and to pevent collalme with pos*Ae personal Injury axl porwtty damage. For general guidance togadng the ladk:alfon. sloraoo. delivery. election and txoektg of tames end mm systems, sooANSI/IPI I Quality Criteria. 01111.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallalxo kotn truss Rate InsBtute. 218 N. Lee Street. Salto 312. Aloxoridda. VA 22314. Tempa, FL 33610 Job Truss Truss Type oty ply T„so662e 739802 tits OIAGONAL HIP GIRDER 6 1 Job Reference Lionel Inn Pnee 1 Alrlarrcan tlullaera JIIPpy. wittier maven, rl . cwj - -- - - -- ID.P?I?ORARNIPrxtpt7fu9w5zlE50.dAI?mvlbdEl9Nfa81RCSaxLkS?EhButG9MGFIUz 175v t•5-0 7.0.2 1.5.0 7-0.2 Sx6 = LOADING (psi) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 TCDL 10.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=378/0-5-5, 3=182/Mechanical, 4=81/Mechanical Max Horz 5=122(LC 8) Max Uplift5- 120(LC 8). 3=-99(LC 8) Max Gravy=378(LC 1). 3=182(LC 1). 4=128(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-5=-321/181 Scale - 1:Ia. 1 DEFL. in loc) Well Ud PLATES GRIP Ven(LL) 0.10 4-5 843 240 MT20 244/190 Ven(TL) 0.28 4.5 291 ISO Horz(fL) 0.06 3 We rVa Weight: 24 Ito FT = 20°0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDt--6.Opsh h=3011; 8=45ft; L=40ft; eave=511; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other five loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 120 lb uplift at joint 5 and 99 Ib uplift at joint 3. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 15lb up at 1-6-1. 59 lb (town and 15 lb up at 1-6-1. and 84 lb down and 61 lb up at 4.4-0, and 84 lb down and 61 lb up at 44-0 on top chord, and 13 lb down and 9 lb up at 1-6-1, 13 lb down and 9lb up at 1.6.1, and 12 lb down at 4-4-0. and 12 lb down at 4-4-0 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 face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.3=-60, 4-5=-20 Concentrated Loads (Ib) Ven: 9=-4(F=-2, B=-2) aL WARNWG - VeA1y do0fin Puametem and READ NOTES ON TM AND INCLUDED AUTEK REFERANCE PACE ND-7472 rev. raMMIS BEFORE USE Design valid (of use only Win fullIOW CO rxsclors. INs design Is txaed only upon paamelers shown, and is for an Inc1lvid al txddhlg component, not a truss s4slem. Beroro rco. tie IxMdho doslgnol must verity the orTAICdAty, of design parameters and rxopoily hcorporalo INs design Into Iho overatl orgy. Adc011onal tornporcxy and petmonent bracing M iTek' IxAldng design. Broeing IndlCoted Is to proven buckling of Ir>Rflvkkrd tnrss wob cmd/a chord metntors is dwoy: rocpAred for slahlllly and to Ixovenl collapx:e Win possUe porsond"and propody damage. for oonetal gUda,co regadng Ito latAcctlon. storage. clellvery, erection surf U00ing of InRsos and tanda ssystems. soeANSI/fPI 10"Ity, Cdta. OSS-89 and 8CS1 Building Component 6904 Parka East Blvd. salaN = Motion avck"e from truss Plato hu0lute. 218 N. toe Street. Suulo 312. Alexandria. VA 22314. Tampa. FL 33610 Job fuss Tfuss Type 0ty T11506629 739e02 HJSA Diagonal Hp Godet 4 t Job Reference o tional C.. -M tt M•t7 0flt7 P. Amencon tstnaers Suppry, vrtrtter maven. rL a.taou- ID:P?I?ORARNIPndpt7fuMZIESO-dAi?mvlbdEl9Nta81RCSaxL11?EZBu3G9MGFIUz 175v 1.6-0 6.10-S _ 6.11.1 p 6-10.5 0•d! 12 Scale . 1:25.8 2x4 II 2 9.12 2.0.12 6-11.1 4.1.5 LOADING(psf) SPACING- 2.0-0 CS1. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ven(LL) 0.27 4.5 >302 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Ven(TL) -0.30 4-5 >265 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(rL) 0.19 3 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 30 lb FT = 201/o LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 6=317/0-4-4, 3=176/Mechanical, 4=66/Mechanical Max Horz 6=171(LC 8) Max Upllft6=-283(LC 8). 3=-143(LC 8), 4=-30(LC 8) Max Grav6=317(LC 1). 3=176(LC 1). 4=134(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-6=-256/130 NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0ps1; h=3011; 8=45ft; L=40ft; eave=51t; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; 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 283 lb uplift at joint 6, 143 lb uplift at joint 3 and 30 lb uplift at joint 4. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this -truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 115 lb up at 1-4-15. 69 lb down and 115 lb up at 1.4-15. and 93 lb down and 85 lb up at 4-2-15, and 93 lb down and 85 lb up at 4-2.15 on top chord, and 46 lb down and 84 lb up at 1.4.15, and 46lb down and 84 lb up at 1-4-15 on bottom chord. The design/selection of such connection devlco(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unitofm Loads (pit) Vert: 1.2=-60, 2.3_ 60, 4.6- 20 Concentrated Loads (Ib) Vert: 7=69(F=35, 8=35) 9=8(F=4, B=4) Q WARNWO. Verily design p&wnatws and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE M9.74n rev. I4101,2016 BEFORE USE wtDesign %+dill la use oNy vAth MlteM connectors this design Is bastd only upon parameters shown. and Is for on individual Ixtu9ng component, nol o Uuss system. Bolofo me. the txdlc&V designer must vodty Iho (4)plcabltty of design ixacimotots and popoily l ncogorate this; design Intq the overall Additional lemlorary and pemnanenl txocbv WOWtxAdingdesign. Bfaci ng Indicated is to pevent brrcaing of Individual puss web and/or chord mornbm only. is always fecl lied lof slat1011y and to Ixevenl collapse with posslAe personcd"and property, damage. For general guldanco regarding the Iabricaliort slotoge, dMIvory, ofectlon and bracing of tntssrn and fruss systems seeANSVTPI I Quality Cdleda, 03849 and SCSI BulkIM9 Component 6904 Parke East Blvd. Safety INormallon available from truss Plate i nsillufe. 218 N. too Street. Sutle 312. Alexandria. VA 22314. Tampa. FL 33610 Job I fuss Trusts Type oty Ply Tt1506630 739602 HJ7 DIAGONAL HIP GIRDER 2 t Job Reference tional r... C.. I.... 1n t I 7n f I 9n17 Pnnf Afftf A tsuaaefs Suppry, wmwr ID: P?I?ORARNIPrxtpt7fu9w5z1E5O.5MHN_FmDOYOO?p9Ks9jh79uvlPYgwH90000pgwz 175u so 44.10 9-10.1 1 • s-0 44-10 5-5-7 2X4 6tt6 = LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) Ydefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.07 6.7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Ven(FL) 0.23 6-7 505 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) 0.03 4 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 OTHERS 20 SP No.3 REACTIONS. ( lb/size) 8=527/0-5.5, 4=182/Mechanical, 5=300/Mechanical Max Horz 8=16O(LC 8) Max Upl1ft8=-152(LC 8). 4=-11O(LC 8). 5=-42(LC 8) FORCES. ( lb) - Max.'CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8= 471/162, 2.9=-734/122, 3-9= 657/133 BOT CHORD 8-11=-212/645, 7-11=-212/645, 7.12=-212/645, 6.12- 212/645 WEBS 3-7=0/278, 3-6=-694/228 Scale: 1/2'-V PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oC bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDl--4.2pst; BCDL=6.Opsf; h=301t; 13=45111; L=40ft; eave=Sit; Cat. II; Exp B. Encl., GCp1=0.18; MWFRS (directional); 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) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 8, 110 lb uplift at joint 4 and 42 lb uplift at joint 5. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 15 lb up at 1-6.1, 59 lb down and 15lb up at 1.6.1, 84 lb down and 61 lb up at 4-4-0. 84 lb down and 61 lb up at 4.4-0, and 117 lb down and 107 lb up at 7. 1.15, and 117 lb down and 107 lb up at 7.1-15 on top chord, and 13 lb down and 9 lb up at 1.6-1, 13 lb down and 9 lb up at 1.6.1. 12 Ib dovfn at 4.4.0, 12 lb down at 4-4-0, and 341b down at 7-1-15, and 34 Ib down at 7-1.15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Rool Live (balanced)- Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1.4_ 60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-4(F=-2, B= 2) 10=-89(F=44, B=44) 12=-52(F=-26, B=-26) Q WARNING - Verify dedyn pamnaren and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M674M iev. tGT3,201S BEFORE USE. Design valkl rot use only Will Ml lek®conroelors. this design S based only upon rwtarnoters mown. and B lot an individual building component. not a etas syslern. Before use. the Ix/ldktg doslgtot must verify the aprxlaCIIARy of design parameters and propotly Worporate this design into the overall btlding doslgn. 9ackV Indicated is to proven) blcWfrtg of Individual miss web afar/or chord members only. Adalllotal lemperary and ixmnanent tracing M iTek' h always regJred lot slablilly and to txovent collorAo with possible personal k*jry aril property damage. Fa gm etal guidance togadIng tho la ricatl3n storage. delivery; etec,bon and bracing of trusses and mass Systems. seeANSI/Ml I'Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information ovallable from truss Rafe InstiMe. 218 N. Lee Street. Suite 312, Alexandria VA 22314 Tartpa. FL 33610 Job Truss Truss Type ty T11506631 739002 W T DIAGONAL HIP GIRDER 2 t Job Reference (optional) a_.. ,_..._...__ '" e....... en .. ten... nn17 o.... . American Builder$ 5UPPy wither haven, i-L;%;mau ,.,.-......,.. ........ .._.,... ..._. ... --••----•--•-._-__ - 10:P9170RARNiPrxtpt7fugw5zIE50-ZZrlBbnr9sYtdzk W QsEwfMR6WrtteHZcgIMNMz 175t 1-SO 3.2.14 St•5 9.10.1 1-S0 3.2.14 2•10•B 3.6.12 Scale: 1/2'. V 10 2x4 = 2x4 II 9-10-1 2:9 ss•14 e4.1 a5•lp gas a2a40.4.4 LOADING(psl) SPACING- 2.0-0 CST. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) -0.20 7.8 >582 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.86 Ven(TL) -0.56 7-8 >206 180 BCLL 0.0 ' Rep Stress Incr NO WO 0.65 Horz(rL) 0.17 6 We n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 40lb FT = 204b LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. WEBS 2x4 SP No.3'Except* 3-9: 20 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/sfze) 10=543/0-5-5, 5=80/Mechanical, 6=414/Mechanical Max Harz 10=160(LC 8) Max Uplift 10=-156(LC 8). 5=-63(LC 8), 6=-104(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10-518/181, 2-11-413/73, 3-11-356f73, 3.12— 907/303, 4-12— 845/305 BOT CHORD 10-14=-118/276, 9-14=-118/276, 8-15=-379/912, 15.16=-379/912, 7.16=-379/912 WEBS 3-8--0/257, 4.7=-979/407 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf; h=30ft: 8=451t; L=4011: eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate gdp 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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 10. 63 lb uplift at joint 5 and 104 lb uplift at joint 6. 7) 'Seml-dgid pitchbreaks with fixed heels' Member and 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) 59 lb down and 15 lb up at 1-6-1, 59 lb down and 15 lb up at 1-6-1, 105lb down and 68 lb up at 4.4.0, 105lb down and 68 lb up at 4-4-0, and 140 lb down and 117lb up at 7.1.15, and 140lb down and 117 lb up at 7.1.15 on top chord, and 13 lb down and 9 lb up at 1-6.1. 13lb down and 9 lb up at 1-6-1. at 4-4-0, at 4.4-0, and 11 lb down at 7.1.15, and 11 lb down at 7.1.15 on bottom chord. The design/selection of such connection devlce(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase--1.25 Unifoim Loads (pit) Vert: 1.5-60, 9-10=-20, 6.8=-20 Concentrated Loads (Ib) Vert: 12=-31(F=-15, B=-15) 13=-142(F-71, B=-71) O WARNWO • Vedly dedgn paramatan and READ NOTES ON THIS ANO WCLUOEO AMK REFERANCE PAGE M11-7473 mv. IOWMIS BEFORE USE Design v<Ald refuse ofgy Win, MI leW connectoes. this design Is based orgy upon pmameters shown. and Is for an Individual buldrt0 component, not a lltiss system. Below use. the Wilding deslgnet musl verity The cf;)"Ica bllty of design lxx meters and Ixoperiy, Incogxuato this design Into The ovotall Additional lonnpotary aril permanent bracing M iTek' txAldlrQ design. Bracing Indicated Is to piovont burcaing of kxMkKil Truss web aril/a chord members only. is rbwoys fe%iliod lof stablley and to prevent collalxe Win possible, twrsonal tn)try and Ixopony danago. For genera guidance togarcMg the storage. <"ivory. aoction and bracing of musses and truss systems. seeANSI/fPl I Quality Criteria, DSB•B9 and SCSI Building Component 6904 Parks East Blvdt<dxlcatlon, Safety Information available Dorn truss Rate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA22314. Tampa. FL 33610 Job Truss Truss Type oty ply Tt1506832 732902 Mt JACK -OPEN 6 t Job Reference(optional) AmenCan tsutlae(e supply. winter Haven. M nsaav ,..,•.,...y., ,. ..,.. .,,.,, ...,,....w................. __ ...__ ._ __.. . _._ . ID:15glgrOgL3bt90B__nJeOlhzlb2u•ZZrlBbnrOsYtdzkW OsEvAMRCco*)VtoMZcgIMNMz1751 1-0-0 6-0.0 1-0-0 6.0-0 20 II Scale . 1:16.5 2x4 = - 214 6-0.0 6-0.0 LOAOING(pst) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Ven(LL) -0.03 4.7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Ven(rL) -0.08 4.7 >850 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a We BCDL 10.0 Code FBC2014frP12007 Matrix-S) Weight: 23lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end venicals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=340/0-8-0, 4=188/Mechanical Max Horz 2=93(LC 10) Max Uplift2=-99(LC 10). 4=-51(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=30ft; B=4511; L=40ft; eave=5111; Cat II Exp B: Encl., GCpl=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst 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 99 lb uplift at joint 2 and 51 lb uplift at joint 4. 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetlock be applied directly to the bottom chord. WARNING • Verily dedgn perametom end READ NOTES ON THIS AND INCLUDED MHEK REFERANCE PAGE MD74"Mv. taC2*016 BEFORE USE Design valid for use only with MIIek®connoclon. Inls design is baked Orly upon pcaatmeters shown, and Is for an Individual bACling component. not wtatrusssyste". Boforo use, the txdk*V de9grwt must velfy the at1110cotlllty of cknlgn pxaaneters and Ixopedy l ncaporate this doslgn into the overall building design. Bracing tndlcaled is to prevent truckling of individual truss web ad/of chord member only. Additional lemlxxory and pwrf no neni bxar_kng M iTe k' is always reWrod la skdAtly and to prevent cdlorzo with possible twrsorxl lryuy and ixoperry damage. rot general gtldance ragardl!V tho klxlcat4xl slaatge. dellvery. erection and bracing of busses and truss systems swANSI/1141 Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Ituss Hate Institute. 218 N. Lee Street. Sudto 312, Alexandria. VA 22314. Tampa. FL 33610 ob Truss Truss Type Oty Ply T11506633 738802 W2 MONOPITCH 24 t Job Reference (optional) Arnarucen Builders Supply. winter Craven. I-L 33etw ... nJeOlh........,lPo......,. wgg E7ji ..__.. __ ..._ V -_.. Pe e . 10: i 5gfgrOgL3b1908_nJe0lhzlb2u-21P80woUw9gkE7Jrz219CazN2CKVOfcrrKVwpz 175s 1.0.0 5.10.6 1-0-0 5.10.E 20 11 Scale . 1:16.3 2x4 = " 2x4 II LOADING(psf) SPACING- 2.0-0 CSI. DEFL. In roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Veri(LL) 0.08 4-7 >886 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.08 4.7 >904 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 2 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix-S) Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=184/Mechanical, 2=334/0.8-0 Max Horz 2=91(LC 10) Max Uplift4=-106(LC 10), 2=-181(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=301t; B=45ft; L=401t; eave=5ft; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone; porch left 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 106 lb uplift at joint 4 and 181 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 0 WARNING. Verily design parametwe and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M07179 rev. Id0Y1015 BEFORE USE. Designvalkl lot use orgy with Mltek9conne-clots. M design Is based only upon ly ramelers shown. and Is nor on Indluidual buldlrt0 componenl, ttel a truss slstom. Before use. thetg Ixllc designermust verity the oppllcatAlly of design poranelers and properly 1lcotpa0le this doslgn Into theovolrgl Ix/lding design Bracing Indicated Is to prevent txtckling of Individual Irtm web and/or chord members only. Addlllorxi temporary and permanent txactng M iTe k' 6 alwoys tequlred for s10I111I1y and to Ixeveni collapse Win possUe personal Infury and rropeny damogo nor general gu Adana regarding the rclxk:allon. storage. delivery. erection and (racing of Inrsses <ud Iruss systems scoANSI/IPI I Quality Criteria. DS8.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Inss Plate Institute. 218 N. Lee Street. Su lle 312. Alexandrla. VA 22314. Tempe. FL 33610 Job Truss ruse ype ty ply T11506634 739602 M3 Jack -Open 4 1 Job Reference(optional) F' 30 30t520t7 PatAmericanBuildersSupply. Winter Haven. FL 33880 7.640 a Apt 1112016 Wilk Industries, Inc rr Jun 11 sge ID. 15gpgrOgL3bt908 nJeOlhzlb2u-21PSOwoUwggkE7Jrz219CazO7COvOFcrrKVvvpzl75S 14-0 3-0-0 1-0.p 3-0-0 Scale - 1:14 0 2x4 11 3x4 3-0-0 3-" LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) 0.00 7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Ven(ft-) 0.00 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 16lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=185/0-8-0, 4=104/Mechanical Max Horz2=82(LC 10) Max Uplitl2=-62(LC 10), 4=-36(LC 10) Max Grav2=185(LC 1), 4=106(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc puffins, except end verticals Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph-. TCDL=4.2psf, BCDL=6.OpsI, h=301t; B=45ft; L=40ft; eave=5111; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 62 lb uplift at joint 2 and 36lb 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. Q WARNING - Vanity design patameten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7472 rev. IA SM16 BEFORE USE De*p valkf for use only vAlh Huila® connectors. this design Is based only upon parameters sfloWi. and Is for an Individual exuding component. not a truss system. Before use. the lxdd9ng designer rnursl verify the al)OIcablity of design paarnetets and property Incorporate this design Into tree overall building design. Bractng Indicated is to txovont buckling of Individual Inns web and/or chord members oily. Additional temporary duct permanent Lit frig MiTek' is always rea>tdred for stability and to rxevent collarm with possible personal trti>ry and Ixopeny, damage. For general guddalce regarding the fabrication, storogo. delivery. erection and bracing or trusses and Intl systems seeANSI/iPI l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available Dorn hus Plate Institute. 218 N lee Street. sure 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type oty ply T11SO6635 739002 Ms MONOPITCH 6 1 Jab Reference clonal uTw4 Iw Inn C,..L,n M I1•M 1S M17 Pnnn 1 AmencentsuadersbuppN• winter maven. rLataav_..r.._--.--..._.....---.----•_-- -- -- --- 10.15gigrogL3bt90B nJeOlhzlb2u-21PSOwoUw9gkE7JtzL9Caz07COIOFcirKVvvpz175S t-0-0 2.10.E 140 2.10.E 20 II 3x4 = 2.10.8 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) -0.00 7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Ven(TL) -0.00 4-7 999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(rL) -0.00 2 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix-M) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/Slze) 4=98/Mechanical, 2=180/0-8-0 Max Horz 2=80(LC 10) Max Uplift4— 67(LC 10), 2=-95(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. Scale. 1:13.6 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20°e Structural wood sheathing directly applied or 2-10.8 oc punins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,. BCDL=6.Opsf-. h=30ft; 8=45ft; L=40ft; eave=51t; Cat. II; Exp 8; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterlor(2) zone; porch left 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 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 67 lb uplift at joint 4 and 95 lb uplift at joint 2. 6) -Semi-rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING- veA/y dedon pww mten and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE N1167472 rov. rAWMI6 BEFORE USE Design valid fa use orgy with Mllek® conneclots. Iris cleggrn S based orgy upon parameters shtNNR and is for an individual building component not a Was system. Before use. the Widing designer must verity the applIcabllty amofdesignpaeterss and property incorpotale this design Into Ilse overall Addlional temporary and portncnonl bicr_ing M iTek' btBalng design. Bracing Indicated Is to prevent b uckIN of Individual buss web and/or chord members only. is always matured for stability and to prevent collapse vAth losslxe p arsonal klfuy and properly damago. rot general guldance regarding the, kdxIcalkxL slotago. delivery, erection anti bracing or trusses and Ittuss systems. seeANSI/IPI I Qualty, Criteria. OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety IMurrnaaon avalIc"a Rom truss Rate Instituto. 218 N. boo Street. Sidle 312, Alexandria. VA 22314. Tampa, FL 33610 russ Truss Type oty T11506636lJob739802N16Jack -Open 6ply 1 Job Reference clonal uT Ins L., 1„n '!a I 1M1R 9f117 Pnnn l Ameflean Builds($ Supply. W ulra( Haven, FL :eJaau LOADING (psi) SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 ID: I5gigrOgL3bt9OB_nJeOlhzlb2u.WxzWcGo6hTobsHuvXHGOknWb ckY7iss4 ETRFzI75r 144 2-0.0 1-0.0 2-0.0 20 If 3z4 = 2-0.0 CSI. DEFL. in poc) Well Ud TC 0.07 Ven(LL) 0.00 7 999 240 BC 0.02 Vert(TL) 0.00 7 999 180 WB 0.00 Horz(rL) 0.00 2 rVa rVa Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=150/0.8-0, 4=58/Mechanical Max Horz2=63(LC 10) Max Uplift2=-62(LC 10). 4=-18(LC 10) Max Grav2=150(LC 1).4=61(LC 15) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale. 1:11.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 2-0-0 oc purlirns, except end verticals. Rigid telling directly applied or 10." oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=6.Opsf; h=3011; B=451t; L=401t; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0.18; MW FRS (directional) and C-C Extenor(2) zone,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 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 62 lb uplift at joint 2 and 18 lb uplift at joint 4. 6) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. O WARNING - Vadry dosign paramofas end READ NOTES ON THIS AND WCLuDEO MREK REFERANCE PAGE MIF7479 ray. 1&0312016 BEFORE USE Design vdld for use only vAlh Mllek®conneclors. M6 design is txaed orgy upon pc fameleM stlown. OnU k fa an IndiAduoi txfldkng component, not a tnrs systocn. Before use, the IxDdng designer must vedfy, the glplIc:aIAl fyof de9M Ixrramelers and ixoperfy Incotpofale Ink design Into the ovenill IxNdng design. ®acing indicated Is to prevont txfeklling of Indlvlducd lass web and/or chord momben orgy. Additional temporary and permanent Ixocing M iTek' is always iegWod for stalxlity, end to proven cdlgne vAth idle personal Inftry and property damage. For general grAdance regadng me falxlcaftM storage. delivery. erection MI Ixacksg of fnnses and tans systems, urcANSI/IPI I Quality CAteda, DSB-89 and BCSI WlMing Component 6904 Parks Easl Blvd Safety Information ovollable nofn hum Rate Institute. 218 N. Lee Skeef. Suile 312. Alexandria. VA 22314. Tampa, FL 33610 Job rusa Truss Type 0 ty T11506637 730802 MG I Jack -ripen Girder 4 1 Jab Reference floral m. e en• o.... • Amason tlurtdera bUPPN• winter maven. rL :aaaw--- ID:P?I?ORARNiPfxtpt7fu9w5z1E5O-W xzWCGo6hTobsHuvXHGOkn W XccaG7iss4_ETRFz 175r 1-04 5-0-0 t -0-0 5.0-0 Scale . 1:18.9 44 = 3x6 II 5-0-0 5-" Plate Offsets x( .Y}- 12.0.0.0 0-0-111 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.35 Veff(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.07 4.7 >785 IeO BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc puffins, except BOT CHORD 2x8 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=71010-4-0, 4=852/Mechanieal Max Horz 2=120(LC 8) Max Uplift2=-287(LC 8). 4=309(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=6.Opsf; h=301t; B=45ft; L=40ft; eave=5(t; Cat.11; Exp B; Encl.. GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at )oink 2 and 309 lb uplift at Joint 4. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 650 lb down and 355 lb up at 2.0-12, and 464 lb down and 124 lb up at 4-0.12 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: I-3=-60, 4.5=-20 Concentrated Loads (lb) Vert: 8=-650(B) 9=-464(8) Q WARNWG - Vedly detlpn pararmten and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE A0F7479 rev. frLMMIS BEFORE USE Design % Oki for use only with MIIokA connectors. ihls design k txaod only upon pcvomelers shown. Ond is la an kxJl dual rAdcft component. not a truss system. Below use, the txOdng deslgrxer mull vedry, Iho cyxxlcablify of design pxaanielers and property hCorporato iht design Into the overall only. Addillornai temporay and permanent Lvaalng WOW Wadingdesign. mace ng Indk:olod Is to prevont buckling of IncMkAeal truss web ancf/or Chord members 6 atwoyt toqutred for stdAlty and to Ixevent colipxso with possible personal k#ffy and rxororty danogo. For gorwral guidance regadlng Iho tcrtxk: allon. slorooe. dolNery. Crectkbn oxf 1xocing of frus as anct truss systems, savANSMI I Quality Criteria. OSB-69 and BCSI Building Component 6904 Parks East Blvd. Salary Information avalable from flubs Nate tnsliMe. 218 H. lee Street. Sulle 312. Alexandria. VA 22314. Tarrpa, FL 33610 aTruss Truss Type ty ply T11506638 739802 MGE Monopach Supported Gable 6 1 Job Reference 99P79 7 PAmencanSuddersSupply. Winter Haven. FL 33980 7.640 a Apr 19 2016 MrTak Indusitw*. Inc. Fn Jun 30 T1.30.1, 201 age 1 ID:15gjgrOgL3bt90B_nJeOlhzlb2u _7XupcpkSnwSUOT55 ndH?31CO33s8z?le_Ozhz175q 1-0•0 5-10-8 1-0-0 S-10.8 0'•1 Scale. 1.15.7 2x4 11 4 2x4 = 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 TCDL 10.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 ' Rep Stress Incr YES W8 0.07 BCDL 10.0 Code FBC2014/rP12007 Matrix) DEFL. in (loc) Well Ud Ven(LL) 0.00 1 n/r 120 Ven(TL) 0.01 1 n/r 90 Horz(rL) 0.00 5 We n/a LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=14/6.0.0, 2=200/6-0.0, 6=313/6-0-0 Max Horz2=92(LC 10) Max Uplift5— 7(LC 10), 2=-67(LC 10). 6=-76(LC 10) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 Qb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp B; Encl., GCpl--O.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2.0.0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 5, 67 lb uplift at joint 2 and 76 lb uplift at joint 6. 8) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING . Vedly dedgn parameters and READ NOTES ON TIM AND INCLUDED M/TEK REFERANCE PAGE M47472 rev. 10AXIMIS BEFORE USE. Design valid lad use orgy vAlh lvBlal S connoectols. INS deslgn Is txaed orgy upon parameters shown. and IS lot an IndIvkkKtl txlldhlg colnporlenl. nor a htm system. Before use, the building designer rust vedfy the gldicallEily of design "anolers and pxopxedy IncogxXoto S1S design Into the overall Ixilding design. Bracing Indicated Is to prevent IxrcMV of Individual lam wet) a dlor Chord metntxns only. Additional temporary and permanont txacmg MiTek' is always recµllned lot stability and to prevent collarm wtlh possllAe pursorwl hnitay and Ixoperty damage. For gonetal guidance tegaalng the IaixicatlM slorago. dellvory. election and lxackng of fnmws and Irtm systems. soeANSI/IPI I Quality Criteria, DSB-89 ands SCSI Building Component 6904 Parke East Blvd safety Information avallable from Inm Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type oty T11506639 739802 MGEt MONOPITCH 2 t Job Reference Lionel 1 F'J 3011•30172017 Peel American Builders Supply, Winter Haven. FL 33880 7.640 s Apr t9 20t6 MrTek Industrwa. nc, rr un 9 10:15gjgrOgL3bt90B_nJeOlhzlb2u_7XupcpkSnwSUOT55_ndH?3mdO4Ds96?lo_Ozhzt 75q t-0-0 2.10.8 100 2.10.8 LOADING(psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 3x4 = 2.10.8 20 II CSI. OEFL. in poc) Udefl Ud TC 0.07 Veft(LL) 0.00 7 999 240 BC 0.05 Vert(fL) 0.00 4-7 999 ISO we 0.00 Horz(rL) 0.00 2 rVa We Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 4=98/Meehanical, 2=18010-8-0 Max Horz 2=80(LC 10) Max Uplitt4= 67(LC 10), 2= 95(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except When shown. Scale - 1:13.6 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% Structural wood sheathing directly applied or 2-10-8 oc pudlns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=45f1; L=4011; eave=511; Cat. II; Exp B; Encl.. GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone; porch left 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 67 lb uplift at joint 4 and 95lb uplift at joint 2. 6)'Semi-rigid pitchbreaks With fixed heels' Member and fixity model was used In the analysis and design of this truss. Q WARNING • Vedly dad9n parameters and READ NOTES ON TIM AND INCLUDED MrTEK REFERANCE PAGE MD-7473 rev. taGZQOIS BEFORE USE Deskin valld for use only vAm MI lekam conneclors. Bds design is based only u fi0n paareters shown, and is for an Individual tAjk ing component. not a guts system. Before tee. the IxBC1ng designer must verify the o lyAlcabIl fy of design paromolors and Ixoperty lncoganalo mti design Into the overall Ix9dIng design. Bracing Indicated Is to (xovent buckling of lnc WtKd tam web and/or chord Inembefs only. Additional lernmary and permononl txacing WOW is always recpkod lot slablllty and to Ixovent collaine with posdAo ixitsoncd guy and ixoPoAy, damage. for gonoral guidance togaidng the fabticalkxn. storage, dellveM crection ctnd Ixaci ng of tntsses and lntss systems. saeANSI/IPI I Gua9M Criteria, OSS49 and SCSI Building Component 6904 Parks East Blvd. Safety InldfnnaBon avallabte from bras Rate Uts9Me. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 33610 Job un Truss Truss Type oty ply T11506640 739802 MGE2 Monopach 4 1 Job Reference o tional t. Fn 30 11.30:18 2017 Pane 1 American 6utlders Supply. Winter Haven, FL 33880 I - ..1v. ..... ... __.. __ ..._- ID:I5glgrOgL3bt90B__WeOlhzlb2u•SK4G 1 ygMD42J5a2HftJsgCbybOO 1 bcM9X1IZW 7z 175p 1-0-0 2-0.0 1-0-0 2.0.0 3x4 = 2x4 It LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 1 rdr 120 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 1 rVr 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 000 n/a n/a BCDL 10.0 Code FBC20141rP12007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=58 2-0.0, 2=150/2-0.0 Max Horz 2=58(LC 10) Max Uplift4=-17(LC 10). 2=-63(LC 10) Max Grav4=61(LC 15), 2=150(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale. 1 11.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 2-0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=301t, 8=45ft; L=4011: eave=51t: Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 4 and 63lb 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. Q WARNING- Vertry design parameter* and READ NOTES ON THIS AND WCLUOEO MrfEK REFERANCE PAGE M/1.7Q3 rov. 160&W IS BEFORE USE Design v alld for use only with Mllek® connectors. Ifds design is txssed only upon patomelers shown, and Is rot an indlviclud buldlrl0 component, not a hta s system. Betae use, the txlldng designer must verity the alxtllcabllty, of design Ixttarnoters and ixoperly klcorpotalo this design Into tux/ overall AdaBlkxxN temporary and permanent btaci ng WOWtx/ldlrlg design. Biatcing Indicated Is to rxevent budding of Individual truss web and/of chord members orgy. Is ciwoys tequred for stal-0lty, and to lxevoni colfaIxo wllh posslble IxAsoral "and portly damage For genotal guidance regarding the rabricc Ikxn, storage. delivery. etecllon and bracing or trusses and truss systems, seeANSI/TPI I Quality Criteria, OSS-89 and BC51 Building Component 6904 Psrke East Blvd Tampa, FL 33610 Safety Infam.Non avallaMe horn Ines Plato axtltufe, 218 N Lee Street. Suite 312. AlexanWu. VA 22314. o russ Truss Type 0tyPly T11508841 739802 Mvi Valley 2 t Job Reference tional F •8207P 1 Amencan Builders Supply. Winter Haven. FL 33880 7.640 a Apr 18 2018 HUTek Indusuree. Inc. n Jun 30 11.30.1 1 age ID:P?I?ORARNtPnVt71uMzl ESO-SK4G 1 ygMD42J5a2HfUsgCbxUOOZbcM9XIjZW 7z175p 2.10.0 2.10.0 2x4 i 20 If Scale. 1:10.0 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) rVa rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(rL) 0.00 n/a rVa BCDL 10.0 Code FBC2014frPI2007 Matrix) Weight: 9lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=82/2.9-8, 3=82/2.9.8 Max Horz 1=39(LC 10) Max uplift I—e(LC 10), 3=-28(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vull=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft: B=45ft; L=40ft; eave=5tt: Cat. II; Exp 8: Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterlor(2) zone;C-C (or members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 8 lb uplift at joint 1 and 28 lb uplift at joint 3. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING • Verify design parameter, and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MQ7472 rev. l"IMI8 BEFORE USE Design vcLkf tof use orgy vAlh MllekO connectors. this deAp is bowl orgy upon pxzometers shown, and Is for cn kx0vkft0 buldlrt(t comp onenl. rot a tnas system. Belore uso. Iho Ix9c0ng <leslgner tntal vorify tho q)0lcobNty of doslgn lxxaneters afxl pop erly Incotpofato 11%dosion Inlo the ovetdl b icmlrl daslgn. Braehp Indk clod is to prevent buckllnq of IfldlvkkKd fills; web and/or chord memlxrs orgy. Adc811ona temporary and permanent brackv M iTek' Is always raqulted for statAlty, and to prevent collgxo %Ain p ossttxe Ixstsond trVuY and property damago. For general gildalce toociic1 l0 Mo fafxk:<tllom storage, dolkM. erection and bfocbV of tnnws and hiss systems. soeANSVIPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avc0c"e from truss Plate trxllkdo. 218 N. Lee Street. Sllle 312. AleKarxLla. VA 22314. Tampa. FL 33610 Job i russ Truss Type Qty Ply Tt1506842 739802 MV2 Valley 2 t Job Reference bone American Surldete Supply. Winter Haven. FL 33990 , — . ny, ,. cv w m,.w ,nwaw,oa. ,.,.. ,, ................... .... ...yo . 10:P7140RARNrPrxtp17tu9w5z1E50•SK4G1ygMD42J5t12HfrJsgCbu70NAbcM9XIjZW 7z175p 4.10.0 4.10.0 20 O 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In poc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) IVA n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) We n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 r1/a n/a BCOL 10.0 Code FSC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=162/4-9-8, 3=162/4.9-8 Max Horz 1=77(LC 10) Max Uplifil=-16(LC 10). 3=-55(LC 10) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:IS. I PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.0psf; h=30ft; B=451t; L=401t; eave=5fl; Cat. II; Exp B; Encl.. GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 55 lb uplift at joint 3. 6)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. Q INARNWG . Verity dellpn prrannefare and READ NOTES ON 7MK AND WCLUDED WTEK REFERANCE PAGE MS-7479 rev. 10MMIS BEFORE USE. Design "to for use only w1m Mllek® connectors. Bits design is based only upon pmarneters shown. and Is fa an IndNk0.xi building cornpOnent. not a Muss sy3lom. Rebore use, the building designer tnusl verify the applInablilty of design lxaanoters and Ixopotly Incorporoto this design Into the overall bxBding •Joslgn. Brachg indicated Is to prevent bxucaIng of Individual trust web and/or chord members only. Adc110orwl lemlxxary aril pentlanent txacing MiTek' It always tegt/red for stability and to lxovenl collapse wllh possible persorxl InM4y and property, damage. For gerneral guidance regarding Me rablcatkm, storage. delivery. otoctkxn and lxachng of trusses and truss systems soeANSIMI I Quality Criteria, DSS-89 and SCSI Building component 6904 Parke East Blvd. Safety Information available from truss Rate InstiMo, 218 N too Skeot. Su llo 312. Alexandria. VA 22314. Ternpa. FL 33610 Job cuss Truss Type oty Ply Tt1506643 732802 PW72 Roof Special Supported Gable I 1 Job Referencetional I f 30 30 20 2017 P 1 American Builders Supply, winter Koven, FL 33890 7.640 a Apr 19 2016 lvbTek Industr as. nc, (1 Jun 11 eye ID:P?I?ORARNiPrxtpt7fuMzIE5O-OiC 1 Sescll I LuBgm7LKvdhHOD5t13TER?cCgaOz 175n 23.6-0 43.4-0 - 0. 7-0 23619.10.0 1- 0O-04 7. 1 5x6 = 15 Scale . 1:87.3 496 1154 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 5x6 = LOADING ( psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.10 BC 0.05 WB 0.17 Matrix) DEFL. in Vert( LL) -0.00 Vert( rl-) -0.00 Horz( TL) 0.01 poc) Well Ud 1 n/r 120 1 fVr 90 31 We n/a PLATES GRIP MT20 244/190 Weight, 371 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 15.43, 14-44, 13-45, 12-46, 16-42, 17-41, SLIDER Left 20 SP No.3 1-6-7 18-40 JOINTS 1 Brace at JI(s): 27 REACTIONS. All bearings 47.0.0. lb) - Max Horz2=260(LC 9) Max Uplift All uplift 100lb or less at joint(s) 31, 2, 44. 45, 46, 47, 48, 49, 50. 51. 52, 53. 54. 42, 41, 40, 39. 38, 37, 36, 35, 34, 33, 32 Max Grav All reactions 250lb or less at joint(s) 31, 2, 43, 44, 45, 46, 47. 48, 49, 50, 51, 52, 53, 54. 42, 41, 40, 39. 38, 37, 36, 35, 34. 33, 32 FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2651230, 12-13=-103/262, 13.14=-124/320, 14-15=-141/368, 15-16=-141/366, 16. 17-124/320. 17-18=-103/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (&second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.0psf; h=30f1; B=451t; L=47ft; eave=2lt; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 20 MT20 unless otherwise Indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. e) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 31, 2, 44, 45, 46, 47, 48, 49. 50, 51, 52, 53, 54, 42, 41. 40, 39. 38, 37, 36. 35. 34, 33, 32. 11) ' Seml-rigid pltchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Q WARNiNG • Vedry dedyn psnmeters and READ NOTES ON THIS AND INCLUDED MlrEK REFERANCE PACE MO.7473 mv. fa47 MIS BEFORE USE Design veld for use only wl0t Mltek® Connoclots. Ms design a txxaed only upon paramolors shown. and Is lot an individual building component. not a tnas system. Wrote uso. the tx/king deslgnet mast vedry Ile applkabllry, of ckcslgrl pxxaneters and properly Incorpotato 0%design Into the overall tx® dllg design. ®ocing trWlcatod Is to prevent budding or Indlvlducd Miss won cold/or chard members only. Adc011onal lempotary and p aimaenl tracing M iTek' It aMrays tecphod nor slatxllly anal to prevent collapse Win possalte personal Vial and property dornago. Fof general guidance regarding the foLvicaODn, storage, dellvery, erection anti Ixacfrgl at Inmes cod truss systems. sc-•eANSVIPI1 Quality Criteria, DS8.89 and 6CS1 Building Component 6004 Parke East Blvd. Salary Information avdtatAe from fruss Rate institute. 218 N. too Street. Suite 312. Alexandria. VA 22314 Tortpe. FL 33610 Job Truss Truss Type Qty Ply T11606644 732802 PWT3 COMMON SUPPORTED GAB 3 t Job Reference Lionel C•: I..n oa f t •M•99 M117 Pwnw t American Builders SWPN. winter Maven. FL 33Sae•..•.v...t•............._.....__....__...._.... _-.. -- ...--•-- ---- - - ID:P?I?ORARNiPrxtpt7tu9w5zIESO-K5KnsKttGJYlaCL3uYNo_2mdt 1 naxNNkSwinlvz 1751 1 O-0 23.6.0 47.0-0 0 o 23.6-0 2364) Scale . 1:81.9 5x6 = t5 IQa 4x6 II 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 4x6 II 5x6 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 10.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 BCOL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 20 SP No.3 SLIDER Left 2x4 SP No.3 1-6-7, Right 2x4 SP No.3 1-6-7 REACTIONS. All bearings 47-0-0. 5x6 = DEFL. in (loc) Well Ud Veri(LL) -0.00 1 rVr 120 Ven(TL) -0.00 1 n/r 90 Horz(TL) 0.01 28 rVa We PLATES GRIP MT20 244/190 Weight: 364 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 1 Row atmidpt 15.40, 14-41, 13-42. 12-43. 16-39. 17.38. 18-37 lb) - Max Horz2=284(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 41. 42, 43, 44, 45. 46. 47, 48. 49. 50, 51, 39. 38, 37, 36. 35, 34, 33, 32, 31. 30, 29, 28 Max Grav All reactions 250 lb or less at joint(s) 2, 40. 41. 42. 43, 44, 45, 46, 47, 48, 49, 50, 51, 39, 38, 37, 36, 35, 34. 33, 32, 31, 30, 29. 28 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 12-13=-117/299, 13.14— 137/359, 14-15=.155/405, 15-16— 155/405, 16-17=-137/359, 17.18= 117/299 WEBS 15-40= 259/53 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf. h=30ft; 8=45ft; L=47ft; eave=2fl: Cat. 11; Exp B; Encl., GCpl=0.18: MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. e) ' This truss has been designed for a live load of 20.OpsI on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 41, 42, 43, 44, 45, 46. 47, 48. 49. 50, 51, 39, 38, 37, 36, 35, 34. 33. 32, 31, 30, 29, 28. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 28. 11)'Seml-rigid pitchbreaks Including heels' Member end Ilxlty model was used In the analysis and design of this truss. A WARNING - Vedly design panemotaro and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE MIF7473 rov. I803/2015 BEFORE USE. Design valid for use only Win Ml lek®conneclors. 911s ckalgn IS based enlY upon txltameters Shown, and Is for an individual bxrtkllrtg component, rat a Inds system. Before tadrlp c. the txOdesignot must verity the appllCcifAlry pa of designametersattdproperty Btcaixxofe IM design Into the overall Additional lernpoic ry and rtenl tyoclno WOW bxOcMg design. Bracing Indicated Is to Ixevent buckling of mdn4rA,al truss wob and/a chord momlors only. poffnc 6 always required for stcrAlly and 10 Ixovent calla xse Win possQile personal frytay and Ixotxeny danoge. fa goneral gtAdatco ragatgmtg the fcdxicatlon, storage, delivery. aecaon and bracing of trusses and Irtm systems seeANSVWI I Quality Criteria. OSB-89 and SCSI Building Component 6904 Perks East Blvd. Tempe. FL 33610 Safety InformationavalloblefromktrsRateinstitute. 218 N. Lee Street. Sulto 312. Alexandria. VA 22314. Job Truss Truss Type 0 ty T11506645 739602 PW T4 Root Special Supported Gable 2 1 Job Reference tional tnMC.: I 'lflnMtt ••7! American Builders Supply. winter maven. ri- SdaaV ..,.-......,.......... ..... _.. ..._.._. ..._.... _--- - _-- - I D:P?I?ORARNiPnrlpt7fuMzIE50-pHu94guV 1 dgcCLwFRFu1 XGJmIR62GgVuhaRKBLz I75k 22 64 246-034•1 1.8 I "-8 a7-0-0 22. 6-0 2.0-0 10., 8 5-0.0 70 5x6 = _ 6. 00 rl2 5x8 — 13 14 Seats . 1:86.4 4 I II 7 28 4 N54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 US II 3x6 = US = 3x6 — LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. In poc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.1 a Vert(LL) We rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Ven(rL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(rL) 0.00 29 n/a rlla BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 379 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 20 SP No.3 WEBS 1 Row at midpt 14.41, 13-42, 12-43, 11-44, 10-45, 15.40, 16- 39, 17-38 REACTIONS. All bearings 47.0.0. Ib) - Max Horz 54=231(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 29. 43. 44. 45, 47, 48, 49. 50, 51, 52. 53, 40, 39. 38, 36. 34. 33. 31. 30 except 54— 107(LC 8), 35— 104(LC 10) Max Grav All reactions 250 lb or less at joint(s) 54, 29.41. 42, 43, 44. 45, 47, 48, 49, 50, 51, 52, 40, 39, 38. 36, 35, 34, 33. 32. 31, 30 except 53=253(LC 15) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-263/258, 9-10=-158/283, 10-11— 145/338, 11-12=-149/395, 12.13=-169/450, 13- 14_ 151/423, 14.15=-169/450, 15-16=-149/395, 16-17=-130/338, 17-18-110/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDl-=6.Opst; h=30ft; B=451t; L=47I1; eave=2111; Cat. II; Exp B; Encl., GCpi=0.IS; MWFRS (directional) and C-C Exledor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the (ace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 20 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one lace or securely braced against lateral movement (.e. diagonal web). 8) Gable studs spaced at 2-0.0 oc. 9) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will tit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 43, 44, 45. 47, 48, 49, 50, Si, 52, 53, 40, 39, 38, 36. 34, 33, 31. 30 except 01=1b) 54=107, 35=104. 12) ' Semi-rlgid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING - VedfT design paramefera and READ NOTES ON TM AND WCLUDED AMEK REFERANCE PACE ND-7473 rov. 1603/2015 BEFORE USE Design vdkl for use only vAm Ml loW connoctots. Ms design Is based only upon Ixaamoters shown. and Is rof an Individual txAdkV component. not o truss system. Befofe use. the loading designer must verity the agllbat)llty of deslgl Ixaametars and Ixopody elcofpofato this design Into the overc/l only. Addlllonai temporary and p olmarlent 1xachu M iTek' buildingdesign. tracing Indicated Is to Ixovent Welding of bxAVlducal truss web and/oi chard members is always ioWiod tot skilialty, and to prevent collcgxe wllh toasstxe pixsonal Iryiay and rxoperty damage. Fa goretol guidance rogardhlp the kstxlcotbn. slemoe. delivery. election arld txcschV of lntssers and truss systems seeANSI/FM I Quality Criteria, OSS-89 and SCSI 8ubding Component 6904 Parke East Blvd. Safety Information avatlatxo from truss Plato Institute. 218 N. lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets ore indicated. Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0- 1/ ldr For 4 x 2 orientation, locate plates 0-'n6° from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vory but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI t section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek° MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on Inadequately broced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear lightly against each other. 6. Pbce plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. S. Unless otherwise noted, moisture content of lumber Shag not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber Is a non-structurol consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type. size, orientation and location dimensions Indicated ore minimum plating requirements. 12. Lumber used shag be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed. unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or otter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. IS. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. R FrnR D COPY it City of Sanford Building and Fire Prevention Product Approval Specification Form Permit ## 1 7- 2 18 Project Location Address gUILO,Lc 3—# 1 7- 2 1 8 7 SA"FoRO o AgRTMEc 5-Unit Townhomes-383,379,375,371,367 Grove 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.floridabuildincl.orcl. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL# 15225.5 Sliding Sectional marr Garage Doors Sectional Ext. Door FL# 5302.2, 5 Roll U Automatic Other 2.Windows Single Hung Plygem Single Hung Window 1500 FL# 16103.2 Horizontal Slider Casement Double Hun Fixed Plygem Fixed Window 1500 FL# 16104.2 Awning Pass Through Projected Mullions Plygem Mullion CHS Twin 1500 FL# 16100.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3.Panel Walls Sidin Soffits Alpha Aluminum, Inc. Soffits FL# 12019.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Roofing Shingles FL16305.1Atlas Underla ments InterWrap, Inc. Rhinoroof FL15216.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents PEMCO Weather Vent FL# 15961.2 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 rya I FIRST FLOOR PLAN: NOTATED SCALE: 1/4" = V-0" WILLOW ELEVATION FIRST FLOOR PLAN: DIMENSIONED SCALE: 1/4" = 1'-0" WILLOW ELEVATION NOTES: AIIOvLx&WM A3 t1o.Yl IAt u4tO:4 ORCMU fWAM fA l KPrK[Ict•IfJ'ZMV.\tltvttTf -CKT%X ICW < V.ILL 9RM40% GW"Ug%A%E 14"*1 6It13I.-OW !] O OI ..A,oT•ro1Al (aCWIIR/Mcl H.T. (.Yuurir IATlllat TOME41OA Ovv.s 011 oOA71 f0Or11oxu 1tAY CMCLS /tt vt•W Vo II(Y T1 tri'ff.1/ti p 11CIIN3M 3A9 Af ((1tRq GW 5LL\3 Au I:latowtu AAI6•uno Attt,w,3 C!lt/V rou filQWr.tO, I: OOIAIT[CAta AAKI eYWf`N3tt To t(ra\W4101Iwno. 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SCALE: 1/41f= 1'-0" WILLOW ELEVATION SCALE: 1/4" = 1'-0" WILLOW ELEVA TOfI1 At {WY+O MFA ar671n R. nctAer (: 1 sn rt. Off. Torso Iltl tnrr. f.• CO IOIe: llli LtlealYtef COn4 nee H Ws do0nleN Il (00/1191':M end Ir dY iar.Lt a / peyert/ Q Ill17ItA COIISUL(IIIG 6 OESIGII, OF %&W 8 ASSOCIAI ES, LLC. Nry etr. duDLrJ:'CM1 M trrntirr of N!t• doaa1Cn11 N!• W fSOI• ned,avCYl telueMNtAPRACONSIiIlIHO 1 OESCILOF N7:R 1AS50PATE5, ltt b (ai@/pahb`ed NE j 30 W sLL O zW z z 0: a 0 p d 5$,! i O w W F.. a _ WC z 0 S ztOr1 ogz Y ; O OYO9C CF 9 NWQfre• W.S A3. 0 10 zzzz&u owl r- 1 Note WALL tTFIWT frati« OA• I vAAT0[FOO."ON 1 IAILOW OnnRATIM 1 e i 11LF/A10111010So 1 IC[I/IORMRAL I FARYYWL NO 1IS-\ I TAAATTOWA,LAI 1.\ 11 I 1v00naABOK r arpAmpzlRALV a CAP on. "mma t OFOOLONVL0 1.11• I6411AASM FAMILY ar-7B IfM100fR. Il1A011A1 N son u N F4L10f.0 O OVI 1 i44r6 wv. KITCHEN s.• an III, IATIOA FOYER 1 1 CAR GARAGE (r t tip E13—. u LtwtxoxluRAaa 000l I i Pima 1 ® NTH 111 111MOO 4WrLATIVAOMI 1 1 % M I I YFA I6f0YryFIRST FLOOR PLAN: NOTATED SCALE: 1/4" = V-0" REDWOOD ELEVATION AVJ• I/S LANAI kTo Ss it to so J 1 11k FAMILY w• aa b iravr M Irr Iry b b 1 1 yra 77r or %— aI Ur ra up g i KITCHEN 1 1 CAFE 0 E... a.ltrrasa• ratavwlsvh r h 0 FOYERtr 1 CAR GARAGE p yyp R 1 1 1 1 i i 1 ENTRY 1 1 1 11 1 1 Tr IO 1 11 r I V r r K Wr 7Y r0 FIRST FLOOR PLAN: DIMENSIONED SCALE: 1/4" = V-0" REDWOOD ELEVATION A NOTES: 6(% lIaOYL.t[MG.,,W,I,I[iCT4VIl•OpRV.ILL MR.'A lfl- trRlOVlII OtGVrYdVIIEINLL/vltf nl Of7lJ10.•WV a4lt fAVtl1A[GWYJLL1YAl[Ia/µtt •gll/1,4917 JQ OTrINII IOAAfOT1lµGIWl101FMK 7.T. [s IOfLT €3 l[ fNll7p r0 CmAGA O. 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ALLOMNSArOVAtCIMIllIAWULLTOVFIYVJWnRy . <w acovomV[ NIscr ILO play 4 iNOTE: z REFER TO CORRESPONDING a m MERGED SHEETS FOR DETAILED INFORMATION NOT o PROVIDED ON UNIT PLANS 77 z 0. •L fY u) 0a Oil u.S a aO I InW3tlu a UL F. Uj N WYZ a U= WALL LEGEND o' > o 0 s.• T.OVtrArl. EM a H MTCA"CAT[SUASONIf ROIOIyVI VGO et« Ilxcarfwa/. rrRlu'loy - a puvT AREA CALCULATIONS:It p ; t 1{ fMAt WaOMTA IfL0 "" rr. atlMACIK.' aMTJI• SO 17. TOTAL ACW.•m AIITA: ",/WIT. ir+ t! aIMGIU cAwi. 7f1 a0 F1 bT R• 7)V IA.•W trio rl Coln. 1660 IT. ft LI'a. O TOTAL. AH All SO IT. I/CO"is. TMwar"WIL" corium A Vol Ooomm Is f0µ/A/1 W aM II Ole [ac Wh a fre(.crryof L•WITA CONSULTING a DESIGN. GP 1li•R 8 ASSOMM. LIC. An/ In/. dvokaCOA Of Valnfar of viol{ O7co1MN1 "!"Aft Lys suM,artkul ammAdNO1RA CONSVILT11,y8 OEM14.0F %%VJI t ASSOWITES, LLC It tYiPT ponU aN I 24= IN 1 o'v SECOND FLOOR PLAN: NOTATED f • N TT ' f? t'J 11 I 11• I TYF OWNERS y9 SUITE NeaTa& l.Ip Ff T•p Np TJp N C O OWNERi1 4J BATFr wo LAUNDRY IO { r fOG6 T•p N W.I.C. r O Np r•ur w n•p N BATH 2 wan Q ® i BEOROOM2 e i1P I d r.f ra wp zl_ 1 BEDROOM 3 I iaols j --- I 1 Tr Off' aw TfP SECOND FLOOR PLAN: DIMENSIONED SCALE: 1/4" = 1'-0" REDWOOD ELEVATION SCALE: 1/4" = 1'-011 REDWOOD ELEVATION MOTES: u o.c,w! u twwr w ca(oo aw.,(. Rwvo aa Em. tr¢"\Yc YtuEtrncmtasou Yrt(OnOwJtaW wYtw.K NrAY1.O K' G 6tMaFdfrw OMMI(Ip. 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O.r lralm[•Y•r4.'ar• WC Nrmlprm•a r.\aa. oro.urf .e.a,: awtwaoro q Me.rYa.t(! ev.a.:mra x aTsmo wpm IrC.E. frrral lE>>IFM rPlrl rwr •IA arPar•aar anlou.aaowrra: pwtRaef wa71[Ma[YYrrore• 3' s ROW OFIr' Ia.tEMl• nc {r•IOV[w/•0rraaM ap•YIeY atal lwOlCd®tr IOI tall rW p laaq.wr r.If •r6.•E.reNieeR[6NatM Meam11flO0aa]r Ma•a•f[ •IO rKrrO! awLLE pt100lW11p1000OM'QYOS+ IY4tMYim Ywr01r44wWr®WlYI. ] IO•L W-o ueawlroE•sr. umr v.aoKrlea 4 00ION O{( aD.rCta.rolamf>DdO 'of YgrpOra WnWM. r.qrr•dareMda(tap Qfly Y 1 roadorNaEar(wmwrapl I! LLat4.ON.r ar04iuOYIreYE rOEreLLPND 1Var\rq.glNrraa q. lV \•ll r••kr.lY•wlaw•• u0 Ya •p41q 11paY O rROOre u srorc.•mr.mr. KrmrsKaaara.Wnr.c a u C amlacKaud sCarY1 os y+. e t NOTE: b$$ E z m REFERTO CORRESPONDING a MERGED SHEETS FOR DETAILED INFORMATION NOT a PROVIDED ON UNIT PLANS z 0 e AREA CALCULATIONS: Io Intu. 19~0t. amen aww ca a•a Maio" mthallMO Mrp" a•wC tar ao rr wt mwn ORA Naa n ror a ralm" NOD m1f. Tat mm" A.a "*.". fb•mr—l•atFRI.. cticMeogr twyrytrNON(ACONSM.TL40{0EyGKOFWMRGA33=ATE3.LLC llq lma.tap(AmacYa./edMbwrEllb YMa/tlat aE•t. YlYn emnct dNOMACOWIRT11Ki{OESIGR, OF YWR{AyyppAlp.(mamlWpdOba LN R Z S Q cfZ p Its 3 7V{ C, -6 1 0 F k i9d co z UU I I 11 O W F Y= U tu aaI.- K aa•! aa wv I— . Y m t A3.0 q VVA I61u,2. 7., gl °y Z" FIRST FLOOR PLAN: NOTATED SCALE: 1/4" = V-011 BIRCH ELEVATION 1 t ao tr va AI w ILA Irr rr rsfie. ^!r I.Y. t A r its. rO' r•1 11 r•I a7 d r+av r+sr or 0 KITCHEN 1 P. O P OR --- r 2 I031 1 r•11• R 1 CAR GARAGE rJ•aa i FOYER• 1 11 1I! 11 11 11 11 y 1 ENTRY IJ'tla r rr or Ira• J•- ir•! rJ• ra mow• lsr TTO FIRST FLOOR PLAN: DIMENSIONED SCALE: 1/4" = 11-1)" BIRCH ELEVATION NOTES: w A OVA1.0`1 as 1MOAV its tti(I[Mgly: wrlu rUlRln f smpco µficcrl CMlA mus Vlel 111 CAT"'WIW 6 Wtl. WOLVACvM-1.1. 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InfsnT\rtArl mnule/dNa:i douaftN l/ oopfllfllted and is as facWtha aoeeMarw:rtA earsulralc a 0EStOu, 0f Nt1R A ASSWAM. tM AAf wv, dufiutat( a eaAffer or ewsC awY+lau W'd1o1ANC ecaetae4vfGM 4/11lr/ U3tQYTACOtISUITd: G 60eWW4.0F Y.1Jt { AS=AT%U0 4 *Vi* vWfEAL S ze 4m a z n p W o = sds g l z814IyOw WF u 0 Z e Se O x3190 Ot jjp0 k, Ammar Yrf IMM— nto Auva aa[x Al mla se.— tt:IAAl to YIl aM) t1 A10 Florida Building Code Online 16OR Page I of 3 Ruciness F. Professional Reaulation ii0f&D ,lUift 8a ""0 1 room I uwft9l tranon "aT*0= I Bulh8 .. .. Product Approval Pao essi I. mrUSER: Ftdft Use Regulation subeut surc"Me ! son a FKn I Pueoouore I FaC 8nR I eeS see Meo 1 Un s I Sumh I y r A pttanten oe rl• FL A FL1s225-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, ON 43517 419) 298-1740 rickw@irwbldgeonsuitants.00m Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan 3. IOng, P.E. A Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of use Approved for use In HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A other: See INST 15225.5-68 (618 Door Products), INST 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for Installation Kib uctibns. Note- Glazing Shall comply with ASTM E1300= 04. (This product approval requires the use of 'l' part number doors and sidelites, which have been stained or painted within 6 months of Installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certificate a : e»e Ra •C C9C I §22e• c NMI carts.off Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions Created by Independent Third Party: Yes Evaluation Reports by Yes 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 Sidelltes. Inswing and Outswing Therma-Tru" with Transoms omits of use Approved for use in 14VH2:: No Approved for use outside HVHZ Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.6-68 (618 Door Products) and 15225.6-80 (810 Door Products) for Installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate - Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions F11S77S as it IOST im. d-SB.odf to 1s»c O n INST iS225.6B0.odf. vertAed'Sy: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Third 8!>l08S8 :; sase we uanraa meat. iinaturaCae FL i2124 Tale State of fionde Is an AA/EEO employer. renrriehe ]t167. m•a NlU of s:erlda_ :: lacy Statement :: :: Refund StiLtflOL Under Florida taw, email addnMM are pub k ramrds. If you do not want your a -mall ddrea released In tapords to a oubk reeorda requesk do not saddeftwitmantothisentity. instead. mrdaa the amee by peon or by tradmonal mat. IS you have any Quemm please centaQ t150.487.1595. "Wrswm to Satlon455.275(1). Florlda Statutes, etreCWe OMW 1, 2012. Uaensem (lensed under chapter 45S. M must provide the 00MInier t w"an emal address r theyhaveono. The .eats provided may be LOW nor official aommunlotion with the ncenfea. However small address!! are Public Almni. If you 40 not wish to supply a personal address. PIpmvlde the Depowtam Mth anll ads nits whkh a available Oro puWlc To determine If you are a licensee under d Product Approval AmaPM 6a CreditS.AVE https:// www.floridabuilding. orglpr/pr app_4d.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005329-114 108 Mutzfeld 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 Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing withinWA "L,- n_ :::e...a..., o..,r__ 1 CIIOOA *v'M#'Ami i4n'Nationel Standards institute (ANSI). NAMI's Certified Product 1.4011 at t R11111 n Glazed o : . 11MV.. a %,c...uw..v.... Design Missile Test Report Number Inswing Configuration or Outswin or O a zee Maximum Size Pressure Pos/Nelt Impact Rated Comments X I/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/1TF-253F Single X O/S Opaque 390" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097=F-254F Single XX 1/S i Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097nW-253F Standard Aluminum Astra al ... Double XX O/S Opaque 6'0" x 6'8" 4040 No ETC-01-741-10703.0/L-2097fffF-254F Standard Aluminum Astragal Double XX I/S Opaque 6'0" x 6'8" 47/-47 No ETC-61-741=10703.0/L-2097/ITF-253F Coastal Aluminum As"gal .. Double XX O/S Opaque 6'0" x 6'8" 47/47 No ETC-01-741-10703.0/1=2097MF-254F Coastal Aluminum Astragal _ Double OXO/OX/XO US Opaque Door 5'4" x 618" 40/40 No ETC-01-741-16593.0/L-2097%1TF-253F Sin le w/Sidelites OXO/OX/XO O/S Glazed Sidelites Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/TTF-254F Sin le w/Sidelites _ OXXO IS Glazed Sidelites Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097=F-253F Double w/Sidelites_ Glazed Sidelites Standard. Aluminum Astragal OXXO O/S Opaque Door 814" x 6'8" 40/40 No ETC-0I-741-10593.0/L-2097I)TF-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 Glazed Sidelites Coastal. Aluminum Astragal Double.w/Sidelites_ OXXO O/S Opaque Door 8'4" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097/ITF-254F Double Glazed Sidelites I Coastal Aluminum Astra al w/Sidelites awn• n___lL...L!-...... 11R-.ww.dnlll.It1oV/RiLVPt_ VA 21n72 National Accreditation & Management institute, tnuy iyr %peorge TV nau.ur.V.. a.ac.uv.... Tel: (804) 684-5124/Fax: (804) 684-5122 NAAR AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-R5 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" Is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within ter. •i.s- n..tr.-.:.t.... Dr ....:. •w....Aleul Av-TA& Amorlran Nflfinnal Standards Institute (ANSI). NAMI's c:ernneo rroauct L1snn Yi wW. nn Bull. v.... a..v... Design Missile Test Report NumberInswingGlazed Configuration or or Maximum Pressure Impact Outswinp Opaque Size Pos/Nez Rated Comments X 1/S Opaque i 3'0" x 6'8" 67/-67 No ETC-0I-741-10702.0/L-2096ffTF252F Single X ON Opaque 3'0"x 6'8" 67/-07 No ETC-01-741-10702.0/L-2096MF251F Single XX I/S Opaque 6'0" x 608" 40/40 No ETC-01-74140702.0M2096nW252F Standard Aluminum Astra al. _ Double XX O/S Opaque 6'0"x 6'8" 40/-40 No ETC-01-741-10702.0/L-2096=F251F Standard Aluminum Astragal Double XX 1/S Opaque 6'0" x 6'8" 55/-55 No ETC-01-741-11008.0M215IMF252F Coastal Aluminum Astragal . Double XX O/S Opaque 6'0"x 6'8" 55/-55 No ETC-01.741-11008.0/L=215l TTF251F Coastal Aluminum Astragal Double OXO/OX/XO IS Opaque Door 514" x 6'8" 40/40 No ETC-01-741-11008.0/1t2151/TTF252F Single w/Sidelites ._ OXO/OX/XO O/S Glazed Sidelites Opaque Door 5'4" x 6'8' 40/ 40 No ETC-0 1 -741 -11 008.0/L-2 15 1 MF251 F Sin le w/Sidelites OXXO I/S Glazed Sidelites Opaque Door 8'4" x 608" 40/-00 No ETC-U1-741-11008.OM2151/TTF252F Double w/Sidelites Glazed Sidelites d Aluminum alStandard OXXO O/S Opaque Door 8'4"x 6'8" 40/-40 No 15lETC-01-741-11008.0/L-251/iTF251F Double w/Sidelites Glazed Sidelites Standard Aluminum As al OXXO- 1/S Opaque Door 8'4" x 6'8" 55/-55 No ETC-0 1 -74 1 -11 008.0/L-215 I =F252F Double w/Sidelites I -Glazed Sidelites Coastal Aluminum Astragal OXXO " O/S Opaque Door 8'4" x 6'8" 55/-55 No ETC-0I-741-11008.0/L-2151/TTF251 F w/Sidelites Glazed Sidelites Coastal Aluminum As 1 _ . Double VA iin7i National Accreditation a management tnntum, amow-9WWIr. —•••fs•"•• Tel: (804) 684-5124/Fax: ( 804) 684-5122 NAMI AUTHORIZED SIGNATURE: 4- 4' 0 mUwON1 MULLION kt 4 4. Al SHOWN FOR friw NIMASONRY SHOWN FOR OMW - 1- 1 REFERENCE 11 1.2s MASONRYREFERENCEVEM10OPENING TYP. HEAD OPENING hp; 11 7YP. II JAMBS HEAD" HEAD JAMBS JAMBSII %u 2X BUCK -/ 2X BULK' -/- 2X BUCK -/ d SHOWNMULLION FOR '1 0! 6 cd c I REFERENCE I I IO 6 GLE DOOR. INri r W/sInELITE eSINGLE W/SIDELnES RUCK ANCHORING BUCK ANCHORING AUICK- ANCHORING 4- 4. 41. . 4-- MULLION MASONRY SHOWN FOR MULLION 77P. . 1 REFERENCE SHOWN FOR OPENING TYP. HEAD REFERENCE II JAMBS -ILSTRAGAL HEAD SHOWN FOR & JAMBS t. n*L &G. 0A1 2X BUCK-/ REFERENCE 2X-A. SUCK No cwws nm be o*ated to rnahkin the mh ASTRAGAL ii hwll, SHOW FOR r. om comr "m be c*zfed to ilk Ci ci 10." - 1.10 Wo" s noted as 7,W REFERENCE 11 andw j rnoeitabadQ6,c%I=w*t*MWQr1* s0brid c q1 z II nwv be"m0ed to ehsto& the 7Z. cw 12. andaWbWconmia0AQIIIV, AWfiqWWIVIM: MIN, ALfs. ANE4011 Aoiikm , lift JK FIWnouaLE DOORDOUBLE W/SIDELITES ok wS TAFCON Ile 1-1/c r RUCK ANCHORING MASONRY BUCK ANCHORING FL- pawma $got OPENING 13225. 5-68 0 ftf:;&u1n C' wFW c'- c' c- IN 7PAIRS JO TYP. ' C m j 4 3.•. LJl 1. 3 2• j9—' F- F- 3 SEE NOTE 31 73' A W/2X BUCK I SHEET 3 1 SEE DETAIL INSTALLATION 1 W/IX BUCK 9 W W vi INSTALLATIONx'- ri STRAGAL 1 MUWON g ,IAMBS iv SHOWN FOR 1 SHOWN FOR REFERENCE 1 REFERENCE ONLY 1 1 SEE DETAIL ' 4' c 1 16 to n+ Dow V/ wnm eau em r slnmrc na Im+. soolrt m ooar sae oorortr+aeO Item DESCRIPTION Mate I A' 1#10 x 2=1 2 D SCREW STEEL. PFH WOOD scww 1# 10 X 1WOOD SCREW STEEL. ' 1 x 4 ' Hin a to rome _ STEEL I0 x ' 2 G. 'P ' WOOD"SCREW 3 x- 2 L .— R S 4 11 1' 2-3/4- PFH ELCO OR ITW CONCRETE SCREIV 1 4 x 1-J 4 ITW PFH ON SCREW 1 4 x 3-3 4 TIW P NCREiE SCREW 3 16 x J-1 4 tTW PFN CONCRETE SCREW STEEL 1 1 4 x 3-1 4 PFH CONCRETE SCREW 13 JMA ORHOLLOW BLOCK IN. CONFORMINGETASTA1CONFORMINGC90ACI 16 1 4 X 2-1 4 PFN ITW CONCRETE -SCREW HEADER UGAR PINE SG >= 0.3 WOOD 2t 3 4 7HK. PRESSURE TREATED sIDELqE PAD 30 2 X 1 X 25 G& C RUGATED ASTENER W/ 2X BUCK 2, INSTALLATION W/ 1X BUCK INSTALLATION 12 1 C I I 6• i SEE DETAIL 1 • c \ Qi r A' W/ 2X BUCK 3 . INSTALLATION 1 0 W/ IX BUCK 11' DETAR. - 1' INSTALLATION DETAIL3' B ATTACH T STRIKE P A O E ASsHoWN. =t C. t . DETAIL - 4' rri can SIMMOR Iffl-MOR NERIOR l CROSS S o EXTERIOR W R 4 4% 7E. IKMUWON 4 :SHOWN FORm MASONRY 4 RUN T T REFERENCE OPENING MASONRY MASONRY OPENING NINGTYP. HEAD OPE OPENI 7YP. h4to It MfAOJAMBS HEAD 1Z. IL 2X BUCK LD 6 2X SUCK -. ` MULLION Fiji - 0)SHOWN FORC-4 fli ci REFERENCE 2X SUCK II 1I II Li rir wirinmTrsfii SINGLE DOOR qINGIE WL2JUL6LLL SUCK ANCHORING 151RUCKANCHORINGRUCKANCHORING 4 48.. 4- t I. I MULUON FORSHOWN MUWON MASONRY OPENING TYP. HEAD REFERENCE HEAD SHOWN FOR REFERENCEJAMBSASTRAGAL 1. SHOWN FOR JAMBS 1 II REFERENCE 1 II 2X BUCK —AL 7 1. Zr bLc* n*L Sa x an 1 ASTRAGAL COW-4=ANQWVN0 2X:-: SHOWN FOR 1. corwato onda bcomm of Mid camera nwba oozW I*Mdntah fi*mh edge dWance to na a JoinM SUCK REFERENCE II 2. Concrefo anda bconow -led- UAX 0MCDOWmal be acoLded to Kodc*n Ind ff*Ledge CbfCnCsto,.ofoj*fLodcRbndeoncele-IdO r, W tWSQL(Md 10 VM" the -MAX ON C;EWW C*rWtlCn CFO Wt dXCOOdOd A Cou"to onehor toW.' C3 c; z Ajr. AN&4* Am M= ow TAPCON r mr J= i It 11 11 m N.T. 0 000, pvt : CHL on L oRm" 14, DOUBLE W/SIOELrtES FL— 15225. OUBLEDOORMASONRYGjBUCKANCHORINGOPENIN E' C 4 Iy 1' J• ' 1. i-3. 71 1 ' SEE DETAIL 3' III A p SEE NOTE 3 •1 II gSHEET3 MULLION-/ SHOWN FOR REFERENCE 1: SHOWN•FORASTRAGAL: REFERENCE 9 ONLY 1 16 s d III • •. • C' •E• VIEW C'—"C' DOL1B F DOOR W/SIDELITES W Ix Buc1 IIISTALlATIO TIP. Kw 3 JAMBS SEE DETAIL 4. 0 k+ n WWz A' W w/2x 8= .A SEE SEE DETAIL 1 I ALLATION ;OErAI 3' t. x e,ai o .T. 1 INSTALU110N • . tii Item DESCRIPTION Material A ' 10 x -1 2 P SCREW - - L B 1 _PvH STEEL ilo X 1 pFW_WOOD SCREWL 1 T x 4 CR in a to tome STEEL 4 1 4 2-3 4 PFH ELCO ORITW CONCRETE'SCREW t 4 x 1 -34 ITW PFH-CONCRETE SCREW STEEL t 4 x 3-34. PFH CONCRETE SCREW STEEL I TEFL 11 3 16 x 3-t 4 ITW PFN CONCRETE SCREW 1 1/ 4-'x 3-1/4- /TW PFH CONCRETE 5GREW OR N. CONCRETE CONFORMING TO ACI pSj (CONFORMINGCONCRETE 13 J01 HOLLOW BLOCK TO_ASTM C90 1 t 4 X 2-1 4 PFH RW CONCRETE SCREW HEADER JAMB PINE SC > . 0.4 W00 21 3 4 THK. PRESSURE TREATED SIDELITE PAD 30 2' X t' X 25 GA. CORRUGATED FASTENER STEEL ITT- ITYP. NEAR & ," p ASTiLacAl JAMBS i SHOWN FOR Q ' REFERENCE _ I ONLY I - 9112 12 1 ` L — . tr NEW A A" Dow W/ ww" ImItuww fASIDeJti 1101 ] e (M. All want fi 0001 .MM OOM4tT10iW 0 .. DETAIL ' T' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. on N IOR ll _ ii • INTERIOR SMIOR E if n INTERIOR 6-1•I/ %AL CROSS SE[TTON' v- INTERIOR DMIOR 11 HOWOM AL CROSS SE J 3• ORRONTAL Q O 2 a s'Jor reuloNon HORRON ! CROSS SECTION f INTERIOR i EXTERIOR s . LORIZONAL CROSS SKTON_ 2 . ,O IWg conn uro4on 1i1u>f M Ill o.a T` JK ow m LfS 2 FL— 15225--! O SItO1WN MR ReVIN E VIEW "C•"C" SINGLE DOOR W/SWELMS a. N 1 ems. 1 .,. -•-i ai go so T Sf£ WALT s 11. -1'1—L D ile TTP. •WAD ICHMIF A4UlItOM i. SHOWN TOR n ROMICE- b9/ld'1MAB M. O JAMBS IA/IBJ" - ki a z, '_..es y •` lip 16 ng rDIYP.6 f "nBHEAD c- .9/1sIAMS- ryP. a JAMBS T . u d.V/16' IAMB SEE L?t:•T q S" DEIAR9• : R 1 V EW "E"-"E" VIEW "D"-*W SINGLE DOOR WIRDEM VIEW'1B"•'B" SINGLE DOOR VIEW •A"= A" rriei AMANCHORM 1. Conte ais MICIM 10001'0M a1 the canmt maybe ocMled to mdnfoh Ms Mh idpe Of' 1 '10 ltlerfaf/f+ 2 Caterete atdmrttica6bM holed ar'MAX. ON CUOER•naet be OUAn ed w mohfM the mh edge dbtonce to tnortorlabb. oddran l CwWWe a chmr may be quked to areas the %" ON C&Mr dYnendon ae notmencsede0• S. Cmwete oncl+or table: AtfCHOR ANGITCR MM , • ' MAt IN Ad/L; qtEAPU IbAOJAGEIdr TARN' TVOWeS/16' 1.1/1 AS SNOWN AS DOWN S10NOTB: wrlh (12) A8 x T Pfh. M' screws. Thero ore (I) of each 1. The fe IS ddect set into th0 jamb vertical jamb. Ttam the top down at 13.5'. 31 ; 4OX a dd' There are (2) of the header of r" ban the ovhlde comets of the home. There ae I21 of the AL I' from the ouWde cameo. HE FNJ.& 9err JK eLFS' ; acre eu ` FL-15225- 68M R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valdco, FL 33595 Phonc S13.659.9197 Florida Board or Professional Engineers Certificate orAullrorizelion No. 9913 Product Sub Category Manufacturer Product Name Cate o _. Therms Tru Corporation Smooth -Star" and "Benchmark by Therms-Tru" ; Exterior Swinging 1 t$ Industrial Dr VS Single & Double Opaque or Glazed Panels w/ & w/o Sidegtes Doors Exterior Door Edgerton. OH 43517 Inswing I Outswing Assemblies Phone 419.298.1740 _ Insulated Fiberglass Door with Wood Framesr9 Scope: Product Evaluation report issued by R W Building Consultants, Inc, & Lyndon F. Schmidt, P.E. (System ID # 1998) for Thera Tru Corporation, based on Rule Chapter No. 61G20.3, Method to of the State of Florida Product Approval, Dept of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have not will acquire financial Interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Umltatlons: 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 fisted 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. Ali other fastener types to be Installed following fastener manufacturers installation Instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but In no Instance shall they be less than shown In drawing FL-15225.5-08. 5. Where shims are used, they must be a 'Mgid / stiff material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5'88 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-15225.5-68 require further engineering analysis by a licensed engineer or registered architect. SupporBng Documents: 1. 'Test Resort No. Teat Standard ETC-011741-10702.0 ASTM E330-02 / TAS 202-94 ETC-01-741-11008.0 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02 / E 1866-02 / E 1996.02 2. Drawing No. Prepared by No. FL-15225.548 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared_Im Anchoring RW Building Consultants, Inc -.(CA #9813) Sheet 1 of 1 Tasting Labtiretonr ETC Laboratories ETC Laboratories Testing Evaluation Lab. Slaned by Wendell W. Haney, P.E. Joseph L Dolden, P.E. Lyndon F. Schmidt, P.E. Started &'Sealed by Lyndon F. Schmidt, P.E. thud•&•Sealed thi. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/6R015 RW B R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O.Oos 230 Valrieo. FL 33S95 Phone a 13.639,9197 . Florida Board of Profeaionat Engineers Cenifiale of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therms Tru Corporation VS Single & Double Opaque or Glared Exterior Swinging I IS Industrial Dr Doors w/ 3 w10 Sidelites Doors Exterior Door Edgerton. OH 43517 Outswing Assemblies Phone 419.298.1740 Direct to Masonry Installation Scope. UrnitaBons: Product Evaluation report Issued by R W Building Consultants. Inc, 6 Lyndon F. Schmidt, P.E. (System ID A 1998) for Therma Tru Corporation, based on Rule Chapter No. 614320-3, Method 1A of the State of Florida Product Approval, Dept. of Business S Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have not will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved In the approval process of the product named herein. 1.'This product arwhottng has been developed In wnptiarioe with Ihe'5th Edition (2014) MOW Building Code.(FBC) sVuchow requirements excluding the I" Vefoclty Hurlcsne-Zone, See the Cedifleagon Agency CeAil[eate;tor•stt es, specifications snd'design pressure ratings: 2. Pfoduet4tnahoes ehati be as fisted end,spaced.as.sho" on detalls.'Anehor embedment to base material shall be beyond wa8.dressing, stucco, foam, brick and other wan coverings. 3. Wood screws shall be installed following installations instructions of ANSI AFBPA NDS 2012. Ali 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 FLA 5225-08M. 5. Where shims are used, they must be a'rigid / still' materiel that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-152254SM shall be determined by others for specific Jobs In accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA5225-68M require further engineering analysis by a licensed engineer or registered architect Supporting Documents: 1: Test Report No. Test Standard TEL 01460145 ASTM E330-02 / E188"2 I E1996-02 ETC 01-741-11006.0 ASTM E330-02 / TAS 201. 202. 203-94 2. Drawing No. Prepared by No. FL-15225.68M RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Teattep Latioi$iir i Testing Evaluation Lab. ETC Laboratories Sinned by Lyndon F. Schmidt, P.E. Joseph L. Dolden, P.E. Lyndon F. Schmidt, P.E. Sighed tSet W'bv Lyndon F.'Schmidt, P.E. tgitltr//j I 0 CX Qj ru F I C N t GNA Lyndon F. Schmtdt, P.E. FL PE No. 43409 ZTM15 Florida Building Code Online g r H age 1 of 4 Business & Professional Regulation ROADepyMtd acts Home I W9 In I user aeDWROon I Hot rope I 9uWdt Surcharge I Stars s Faats ! Puakatlons I Fat sun l acts site Map I Ur" I search I Busines (/_ p ta ApprovalProfessiIlalUSER: PuWkUW Regulation " Prndutr er AoelkaUen Search > Aoonalbri list > Appltmtlon Oetall FL f1 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL5302-R6 Affirmation 2014 Approved Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336) 251-1309 danny.joyner@amarr.com Brandon Gentle brandon.gentie@amarr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentie®amarr.com Danny]oyner Amarr Garage Doors 16S Carriage Court Winston-Salem, NC 27105 djoyner®amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer I : Evaluation Report - Hardcopy Received Thomas L Shelmerdlne PE-0048579 Intertek Testing Services NA Inc. - ETL/WarnoCk Hersey 01/01/2016 Steven M. Urich, PE 0 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_ tl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 1 affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity • Yes No : N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 03/30/2015 03/30/2015 03/31/2015 FL ft Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-L1,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No Fl Saru R6 It IRC-6009-110-11 DrawinD 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: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use In HVHZ. F: S302 R6 AE IRC-6009.110-11 Reoort 7-10 FL.adt Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.2 Stratford (M600); Heritage (M9S0); Dwg. IRC-6009-100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No F: S302 R6 11 IRC-6009-100-1i drawing 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. FLS302 R6 AE IRC-6009-100-11 reoort 7-10 6,ealed.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); Oak Summit (M650) Dwg-. IRC-6009-120-15,Thru 9'.wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 It IRC=6009-120-15 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use In HVHZ. FLS302 R6 AE IRC=6009-120.15 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 door Is a replacement door. 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, Thru 9' wide. IOakSummit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 It IRC-6009430-15 Orawlno 7-10 FL.gd Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use In HVHZ. FL5302 R6 AE IRC-60 9-130-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. 5302.S Stratford (M600); Heritage (MI)SO); Dwg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No E= R6 11 IRC-6009-140-IS Drawtno 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 3 of 4 Other: Design Pressure +31.0/-35.1, Not for use In HVHZ. Qj It6 AE IRC=64Q9-140.15 Reoort7-10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.E Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-150-15,Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302' R6 11 IRC-6009-150-LS Drawlno7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMEROINE 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-6009-150.1S Report 7-10 FL.gff Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.7 Stratford (M600), Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FLS302 R6 11 IRC-b009-169-IS Drawino 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 004SS79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. l-5302 R6 AE IRC-6009-169-15 Repot 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. 5302.8 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 FL$,302 R6 It IRC-6016-100-15 Orawinp 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 Repo 7-10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FLS302 R6 If IRC-6016-110-15 Orawina 7.10 FL.lW Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other: Design Pressure +18.3/-20.8, Not for use In HVHZ. FL5302 R6 AE IRC-6016-110-15 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. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FLS302 R6 II IRC-6016.120.15 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other: Design Pressure +21.8/-24.8, Not for use In HVHZ. FL5302 R6 AE IRC-6016-120-IS Report 7-10 FL..odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6016-130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +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 Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC-601E-130-15 Report 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.floridabuilding.orp-/n.r/P r_ app dti.aspx?param—wGEV XQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 4 of 4 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL5302 R6 It IRC-6016-140-17.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC-6016-140-17 report 7.10 sealed:odf Created by Independent Third Party: Yes 15302.13 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-140-24, 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: +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 'Il IRC-{Q16-140-24,drawing 7-10 sealed.odf, Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE iRC-6016.140-24 report 7-10 sealed. _ f Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (14950); Owg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.9/-37.2 Other: Design Pressure +31.9/-37.2, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FLS302 R6 It IRC-6016.14S-24 drawing 7-10 seated,odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC-6016-145-24 report 7-10 seated.odf Created by Independent Third Party: Yes 15302.15 I Stratford (M600); Heritage (M950); I Dwg. IRC-6018-130-15, 16'2 thru 18' wide. IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.2/-20.6 Other: Design pressure +18.2/-20.6, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FLS302 R6 11 IRC-6018-I10-15 Drawina 7-10 FLRd Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302. 16 Stratford (M600); Heritage (M950); Owg. IRC-6018-120-15, 16'2 thru 18' wide Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.6/-24.5 Other: Design pressure +21.6/-24.5, 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-6018.120-IS Drawina 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Contact Us :: 1940 North Memee Street. TanshacsA Fl. 322% Plane: 8S0.487-1824 The State of Florida Is an ANEEO employer. [oalydaA 2007-2013 State of Florida.:;Privacy Statement :: .. ` :: Refund Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a pudic-moorda request, do not send electronic mall to this entity. Instead, contact the office try phone or by beddloeal mall. It you have arty questions, please contact 8S0.487.139S. •Pursuent to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, Ikensees licensed under Chapter 45S, F.S. must provide the Departrnerd with an email address V 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 If you are a licensee under Chapter ass, F.S., please click b=@. Product Approval Accepts: 0 WLUritVA11' I I11(Y W https:// www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 r MA STWT ATTA00 14 OIL iLV; IIAL• - V/ Q) Vr . 3/1- 101 WAD $CtM$ AT AT 0 vm Vr .' cum 0m D7at vv10 ate, ROUP CAMM= V/m YI•. Vr DOLT t'1AR.rQ.1RAElET 1 " d pp• za 5 EQ TAKE 1 OM PAN D 1A D= T01 STU PLACLAwn 4AD INSIDE EI-EVAnON KLD, D' RM DTRITD AT7A00 Pa WAD WKVS AT m11Q MC an STILE LATMTF v. TTPTtUI- WRAti1R C[ITdt ND1riO J C mrw clRur .7TAOtO V/ 0 VA••• . s. "am suv{..TS-&f , e4 1 WICM TOP CTWT MUM 0 a a Tml rr m 1v ARTAOtD V/ 00 V.• . •'/0 T00 tOcvD VAR) 14- tl/r WYJ[i ATTSv/Qr w• . yr D1i Alm AVID TTTOTScRallTMR m"w N G KT; DOnW DRAL7ZT 1QA D01E119 DTAOTDD O) Carrot acirT 31 am ...rr tCG7ION A-i•f TO 1RE1Tl1vo3OmY1.. ) 1/66. OWDArE Y er, STTkR Suou WADD4CQDOTDUMPD4QET •KTS M 00 6TLC A1T Vd- AMOCO 1OOmpzoomV/ Q) VA• . LI• V/ Q) VI• . 3/14 • 1QWADDONSMICAglmlTOT WAD 301m AT EACH am ST" • rmD71 v AMADT O, Q V/!'-STpI DORaI WMORT eAL ATm11TY 4• VXV V 3/4- IV OiD K 3 WAD satrvD 1) !% U` au . FD/' 2 D s Tf p1 OT C 7 D.{L D:QL • D i onAT"Am 10MUD OO 2 a {[T1OU• mua wr DT01 . eD a COTTER STM RL APOWT S' 4W.• vAOa.l, ' RA4TD 7RAQ.a.{Dr TRACK MOUNnNO DETAIL KI. L 1RAOa DDLITZ 1DS19 • Pen r as (» m OIL . T-SAt• Ow mm 19 " GALY SR6 AAMB MOM ARATBD e/-m W w4n D0.i • .1R A UU RADI. E DI ON D i01 JAIO vicar Sr'ACOb 1RAEK EOIrIGRlAT10M rOR w U7 TO 14• TALL OOOR9 ie Id 4. i11W > K 1/LOtAKq lie e T1ti m® )0 Tle qqK MId a . e M 00 lemid 1O .0.4 P N {f1O IQ DIM M g1sfR4DR 00µOttp a ASTe L GOT e 1p WlYAI T00T .O•Dr 4: 4tAusiirix1etNtD AM N9/0A" 100. TC Omi5S uArs IDIOM ON Aw on"wo wmeM[ tL 4 MPS9 r• rOTAum eD orDi, o l=w UP ASB 7-10 e111 M rATTA14 m (! rVET Or ODOR OTM a M OO nan• Tes ti ' •a • er OS}IA m u 0 " 1r lM Baum "no UMI cmoROOIATARTK D. c1cm snYCTUK 6n016 m s olmo orra tATo Sim T>.j 11t t7s TTl tIN C00eM .m1s a t t » 1 1mDDi{aLoo,maRDa- °° a) p{ Al DtQ J { wpm O OL J•O R A® rartOmO MOO LOAD! MT LOADS ham'• • Q gS' C2tikl:Ei+'° v FL = Dugs 167 graAQ t1yT VDQ70•-SKOI tlG D1O YODEL 050 OA[ SUM= w/DnnSe[e MOM On OMIT= w1varade YDDis• / GQ 1//.rvw.e SDort, LomS, /lids h .0•t &ammit panel'. REJ OMIT W1 ME W4P MM KM B Omma Art allWm/a K-6009-120-15 SIHTIQI G4AZING `OPTI N TON SV iN WIND- NUZ lmjumm WDOR FRAME OPTIONAL DN WSUMINWPROTECTIONtlIMuVPROTECTION HE 11 aTOY fA6 I t SECiION B—B STmR PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING. FASTENER DETAIL- H. KY S. Nr Nml sTmT tNSAta •i 11t TT 00 40 GOUOt gnu OPTIONAL SHORT PANEL GLAZE, SECTION STRUT AND STILE LAYQ(T r te.L STWT MATO AT TK TOF W NAAaD SECT N ATTAGED V/m Vs• x S/A• NEx NEAR SOtM AT END so CDUG a" OPTIONAL LONG PANEL GLAZER SECTION STRUT AND STILE LAYOUT WOOD JAMB ATTACHMENT TO STRUCTURE r LAD w+Fuw -, n.1509534 27 BE a t/r Ewan) HL ameen A'Sm-cm. 24' aG 2 V2. Or1 KLfj SLEEVE AYM x 1• STARTING 6- ENDS 2 Df3 1/4' O Wn frV/RAET RE"" crRu-saT) 31ex •• srART6 f• r>m ENDSTHEN 24• at 2 I/V EKI avr L_Yjy(a vnnr L. oral AnAnrd.m re nv r le rr cr APART) I 7 MTTDN I1V CO STARNT) •"ram a i USC PAOtS OF fASTpERS HI'l V4' AT d' OG I I/2• IT. SCRNrT M0.n Vs• x2-yA• KVIKiDN IT. SCREVS STARTING f' FRDN ,IDS. USE PAIRS OF TASTE ERS (7 APARn AT 21• ac. a VA' CNIEUENn y Y A yFy} Ky rAy GRISITIM„[. f<1OW QOEO Ptt NILTI. ,W AApOt I x 2• A STARrOG.f FRDN THEN IV 04 4 1/1• eNs®ErmcmNUSE rAsrENpes FDR NNdLw a-Tq 1LOLT0 LAGS ANm o.TS CAN K COUNTERSLW TO PROVIDE A FLUSH NOWTOG UNFAFE. PREPARATION OF VOM JAMB IV OTHERS STRlC11RE STRUCTIl2: STRIRILRE fl 11WE b I 2-3i 4• NON t- I/2 NIDN A- MIS. Joe AVAILABLE TRACX COWl"ATIOIS NL . I HDI[ t OE ntfl A A nt= ImWI I DE ADrmTSTRTIWsx= gm I UM01 RR L pTtt11t2uA ' %A'`SHE{VAX SIZ 14 c N ESICH LOAM 422APSF ZLq PSF S•T7: /(/ 2:1 EST LOADS i - '::• ': FL HS CAAGAfi mRI VSC}OhiAtOL AG true YODM fW OAS SDI= v/Dar& We Y0m /600 SflNWm i/Duaws IIOD> 0. 0m,ammm w/owumts:' miarL us&-t4atb:lt',Ost S1mmai PAnd la OWSI cu aE wwla I == No B GEmon AID, eMAt IRE- uv: r"l P 9M161 TABLE 1 TABLE 2 O Y TABLE 3 TABLE 4 =0 190 o.san Nga= OaE aJ me c aata1uraz: i eyn as D eQ 7.7 tK w aomrsueaaorao u E ,``µtt[gltq i s a c,;`6L. SN ty,, rac s .• oEHgF.,9 • tt CNO O i • • tKSCa 1 :4 ttst Laos L a. vsr FL ic 3ii , ns c ana mn vaa ssao ec ot>s MODEL / sso OAK SUMM V/Durawe YOM / 000 9mTPORD R/Dwil4we MODEL / 060 Emma - - -"," sh" L Lms. Flue a O It o st Panel's at mw= •trmamf a.aa /-r •umm vim nr eA 1r b t a n m my sa mute Cu a[ oyWm aiateaett 8 owe wa as em/n IRC-6009-120-6 am3vi DOOR HEIGHT STRUT SPAGNG (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A B C D E F G H T 8' 6' 4 1/2' 181/4' 36 1/4. 54 1/4' 76 1/r T 41n• 18114' 391/4' 801/4• 821n' T 8' 41 151/4' 33 1 4' 51 1/4. 891/4• 881n' 8' 41n' 181/4' 381/4' 541/4' 721/4' 941n' 8' s• a 1/2' 1a ua• 39 va• 60 va• 78 va• 100 yr 9 41/2' 151/4' 331l4' S1 1/4. 691l4' 871/4' 1061/2' g 6• a tn• 18 va• 38 va• 54 va• 72 ua• 90va• 112 yr 10' 4 1/2' 18 1/4' 39 1/4' 60 1/4' 78 1/4' 96 1/4' 118 1/2' 10' 8' 4 112' 181/4' 391/4' 60 1/4, 81 1/4' 1021l4' 124 1/Y 11' 41n' 181/4' 361/4' 541/4. 721/4• 901/4' 1081l4• 1301/Y 11'8' 4 1n• 18 1/4. 39 1/4' 60 1/4' 78 1/4' 96 1/4' 114 1/4' 136"1/2• 12' 41/ r 181/4' 391/4' 601/4' 81 1/4' 102 1/4' 1201/4• 1421n' 12 8' 4 MY 181/4' 381/4. 5a 1/4' 72 1/4• 90 1/4' 1os 1/4' 1261/4. 1ae 1n' 13 4 1 18 1/4. 39 1 4' 60 1 4' 78 1/4' 96 1/4' 114 i/4' 132 1!4' 154 1/r 13'6' 41/r 181/4. 391/4' 6014' 811/4' 1021/4' 1201/4' 1381/4. 1601/7 14' 41/ 181/4' 39 1/4' 601/4' 51.1W1102 1/4' 1231/4' 144 1/4' 1661n' DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C 0 E. F G S 6'6' 10' 3(' 58' 70' T 10' 38' Sr 76' T 6' 4' 28' Sr 76' SY 8' 10' 34• 58' 82• 88• 8' 6' 4' 28' Sr 76' 94' 34' S8' 82' 100' 9' 8• 4' 28• sr 76. 100• 106• 1a 10• 3a• se• ar 11r 10' 6' 4• 28' Sr 76. 118' 11' 10' 34• 58' 82' PO6 124' 11'6' 4• 28' 52' 76' 124' 130'12'10' 34' 58' 82' 130' 136' 1216• 4• 28' S2' 76. 100' 124' 14r 58' 82' 106' 130' 148' Ni 28" Sr 76' 100. 124' 148' 154• 34' Sir 106' 130' 154' 160' DOOR HEIGHT SECTION HEIGHTS l3tm in k3 4 tf5 t7 8. 14'0' 21' 21' 21' 21" 21•• 21' 21' 21' 13'6' 21• 21' 21' 21' 21' 18' 18' 21' 13'0' 21• 21' 21' 18• 18" 18' 18' 21• 12'6' 21• 18' 18' 18' 18' 18' 18' 2/• 12'0• 2t' 21' 21• 21• 21• 18' 21 11' 6' 21• 21' 21• 18' 18' 18' 21• 11' 0• 21' 18' 18' 18' 18' 18', 21• 11ys• 21• zr zt• 2r 2r 2r 10' 0' 21' 21' 21• 18' 18' 21• Mr 96' 21• 18' 18' 18' 18' 21• 9' 0' 18' 18' 18' 18' 18' 18' 8'6• 21• 21• 21' 18' w.w.•• 21• 21'- _ • 18' _ " •• 8' 0• 21' 18• 18' 18' T 6• 18' 18' 18' 18' 7' 0' 21' 21• 2t' 21• 6' 8' 21• 18' 18' 21' Section wdth ft) Panel Type Cater Stile Location Measured from Left Ems) Max Loads Allowed Positive Necytiue PSF) () 8, 0 Short, Oak Stnarrit 48.000 25.5 30.1 8'.0 lorg 48.000 25.5 30.1 8;2 Shod. Oak Stmnit 49.000 25.0 29.5 8 2 Long 49.000 25.0 29.5 8 4 Short, Oak Surtrrdt SA000 24.5 28.9 8'4 Lorg 50.000 24.5 28.9 8'+6 , Short, Oak Sumrtdt 51.000 24.0 28.3 8'6 lutg 51.000 24,0 28.3 S 8 Short. Oak Sumrrrit 52000 23.6 27.8 8 8 Long 52.000 23.6 27.8 8':10 Short, Oak Summit 53.000 23.1 27.3 8''10 Lang 53.000 23.1 27.3 9'; 0 Short, Oak Summit 54.000 22.8 26.9 9':0 Lrxg 54.000 228 26.9 s. 9601-O# uLld ON a L99Z-999 (9££) %ed a 999Z-999 (9£S) a OLhLZ eu!lae0 WON 'aogsueejQ : enueny AlpuetJA lseM J-lZ69 6LSSb00# 3d ePPOH 105901# 3d 3d autpJaug2gS •-I setuogL ZI176Z# tu.tt3'•oul `eullO n3 yitoN3o suopn[OS lemtotutS eqp :epuold) -Pd 'SAIOIL!)70S 7vwljgflm.LS Ajy PautatgnS 1,0-00£ [3 WISV siaatu - ssei8 pa[eauue „Z£/£) uotloas I ut palle sut aq Aem snnopatnn laued Suol Z to [aced Potts p - upis atp ut saiaued iaatussoquta aletuallp am gotgm `slaued IpmumS 3IeO Pus `qm[3 `Suo'I `UogS - O-,bl g8nonp „g-,g;o slq$taq glt^t sloop OS6 Pus 059 `009 WON ante+ ,6 01.8 - tuailed ivatassogma „ittutunS )e0., agi aneg gotgm) sloop 059 iaPoW d. x ,6 - Iaats a8ne8 SZ;o nag tR foals a8ne8 bZ ia)(otgi;o paiongsaoo ate gotgm) MOOP OS6 [OPOW ,L x ,6 SI-OZi-6009-DII[ 8u!MwP ql!m aoaept000e to paioMsuoo uagA% `eualuo Stnisai anoge oql paaoxo to laatu osle sloop StmvLO1IO; aqi `009 [aPOW „O-,Lx„0-,6 atp;o uotlotuisuoo atp of aosuedtuoo dg anoge paquos*p se euaiuo guTisat atp sp=xa to slaatu Sl-OZI-6009-0 g lutmejp uo paq!jmp se 009 t*Popq „O-,Lx„ O-,6 y e-aruanS sisal antleSau pue anntsod gioq gage algp ado pactetual loop aqi s8utpeol Palo* agl;o iinsaa a se patm000 samlte; old suoil sgo amssaid antle8aa to; anoge S g8noup I leadmd :9 d;nS spaooas 0I lo; Ploq Pus (amssaid isajL atp 3o %00 [ sienbo gotgm) atnssatd aStsaQ aqi jo %OS I of poop aqi peoZ :S dais salntttm S of [ lo; loop attipeown :1, dais •spuooas 09 to; Ploq Pus amssaid uBtsaQ agl;o %O0I of loop aqi peo7 :£ daiS salnuttu S of [ lo; loop alp peoian :Z daiS •spaooas 01 to; ploq pus amssoid u8tsaQ otp;o %05 of loop atp peolald :1 daiS patldde seen amssaid *At e8au ump pug `jug loop atp o aoe; touaixa atp uo patldde seen amssaid anntsod •saonemp But tto[lo; oql to; samssatd anoge atp of paloofgns seen uaattoads aU 335pa3ord lsay oinsoloua alp ut samssaid atp pjooaj pus amseam of pasn woo mndt000 a of paioauum slaonpsueA amssaid -samssaid ange8au pue anntsod agl aptnwd of 8utlonp atgtxag qit^" amsoloaa otp of pagoeue seep jaeno[g amssaid auo -amssaid its jo a8e4921 tuaeaid of Supoags onseld l!tU Z tpten Paranoo sem loop age pooev(Id xotgi „y/£ tptnn patanoa pus Butgtu alenbs laals leituongs poplam doqs tpyA pamij seen amsoloua aq•I• 8uOI SZ Pug `tl8tq ,6 `daap ,S,clamumoidde luunseam amsoloua ue ut pallsisut sem umnoads *U •polsal atom samsswd aetie8au pan antltsod grog „aoaala t(1 amssatd sty otImS uuo;tun,(q sioo(I pup `slleM utel`m:)'smoputM tottalx3;o ooaeauoitad einionl1S lo; PoglaW 1sa.L pJepuinS„ Of£3 wLSV pua `„o3aaijjt ainssaid n`v' oj1e1S uuo;tafi iapun aoueauoJJad ie o^UIS;O uopetma ma - s1oo(j a8ele f) IpaonoaS SunsojL so; potp*W pmpuelS„ 80[ VKSv(j ut paquosap sampaooid alp ippa ooueuuo um Tut lLm§gns m aoumulojiad ptmiotuis amssald opens so; palsai seen munoods aU • I O•S6SZ# aieogtua:) `uotteltpOjoo V AI(nIuogej to; uonetoossy ueouamy alp Aq paupaiooe st goRm `_jM tuajeS-uolsu!M ut stooQ *2P-mEE) mmW is palonpuoo sttm lsai stgs u[ saj, jo aauUBW Si- OZI-6009-Q II SuunelQ uo paquosap ja" st ittm lsai aU - 1sol otp to pasn sent stooQ a8elso mvuty ,(q pwmoe;nuum 009 IopoW loop o tue f) •8ut atop otti uo uMogs se albs toualtn auo ie a8atg taivao lam paztaee[e8 a8ne8 y I auo pas *iris puo goea le aStrtq pua foals paztuen[eB a8ne8 ti l auo tptnt tagl28ol paloauaoo ataen saonoas loop au •ltws„£ aao Pm .,Z auo peg uotloas mouoq atp `•1n4s .,£ auo peq goea suonoas aletpatuJalut alp `jugs„Z auo pgq uotloas dol aqi :s1nAs [gals portaeele8 a8ne8 oZ dire+ powo tnw see+ uotloas goea •iaags [axis paztaen[e8 a8ne8 SZ g8tq „IZ Xq 3otgi ,. 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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 POC Approval is l Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540) 484.6271 p ablomberg@plygemtvindotvs.com Adam Blomberg ablomberg@plygemviindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management institute Standard AAI-WWOMA/CSA 101/I.S.2/A440 AAMA/WOMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 10/27/2016 02/13/2017 Year 2005 2008 2011 http:H%vxvw.floridabuilding.org/pr/pr_app_dtl.aspx?paraIn=wGCVXQ%vtllgvyAngAXh I Oy1-... 6/ 1 /20l 7 Florida Building Code Online Page 2 of 2 Dale Approved 02/14/2017 Summary of Products FL # Model, Number or Name Description 16100.1 Ply Gem 1SOO Integral Mull (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for.use In HVHZ: No FL16100 RS C CAC N1011395.02-R3.Ddf Approved for use outside HVH2: Yes FL16100 RS C CAC NI011395.03-R3.odf Impact Resistant: No FL16100 RS C CAC NIOI1395.OS-R3.odf Design Pressure: N/A FL16100 R5 C CAC N101139S-R3.odf Other: Refer to Installation detail for sizes, configurations FL16100 RS C CAC N1011884.01-RS.odf and ratings. FL16100 RS C CAC N1012583•R2.odf FL16100 RS C CAC N1013370,Q7,M FL16100 R5 C CAC N1013370.08.Ddf FL16100 RS C CAC N1013370;Q9-,pdf Quality Assurance Contract Expiration Date 06/30/2020 Installation Instructions FL16100 R5 11 PGW191 SS 2017-02-1l.odf Verified By: Hermes F. Norereo 73778 Created by Independent Third Party: Yes Evaluation Reports FL16100 R5 AE PER4500 SS 2017-02.11.Ddf Created by independent Third Party: Yes 16100.2 Ply Gem 1500 Integral Mull (As Tested) Limits of Use Certification Agency Certificate Approved for use In HVHt: No FLI6100 RS C_ CAC NI011395.02-R3.odf Approved for use outside HVH2: Yes FL16100 RS C CAC N101139S.03-R3.odf Impact Resistant: No FL16100 R5 C CAC NI011395.OS-R3.odf Design Pressure: N/A FL16100 R5 C CAC NIOI139S-R3.odf Other: Refer to Installation detail for sizes, configurations FL16100 RS C CAC N1011884.01-RS.odf and ratings. FL16J00 RS C CAC N1012S83-R2.Ddf FL16100 RS C CAC N1013370.07.odf FL16100 RS C CAC N1013370.08.gdf EL16100 RS C CAC N1013370.09.odf Quality Assurance Contract Expiration Date 06/30/2020 Installation Instructions FL16100 RS 11 PGWI92 AT 2017.02-1l.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16100 RS AE PER4S01 SS 2017-02-1 l.Ddf Created by Independent Third Party: Yes acR next Contact tIs :: 2601 Blab stone Read. Tallahassee Ft. 32399 Phone: eS0.487.1e24 The State of Florida Is an AA/EEO entilCyer. CodvMht 2007-20111 Stale of Horsla_ :: Prtvary 5ta ten M :: Accessibilay Statement :: ReluM Statement Under Florida law, entail addresses ate public smtds. 1(you do not want your e•tnait address re:eased In tesponm to a public-tecords request, do not send Cectronk mail to this entity. Instead, contact the office by phone or by tradnlonal null. It you have any quesWas, pease contact 850.487.139S P. 'Pursuant to Section 45S.275(1), Florida Statutes, efrecttve October 1, 2012, licensees U41%1ed under Chapter 45S, F.S. nwst provide the Oepanment with an em40 address If they have one. The entails provided may be used for ofrtc:al communication eith the Ixensee. ho.%ever entail addresses are public tecord. Is you do not wssh to supply a personal address, Iowa provide the Depattment with an enta0 address which can be node avayable to the public. To determine It you are a licensee under Chapter 4SS, F.S., pease clkk Wit.. Product Approval Acceptst M f90-1iC1rJ 0 Credit Card Sale http:// xvw%v.flori(labtiildiiig.org/pr/pr app dtl.aspx?param=wGEVXQ%vtDgx,),f4nkAXhlOyr... 6/1/2017 NSTALLA :TON NOTES: 2. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED is THE MINIMUM NUMBER OF AN04ORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXI.Y.UM SUE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11P INCH (I.E., WITHOUT CONSIDERATION Of TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NOR. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WII1 LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SH:M STACK TO BE _/A INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS SHIMS) SHALL ILE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. TOR INSTALLATION INTO WOOD FRAMING USE o6 WOOD SCREWS OF SUFFICIENT LENSTII TO ACHIEVE : 1/2 U:Ch. MIULYIUM EMBEDMENT INTO WDOD SU3STRATE. PLY GENT WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW NON-IMPAC7) AS TESTED GENERAL NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (;EC). EXCLUDING W.W AND HAS BEEN EVALUATED ACCORDING TO THE FCLLOWING: AAMA/WDMFJCSA I0IA.S.2/AAAC14)S/Oy11 2. ADEQUACY OF THE EXISTING STRUCTURAL CO%CRETE/AMSONRY AND 2X FRAMING AS A MAW WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRA.WMAING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUC( DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC ANO 6. MINIMUM EMBEDMENT AND EDGE DISTANCE OCCLUDE WALL FINISHES, MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF INCLWING OUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUUMTS FOR USE CORROSION RESISTANT MATERIAL OR •IAVE A CORROSION RESISTANT WITH THIS DOCUMENT IN NON•NVIQ AREAS. COATING. B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FDA PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD • MINIMUM SPEWIC GRAVITY OF CIS3. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT ROISTANCL 6. WINDOW FRAME MATERIAL PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 130DC4 GLASS CHARTS. SEE SHEET 2 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEc-rbESOdPTION 1 B INSTALLATION 6 GENERAL NOTES 2 B ELEVATIONS 6 GLA=,* DETAILS 3 B ANCHOR 5424MLE 4 B VEaT.M SECTIONS S B HORIZONTAL SECTIONS OVERALL S=F CONFIGURATION MAX DESIGN PRESSME ALI5111E IMPACT RATINGWIDTHHEIGHT 71• V2• MI/2' Do(K x0 ar )OC 35/• 35 PSF SOA 50 PSF XX 50%SOPSF BO.1/r n•15/16• Ox w XO Z/- 35 PSF 0( 40/• 40 PSF 84.1/4• 77.1/r Ox x XO 45/- 45 PSF 107.1/r 7Y1/r WIT 30/•30 PSF 107.54• 73.7/26- OC( or LOCO or Oxx or OOX a XOO or OX0 or 35/• 35 PSF XOx SD/•50 PSF NON•IAVwH- XXX or )000 or 107.7n6• 73.7/16• OxX Ar COX a XOO or OXO or 23/• 40 PSF xox CDC or XXO or 107.7/16• 77.3/I6' OXX or OCX or XOO er CXo 4r 231- 35 0V xox OO( or XXO or 109.1/16- 74.1/I6• CXX or COX 4r 25• 35 PSF XOO 4r OXO a xox xxx 40/-40 PSF XxO 4r OXX or121.1/16• 77-MV OOX or XOO or OXO er XOX 45/- 45 PSF NOTE: SEE SHEET 2 FOR ALL QUALIFIED CONFI6URA=NS PLY GEM I.Icc• 413 N. AV VJ ST. PO Sox S•A. 00y -MW. VA'-151 f1c 346.H44;3--4 ft. 510.16JN61 1 r G v / IJJ y 0 g O H z z Lo H a w fp W ° c O O p N tiJ W N 'r O V Owe, M P&W192 SHEET: 1 OF 5 VNITMAX• UNIT MAX PLY GEMWIDTH12116WIDTHBAI' 7 ' 4•i D.LO MAX SASH MAX DLO MAX SASH MAX WIDTH 353' WIDTH 371' WIDTH 373' WIDTH 34 W H MIa1 T_ q eox 5», B B C r 2 a 1 1 4 I / C 1 _ m; SASH DLO. MAX 6 IsIs Z HS D. LO. MAX 6 H C j 6HTrHE' iGHT S •O' S 'O c v> o^ S+ i 33 E F So• E I 6 F UNIT MAX S 5 3-'6 S 3 S w HEIGHT FIXED UNIT 1 0 °' 3 W u D. LO. MAX WJ m n nHEIGHT1774' SASH MAX• SASH MAX T 4 u N ° J < HEIGHT HE6HT .x, x, F' o m .0 c 0W ^ 3715 378 o Q 0 0 TYPICAL ELEVATION NOTE: TYPICAL ELEVATION Z TRIPLE LIMIT SEE SHEET3 FOR ANCHOR LAYOUTS 6 UNIT W h SCHEDULE OF ALL QUALIFIED UNIT SIZE Z 8 AND DESI644 PRESSURE COMBINATIONS. F v H W m cLLW ° o z oc N W 7/ 8' O.A. 7/8' O.A. a Yf ndSULATED INSULATED ANNEALED ANNEALED z tD EXTERIOR GLASS UNIT EXTERIOR GLASS UNIT ti 1 1 e I/ 2' MIN. TyP, 1/2• MIN. TYP. E GLASS BITE / INTERIOR GLASS BITE i INTERSOR 7 DOW 99S COMPRESSION SILICONE GLAZING DETAIL 1 GLAZING, TAPE GLAZING DETAIL 2 FOR USE IN ANY LTTE FOR USE IN SD46U HUNG N j FIXED OR SASH) FIXED LITES O3_LY p^ y"+ =S uZ V IV) D V6 x: PGW192 SHEET: 2 OF SERIES 1SOOiNTEGRALMULED WINDOW UNIT TYPE QUALIFIED CONFI6URAT: ONS TWIN ul,llrs xo ox TRIPLE UNITS Xbf XXO Oxx OOX xoo oxo xox 4. FROM L-8.O.C.. INSTALLATION "' FROM , ANCHOR, TYP. 54 CORNER. TYP. r 6-' ' I pMrbSPAN 54' FROM 0' •p CORNER. TYP. T- 4 4 INSTALLATION X. ( MIDSPAN, x" C ANCHOR TYP. BTYP TYP. FROM CORNER, TYT. IFFF ^^^--- 6' FROM 111 118' O.C.. F^ CORNER. TYP. m. INSTALLATION TYPICAL ELEVATION TYPICAL ELEVATION ANCHOR AT CUP. TYP. FIN INSTALLATION FRAME INSTALLATION 12'-I/16' x 77-1/16' UNIT 84-V4' x 77-1/8' UN:T SERIES I500INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE I VN1T TYPE INSTALLATION TYPE 6 ANCHOR SPACING WIDTH I HEIGHT FIN FRAME ICL]P HEAD JJAMR I SILL HEAD JAMB SILL HEAD I JAMB SILL 711/2- 173 1/T TWIN I 9.00' 8.D0' 8.00' MIDSPAN MIDSPAN 18.00' 8.00• 16.00' 18.00' 80 1/2' In isne 8.00' 8.00' 8.00• MIDSPAN MIDSPAN 18.W B.DV 16.00' 1&00- 94 1/41 1 771/8' ew 8.00' B.DO' MIDSPAN AUDSPAN 1&00' 8.00' 16.00• 18.00' 1071/2' 73 1/Y 8.00" 8.00' 8.00' MIDSPAN J%lZWAN 1&00' 18.00' 16.00- 18.00" 107 5/8' 73 7/!6' 8.(>D' 18.00• oo' MIDSPAN M DSPAN 1800' B.oO 16.00• 18.00' 1077/:b' 737/:6- 8.00' 18.00' 8.00' MIDSPAN M:DSPAN 18.00' 18.00' 16. tls.ocrTRIPLE1077/16' 77 3/:6' 8.0018.00' 8.00' MIDVAN MZSPAN 18.0D' 18.00' 16.! 091/16' 741/16' 8.00- 8.0V W MIDSPAN M:DSPAN 18.00' 16.00• 16. 12: 1/:6' 77 t/16' 8.00' 8.00' 8.0D• MIDSPAN M:DSPA.V 18.00- 18.00- 16. 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAX:MUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QVALIFIED FOR SMALLER UNITS OR UNITS REQV.TRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION. ANCHOR CLIPS ARE REQVIRED AT THE SI: SPACED AS SHOWN IN CHART. 3. ANCHOR METHODS MAY BE INTERMOCED AS LONG AS ANCHOR SPACING. TYPE. ETC, ADHERES TO REQ'1IlEMENTS LAID OVT IN THIS DOCUMENT (LE. FRAME INSTALL AT HEAD E JAMBS. FLN INSTALL AT SnL) 6'FROM u iB•OCyI CORNER. TYP. TYP ., r TYPICAL ELEVATION CUP INSTALLATION 84-1/4' x 77.1/8• UNIT 6' mom CORNER. TYP 37 INSTALLATION ANCHCR AT CLIP. TYP. y PLY GEM AN K AIAIIV ST, M 30x U7. OC& MOUNT. VA .415t a 340 A*.r3.3 Fx. 54o.4s .GW CZ5 o ^ Q Nm^ = Wx Lu G 1 L W Z . W u; Lu aQ _ w Q x1 OA c i 4 m2 w" o^ C>^ x Nz p v PGW192 SHEET: 3 OF 5 CONCCETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A 2X ' WOOD BUCK aY OTHERS 2X WOOD BUCK BY OTHERS ; EXTERIOR FINIISH BY OTHERS I Sr ICONE SEALANT BY OTHERS O of / 1 T/2' mm EMBEDMENT as WOOD SCREW INSTALLATION ANCHORF 3/4' MIN. EDGE DISTANCE 1/4' MAX SHIM SPACE UNIT I HEIGHT 1 SEE GLAZING DETAILS SHEET 2 \ EXTERIOR INTERIOR / \ T I I VERTICAL SECTION VERTICAL SECTION 4 HEAD-2XWOODBUtX \ 4,1 HEAD-2X WOOD BUCKBRICKMOURDFLAME - FIXIN— I BEVELED FRAME - FRAME INSTALATIO V SEE GLAZING / DETAILS SHEET 21 SEE GLAZLVG\ , DETAILS SHEET 2 1 i SEE GLAZINGINTERIOR VERTICALSECTIONI ,-DETAnsSHEET2 1 \ 4. MEETIXG RAIL EXTERIOR j \ INTERIOR TYPICAL OA 1 ! UNIT HEIGHT , I i L/ 4'MAX MAXMAX$ HI SPACE v6' — — s1,vA SPACE SHIA SPACE r EDGE DISTANCE SILICONE SEALANT SILICONE SEALANT By OTHERS ; BY OTHERS EXTERIOR FINISH 11/2• Am av OTHERS EMBEDMENT EXTEaIo FINISH 2X WOOD BUCK BY OTHERS BY OTHERS 2X WOOD BUCK , BY OTHERS CAVLK BETWEEN a• • CAULK BETWEEN ems. • ' WCAETtJ MASONRY 6 2X °• • ,• n8 W000 SCREW CONCRETE/ MASONRY A 2X 1 1/2 MIN; OODBUCKByOTHERS / INSTALLATION ANCHOR WOOD BUCK BY OTHERS • • EAABECAAENT CONCRETE/ MASONRY J EDGE DISTANCE CONC2ETE/ MASONRY 08 WOOD SCREW BY OTHERS VERTICAL SECTION SECTION BY OTHERS INSTAIJ.AT:ON ANCHOR 4 VERTICAL SIU- 2XWOODBUCK 4 SILL-2X WOOD BUCK BRItI(MOULD FRAME -CUP INSTALLATION BEVELED FRAME - FIX INSTALLATION CONCRETE/ MASONRY BY OTHERS 3/ 4• MIN, CAULK BETWEEN EDGE DISTANCE 7s8 WOOD SCREW CONCRETE/ MASONRY A 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS 2X WOOD BUCK n 1 1/2• MIN BY OTHERS EMBEDMENT EXTERIOR FI MSH BY OTHERS SILICONE SEALANT BY OTHERS t t I 1/4' MAX, SHIM SPACE GLAZING/ AILS SHEET 2 O.L 1 UNIT ! HEIGHT 1 SEE 61.1ZIJ6 DETAILS SHEET 2 EXTERIOR INTERIOR EXTERIOR / \ O. A. / \ UNIT ! I HEIGHT 1 ! Ply, G 4y m MAN -1 t. b wx rJ, bom L owt VA V CI N: e. 0-4M nE 5.0.N4440 zo z N n Y Lime S QQZ111 m N7 t C w2 V J c< m< C G Z < mw' a4. Q V+ X E z SSNZcDWG X: 192 OF 5 1 1/2' MIN. 08 WOOD SCREW BEOMENT INSTALLATION ANCHOR 1/4' MAX SHIM SPACE INTERIOR 3/4' MIN. EDSE DISTANCE. •' 1 SEE GLAZING DETAILS SHEET 2 CONCRE TE/ MASONRY b aY OTHERS CAULK BETWEEN . CONCRETE/ MASONRY G 2X WOOD BUCK BY OTHERS 2X WOOD BUCK ' BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR O.A. SILICONE SEALANT UNIT BY OTHERS WIDTH E HORIZONTAL SECTION J JAMB -2XWOOD BUCK BRICKMOULD FRAME - FRAME INSTALLATION I L12• MIR as WOOD SCREW EMBEDMENT INSTALLATION ANCHOR 1/4' MAX I-' SHIM SPACE i 3/4- MIN. I INTERIOREDGEDISTANCE ' SEEGLAED46 CONCRETE/ MASONRY F" DETAILS SHEET 2 BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A 2X N WOOD BUCK BY OTHERS 2X WOOD BUCK a.( SEE GLA224 BY OTHERS° DETAILS SHEET EXTERIOR FINISH o BY OTHERS EXTERIOR SILICONE SEALANT O.A. BY OTHERS UNIT WIDTH HORIZONTAL SECTION 5 IAMB - ZX WOOD BUCK BEVELED FRAME - CUP INSTALLATION 3/4' EDGE DISTANCE INTERIOR 1 I SEE GLAZING DETAILS SHEET2 8 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS t CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS I I/2' yIN. EMBEDMENT 2X WOOD BUCK 8Y OTHERS EXTERIOR FNISH BY OTHERS EXTERIOR SDSCONE SEALANT O.A. BY OTHERS UNIT WIDTH HORIZONTAL SECTION J 3AMS-UWOOD BUCK BRICKMOULD FRAME - FIN INSTALLATION INTERIOR EXTERIOR HORIZONTAL SECTION Tj INTEGRAL MULLION TYPICAL M-4 SHEET 2 PLY GEM 33 K &-jw VT-.o LOx S". fV A0LWT, YA ,4I31 pC i-Y 434 ft.:4G+MdG3 Z c KZ t g}r Z'§ A W A m n W= V Lu N p W m L z p p cci Y.I a p n p1f1 C: 1Ih mz o Tz ui q V " DWG tt: PGW192 SHEET. 5 OF 5 Florida Building Code Online 511 Page] of 3 r-:•c:::: E..: i>fi'v.. , c• 4.i:Nf i:n: i- ^'.. f .... a•:':Y "ca`4• c <t :'i'-E I T-.T .: irC y'}j`:•..`,.{..i'',r:':ri -n'::-''.:_i a;~_..'.,"''?rx •r,/.-, ,-•• •'a:.:y'V (f !s. F; F 1j yy;? (( j/ {{{{ / ( tY_rr( {. • t.4.111.:..);1•111L c•r. •c t.rls ll••{.•,(1)r •!.!()11 1. 1 '•.']s.'.i:1tf:t. •`z , I s-,::;,:1; •.i<<ti.,a'• rf'aa•',::.I -. -..' <•.. u : -:.. _ .. i.• : 1'LCL/=;. :_. _::.T':• t '= "'++s ` W7$ h-..a, a<MtC? 3'tY T ./*^ 'q•FT eel a ll:!rA-1_L• '11fa•_.L::ilxt.' ;I eels MIA6 ! log in ! Usti ReguuaWn : Hot Topks I subm;t Surcharge I stats a Fact ! Fubrcatans I FeC Statt ! SCls Site nap ! 11AU I search I 11 f cxld3 ' 1' Product Approval PUSER: Publk Usti Fradurt AeereYal I tent > ProdUd or Aopl<atton Sea it > [-oollcaWn Lis l > Appllcallon eel all rf-,. 1:r FL # FL16103•R8 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 I. I Product Manufacturer Ply Gem Windows Address/ Phone/Email 433 N. I•laln St. Rocky Mount, VA 241S1 540) 484.6271 tr: ablomberg@plygem%- ilndows.com Authorized Signature Adam Blomberg ablomberg@plygemtvindows. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/ WDNA/CSA 101/I.S.2/A440 2005 AAMA/ WDMA/CSA 101/I.S.2/A440 2008 AAI• tA/WDt•IA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/27/2016 lhttp:// w\\r\v.floridabuilding.org/pi•/pr_app_dtl.aspx?param=xvGEVXQ\vtDgvyf4ngAXh 1000... 6/l/2017 Florida Building Code Online Page 2 of 3 Date Validated 10/31/2016 Date Pending FOC Approval Date Approved 11/05/2016 Summary of Products FL # Model, Number or Name Description 16103.1 Ply Gem 1500 Single Itung, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use In HVH2: No FL16103 'R8 C GAG NI011350.01-R3.odf Approved for use outside HVH2: Yes 171-16103 R8 C CAC N1011350.02-R3.od/ Impact Resistant: No FL16103 R8 C CAC NiOt1350.04-R3.odf Design Pressure: N/A FL16103 R8 C CAC Ni011350.05•R4.odf Other: Refer to Installation detail for sizes, configurations FL16103 R8 C CAC NI01 t350.06-R3.odf and ratings. FL16103 R8 C CAC NI01t3S0.07-R3.odf FL16103 R8 C CAC NI0113S0.08-RS.odf FLt6103 R8 C CAC NI0113S0.11-R4.2df L16103 R8 C CAC NI0113SO.16-R3.odf FL16103 R8 C CAC N1011350.20•R3.odf FL16103 R8 C CAC Ni011350.21-113.odf FL16103 R8 C CAC NI0I13S0.22-R4.odf FL16103 R8 C CAC N1011350.25-R3.odf FL16103 RS C CAC N1013370.02.odf FL16103 R8 C CAC N1013370.03.odf FL16103 RS C CAC Ni013370.04.odf FL16103 R8 C CAC NI013370.0S.odf FL16103 R8 C CAC NIO13370.06.odf Quality Assurance Contract Expiration Onto 04/30/2020 Installation Instructions FL16103 R8 II PGWl81 SS 2016-10.20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports fL16103 R8 AE PER4494 SS 2016-10-20.odf Created by independent Third Party: Yes 16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use In HVH2: No FL16103 R8 C CAC N1011350.01-R3.odf Approved for use outside HVH2: Yes FL16103 R8 C CAC NIOI1350.02-R3.odf Impact Resistant: No FL16103 R8 C CAC NI01,1350.04-113.odf Design Pressure: N/A FL16103 R8 C CAC NIOI13SO.05-R4.odf Other: Refer to Installation detail for sizes, configurations PL16103 R8 C CAC N10113S0.06-R3.odf and ratings. FL16103 R8 C CAC N1011350.07-113.odf FL16103 R8 C CAC N1011350.08-RS.odf FL16103 R8 C CAC N1011350.11-R4.odf FL16103 R8 C CAC NI011350.16-R3.0df FL16103 R8 C CAC N1011350.20-R3.pdf FLW03 R8 C CAC Ni011350.21-R3.odf F1.161.03 R8 C CAC N1011350.22-R4.pd FL16t03 R8 C CAC NIOI1350.25-R3.odf FL16103 R8 C CAC NI013370.02.ndf FL16103 R8 C CAC N1013370.03.2rtf FL16103 R8 C CAC N1013370.04.odf FL16103 R8 C CAC Ni013370.0S.nd( FL16103 R8 C CAC N1013370.06.odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103 R8 It PGW 182 AT 2016-10.20.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16103.3 Ply Gem 1500 Single Hung, impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use In HVH2: No FLOM R8 C CAC Ni0113SO.12-R2.odf Approved for use outside HVH2: Yes FL16103 RS C CAC N1011350.14-R2.p4( Impact Resistant: Yes FL16103 R8 C CAC N1011350.24-R2.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to Installation detail for sizes, configurations 11/30/2022 and ratings. Installation Instructions FL16103 R8 11 PGW183 SS 2016-10-20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16103 RS AE PER449S SS 2016-10.20.odf Created by independent'Ihird Party: Yes littp:H%v\N,Nv.floi-idabiti Iding.org/pr/pr_app_dl i.aspx?param=wGEVXQwtDgvyf4ngAXh 1000... 6/1 /2017 Florida Building Code Online Page 3 of 3 16103.4 l Ply Gem 1500 Limits of Use Approved for use in IIVHZ: No Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to Installation detail for sizes, configurations and ratings. Impact (As Tested) Certilicatlon Agency Certificate PL16t03 R8 s CAC N1011350.12-R2.odf FL16103 R8 C CAC N1011350.14-R2.odf FL16103 R8 C CAC N1011350.24-R2.pd Quality Assurance Contract Expiration Date 11/30/2022 Installation Instructions FL16103 R8 II PGw184 AT 2016.10-20.odf Verified By: National Accreditation & Management Institute Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Back Neal Contort us :: 20JJHaltfitone Road_ TaPahassee FL 32199 Phone: E50.417d82a The Slate of F4rf4a is an AA CC-0 employer. Cpevrieht 2007.2013 State of Florida.:: Macy Statement :: hrressiRNAv Statement :: Refund Statement Under Florida law, ortlail addresses are public records. If you do not want your a -mall address re:eased In response to a public -records request, do riot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If sou have any 4ueslions, p:ease contact $50.487.1395 T. *Pursuant to Section 455.27S(t), Florida statutes, effective October 1, 2012, licensees ecensed under Chapter 45S, F.S. must pto.de the Department with an email address It they have one. The emalis provided may be used for ofWal communication who the Icemee. Honever email addresses are public record. If You do not wash to supply a personal address, pease provide the Department with an email address which can be made available to the publtc. To delormrne If you are a licensee under Chapter 4S5, F.s., please dkk IIML• Product Approval Accepts: U2 NEWS-) 0 Credit Card Sale littp:/hv%v-%v.Floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQ%vtDgvyf4nRAXh1000... 6/1/2017 INSTALLATION NOTES: I. ONE 1:) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION Show". 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3.:,VSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 1/2 INCH Q.E.. WITHOUT CONSIDERATION OF TOLERANCES), TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE HDIT. 4. SHIM AS REQU:AED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SWIRLS) MAXIMUM ALLOWABLE SHIM STACXTO 61114 INCH. SWIM WHERE SPACE OF V26 INCH OR GREATER OCCURS. SHIM($) SHALL BE CONSTRUCTED OF HIGh DENSITY MASTIC CR BETTER S. FOR UWALIATION INTO WOOD FRAMING USE FA WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1Ir. INCH MINIM UM EMBEDMENT INTO WOOD SUBSTRATE 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM. DAU VENEER. AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST Of MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER*$ INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERON ARE USED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD • MINIMUM SPECIFIC GRAVITY Of OSS. PLY GEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW NON - IMPACT) AS TESTED 6ENE' 4AL NOTES: 1 THE PRODUCT SHOWN HEREIN IS DESIGNEDAND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBCL MU014G HVNZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/ WOMA/CSA1O1/144A440-0S/OB/Il 2. ADEQUACY OF THE EXISTING STRUCTURAL CouOLETUmASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESMIMBILLTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE 401ECT OF INSTALLATION. 3. IX AND IX BUCKS (WHEN USED) SMALL BE DESIGNED AND AtICMORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RES ONSIBNUT/ OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCII:BEO HERON ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO OEV 4TE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITh THIS DOCUMENT IN NON44V(Z AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC 7. GLASS MEETS THE REQUIREMENTS Of ASTM E 130OtA GLASS CHARTS. SEE •SHEET 6 FOR GLAZING DETAILS. TAYIF OF CONTENTS SHEET REV14GN SHET:T DES&MMON1 1 B INSTALLATION 6 GENERAL NOTES 2 A S.EVAr-ONS6 A1404OR LAYOUTS 3 A ANCHOR SCHEDLU 4 A VERTICAL SECTIONS S A NOR12ON1TAL SE:TIONS 6 1 A 6LA22W; DETA.V-S OVERALL 512E MAX DESIGN PRESSURE 6Lt2QY TYPE MISSA, E IMPACT RAM* WIDTHHEIW4T15- MAV 34• 5a•5005F TYPE 61 NOTE- EMPACT 40- I 7r 50/- 50 PSF 48• 72- 50/-SOPSF 52- vr 6r 5O/•50PSF 53' 77• 50/-50 PSF 44' I 77-LIV CAD/- 40 PSF 5r 77-W 4O -4O 15E 43- 1/16' 95-15/16• 30/-35PSF 40• 1/16' 95-LS/t6' 1 •25/- 30 SF 35- 0/16• 73t5n6• 35/-35 SF 35- 15/160 7315n6• 50/• 50 P$F 444/ 16• 77.1/8• 40/• 40 PSF TYPE 62 36-1/16' 74-L16• 50/- 50 SF 35. 7/le 73-1/r 35/• 351SF IS• 1S/!6' 6113/:6' 3S/-3SPSF T 63 I5. 1/r 73•L2• aa• >C rSF 40- 1/16' 7r 25/• 35 PSF 43- ISn6• 77.1/r 25/•25 PSF PLY EMI U) Ii AAw ST- ro Fox ea. ROCKV00AIr. VA :4151 o m o L v1w w Leo 2 y m W G W N s pe 8s c c 7 a z; + T. xs z 20 v V6 Ji: P& W182 IEEr.. 1 of 6 UNIT MAX WIDTH 49k UNIT MAX DLO MAX WIDTH 53' WIDTH 44- DLO MAX a < WIDTH 48k it j 1 DLO. MAX G HEIGHT F • n D. L O. MAX / .S07. y HEIGHT •0 4 1 E F UNIT MAX UN. TT Aux 35Y D 3 HEIGHT ' 4 HEIGHT 95 6' 77j- 1 SASH MAX HEIGHT SASH MAX X' HEIGHT 'X- 3_ * 4aIA D MAXq SASHMAX. XOTE:MwXIN. UM ORIEL VNIT FDtED I SA45,• WIDTH- DLO. HEIGHT :S LIMITED TO 111 1Y1D 4 TYPICAL ELEVATION 50-7/r. TYPICAL ELEVATION 53• x 77-1/8' VNIT 53' x 77-1/8• VNIT 4• FROM CORNER. TyP, 71) 0 72 O'O' 4' FROM TM'' r CORNER. Typ. ml n L T 72' O.C. 4 Typ. X- INSTALLATION ANCHOR. TYI. ANCHOR LAYOUT FIN INSTALLATION 53' x 77-I/8• VNIT 5, A- FROM r GARNER. Typ. ANCHOR MIDSAAN. L 54- FROM r CORNER. TY? 1 NSTALLATION ANCHOR, TYY, rNTE: ESHEET3 FOR ANCHOR SCHEDULE ALL QVAL.IF:ED UNIT S1Z ANDSIGN VRESSURECOM2INATIONS. 18' O.C. 6- FROM rl TrF. r i r CORNER, To. 1T 1 o 6' O.0 f Typ. J"9 T- 4 x u 6- FROM • INSTALLATION CORND• r/p' ANCHOR LAYOUT ANCHOR AT al?. r&. ANCHOR LAYOUT FRAME INSTALLATION O-V INSTALLATION 53' x 77-IM UNIT 53' x 77-1/8• UNIT PLy GEM o v w.ar:r.ro oaoc »o, aOcty NouNr. ve:.f:: Pc x :.aw.w 4 r, m BZN rV+• W g o aL n ex P ex •1 Tni i I I I I lii m y HaD , N a-= U2 m 40 ^ h W182 2 OF 6 sERLc's :soo 5II0GLE Hurls wrNoow •ANCHOR SCHEDULE Ll Pay BEM l:Ihu7::5 u K ..w 3r. ro ao.. 000IfY MQRJT, YA ttl37 ro 0.0-NM3.4 ft 3•0.•MdM3 mnn Z 5 ti II z 075 a01: x W= yy<< W ` W ` F a Qn z a s m Z O a oHo Y s ANCHOR SPACING LISTED ABOVE I5 BASED ON MAXtMVM UNTT SIZE AND PRESSURE LISTED. c Cc SPACING LS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION NO ANCHORS AaE REQUIRED AT THE SILL 3. ANCHOR METH005 MAY BE INTERMD(ED As LONG AS ANCHOR SPACV,%, TYPE, ETC, ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUME.vT (I.E. FRAME INSTALL AT HEAD b JAMBS, FIN INSTALL 1gg jATSTLL) z D F a iL a71 H m ZZt ZkOO DWG Jf PGW182- ET: 3 of 6 uNlr 512E DESIGN INSTALLATION TYPE b ANCHOR SPACING FIN fRAME CONCRETE/ MASONRY BY OTHERS mi EMBEDMENT CAULK BETWEEN as WOOD SCREW CONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS 3/4• MIN EXTERIOR FLNISH E06E DISTANCEBYOTHERS SCONE SEAT BY OTHERS L1/a• MAX SHIM SPACE UNIT HEIGHT \ SEE 6LA2ING O.A. VN.-T HEIGHT DETAILS SHEET 6 EXTERIOR INTERIOR CONCRETE/ MASONRY BY OTHERS D/a• MM CAULK BETWEEN EDGE DISTANCE 98 WOOD SCREW CONCRETE/ MASONRY 6 2X : NSTALLATION ANCiOA WOOD BUCK BY OTHERS " 2X WOOD BUCK a 1 I/2' MIN. BY OTHERS EMBEDMENT EXTERIOR FINISH BY OTHERS SIIICONE SEALANT BY OTHERS 1 L MAX SHIM SPACE 6LAIING ' / OILS SHEET 6 O.A. UNIT I y HEIGHT \\ / SEE 6LA2INS DETAILS SHEET 6 EXTERIOR INTERIOR rB--\ VERTICAL SECTION VERTICAL SECTION Q HEAD - 2X WOOD BUCK Q HEAD • 2% WOOD BUCK BRIC%N:OULD FRAME - FIX INSTALLATION I y BEVELED FRAME - FRAME LVSTALLATION SEE 61. ZING DETAIL SHEET 6SEE 6LA24N6 DETAILS SHEET 6 1 1 SEE SLAZM46 I I LL VERTICAL SECTION Q MEETING RAIL I I EXTERIOR D AILSSHEET6 INTERIOR L TYPICAL 1 O. A. j UACT HEIGHT I 1 va• MAX 1/ 4• MAX SPACE SKIM SPACE FfSHIM3/<' MIN. EDGE DISTANCE I SILTCCNE SEALANT SILICONE SEALANT BY OTHERS BY OTHERS I EXTERIOR FINISH__,- 7/r MIN EMBEDMENT EXTERIOR FINISH BY OTHERS I BY OTHERS 2X WOOD BUCK 1 r ' 7 2X WOOD BUCK BY OTHERS BY OTHERS CAULK BETWEEN I' CAULK BETWEEN ElE/ MASONRY 6 2X i .' B WOOD SCREW CONCRETE/ MASONRY 6 2X OOD BUC C BY OTHERS 3/a• M]N INSTALLATION ANCHOR WOOD BUCK BY OTHERS EMgEpMEM CONCRETE/ MASONRY EDGE DISTANCE CONCRETE/ MASOAXY ___/// xd WOOD SCREW BY OTHERS BY OTHERS INSTALLATION ANCHOR VERTICAL SECTION p VERTICAL SECTION Q SILL • 2X WOOD BUCK Q SILL • sx WOpO But% BRICKN. OULO FRAME •CUP INSTALLATION BEVELED FRAME- AN INSTALLATION PLyGEM A m -,IN cr-ro wx::f. 20Cn AWVNT, VA M1-1 nn w-uwa.e no .o-.wwu o A c N 1 n vi m gx tD r G u O m m e s my mtzt, p Q S N z V6 4: PGW182 EET: 4 OF 6 11/2' MIN. EMBEDMENT Rs WOOD SCREW INSTALLATION ANCHOR—\ Ilf 3/4• MD EDGE DISTANCE: •' . j\ CONCRETE/ MASONRY BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY 6 2X —1 WOOD BUCK BY OTHERS 1/4' MAX. SHIM SPACE INTERIOR f 2X WOOD BUCK BY OTHERS .' \ EXTERIOR FINISH ' °• BY OTHEXTERIOR ERSOA Sn rCONE SEALANT UNIT BY OTHERS WIDTH 5 HORIZONTAL SECTION JAMB- 2X WOOD BUCK BRICI( MOULD FRAME - FRAME INSTALLATION 1 :/ 2, MIN. US WOOD SCREW EMBEDMENT INSTALLATION ANCHOR 1/4- MAX IrSHIMSPACE6LAZING AILS SHEET 6 3/ 4' MM - I INTERIOR EDGE DISTANCE SEE GLA D46 CONCRETE/ MASONRY _% DETAAS SHEET 6 BY OTHERS I I CAULK BET WF--EN CONCRETE/ MASONRY 6 2X WOOD SUCK BY OTHERS / 2X WOOD BUCK - •' I BY OTHERS EXTERIORFDZSH 8Y OTHERS EXTERIOR SILICON= SEALANT BY OTHERS UNIT WIDTH 1 HORIZONTAL SECTION S JAMB - 2X WOOD BUCK BEVIUD FRAME -CUP INSTALLATION 3/ 4- MM US WOOD SCREW EDGE DISTAN LE INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS, INTERIOR T.. CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTT4ms I 1 I yr mix 1 EMBEDMENT SEE GLAZD* DETAILS SHEET 6 X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR SAICONE SEALANT BY OTHERS O. A. UNIT WIDTH F HORIZONTAL SECTION S JAMB-2XW00DBUCK BRICKMOVLD FRAME - FIN INSTALLATION 1 1/2' MIN. EMBEDMENT 1/ 4' MAX SHIM SPACE INTERIOR arts WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN r CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS i- 2X WOOD BUCK BY OTHERS 3/ 4' MIX EDGE DISTANCE SEE 6LT6 CH DETASSHEEHEET 6 EXTERIOR FDCSH BY OTHERS EXTERIOR O. A SILICONE SEALANT UNIT BY OTHERS WIDTH R' HORIZONTAL SECTION S JAMB- 2X WOOD BUCK BEVEIfD FRAME - FRAME INSTALLATION PLy,GEM 0 N. MALL sT-a LOX M. 600(V MLMAIT• VA'115I ne Ao+ wawx S m p N w1 T S+ 81 r' V SS1 nmN sic` uI cc p z a m ui 0 1 K d aM C e 7 mh m W S N2 n VGu PGW182 IEET: 5 OF 6 PLY GEMl':!NDC:rc U&O A WV4T. V :4UJOOY110.NT, YA :.1:7 Ilt }UY..1N fk sv.8.4 1 n 7 INSVLATED INSULATED A L c p ^ x iU C± ANNEALED ANNEALED wY EXTERIOR GLASS UNIT EXTERIOR — CLASS UNIT h N m L<m W y 1/2* T ( INTERIOR GLASSRIam / INTEOR E CLASS55 BBITE TWO-SIDED CONE GLAZING DETAIL 1 GuZIN. TAPE GLAZING DETAIL 2 V) Z1-4 aO Zo H 13/16' Opt. L>L) W INSULATED ANNEALED Y C W GLASS UNITEXTERIOR — n r 1/2, MIN. TYP. IIJTERIORGLASSBITE COMPRESSION i GLAZING TAPE GLAZING DETAIL 3 7 f182 OF 6 Florida Building Code Online r,J r1•x Page I of 3 t-2ii':J:'.•`wz• g`F'..':d. .i.: tF i:.. S. _,Q_ uS••,.••••= iaTir...... Z'% ''= '' _tii= 'vx.. :o.11I •. r.. sr`.r _ic, :.:. ..si_ r' .•c: I—s_`-••= r.•.. '-7-`'• •-F•; f?ti_• '•; .:, :-. ;:,==:;;r„s:,..:, - . Fs•'u;- _ f :i'" : •.. t :.w..amti': ae:.,u 61:'e:relrF: , iG. f:t: t •21.)_?:. t tt y f I .'b s%:}' 1>•'t . II IIi.:L c4.'.1:.::.•.y,;..r'-:. •i> ••:it .-:_ri..r. K;*.;•i;L<4iP. Y..: _ s'l •x-'-`.c?h>3tS...1. •=.Y.:l?}T ..,L{ra. ;• I, y. 5./. C..II"•=i.:•?i-: E... .. _ G T_4faea ham::-w-::;sa::•r Sria- .• . '.._. .r.::.r;,<T:i•_-vi;_:i: y: ` vim u>:.<..v:.:....r.... ..w•:.:,::'1t.4..4:5"<<. .--•- _ _ _'`:`;x:r• F•`^:+`fi'f .:'i;';1%! i ). ,... t]_J-''L,_'i rt ecis ttw -e I :cg to I use, aegistratlon tbt rook$ I submit sutchatge I Stats a facts Publ:Gtions I ree Stan ( eels sde Hap ( unks I search I f.i'e:t { QO Product Approval ltti ' Iusers: PuaIc user Product Aooroial Mena > Product or Aool:utton Starch > Aoolkatlon t_,tt > Application Oetall Z acer-.- g 1(ik'V FL 11 fL16104•R3 Application Type Revision Code Version 2014 Application Status Approved Approved by OBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived I _) Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. thin St. Rocky Mount, VA 24151 S40) 484-6271 tfi ablomberg@plygemtrindotts.com Authorized Signature Adam Blomberg ablomberg@plygenswlndotvs.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Windows Subcategory fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) i andard Year AAMA S06 2006 AAMA Sob 2008 AAt•IA/WOhIA/CSA 101/i.S.2/A440 200S AAt•IA/WOMA/CSA 101/I.S.2/A440 2008 AAt•IA/WOI-)A/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/27/2016 l,ttp:Hw%vxv.floi-idabLiildiiig.oi-g/Ur/pr appdtLaspx?param—wGBVXQwtllgvtitf4nt;AXlilO%vf.. 6/l/2017 Florida Building Code Online Page 2 of 3 Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 16L04.1. Ply Gem 1500 10/31/2016 ll/OS/2016 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. Refer to Installation detail for sizes, configurations and ratings. Description Fixed Window, Non -Impact (Alt. Substrates) Certification Agency Certificate F1.16104 R3 C CAC N1011337.02-R2.01' FL16104 R3 C CAC NI011337.03-Rt.odf FL16104 R3 C CAC N1011337-Rl.od! Quality Assurance Contract Expiration Date 11/30/2022 Installation Instructions FL16104 R3 It PGW177 SS 2016-10.20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16104 R3 AE PER4498 SS 2016-10-20.odf Created by Independent Third Party: Yes 16104.2 Ply Gem 1500 Fixed Window, Non -Impact (AS Tested) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL16104 R3 C CAC N1011337.02-R2.pd Approved for use outside IIVHZ: Yes FLL6104 R3 C CAC NIO11337.03-RI.odf Impact Resistant: No FL16104 R3 C CAC NIOL1337-RL.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to Installation detail for sizes, configurations 11/3012022 and ratings. Installation Instructions FL16104 R3 11 PGWt78 AT 2016-10-20.11df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16104.3 Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104 R3 C CAC N1011337.04-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/ 30/202.2 Design Pressure: N/A Installation Instructions Other: Refer to Installation detail for sizes, configurations FL16104 R3 It PGW179 SS 2016.10-20.odf and ratings. Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16104 R3 AE PER4499 SS 2016-10-20.odf Created by Independent Ihlyd Party: Yes 16104.4 Ply Gem 1500 Fixed Window, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16t04 R3 C CAC NI011337.04-112.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/ 30/2022 Design Pressure: N/A Installation Instructions Other: Refer to Installation detail for sizes, configurations FL16104 R3 11 PGW18D AT 2016-10-20.od and ratings. Verified By: National Accreditation & Management Institute Created by Independent Ihlyd Party: Evaluation Reports Created by independent Third Party: eatft He 1 Contort Us :: 2601 ehlr Stone Road, Tapahasue EL 32M9 Phone: 850.437-1624 The State of Florida Is an WEED employer. Comuioht 20074013 State of florida.:: pdvaty a :: Accesxbd,tv Statneent :: Refund Statement Under Florida la.v, email addresses are puck records. If you do not want your e-mail address Petalled In response to a public -records request, do not send e:ectronk mall to this entity. Instead, contact the office by phone or by trad.ltonal road. Ir you have any quesuons, pease contact 850.487.1395140. *Pursuant to Section 4SS.275(1), Florida Statutes, effective Cktober 1, 2012, Ikensees licensed under Chapter 4$5, F.S. must provide the Deparment with an email address d they halm one. The emaits provided may be used for orfk.al communlatbn avah the Ikenscm. Hoaerer 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 crude available to the public. To doterm!ne if you are a licensee under Chapter 45S, F.S., please dick berg.. Product Approval Accepts: du( M" 1 1- M-03 - ht(l):/hv%vw. floridabtiildiiig.org/pr/pr_app_(ULaspx?param=wGCVXQwtDq%-yf4ngAXliIOwf... 6/1/2017 Florida Building Code Online Page 3 of 3 Credit Card Safe littp://%N,%%,xv.flori(labuiIding.orfi/pr/pr app dt1.aspx?param=wG} VXQ%%4Dq%,yf4nt;AXlilO%vf... 6/l/2017 nNISTAL LATTON NOTES: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANOWRS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO OE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION A.VCdORS WITHIN ATOLERANCE OF SI/Z INCH (I.E.. WITHOUT CONSIDERATION OF TOLERANCES), TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NETT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4INCH. SHIM W 4ERE SPACE OF 1/16 INCH OR GREATER OCCURS, SHIMIS) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION IN70 WOOD FRAMING USE 98 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/1 INCH MINIVUM EMBEDMENT INTO WOOD SUBSTRATE 6. MINIMUM EMBEDMENT AND EDGE DISTANCE OCCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FCAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LASS TIHA.V THE MINIVUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOANNG PROPERTIES: A. WOOD- M:NI.V.UM SPECIFIC GRAVITY OF OSS. PLY GEM WINDOWS SERIES 1500 FIXED WINDOW NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOVIN HEREIN IS DESIGNED AND MANUFACEURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FRO, EXCW DING hYfZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/IS.Z/A4404S/OB/11 2 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND ZX FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WF7HSTANDtNG AND TRANSFERRING APPLIED PRODUCT LOADS TOTH£ FOUNDATION ISTME RESPONSIBILITY OF THE ENGINEER OR AACH:TER CF RECORD FOR THE PROJECT OF INSTALLATION. 3. SX AND 2X BUCKS (WMEU USED) SMALL BE DESIGNEDAND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FDA A SPECIFIC SITL IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT- SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-LMHZ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM, IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, WINDOW FRAME MATERIAL PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 130DM GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL TABLE OF CONTENTS SHEET AEVZSION SHEETDESCIMMON 1 A INSTALLATION L GENERAL NOTES 2 A ELEVATIONS 3 A ANCHOR LAYOUTS 4 A VERTICAL SECrONS 4 6LAZD* DETAIL 5-1 A HO=ONTAL SECTIONS OVERALL SIM REQUIRED CLASS TYPE MAX DESIGN PRESSURE MISSILE LIAPACT PATENGWIDTHHE:GI4r 441/B• 96' ANNEALED SS/- 55 PSF NON•TAVACT7TTEMPERED401-45 PSF 20.v16• 56' TUPERED 45/- 50 PSF PLyGEMI 431 M, OWN ST.. PO BOx SSP. Ran RIDINY. VA'415I PK SWY4yNF TIC SO4Badpq R4 0 69 Hm8 tyZ C WW C1V Q NX m 1. zWJ<+ W adOM u C Qom: E C 7 1'1 N` I 15" A=•Lzx IN Z I DWG sF: PGW178 SHEET: 1 OF 5 y PLy GEM eam,w0lnn, r,:as, M 54O-M443" AO Y 0-V aYi enn T UNrr MAX o , WIDTH 7r Z N` you 1 VKMT MAX D.LO MAX. Ile WIDTH IYIDTH 67;' lzww W w Li DIOMAXAX a 1 C I yu, m L m WIDTH 111' 4 t' X s UJ.QT MAX W G H HEI6HT 9G H p 6' Vh: T MAX. D10. MAX. HEIGHT HEIGHT E e E f m • SS' S S S z Z O D. LO. MAX. O ,n HEIGHT Z S 912 V) O s 4 el 4m el u A D 4 L J W O TYPICAL ELEVATION p o W IZO. 1/16' x 36' OUT A D 4 4 TYPICAL ELEVATION 9 ` 7T x 96' vNrr f" m5 mz DV/ G x: PGW178 SHEET. 2 OF 5 54' FROM CORNER, TYP. 2rOc' TYP. L_ NOTE: WIDOW WIDTH (W) AND HEIGHT H) ARE INTERCHANGEABLE FO: ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA. 4' FROM 7- O.C.. CORNER. TYV. TYp, is, ;'. IYP. ANCHOR LAYOUT FRAMEINSTALLATION 120. 1/16' x 55' UNIT NOTE: USE OF EITHER BRICKMOULD OR BEVc,.E:) FRAME TYPES IS QVALIFIED UNDER THIS A?PROVAL TO THE SIZES AND PERFOk"',' CE LIMITS LISTED HEREIN. FLU 34STALL.ATION v 20. 1/16' x 56' UNIT r 54 FROM 1 CORNEER_ TYP. INSTALLATION ANCHOR, TYP. 6- FROM CORNER, TVP, 4' FROM r CORNER, TVP. 7' O.C. TYP, U, LATION AN6mOR, TYP. 18. O,C 6• FROM rl P, CORNER, TYP. Z 16- O.0 TYP. ANCHOR LAYOUT CLIP INSTALLATION INSTAWTION 120- I/16' x 56• UNIT ANCHOR AT CLIP, TYP. MJAMO PLyGEM UJ m MI'M ST., PO ux GOLiY NONR, V :USf rk s o-wa ae no No.w.-wu m V! n yam N kn gxo WW Wv)- k O m < m ZS v c <z W y mwo vt fY µ a WpQ V CJ Q 4 - S 7.00' 7,00` 18.00' I. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXQMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS N '' _ = v Z QUALIFIEDFORSMALLERUNITSORUNITSREQVMD* A LOVER PRESSURES. = p ' v " 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL. FOR UNITS 48-I/8' WIDE OR LESS, FOR DW6 tt: UNTISEXCEEDING48-I/8• DJ MrDTH ANCHORS ARE REQUIRED AT THE SD1 ` • ' ! 3, ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO w I REQUI2EMENTSLAIDOUTINTHISDOCUMENT (LE. FRAME INSTALL AT HEAD 4 JAMBS, FIN INSTAL' AT SILL) O F 4. SEE SHEET I FOR REQUIRED GLASS TYPE PER UNIT SIZE SHEET: 57 CONCRETE MASONRY CONCRETE/ MASONRY BY OTHERS 11/r MIIIL BY OTHERS EMBEDMENT 3/4' MM : o WOOD SCREWCAULKBETWEEN ; I xB WOOD SCREW CAULK BETWEEN EDGE DISTANCE INSTALLATIONCONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR CONCRETE/ MASONRY A 2X ANCHORWOODBUCKBYOTHERSsWOODBUCKBYOTHERS 2X WOOD BUCK 2X WOOD BUCK a 1 I/2' MIN. BY OTHERS 3/4' MIN. BY OTHERS EMBEDMENT EXTERIOR nNISH I r EDGE DISTANCE EXTERIOR MIISH BY OTHERS 1 SY OTHERS SILICONE SEALANT SILICONE SEALANT BY OTHERS .. BY OTHERS 1/4• NAX SHIM SPACE L 1/4• MAxF— SHIM SPACE O.A. / UNIT I 1 HEGHT \ UNIT SEE GLAZING HEIGHT DETAIL SHEET 4 \ , SEE GLA2SNG EXTERIOR INTERIOR GLASS NXSULATED DETAIL SHEET4 1 GLASS U.'ST EXTERIOR INT'EZIOR TEMPERED OR EXTERIOR — AIy\`EALED GLASS) VERTICAL SECTION }-/\ 1 C VERTICAL SECTION q NERD • 2x WOOD BUCK q NERD • 2x WOOD BUCK BRICKMWLD FRAME - AN INSTALLATION yr MIu TYP BEVELED FRAME • FRAME INSTALLATION GLASS SITE i INTERIOR DOW 993 SILICONE SEE GLAZING GLAZING DETAIL iv SEEGLAM16 DETAIL SHEET A DETAIL SHEET 4 NOTE: c7fTERIOR — INTERIOR SEE SWEET IFOR REQUIRED EXTERIOR — INTERIORO.A. AIT / GLASSUNIT TYPE BASED ON UNIT SIZE. HEIGHT ( 1 UNIT (r I 1I 1/4' MAX. SkTM SPACE i SZCONE SEALANT — BY OTHERS EXTERIOR FINISH 11/2' MTN. BY OTHERS EMBEDMENT 2X WOOD BUCK BY OTHERS CAULK BETWEEN •' CONCRETE/ MMSONRY d 2X a'' •: i ISB WOOD SCREW WOOD BUCK BY OTHERS INSTALLATION ANCHOR CONCRETE/ MASOL.Y J/ 3/4• MyU BY OTHERS EDGE DISTANCE VERTICAL SECTION q SILL-2XWOOD BUCK BRICKMOULD FRAME • OUP INSTALLATION HEIGHT 1 v+- MAX r SHIM SPACE 3/4' MIN JU EDGE DIS' SILICONE SEALANT T 1T BY OTHERS EXTERIOR FrN SH BY OTHERS 2% WOOD BUCK BY OTHERSas WOOD SCREW CAULK BETWEEN a.; INSTALLATION CONCRETE/ MASONRY 6 2X a• I ANCHOR WOOD BUCK BY OTHERS yr M R CONCRETE/ MASONRY EMBEDMENT BY OTHERS VERTICAL SECTION q SILL -2x WOOD BUCK BEVELED FRAME - FIN INSTALLATION PLY GEM aN "5T..Vws:70. ropttrver. vA :41:I Ae awe•at• rx: 5.0 a". u m QC, , Xc °`c8 z (; E ;; a yi d m WQj yN hx Qj mw e 4<; m m z< tWJ < I W d 4i Gmom G Q E Y N_ T mZ h C^ G y V= H Z P&W178 SHEET: /I OF 5 I I/2• MIN. 3/4• MIN. as WOOD SCREWEMBEDMENTEDGEDISTANCE —I INSTALLATION ANCHORxATIOOD ANCHOR 1/4•SCREWMAX= PLY GEM JSTALLATION ANCHOR 1/4' MAX • ' TSHIM SPACE CONCRETE/ MASONRYSFCMSPACEByOTHERS t• rl p;;t INTERIOR INTERIOR CAULK BETWEEN CO..\T* .VJ MASONRY 6 ZX 4)l 14 w 7m 4T 00 Dox Y.f• 3/4• MIN. V/OOD BUCK BY OTHERS 3 0c "LWr, rA.4L•.I EDGE DISTANCE•• nt 5014.rlu m 740+4-6 ) SEE GLAIDJG SEE GLAZING, • DETAIL SHEET 4 DETAIL SHEET 4 . • 1/2• MIN. n CONCRETE/MASONRY —y d• o• •EMBEDMENT BY OTHERS Z 1= >n 1 CAULK BETWEEN / \ y IZ W y m X xCONCRETE/ MASONRY WOOD BUCK BY OTHERS WOOD BULK 2X WOOD BVCK / BY OTHERS BY OTHERS EXTERIOR FINISH p p 2 -c EXTERIOR FARSH tu p 2 BY OTHERS ' + : EXTERIOR EXTERIOR o m W o SILICONE SEALANT • O.A. O.A. BY OTHERS SILICO.t1E SEALA.tJT VI T BY OTHES* WIDTH T WIDTH c E HORIZONTAL SECTION rF-" HORIZONTAL SECTION mLo J JAMB -2X WOOD DUO( S JAMB • 2Jt WOOD BUQ( BRICKMOUlO FRAME - FRAME I.YSTALIATON BRICKMOULD FRAME • fLV INSTALLATION 7 O 1 yr MIN. 1 yr MIN. • G • V) zB WOOD SCREW EMBEDMENT 0 5 INSTALLATION ANCHOR 1/4• MAX EMBEDMENT st8 HIM STALE WOOD SCREW ( LU f Sv4• MAX. INSTAL LATI0N ANCHOR T, SHIM SPACE CONCRETE/ MASONRY Z 3/ 4• MIN. BY OTHERS LU `^ O EDGE DISTANCE p INTERIOR INT MOR CAULK BETWEEN p CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS e WOOD BUCK SEE E SEE GLAZING BY OTHERS CONCRETE/ MASONRY 1 " • DETAIIIL SHEET ZI4 DETAIL SHEET 4-"' BY OTHERS CAULK AS 3/ 4' MIN. BETWEEN CAETE/ LONMASONRY 62X — `\ — •• EDGE DISTANCE WOOD BUCK BYOTHERS / \ \ 2X WOOD BUCK ; , a • I BY OTHERS EXTERIOR FZTJISH BY OTHERS — EXTERIOR fDJISH EXTERIOR EXTERIOR y BY OTHERS SILICONE SEALANT 2 OP1I~T BY OTHE^.5UOA• SIISCONE SEALANT a6 m m i WIDTH BY OTHERS p= ' S S u 2 wmTIDT H - p G HORIZONTAL SECTION /—H-`\ HORIZONTAL SECTION D`NGIr S JAMB • 2x WOOD BUCK fj JAMB • 2x wooD BUCK W 17 8 BEVELED FRAME • CUP INSTALLATION BEVELED FRAME - FRAME INSTALLATION SHEET: 5 OF 5 rf ()q•v fT` Igo', nv co i Kwr,..•.tr,.r. r..rtw y.wwr-. wWt rMrl...Ir t.I/IoiOri\ r M1tMr, rwrl. qn• pa w.N.. A.2, wM Y.I'tr •.wt.rr.....r.M w rr•..0WM.w ryy.NM,.':rrW M4u. 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NOTE: REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS SECOND FLOOR PLAN: NOTATED SECOND FLOOR PLAN: DIMENSIONED AREA CALCULATIONS: SCALE: 114" = V-0" BIRCH ELEVATION SCALE: 1/4" = V-0" BIRCH ELEVATION w...0 rw.a.• mr.ne"1 ucorin tu.rmeww.Hwxw....M•ww..wYr..rr.MwarYMYOt11.00161R.MV.OftCKO vw..StOCutp.LLG a..•rw1..wr.rsfrrar.www.r..c..s•s...nl.roi.wrwruartwoaounn.otafxaewAa.Sw.fE/.ue.ngrA. O Q 0wZO CZOw Of LLO 0-6 20OWUQWFUSO Z A3.0 1 Florida Building Code Online 1r, Page I of 2 Regulation DaO&IMfd BUS Moms I Lag In I User Regtstratton I Mot Topks Submit Surtliarye I Slats a Fees I Publications F8C Stag BQS Sks Map Unto SWIM Bus 0 Pro'c a/, l product Approval USBR: Public user Regulation I. eamicau 1 u8 > Aspikettan Oat.a FL g FL12019-RS 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) SM-0444 lyle.pestow®acm-metals.com Authorized Signature Vivian Wright rtckw@rwbldgoonsultants.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 0 https://www.floridabuilding.orglprlpr app_dtl.aspx?param=w('EVXQwtDquJEQf8P6a6FJ... 7/20/2015 AMERICAN CONSTRUCTION WAILS S140 West Won Street Tampa FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES I. This product has been evaluated and Is in compliance with the Sth Edition (2014) Rorido Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors Mall be as listed and spaced as shown on details. Anchor embedment to base material shol be beyond wall dressing or stucco. 3. Site conditions not covered by this drawing are subject to further engineering onolysis. 4. Wood/CMU wall construction, by others, must be designed property to receive loads from the soffit and/or T x T batten strips. S. Aluminum soffits shag conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 17101 TABU OF COMMMS SNEEr• I DESCBIPRON 1 T elworom a general notes 2 Panel detais 3 SoM detail < design prmstnm 4 sorrit detch & dedgh g SoNd detail, design presswm & b8 ot,MCWOls mIPLE 4 U4 1.1012 (L)1S MCR( TJ014 rowt"M QUAD 41041 G.&O12011TmA o n 1 oin r111 1111 d; C; 8a, s in j $ s l'- M J2s ir to 0, die FL-12019.1 n 1 or 5 ROOF OVERHANG SPAN A • ROOF OVERHANG ROOF OVBMNG SPAN.- A w s VA 0 ROOF ROOF ROOF FRAMING FRAMING FRAMING ii ' ••• -• ri o fffflll ALUMINUM l u a •: ALPAULA FASOA g FAscu . tau+ rant / j v cnu OR ----- J - c lu oa ... •soFFRr- l • ( Mu oR SOFHT-WOOD SOFHi WOOD MOOD F° O SE:DEIAIL'A' FRAMED SEPDEUII'C' FRAMED-SEEOETAII"A' FRAMED 3u SEE DETAIL' 0' SEE DETAIL' D' SEE DCTAIL' C' SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/3-CHANNELS SIDE VIEW - SINGLE SPAN w/3-CHANNEL y Siam wl Mm mmiM ovd—) (Shorn w/ buaftn q omOev") (Sham ad tn=Nrarkg orokm) ¢ SINGLE SPAN LENGTH A- DESIGN PRESSURE (PSI) POSRNE INEGAII11fF r 70.0 141.0 lo" 60.0 60.0 Ir S0.0 50.0 1s 38.S 38.S tt• +30.0 -30.0 NOTE: WOOD FRAMING AND CONNECTIONS 70 BE DESIGN® BY THE ARCHITECT OR EdGRM OF RECORD DETAIL " B " F-Chonnel TOM NAIL ATFACTI® i THROUGH FASCIA NOTE: 01 tr O.C. MAX. FOR SQUARE CUT OVBMMRG. STAPLES INSTALLED 0 lr O.C. ONTO WOOD) 7 TRIM BOTTOM OF FASOA FIAT N J.CHANNa SLOT OR T•NAIL 01T O.C. ) 1 AGAINST PANEL ONTO WOOD OR MASONRY) OCATED l 7 1 2P O.C. MOSTAPLESLFN RAMGSTAPLES 0 ENDOi5PA- ---- r MAX O.C. SEE DETAIL 'J •. SHEET 5) 1/ SMAX. - 6 DETAIL " A" Fosdo STAPLES INSTALLED 0 2,f O.C. (INTO WOOD) ON F >WMEL LEG OR T•NAIL 017 O.C. INTO WOOD OR MASONRY) STAPLES INSTALLED 017 O.C. ONTO WOOD) IN FCMIANNEL SOT OR I -NAIL 017 O.0 ONTO WOOD OR MASONRY) STAPLES LOCATED 24. O.0 040 FRAMING 1/ 8• X it MAx. —1' '— ; 1' MA1L STAPLES INSTALLED 017 O.0 (NIO WOOD) IN lCHMAIEI SLOT OR "AIL 0 IT O.0 DETAIL" D" J- Chonnel Fosdo MAX I' MAX. DETAIL" C" J- Channel vnc a JK SUBSTRATE NOTES: a LFS I. WOOD SUBSTRATE: G . 0.42OR BETTER ORR" No- 2. MASONRY SUBSTRATE 3.00D PSI CONCRETE (AO 301) FL-12019.1 ORHOLLOW BLOCK(AS1MC90). yen 3 a 5 ITEM DESCMON MATERML I FASCIA .021 S THK. AL 3105 - M14 ALUMINUM 2 - T CHANNEL .0155' THK. AL 310S - H24 ALUMINUM 3 F CHANNEL D155' THK. AL 3104 - H19 ALUMINUM S QUAD 4 PANEL A115 OR .0135' THIC6 AL 3106 ALUMINUM 6 TRIPLE 4 PANEL (A115 OR A135' MCK) AL 3105 ALUMINUM 7 A15xIWCTRIM NAIL S.S. 8 I V GA. X )/4' SS STAPLE /7/rt4KWBEDMENn Sly 9 7- X 7' BATTEN STRIP (G=A2 OR BETTI3R) WOOD 10 APA B-C- GROUP 1 Ma.15/32- PLYWOOD OR BETTER WOOD 11 09r DIA.7- NAIL / S/!r' MIN. EMBEDMENq STEEL 12d X 3.1/4' H. D. GALV. STEEL COMMON HAIL 0 24' O.C. w/ ) 3/IC MIN. EAM DETAIL " H " IX2 VEIMCA1 FRAMING ( G>-&42) ATTACH w/ 2.8d COMMON NAILS 0 TOP TO ROOF FRAMING STAPLES INSTALLED 0 END OF PANEL AND 8' MAX O.C. SEE DETAIL J 1 C. MARL LWAIL " J to NN i, ••' SPAN ' A - .. ROOFCVERHANG,/ I 1#% P rii ROOF SEEDETAILEo o rd FRAMING hPEE 3) Pf qi mem GG11I Chi J H. D. GALV. STEEL f _ i -_ -` CHU OR COMMON NAIL 024'O.C. SEE DETAIL -A--.A iI WOOD w/I' ve MIN. EML (SHM3) . FRAMED J CONTINUOUS SEE DETAIL H BATTEN O CL SPAN STAPLES INSTALLED SIDE VIEW - DOUBLE SPAN w/BATTEN. E4D OF PANEL AND (Shown w/ trirss ftfr ln9 —612 er) r MAX O.C. SEE DETAILJ 9 1WIN SPAN LENGTH w/CONTINUOUS BATTEN A' DESIGN PRESSURE ( ISF) NEGATIVE IV 70. 0 70.0 tNi 66.5 66.5 21r 60.0 60.0 2r 54.5 S4.S 24- sD.O SO.0 SPAN ' A ' ROOF OVERHANG SEE DEIAIL' G' PE0 4) ROOF FRA"XG SEE NOTE 2 I 1I N. 9 Em OR WOOD DETA-1- 8 11 FRAHEO SEE DETAIL.A Is M 31 SIDE VIEW - DOUBLE SPAN w/BATTEN shown w/ truWilan lno --hang) CONNECTOR NOTES: 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED we It' JIC ENGINEER THE ARCHITECT ORENGROFRECORDSUBSTRATE NOTES: o" 2.12dCOMMON NAIL OR3/1Ni OWTAPCONCONCRETESCREW 1.WOODSUBSTRATE: T : Q42ORBETTER ooaww MIN. 1. 114- EMBEDMENT 0 2C ON CENTRE 2 MASONRY SUBSTRATE PSI CONCRETE (ACT 301) FL-12019.1 OR HOLLOW BLOCK (ASIM C90). Florida Building Code Online S. D P% + !s Page 1 of 2 Business & ProfessionalRegulation p&& w D its acts name I too to I user Reptstrauoe i Hot Toots I sumnmwsags mroeISutsaFaIbuwuons I r ec san I WS site Map I uma I SWIM I Bus1 nes Product Approval Prot essi al urea wax user Regulation . a2 ftC araaetimnen 3eifth > Adam un 3- Applloation aetea FL g FL12019-RS 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® acm-metals.com Authorized Signature Vivian Wright rlckw@rwbldgconsultents.com Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Emall Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated 8y Ryan 1. King, P.E. Y! Validation Checklist - Hardeopy Received Certificate of Independence F t2014 Ra C01 Certificate Of Independence.adf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option 0 https://www. floridabuilding.orglprlpr_app_dtl .aspx?param=wGEV XQwtDquJEQfBP6a6FJ... 7/20/2015 o AC_.' AMERICAN CONSTRUCTION METALS 5140 West Wan SNWI Tampa, FL 33W TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and Is in compliance wilh the Sth Edition (2014) Ronda Build'mg Code excluding the "F%h Velocity Hurricane Zone' (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. Site condtlons not covered by this drawing are subject to hither engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive loads from the soffit and/or T x T batten strips. S. Aluminum sotirh shag conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9 rAIME OF COMM M SHW# I DESCWWN t i erevotolMs a erwd none 2 Pavre1 detab 3 soffit detah a design Messurm Sofrd detah & defth S Soffit detak dmlgn premres a bill of motetlols MPLE 4 (_jd 7r01210)ISMM' 9 trot/ [013rrdC4 QUAD 4 Q4 C"0120nr"M 040MA 101WWR I FL-12019.1 19 OVERHANG ROOF ROOF ROOF OVERHANG ROOF OVEI(WWG • SPAN.- _ 1 * _ ALLRUNUM 1_ ' FAstu TRIM SOFRT= [MU OR SOFFIT J [`10 OR WOOD ,, w000 SEE Dl9AIL' A' FRAMED \ DETAIL C FRAMED SEE DEVIL' B' `SEE DEIAIL' D' SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/3-CHANNELS S1mI n VO buWk ft avQ—) (Sham rd bush a ft conme ) SINGLE SPAN LENGTH A- DESIGN PRESSURE (PSF) POSIVF INEGATIVE r 70.0 141.0 IV 60.0 60.0 Ir 50.0 50.0 It 38.5 38.S u• 30.0 30.0 N01E: MA" rICAMWIs/VIV LAJN"R.II M1Wx DESIGNED BY THE AROMECT OR ENGINEER OF RECORD DETAIL" B" F-Channel TRIM NAIL ATTACK 1}IR000FI FASCIA N l NpNOTE: 0 hr O.C. MAX. FOR SQUARE CUT OVERHANG, I— TRIM BOTTOMOF FASCIA RAT AGAINST STAPLES INSTALLED 0 END OF PANEL AND Ir MAK O.C. SEE DETAIL 'J-. SHEET 5) 1/V MAX. DETAIL "A" Fmdo STAPLES INSTALLED 0 2,' O.C. (INTO WOOD) ON FCHA*R LEG OR T-NAIL 01 T O.C. INTO WOOD OR MASONRY) STAPLES INSTALLED 0 IrO.C. (INTO WOOD) IN FCHANNEL SLOT OR T-Na 01r O.G NO WOOD OR MASONRY) STAPLES LOCATED 24.O.C. MO FR&MNG ROOF e ege' , FRAMING z ALUMM-4 U N n FASCIA TRIM E 3 7 Lo $u8 1 SOFFIT EHU OR V WON SEEDETAI L'A' AMED o SEE DEIAIL' C' SIDE VIEW - SINGLE SPAN w/3-CHANNEL N Sham wV tnmIramhg owlowd MAX. 5 1' MAX. STAPLES INSTALLED 017 O.C. (INFO WOOD) IN }CHANNEL SLOT OR MAIL @ Ir O.C. DETAIL" D" J-ChoMel Fascia STAPLES INSTALLED 0 IT O.C. INTO WOODI N XHANNEL SLOT OR T4" 017O.C. WM WOOD OR MASONRY) STAPLES LOCATED 24 O.C. INTO FRAMING I- MAX DETAIL " C " J-Chonnel on 1 09 CUM1 N.T.S. 9 tIIIG Or: JK a SUBSTRATE NOTES: Taft 1M L.fS i I. WOOD SUBSTRATE: G = 0.42 OR BETTER W"M NO, a 2 MASONRY SUBSTRATE 3AOD PSI CONCRETE (ACI 300 FL-12019.1 OR HOLLOW BLOCK IASTM C90). sm 3 or 5 .. ICI oncaw OM MATERLAL I FASCIA .0215' THK AL 310S - HI4 ALUMINUM 2 jr CHANNEL AIW THK. AL 3105 - H24 ALUMINUM 3 F CHANNEL .0155 THK AL 3104 -HIP ALUMINUM 5 QUAD 4 PANEL .0115 OR .013S' THIC AL 3106 ALUMINUM 6 TRIPLE 4 PANEL (A115 OR .0135' IHICX) AL 3106 - ALUMINUM 7 015x13/4'TRIMNAIL SS. 8 Ir GA. X 1/4' SS STAPLE / 7/r MIN. EMBSDMENq Sim 9 7 X 7 BATTEN STRIP (G=A2 OR BETTER) WOOD 10 APA B-C- GROUP 1 E Xr.15/37 PLYWOOD OR BETTER WOOD I I 097' DIA. T44A L / 5/r MIN. EMBEDMENT) STEEL 12d X 3-1/4' H.D. GALV. STEEL COMMON NAIL 0 24' O.C. — w/ 1,V f MIN. EMS. / DETAIL " H " W VERDCAL FRAMING IGN- 42) ATTACH w/ 2-8d COMMON NAILS 0 TOP TO ROOF FRAMING STAPLES INSTALLED 0 END OF PANEL AND B' MAX O.C. SEE DETAIL'J I -- MAX DETAIL " J " DETAIL " I" ROOF CVER)"G 12d X 3.1/,C MD. GALV. STEEL COMMONNAIL02PO.C. SEEDVA•A•__^ w/ 13/r MIN. EMB. (SNE-3 3) ~ J Sff Dl 0 H' STAPLES INSTALLED 0 END OF PANEL AND TC MAX. O.C. SEEDETAIL• 9 TWIN SPAN LENGTH w/ CONTTNVUSSAM A' DESIGN PRESSURETISF) POSITIVE NEGATIVE T6- 70.0 70.0 1!' 66.s 66.5 20' 60.0 60.0 27 54.5 S4.5 24' so.o mo PAN - A- k, 1 6 o $ SEE DEVIL' B - o z o SHEET 3) Igo S V md `e my il f 4 v SPAN u - SIDE VIEW - DOUBLE SPAN w,/BATTEN sho- w/ ftwo ning cmw* er) SPAN ' A ' ROOF OVERHANG SEEDEUIL' G- S} EE14) ROOF FRAT01(( I Sff NOTE 2 1 cm OR 71WOODSEEDETA0.' I' 8 11 FaAHEO sly DETAIL' A PEST 3) SIDE VIEW - DOUBLE SPAN w/BATTEN Mown CONNECTOR NNOTES:own w/ huwftmhv walNtng) I. WOOD FRAMING AND CONNECTIONS 70 BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENG04EER OF RECORD 1. WOOD SUBSTRATE; G - 0.42 OR BETTER 2. 12d COMMON NAIL OR 3/1B IIW TAPCON CONCRETE SCREW 2. MASONRY SUBSTRATE: JAOD PSI CONCRETE (ACI30I ) MIN. 1.1 /4' EMBEDMENT) 0 2C ON CENTER OR HOLLOW BLOCK (A%M, C90). IBM. By' JK arc a: Lf5 atame 14: R- 12019. t i Florida Building Code Online U () Cker QU fY12c1+5 Page 1 of 1 Reg ulation FL-15Z Fb epaur( d _0aS Horne I Log In I user aegLStratlen 1 Not Topba I Submit Surdwrge I stets a Farts I publications I FeC sun I gas SO Map I links I seine+ I Bus nes Product Approval Pro#essi i USEa: Pubdc user Regulation e p, a avvnraif.d ua• Search Criteria Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search acewtla Atop awUo— fLP. ID= Manufacturer Valldaftad By Status FL15216-R2 Revision InterWrap, Inc. John W. Knezevlch, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments n r< ••. peaes• BSnra7:1924 The subs of PoOAda IS an ANEEO employer• t -36dW 20G2-lei. SMig Of FlQfdt :: prIvacy Schbinient :: &3gSghMbLSMMM= :: Refund SUrtiftme"t Under Florida law, emif addresses are public.ecord7. if you do not want gar &•null address released In response to a public -records request, do trot send deamic mailtothisentity. Instead. contact ita office by piton& or by tradb anal mall. If you have any graitlOrte, p1e3164 donbct 650.497.2395. "'UMarc to Section 4SS.27S(1). Ronds SuhAes, affective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an awl address r they he" one. The ernalls provided may be used for olfictill commrWoUn wi oth theIlQrisw However email addresses are public raw It you do not wish to supply a personal address, please provide the Department with an ernall addrw which on be made available to the public To 4erem4rre if you are a IlWrAS under Chapter 4S5, P.S., please dick b UL, product Approval Aoceieta: iNIN®N CrcdiISArFE https:// www. floridabuilding.org/pr/pr app_lst.aspx 7/20/2015 Florida Building Code Online Page I of 2 Regulation ROODW MO airs IM I top to I User Regm6athn l bt TOPIG Subra 5urthaMe Stats a Facts PubUMUOria PBC Staf ( ScIS Site HaP UMa Search Bus I . Pro essi I Product Approval Pubatlher Regulation AR01o11Galiia > AyyRmtian oataa FL p FL15216-112 Application Type Revision Code version 2014 Application Status Approved Comments Archlved Product Manufacturer InterWrap, Inc. Address/Phone/Emall 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mWpas®lnterwrap.com Authorized Signature Eduardo Lozano elozano@lnterwrap.com Technical Representative Eduardo Lozano Address/Phone/Emall 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 11117/201S Validated By John W. Knezevlch, PE 9 Validation Checklist - Hardcopy Received Certificate of Independence A rS216 R2 COI 201S 01 01 Nieminen.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 1S07.9.5 T1507.8 https://www.floridabuilding.orglprlpr app dtl.aspx?param=w('EVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Sutiieiartr of Products FL S Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments _ Limits of Use Installation Instructions FLI S216 R' 11 2015 04 FINAL `e I" TE WRAP RHINOenna Fl , cUa. Approved for use In HVHZ: No R2,oef Verifled By: Robert Nieminen PE-59166 Created by Independent Third Party: YeS Evalustion.Reports WS216 R2 AE 2015 04 ANAL ER NTFRWRAP RMNOR60FA155216- Approved for use outside HVHZ: Yes Impact Resistant: WA Design Pressure: WA other•. See ER Section 5 for Umits of Use. S2.pdf — Created by Independent Third Party: Yes Merdt . Pharr. ASa-ae1.I M The Stet of Florlda is an AA/ff0 empbyer, •- ':; . .. Refund Statecment Unger FWWa law, emso address" are pub k recoeft If you do not want your e-mail address released In response to a publk-records re hies, ao not seed 06C&MIC man to Mt9 eMlty. Instead, contact tie ofte by phone or by traditional mac. It you have any questions, please contact eSO.4e7.139S.-PaivaM to Season aSS.2N1I. P4rWa Statutes, eRecUve Oc oeer 1. 2012, etenxes licensed undr Qraptr aSS. F.S. must provide Ma OepaMr*M with an emit sa*gn U May have one. The emaas provided may the and lbr oRklal aorteniNeUon nth the acensea. tbwoW emat aedresars are public record. U you do not wish tosupplyapersonaladdress, please provide Om OaOortyan MM' al,dm0 aderKs which an be tnNe avatatla su the pubes To determine If you are a ikensee under CAapOar please dldc; Product Approval Acceptor Cledi l SAFE https://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 QOTFuNITYIERD FVALtlAT1ON REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNiT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-R2 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 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 5th Edition (2014) Florida Building Code sections noted herein. DEscwPnoN: RhinoRoof Underlayments LAGELING: 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. ADvER ISEMENT: 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 szea40 4 L= 4''l, The Gdm4 wl appetr t was autlnAad br Robert Nbmheq, s-'Jk1 PE on 04/2T/201S: Thb doer not tare at an eleara knIN SW" 7/hraltltt• . doormen Signed, sealed tordooplee have been truumitted to do Product Approval Administrator and to the named diet[ CERTIFICATION OF INDEPENDENCE: 1. Trinity)ERD does not have, nor does it intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. rTR.INITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhlnoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance Is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3,1507S.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3,1507.95 on Heating 1507.23, 1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST3509) Physical Properties 10OS39395COQ-002 10/27/2011 ITS (TSTiS09) Physical Properties 100539395000-006 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 0226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in.various other sizes. S. UMfTATiONS: SA This is a building code evaluation. Neither TrinityJERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use in the HVH2. 5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product SA RhinoRoof Undedayments 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: TABLi: is ROOF Coven OPTIONS AspNail-On Tile Foam -On Tile Metal Wood Shakes Slate or Underlayment Shingles Ss & ShinglecSimulatedSlateRhlnoRoof U20 Yes No No Yes Yes No 5. 6 Exposure Umitations: 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 04869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140SIMOL12-112 Certii icote ojAuthorizatlon 09503 FLILS216- 112 Revision 2: 04/27/2015 Page 2 of 3 QOTRINIWIERD 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. A 'RhlnbRoof'U20:. 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVH2 nails & 1-5/9' diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Sinble 1 avbr3 Reef 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 undedayment 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 DoublelaVer-2:17<Roof-Slooe<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 CIA entity for information on plants covered under Rule 61G20.3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) S20-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140SIOAL12-R2 CeMJical a 0jAuMor1r0c0n #9503 R IS216-R2 Revision 2: 04/27/201S Page 3 of 3 QOTRINITYJERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certipcote of Authorization #9503 353 CHRISTIAN STREET, UNIT 813 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 14OS30.02.12-R2 32923 Mission Way FL15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada 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 5"h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LASEUNG: 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 DCAANE1983 Dhatrteu,M -- v.r`,QF.Ixo-sass•- _; . r'ti' -STAa The 6a Ile teal ap"aft ws audwized by Robert Nambwk aNl,'',. PE on 04/27/20M This does not ten. as an eleetia Ice* $%ted a nuuitws~ docurtret. signed, waled Mrdmpb have been trammLLted to 1M Product Approval Administrator and to the mnwd diem CurnFICATION OF INDEKNOENCE: 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 Nleminen, 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 IERO 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. QOTRINITYIERD ROOFING COMPONENT EVAWATiON: 1. SCOPE: Product Category: Roofing - Sub- Category: Underlayment Compliance Statement: RhincRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance Is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1S07.23,1507.53, 71507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM 0226 2006 1S07.83,1507.93,1507.9S on Heating 3507.23,1S07.5.3,1507.83, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, DImenslonal Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ•006 10/27/2011 ITS (WIS09) Physical Properties 100539395COQ-002 10/27/2011 ITS (TSf1509) Physical Properties 10053939500Q-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PROOuCT DESCRIPTION: 4.1 RhlnoRoof U20 Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM 0226, Type I or Type II felt or 04869 Type II felt. RhinoRoof Underlayment is available In 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.6 5.6.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nleminen, 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. This Evaluation Report is not for use in the HVH2. 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 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. Allowable roof covers applied atop RhinoRoof Underlayments are follows: ROOF CovER Opnous Underlayment Asphalt Shingles I Nail -On Tile Foam -On Tilt Metal Wood Shakes . Shingles Slate or Simulated Slate ' RhlnoRoof U20 Yes No I No Yes Yes No Exposure Limitations: 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 Umitations set forth in Section 5 herein and the specifics noted below. 6.2 Install Rhinoltoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140S30.02.12at2 Certl/kote Of Authorlwdon A9SO3 RIS216-RI Revision 2: 04/27/201S Page 2 of 3 Q0 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. I.A. RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVH2 nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Haver. Roof SIoDe> 4i12i End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 44nches. 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 Doubt .Laver 2.12,< Roof Stone <4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-Inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted In 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for Information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTiTY: Intertek Testing Services NA Inc-ETL/Warnock Hersey — QUA1673; (604) 520.3321 END OF EVALUATION REPORT - Exterior Research and Deslgn. U.C. Evaluation Report 140510.02.12-R2 Cet#kote o/AuthorizoNon #9503 FUS216-RZ Revision 2:04/27/201S Page 3 of 3 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: 407.4213106 UES Project No: 0110.1401008.0000 Workorder No: 9338844-5 Report Date: 11/8/2017 In -Place Density Test Report 7- a 18,-7 Client: .. UES Technician: Chase Key2600LakeLucienDriveSuite350111! Maitland, FL 32751 r ,0ODate Tested: 11/08/2017 Project: Thornbrooke 40s 8 50s, SF House Lots Area Tested: Lot 2021(36r7iM st1yACroue4Lang) Tyne of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density per Moisture Density per Moisture 1 Compaction 1%1 inch) or Fall 13 North Footing 0-1 ft 108.3 10.7 112.4 9.7 104 N/A Pas: 14 East Footing 1-2 ft 108.3 10.7 113.9 9.2 105 N/A Pas: 15 1 Center of lot (TOF) 1 1-2 ft 1 108.31 10.7 1 111.0 1 5.9 1 102 1 N/A I Pas: Remarks: (TOF) = Top of Fill TA n M0. :wA o .n..1..n1 —MM:— {n 0 lAn O..AI:.. —4 n.....nA.n.. oll nnnnAn .inn ....An W—f nn nnnF.inn/:.il n.nnn.A. nnrl ..../Anri nlinn UNIVERSAL UES Pderect 0 0110.1 4 1008.0000 WorkENGINEERINGSCIENCESReportDate: 11/8/2017 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Thre¢hold InspectionEaBuildingInspection -Plan Review -Building Code Administration / O3532MaggieBlvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: UES Technician: Chase Key2600LakeLucienDriveSuite3$0 J Maitland, FL 32751 r, 1, "date Tested: 11/08/2017 DILIProject: Thornbrooke 40s & 50s, SF House Lots Area Tested: Lot 201 stviG_rieuea a ai)11111>• Tyne of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density pcf) Moisture Density per Moisture Compaction inch) or Failou1i%1 1%1 10 South Footing 0-1 n 108.3 10.7 111.6 5.8 103 N/A Pas: 11 West Footing I 1-2 ft 108.3 10.7 108.8 7.1 100 N/A Pas: 12 Center of Lot (TOF) 1-2 ft 108.3 10.7 114.0 7.9 105 N/A Pas: Remarks: (TOF) = Top of Fill 1 9 Tnn.nAl:e1. .n..... ... ,,.,:.t,• . .. 0-hU...,n.4 1..n.n1. nll ..,...... ..r. ..I..n:Nn.1 ' ...nti,.nn.:nr n...nn.h...l.t..r . I:nnle nn.i: n...Hn.:. •/:n U N I V E R S A L UES Pderect o. 0110.1 4 1008.0000 WorkENGINEERINGSCIENCESReportDate: 11/8/2017 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 In -Place Density Test Report 7- A l 8s Client: r--U,ES Technician: Chase Key 2600 Lake Lucien Drive Suite 350 I L, (l Maitland, FL 32751 r'GJ r- Date Tested: 11/08/2017 ts'Project: Thornbrooke 40s & 50s, SF House Area Tested: Lot 200 Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density per Moisture l%I Density per Moisture m Compaction loot inch) or Fail 7 North Footing 0_1 ft 108.3 10.7 112.2 9.4 104 N/A Pas: 8 East Footing 1-2 ft 108.3 10.7 114.2 5.5 105 N/A Pas: 9 1 Center of Lot (TOF) 1 1-2 ft 1 108.31 10.7 1 112.5 1 8.8 1 104 1 N/A I Pas: Remarks: (TOF) = Top of Fill Tn nnlnAl:n1. n —.l..nl nm/nn/:nn #- f oh- G..HI:n nail n.....nf— nll --#A — —A.. W-4 nn n.nn—N, nl —, nl:nnln nnil n./hnri.nl:nn 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: 9338844-2 Report Date: 11/8/2017 In -Place Density Test Report 17-a%814 Client: UES Technician: Chase Key 2600 Lake Lucien Drive Suite 350 L. f 7_ Maitland, FL 32751 / IIre- Area c -Date Tested: 11/08/2017 Project: Thornbrooke 40s & 50s, SF House Lots Tested: Lot 1991( t7.91Mi_sty&G_royeALan-egam Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density pd) Moisture 1%) Density per Moisture 1%1 Compaction 1 inch) or Fail 4 West Footing 0-1 ft 108.3 10.7 108.9 6.5 101 N/A Pas: 5 South Footing 1-2 It 108.3 10.7 105.6 7.3 98 N/A Pas: 6 1 Center of Lot (TOF) 1 1-2 ft 1 108.31 10.7 1 114.1 1 7.7 1 105 1 N/A I Pas: Remarks: (TOF) = Top of Fill Tn nwlnhl:nh n .n../..nl win nn/:nn M 1 /ni..nnnnl n nl:nn/n Ihn O..hl:n nnil n...V.nl..nn nl1 mnnA.. n. r..h.n:Nn nw nnnliannl:nl ninnn.r.. ni n... nlinnl.. nn.1 n../hn.:+n/:nn 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: 9338844-1 Report Date: 11/8/2017 In -Place Density Test ReROlrt l-?-",2,1$-3 Client: _ U,ES Technician: Chase Key 2600 Lake Lucien Drive Suite 3 Maitland, FL 32751 50 Da'te Tested: 11 /08/2017 I Project: Thornbrooke 40s & 50s, SF H Gse Lots Area Tested: Lot 1980831Mis Iffi ov7Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density per Moisture 1% 1 Density per Moisture l% l Compaction I inch) or Fail 1 South Footing 0-1 It 108.3 10.7 113.2 6.8 105 N/A Pas: 2 West Footing 1-2 ft 108.3 10.7 114.0 9.0 105 N/A Pas: 3 1 Center of lot (TbF) 1 1-2 It 1 108.31 10.7 1 110.7 1 11.1 1 102 1 N/A I Pas: Remarks: ( TOF) = Top of Fill Tn nn/nhl:nh n M..h..il nT{Al./:nn /n 0 M. D..hlJn and n..n..nl..nn nl/ .nnnd.. - n..h.wiNnd an nnnl dnn/io/ n.nnnd.. n! n..• n1:nn1.. and n..Ihnd—/Jnn F CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1-1 - 2is Documented Construction Value: Job Address: A4-7 Eico.E, l_J J Historic District: Yes No 0 Parcel ID: Residential E5 Commercial Type of Work: New 13 Addition1 Alt era tti on Repair j l DemoEl Change joff Use /M Move Descrit)tion of Work: I to n 11 I t&i F 41 I'_ I Y lto T >j;.4 `) (=JrR `. Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name I I i l' , Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name C- LPhone: B-7 ICIC1O j I I Street: Fax: 1-- 0-76FIS 1 ©02 s C City, State Zip: l —7 -7 1 State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARIN'ING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVENIENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TOE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WVITH 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 IOSJ Shall be inscribed with the date of application and the code in effect as of that date: 5'A Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application M3 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 l 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 aa&=,. ng. signature of Oener/Agent Print Oumer/Agent's Name Date Signature of Notary -State of Florida Date Date Print Conthktor/Anent t Name STEPMANIE RALLO Commission # FF 175017 Expires November 9, 2018 eaw" twu Tmtr Fab h-000315 rate Owner/Agent is Personally Known to Me or Contractor/Agent is I Personally Known to Me or Produced ID Type of ID Produced ID Type of fD BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Alin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COI\DIIENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDINIG: Revised: June 30. 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: 112-21 Documented Construction Value: $ LoWO 60 Job Address: oLU Historic District: Yes No L J Parcel ID: Residential Commercial Type of Work: Ne%v L] Addition Alteration Repair Demo Change of Use Alove Description o Work: I ` te e c Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name; ' Q' t Phone: i%—1 UC C 111 Street: Fax: Y0-76f_ S i 00 City, State Zip: Pr 'l %-71 State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Alortgage Lender: Address: WARNING TO OANNER: 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 TOE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30. 2015 Pertnit Application l NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pern it 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 subminal. The actual construction value mill 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. OWI'ER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a 'ng. Signature of Oumcr/Agent Date Print Omer/Agent's Name Signature of Notary -State of Florida Date Date Print Cotlu9Etor/Aaerg% Name Signature o l a e NIE t3ALL0 Commission # FF 175017 g Expires November 9, 2018 GOWA Rn TOVFrmtmvm"1IM41"19 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:_ CONIMEENTS: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTIONTDPERMITAPPLICATION Application No: ] :] .- ?J P.6 Documented Construction Value: S L0200 Cyr Job Address: 3 5 11' L 1ZC cox . UL I Historic District: Yes No LJ Parcel ID: y Residential Q/Commercial Type of Work: New L J Addition Alt era tt i on Repair[] Demo[] Chha n,ge of Usee J Move Descri[ ltion of. Work: I s-Q I l lL w FI[_( .'1`f lr_ I Y ILA _.ICI J Plan Re%riew Contact Person: v Title: Phone: Fax: Email: Property Owner Information Name Q1. Mn if I^ 12, Phone: Street: City, State Zip: Resident of property? : Contractor Information Name Phone: B% I L4 L.6 ( I I ±i Street: r9 Fax: City, State Zip: 1 f/ l -71 State License No.: Ff Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Alortgage Lender: Address: WARNING TO OW'NIER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEAIENTS TO YOUR PROPERTY. A NOTICE OF COhIAZENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENrDER 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, Hells, 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: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, thcre 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 govenmmental 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 rcquired 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 mill 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 pen -nit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work «'ill be done in compliance with all applicable laws regulating construction ng. Signature of 0-Aver/Agent Date Print O%%rer/Agent's Name Signature of Notary -State of Florida Date Date Print CbutrActor/Aacrat Name STEPHANIE RALLO Commission # FF 175017 Ezolres November 9, 2018 Owner/Agent is Personally Known to Me or Contractor/Agent is I Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2015 Pemtit Application CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: Documented Construction Value: $ Lo200 Job Address: ?ot 5_4 Giz y LICJ Historic District: Yes No LJ Parcel ID: Residential [] Commercial Type of Work: New L-J Addition Alteration Repair Demo Change of Use Moire Description o Work: I f tovfd I I C I k 10 r /16Ya Plan Reiriew Contact Person: Title: Phone: Fax: Email: Property Owner Information Name r_iki Cy' Orrl .r o Phone: Street: Resident of property? City, State Zip: Contractor Information Name , Q L tq Phone: G 7—IL40C.0 1 It Street: Fax: L-40-7s585 1 ©dZ City, State Zip: State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: _ Mortgage Lender: Address: WARNING TO OR'NER: 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 conunenced 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 Frith the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application 1\0TICE: hi 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 «ll •i be done in compliance with all applicable laws regulating construction apdzooLng. Signature of Owner/Agent Print O%vur/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Date Print Co tra for/Age t$ Name Signature of Not& e v' , STEPHANIE RALLOfit°: Commission # FF 175017 P.Expires November 9.2018 to gpdolilwTmrftlnumnrice0 Contractor/Agent is Personally Known to Me or Produced lD 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: Alin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30.2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: ' 2 4817) Documented Construction Value: S Lo20i5 6 Job Address: _J1 1 1 1 1,`'I l f LlA1 L..11_ Historic District: Yes No 0 Parcel ID: -Residential E Commercial 1-113y Type of Work: New Addition Alteration Repair 0 Demo Change of Use Move Description of Work: I ' ` acitr c1jLbo Plan ReAriew Contact Person: Title: Phone: Fax: Email: Property Owner Information Name crr,,na Phone: Street: Resident of property? City, State Zip: Contractor Information Name ' J' Phone: B X4(1D 11 I '2 Street: Fax: qC—L.585 1002_ City, State Zip: State License No.: 24 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fab: E-mail: I%lortgage 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 COMAIEN'CEMENT MUST BE RECORDED AND POSTED ON TILE 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: 5i° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application A NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental eutities 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. ONNINER'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 ng. Signature of Ourer/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Know-n to Me or Produced ID I Type of ID Date Print Co trictorMeent'k Name Sighatur`e oiFlotaryVtate of Florida Date STEPHANIEf*'X ;% Cotnmission # FF 1775017 Expires November 9, 2018 aadpiar.ur i ansa°to Contractor gent 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: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Allin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: C01 BIEENTS: UTILITIES: ENGINrEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30.2015 Permit Application Ar N CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION All Application No: a Documented Construction Value: $ 5752 Job Address: 367 Misty Grove Lane Historic District: Yes No Parcel ID: (Thornbrook Lot 202) Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.0 ton HVAC with duct work (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: adlyn.rodriguez(aD-onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit trust 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: 516, Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application 1* CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I _1-at 9 Documented Construction Value: S 4907 Job Address: 371 Misty Grove Lane Historic District: Yes No Parcel ID: (Thornbrook Lot 201) Residential ® Commercial Type of Work: New ® Addition Alteratlon Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC with duct work (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: adlyn.rodriguez .onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on tale 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 fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g S,6titstructi On and zoning. Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Ie 12/28/17 Kevin Stine Print Con ctor/Agent's Name A f Signatureo'%Awlkadu Late KELLY WEBSTER Notary Public - State Of Florida COmmiselOn I FF 978034 MY Comm. Explres Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Age if, s 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 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Pennit Application 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l 01-040015 Documented Construction Value: S 4877 Job Address: 375 Misty Grove Lane Historic District: Yes No Parcel 1D: (Thornbrook Lot 200) Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC with duct work (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: adlyn.rodriguez .onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: _ City, St, Zip: E-mail: Bonding Company: Address: 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: S1° Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application s NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner orthe 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 fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g 96nstructipn and zoning. It—k=I P.—Ie 12/28/17 Signature of Owner/Agent Date Si nature of ontractor/Agent Date Kevin Stine Print Owner/Agent's Name Print Con ctor/Agent's Name Signature of Notary•State of Florida Date Signature o' to KEUY WEBSTER s Notary Public •State of Florida Commission N ff 978034 left t My Comm. Explres Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A e t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4907 Job Address: 379 Misty Grove Lane Historic District: Yes No Parcel ID: (Thornbrook Lot 199) Residential ® Commercial El,. Type of Work: New ® Addition Alteration Repair Demo Change of Use Move s Description of Work: Install new 2.5 ton HVAC with duct work (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: adlyn.rodriguez@onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: S'° Edition (2014) Florida Building Code Revised: Jude 30. 201S Permit Application 1% NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of rite 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 be done in compliance with all applicable laws re Signature of Owner/Agent Date Print 0%vner/Agent's Name Signature of Notary -State of Florida Date ing information is accurate and that all work will g gtStitstructipn and zoning. Kevin Stine Print Con ctor/Agent's Name signatureo' to 12/28/17 Date KELLY WEBSTER Notary Public - State of Florida Commission N FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A ei t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 201 S Pennit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I Documented Construction Value: $ 5752 Job Address: 383 Misty Grove Lane Historic District: Yes No Parcel ID: (Thornbrook Lot 198) Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.0 ton HVAC with duct work (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: adlyn.rodriguez .onestopcoolinq.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? , City, State Zip: Maitland, FL 32751 Name One Stop Cooling and Heating Street: 7225 Sandscove Count Contractor Information Phone: 407-975-2762 Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfonned to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as or that date: 50 Edition (2014) Florida Building Code Revised: June 30.2015 Pertnit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the 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 foi be done its compliance with all applicable laws regul Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date information is accurate and that all work will i'tstructipn and zoning. silptaturc of ntroctor/Agent Kevin Stine tor/Agent's NameC Signature o to 12/28/17 Date KELLY WEBSTER Notary Public . Stets of Florida Commission # FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A ei t 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: COMMENTS: BUILDING: Revised: June 30, 2015 Pen»it Application Revision i f of rCtyoSaod Response to Comments ) Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.SlS2 Email: building@sanfordfl.gov Permit # 17-;Ug3 THRU 17- Q(g? Submittal Date 1/4/17 Project Address: Thornebrooke Townhouse LOTS Af - 20'?,- E Contact- Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: 'Row General description of revision: Window Products Revised to Plygem ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building 1 Laura Barkman From: Lawrence Yip Sent: Thursday, December 21, 2017 3:01 PM To: Bernard Pallardy; Ronald Haner; Kim Carter Cc: Laura Barkman; Sean Cowdery Subject: RE: Lots 203-210 building 4 Okay, will do ----- Original_Message----- tv6cryL From: Bernard Pallardy Sent: Thursday, December 21, 2017 2:49 PM To: Ronald Haner <RHaner@taylormorrison.com>; Kim Carter <KCarter@taylormorrison.com>; Lawrence Yip lyip@taylormorrison.com> Cc: Laura Barkman <Ibarkman@taylormorrison.com>; Sean Cowdery <SCowdery@taylormorrison.com> Subject: RE: Lots 203-210 building 4 La r, Can you assist with this ASAP. The remaining lots/Bldgs. are 203-210, 211-218, 198-202, 257-263, 271-276. Ron, do we need to submit to Sanford or do you need electric or hard copies to the field. Please advise. i 7- off! Y3 Thanks 8y Bernie a 7 - o? I r5 7-atef Original Message ----- From: Ronald Haner Sent: Thursday, December 21, 2017 2:44 PM To: Kim Carter <KCarter@taylormorrison.com> Cc: Bernard Pallardy <bpallardy@taylormorrison.com>; Laura Barkman <Ibarkman@taylormorrison.com>; Sean Cowdery <SCowdery@taylormorrison.com> Subject: Lots 203-210 building 4 Good afternoon Kim, We need plygem product approval for the windows on this building and all of the other buildings they have MI product approval. This is holding up window inspections. Thanks for your help with this. Sent from my iPhone i Florida Building Code Online RECORD COPY Page 1 of 3 L li ProfessionalBusiness & FA rl r y SCIS Home I log In I User Registration j Hot Topics Submit Surcharge Slats 6 Facts Publications I FBC Staff I SCIS Site Map Links I Search I FlA(Kla r Product Approval Qaayp a I USER: Public User ti um Product Aooroval Menu > PfoAuQ or Aoolkation Search > Application List > AppllWtlon Detail FL # FL16103-R8 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 Ply Gem Windows Address/Phone/Email 433 N. Main St. JIB ON Rocky Mount, VA 24151 614) 532-3596 REV luanne.harris@plygem.com Authorized Signature Adam Blomberg ablomberg@plygemwindows.com FORDRepresentative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows 2 1 8 3 # 17 2 g Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Standard AAMA 506 AAMA S06 AAMA/WOMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WOMA/CSA 101/I.S.2/A440 Method I Option A 10/27/2016 10/31/2016 Year 2006 2008 2005 2008 2011 littps://www.(loridabuilditig.org/pr/pr_app_cltl.aspx?param=wGEVXQwtDgvyf4iigAXh 100... 1/2/2018 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 11/0S/2016 Date Revised 12/20/2017 Summary of Products FL # Model, Number or Name Description 16103.1 Ply Gem 1500 Single Hung, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16103 R8 C CAC N10113S0.01-R3.odf Approved for use outside HVH2:: Yes FL16103 R8 C CAC N1011350.02-R3.odf Impact Resistant: No FL16103 R8 C CAC N1011350.04-R3.odf Design Pressure: N/A FL16103 R8 C CAC N1011350.05-114.odf Other: Refer to installation detail for sizes, configurations FL16103 R8 C CAC N1011350.06-111odf and ratings. FL16103 R8 C CAC N1011350.07-R3.odf FL16103 R8 C CAC N1011350.08-R5.odf FL16103 R8 C CAC N10113S0.11-114.0f FL16103 R8 C CAC N1011350.16-111odf FL16103 R8 C CAC N1011350.20-113.odf FL16103 R8 C CAC N1011350.21-R3.odf FL16103 R8 C CAC NI011350.22-114.odf FL16103 R8 C CAC NI011350.25-R3.odf FL16103 R8 C CAC N1013370.02.odf FL16103 R8 C CAC N1013370.03.odf FL16103 R8 C CAC N1013370.04.odf FL16103 R8 C CAC N1013370.05.odf FL16103 R8 C CAC N1013370.06.odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103 R8 II PGW181 SS 2016-10-20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16103 R8 AE PER4494 SS 2016-10-20.0df Created by Independent Third Party: Yes 16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVH2:: No FL16103 R8 C CAC NI011350.01-R3.odf Approved for use outside HVH2: Yes FL16103 R8 C CAC N1011350.02-R3.odf Impact Resistant: No FL16103 R8 C CAC NI011350.04-R3.odf Design Pressure: N/A FL16103 R8 C CAC NI0113S0.05-R4.odf Other: Refer to installation detail for sizes, configurations FL16103 R8 C CAC NI011350.06-R3.odf and ratings. FL16103 R8 C CAC N1011350.07-111odf FL16103 R8 C CAC NI011350.08-115.odf FL16103 R8 C CAC NI011350.11-R4.odf FL16103 R8 C CAC NI011350.16-111ndf FL16103 R8 C CAC NI011350.20-R3.odf FL16103 R8 C CAC N1011350.21-R3.odf FL16103 R8 C CAC N1011350.22-R4.odf FL16103 R8 C CAC NI011350.2S-R3.pdf FL16103 R8 C CAC N1013370.02.odf FL16103 R8 C CAC N1013370.03.odf FL16103 R8 C CAC N1013370.04.odf FL16103 R8 C CAC NI013370.05.odf FL16103 R8 C CAC N1013370.06.odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103 R8 II PGW182 AT 2016-10-20.pf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16103. 3 Ply Gem 1500 Single Hung, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16103 R8 C CAC N1011350.12-R2.odf Approved for use outside HVH2: Yes FL16103 R8 C CAC N1011350.14-R2.odf Impact Resistant: Yes FL16103 R8 C CAC N1011350.24-R2.od( Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations 11/30/2022 and ratings. Installation Instructions FL16103 R8 II PGW183 SS 2016-10-20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16103 R8 AE PER4495 SS 2016.10-20.odf Created by Independent Third Party: Yes hops:// www.(loi-iclabLiilding.org/pr/pr_app_dti.aspx?param=wGEVXQw(Dgvyf4iigAXii 100... 1/2/2018 Florida Building Code Online Page 3 of 3 16103.4 1 Ply Gem 1500 Limits of Use Approved for use in HVHt: No Approved for use outside HVHX: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Single Hung, Impact (As Tested) Certification Agency Certificate FL16103 R8 C CAC N1011350.12-R2.odf FL16103 R8 C CAC NI011350 14-R2 odf FL16103 R8 C CAC NI011350.24-R2.odf Quality Assurance Contract Expiration Date 11/30/2022 Installation Instructions FL16103 R8 II PGW184 AT 2016-10-20.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: sack Hdat Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2011 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 repuest, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad. If you have any Questions, please Contact 850.487.139S. 'Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emads 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 click here . Product Approval Accepts: a 9.510 Credit Card Safe littps://www.floridabLlilding.oi-g/pr/pr_app_dtl.aspx?param=wGEVXQ%vtDgvyf4ngAXh 100... 1 /2/2018 INSTALLATION NOTES. 1 ONE Ill INS7AU AT10N ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2 1 H I NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSIALLA71ON OF THE MAXIMUM SIZE LISTED. 3. INS7ALl INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF _1/2 INCH 111 . WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE N07 CUMULATIVE FROM ONE INS7ALLA71ON ANCHOR 70 THE NEXT. 4. SHIM AS REQUIRED A7 EACH IN57ALLATION ANCHOR W17H LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE I/& INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS SHIMIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING USE JOB WOOD SCREWS OF SUFF ICIEN7 LENGTH ICI ACHIEVE 11/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE W17H ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL N07 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPAC171ES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES A WOOD • MINIMUM SPECIFIC GRAVITY OF O.SS. PLY GEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW NON -IMPACT) AS TESTED GENERAL NOTES' I THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE IFBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/1.S.2/A440-05/08/11 2. ADEQUACY OF THE EXIS71NG STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESIS71NG SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDA71ON IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL• PVC 7 GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 B INSTALLATION 6 GENERAL NOTES 2 A ELEVATIONS 6 ANCHOR LAYOUTS 3 A ANCHOR SCHEDULE 4 A VERTICAL SECTIONS 5 A HORIZONTAL SECTIONS 6 A 6LAZIN6 DETAILS OVERALL SIZE MAX. DESI6N PRESSURE 6LAZIN6 TYPE MISSILE IMPACT RATINGWIDTHHE16HT 35.15/16• 84• 50/-50PSF TYPE 61 NON.IMPACT 40' 72' 50/- 50 PSF 48' 72• 50/-50PSF 52.1/8' 62- 50/-50PSF 53' 7r 50/- 50 PSF H• 77-1/B' 40/. 40 PSF 53' 77.1/8• 40/. 40 PSF 48.1/160 95-1511V 30/- 35 PSF 48.111V 95.15/16' 25/.30PSF 73 1511V 35/- 35 PSF 7315/1V 50/. 50 PSF 77.1/B' 40/- 40 PSF TY E 62N74-1/16' 50/- 50 PSF 73.1/r 35/- 35 PSF 6115/16' 35/- 35 PSF TYPE 63 1 3.1/2• 30/.30PSF 40.1/16- 72' 25/- 35 PSF 43.15/16' 77.1/8' 25/- 25 PSF PLYWINROWSGElvll 433 N w Im ST.. Po lox 559. lo[[Y A40MT. VA 24151 PH 540-414.1348 FX. 540A94•66113 O m Z y181 U A o N;goW Z u Of = W G V7 LLu- ZZ W b dQ WF- p o n 5. a0 m V) co _ ca 3 _= Nzopv Dw& M PGW182 SHEET: 1 OF 6 UNIT MAX. WIDTH 53' D.L.o MAX. WIDTH 481 -- B C 1 1 01 D.L.o1MAX. 6 ' HEIGHT 5 352' S t UNITMAX I q Mr HEIGHT 1 / 77e' SASH MAX. / HEIGHT X- 3B 1 1 A D 4 4 SASH MAX. WIDTH 50 6' TYPICAL ELEVATION 53' x 77.1/8' UNIT UNIT MAX. WIDTH 4816' D.L.O MAX. FWIDTH 43' 1 1 A D 4 4 SASH MAX.' WIDTH 456 TYPICAL ELEVATION 53' x 77.1/8' UNIT NOTE: SEE SHEET 3 FOR ANCHOR SCHEDULE OF ALL QUALIFIED UNIT SIZE AND DESI6N PRESSURE COMBINATIONS. CORNER, TYP. I 7 4' FROM TYP 4 CORNER, TYP. r 54' FROM 1i O C., CORNER, TVP. CORNER, TYP. CORNER, TYP. jt' T I T 1 p• ANCHOR AT 0. L O' Al MIDSPAN, TYP L 16' O.C.. TYP. 7Z O.C., I 01 ryP Il X• INSTALLATION X. ANCHOR, TVP. u INSTALLATION ANCHOR, TYP. ANCHOR LAYOUT FIN INSTALLATION 53' x 77.1/8' UNIT ANCHOR LAYOUT FRAME INSTALLATION 53' x 77.1/8' UNIT 6'FROM INSTALLATION CORNER, TYP. ANCHOR AT CLIP, TYP ANCHOR LAYOUT CLIP INSTALLATION 53' x 77.1/8' UNIT ob PLy GEM 1WINDMS 11 N MASH $%F0 sox 559. ROCK/ MOIM, VA 24151 PII 5. 044-048 Fx- 5.0P.4.4 II p2 N g utt4i g N IpO v ii Fw•I2 j V1J.< Vim- 4b o m Z(m . Z o K o<( w w o O Z co way o uF oG iu F m Z N Y U. ( f 0o gi ux u2 DWG Ct: PGW182 SHEET: 2 OF L PLy GEMNINDO'.t'S US H -t" ST. ro box 5". ROCKY AWL.". Y. 2.151 M''NO•U..U4 f%• SU•4.•6U2 O n Z u§ 1 3W H NmA J W0ic O<LL Or WW V1 2 W (pZ 1U D m W At wayd f C o O m Z O o N a I--1 0 w w o K n 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. r 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL. 1 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT I.E. FRAME INSTALL AT HEAD d JAMBS, FIN INSTALL C) AT SILL) Z k muf m2 W.1 F m c$ 3i u2 u2C PGW182 SHEET: 3 OF 6 SERIES 1500 SINGLE HUNG WINDOW •ANCHOR SCHEDULE UNIT SIZE DESIGN PRESSURE INSTALLATION TYPE d ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SI CONCRETE/MASONRY CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN. EMBEDMENT BY OTHERS 3/4' MIN PLy GEMCAULKBETWEENu8WOODSCREWCAULKBETWEENBWOODSCREWEDGEDISTANCEWINDOWS CONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR CONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR w000 BUCK BY OTHERS n WOOD BUCK BY OTHERS F)w MAIN ST. PO FOX 551. 2X WOOD BUCK 2X WOOD BUCK a 1 1/2" MIN. FOCXV MOLM. V. rum BY OTHERS '..'. 3/4' MIN. BY OTHERS A. ..• • EMBEDMENT EXTERIOR FINISH E06E DISTANCE EXTERIOR FINISH PHS.an.4SnFx.S.a.F...Su BY OTHERS BY OTHERS SILICONE SEALANT I SILICONE SEALANT O n x BY OTHERS i BY OTHERS z u1Lo Sgz 3 v 8 w 1 1/4'MAX. SHIMSHIM SPACEF 1/4' MAX, w 2 W^ m LL SHIM SPACE Lute C m i 0 A. SEE GLAZING m z i m C UNIT DETAILS SHEET 6 O.A. w o < Z HEIGHT 1 SEE GLAZING _ -/jam-- UNIT HEIGHT of • c U m W oDETAILSSHEET6VSEEGLAZING o Q Z EXTERIOR INTERIOR // DETAILS SHEET 6 EXTERIOR INTERIOR o 1 O p VERTICAL SECTION VERTICAL SECTION 4 HEAD • 2X WOOD BUCK HEAD • 2X WOOD BUCK A BRICKMOULD FRAME • FIN INSTALLATION BEVELED FRAME • FRAME INSTALLATION OSEEGLAZING1 O WDETAILSSHEET6SEE6LAZIN6 DETAILS SHEET 6 I SEE GLAZING H Z O1 i W V oIVERTICALSECTION oErAILssHEEr6 EXTERIOR p INTERIOR EXTERIOR 1 INTERIOR 0 g O.A. pl MEETING RAIL UNIT TYPICAL O.A. HEIGHT UNIT HEIGHT M I1/4' MAX 1 I 1/4' MAX. SHIM SPACE Z SHIM SPACE QQ 3/4' MIN r EDGE DISTANCE SILICONE SEALANT SILICONE SEALANT BY OTHERS BY OTHERS r EXTERIOR FINISH 1/2" MIN. EMBEDMENT EXTERIOR FINISH By OTHERS BY OTHERS 2X WOOD BUCK 2X WOOD BUCK By OTHERS BY OTHERS CAULK BETWEEN a CAULK BETWEEN CRETE/ MASONRY 6 2X e 8 WOOD SCREW CONCRETE/ MASONRY 6 2X 1 1/2' MIN m m N2 m 2U. OOD BUCK BY OTHERS 3/4' MIN. INSTALLATION ANCHOR WOOD BUCK BY OTHERS EMBEDMENT I* ip 0 z CONCRETE/ MASONRY J EDGE DISTANCE CONCRETE/ MASONRY J:: I WOOD SCREW u BY OTHERS BY OTHERS INSTALLATION ANCHOR OW6 t1: q VERTICAL SECTION p VERTICAL SECTION PGW182 4 SILL • 2X WOOD BUCK 4 SILL • 2X WOOD BUCK SHEET: BRICKMOULD FRAME • CLIP INSTALLATIONLA BEVELED FRAME • FIN INSTALLATION 4 OF 6 11/2' MIN 3/4' MIN. #8 WOOD SCREW EMBEDMENT EDGE DISTANCE INSTALLATION ANCHOR 08 WOOD SCREW INSTALLATION ANCHOR SHIM1M SPACE MAX. •• CONCRETE/ MASONRY /m PLy GEM INTERIOR INTERIOR • BY OTHERS WINUnIYS CAULK BETWEEN CONCRETE/ MASONRY 62X 'QOCKVA6 sr.VA241ffaoan .wuNr, v4 t4D 3/4' MIN. WOOD BUCK BY OTHERS EDGE DISTANCE • / - \ n, 540.4$4.6246 Fx 540.484.60) SEE GLAZING ' 1 DETAILS SHEET 6 1 1 ' • 1 1/2' MIN O n EMBEDMENT QQZ CONCRETE/ MASONRY \ , u`S 3 O .Z. ; g BY OTHERS W Z 'A CAULK BETWEEN ec < chi u CONCRETE/ MASONRY 6 2X I SEE 6LAZIN6 ° X WOOD BUCK '+'_ Lu WOOD BUCK BY OTHERS / DETAILS SHEET 6 BY OTHERS '^ c ; `^ m W • 2X WOOD BUCK o Z a m Z . BY OTHERS EXTERIOR FINISH o G 1021 BY OTHERS '^ _ c < EXTERIOR FINISH EXTERIOR EXTERIOR BY OTHERS SILICONE SEALANT p. F BY OTHERS O.A. O.A. g SILICONE SEALANT UNIT UNIT o BY OTHERS WIDTH WIDTH p $ E HORIZONTAL SECTION F HORIZONTAL SECTION m 5 JAMB - 2X WOOD BUCK 5 JAMB - 2X WOOD BUCK (n BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION 7 Z 1 1/2' MIN. 1 1/2' MIN• O h 08 WOOD SCREW , I EMBEDMENT EMBEDMENT H o INSTALLATION ANCHOR I 1/4' MAX #8 WOOD SCREW V• I SHIM SPACE 1/4• MAX. INSTALLATION ANCHOR H w LL I SHIM SPACE CONCRETE/ MASONRY i Zp BY OTHERS Lu w EDGE DISTANCE' •, INTERIOR INTERIOR WCAULKBETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 1f - \ • . 2X WOOD BUCK BY OTHERS o SEE GLAZING Z CONCRETE/ MASONRY /DETAILS SHEET 6 BY OTHERS / CAULK BETWEEN \ 3/4' MIN. CONCRETE/ MASONRY 6 2X — EDGE DISTANCE gg WOOD BUCK BY OTHERS i SEE GLAZING 2X WOOD BUCK I BY OTHERS ° \ 1 DETAILS SHEET 6 EXTERIOR FINISH 4 40 ` EXTERIOR FINISH BY OTHERS BY OTHERS EXTERIOR EXTERIOR N/ T SILICONE SEALANT O.A. O.A. SILICONE SEALANT m Z N Y 'L < F BY OTHERS UNIT UNIT BY OTHERS c $ o i _ _ Z WIDTH WIDTH u G HORIZONTAL SECTION HORIZONTAL SECTION DWG #• 5 P G W 18 2 JAMB - 2X WOOD BUCK 5 JAMB - 2X WOOD BUCK BEVELED FRAME - CLIP INSTALLATION BEVELED FRAME - FRAME INSTALLATION SHEET: 5 OF 6 0e PLY2Wvwows J11NM PJ ST. F010x 559. ROCCV MOUNT. VA 14151 T91 5JP414•6141 ix 540-464•6 11 O n C w u#$ 7/8' O.A. 3 < 7/8' O.A. INSULATED w Z ru d = x INSULATED ANNEALED LuxANNEALED GLASS NTT EXTERIOR — GLASS UNIT %6 j m EXTERIOR — // \ Z. o Z y & w m 1/2' MIN. TYP. INTERIOR d Q ^ 1/2' MIN BITE INTERIOR GLASS BITE GLASS BITE TWO•SIDED DOW 1199 GLAZING TAPE c $ SILICONE GLAZING DETAIL 1 GLAZING DETAIL 2 m J v Z O° Z N O H F V z o LLJ13/16' O A. L cINSULATED1M ANNEALED EXTERIOR — GLASS UNIT I / \ I z° 1/2' MIN TYP INTERIOR GLASS BITE COMPRESSION GLAZING TAPE GLAZING DETAIL 3 9 n i; W C6 co V, Cc h 1c$ 1103f v uZN DWG #: PGW182 SHEET: 6 OF 6 Florida Building Code Online Page 1 of 2 RegulationBusinessProfessional aCls Home I Log In I User Registration I Mot Topic I subnut Surcharge I slats 6 Facts I Publications I FOC Staff I SCIS site Map finks I search I a bpr Product Approval USER: Public User L Product Approval Menu > Pfpdut[ or Aophcatlon Search > Application List > Application Detail FL # FL16100-RS 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 1 Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg ablomberg@plygemwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 10/27/2016 02/13/20t7 02/14/2017 Year 2005 2008 2011 littps://%vww.noridabuilding.brg/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4iigAXii I Oy... 1/2/2018 Florida Building Code Online Page 2 of 2 Date Revised 10/12/2017 Summary of Products FL # Model, Number or Name Description 16100.1 Ply Gem 1500 Integral Mull (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16100 R5 C CAC N101139S.02-R3 odf Approved for use outside HVHz: Yes FL16100 RS C CAC NI011395.03-113.0 Impact Resistant: No FL16100 R5 C CAC N101 139505-R3.odf Design Pressure: N/A FL16100 R5 C CAC N1011395-R3.Ddf Other: Refer to Installation detail for sizes, configurations FL16100 RS C CAC NI011884.01-R5.odf and ratings. FL16100 RS C CAC NI012583-112 odf FL16100 RS C CAC N1013370.07.odf FL16100 R5 C CAC N1013370 08 odf FL16100 RS C CAC N1013370.09.pdf Quality Assurance Contract Expiration Date 06/ 30/2020 Installation Instructions FL16100 RS 11 PGW191 SS 2017-02-11.odf Verified By: Hermes F. Norereo 73778 Created by Independent Third Party: Yes Evaluation Reports FL16100 R5 AE PER4S00 SS 2017-02-1I.odf Created by Independent Third Party: Yes 16100. 2 Ply Gem 1S00 Integral Mull (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16100 R5 C CAC N1011395.02-111adf Approved for use outside HVH2: Yes FL16100 R5 C CAC N1011395 03-R3 odf Impact Resistant: No FL16100 RS C CAC N101139S.05-R3.odf Design Pressure: N/A FL16100 R5 C CAC NI011395-R3.odf Other: Refer to installation detail for sizes, configurations FL16100 R5 C CAC NI011884 01-R5odf and ratings. FL16100 R5 C CAC NI012583-R2_p&f FL16100 RS C CAC NI013370.07.odf FL16100 RS C CAC NI013370.08.odf FL16100 RS C CAC NI013370.09.gdf Quality Assurance Contract Expiration Date 06/30/ 2020 Installation Instructions FL16100 RS 11 PGW192 AT 2017-02-1 l odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16100 R5 AE PER4501 SS 200-02-11 odf Created by Independent Third Party: Yes back Ncrl Contact Us :. 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1824 The state of Florida is an AA/EEO 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 mad to this entity. Instead, Contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. 'Pursuant to Section 455. 275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for 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 of you are a licensee under Chapter 45S, F.s , please click here. Product Approval Accepts: L970-1 .. RE Credit Card Sale i, ttps:// www.noi-iciabuildiiig.org/pr/pr_app_dtl.aspx?param=wGl7VXQwtDgvyl4iigAXIi I Oy... 1 /2/2018 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3 INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF -1/2 INCH II.E.. W17HOUT CONSIDERATION OF TOLERANCES). 70LERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. o SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING. SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5 FOR INSTALLA710N INTO WOOD FRAMING USE allWOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT IN70 WOOD SUBSTRATE 6 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER. AND SIDING. 7 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING B INSIALLA710N ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUTACIURE R'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W17H 57RENOTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INS7ALLA710N ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WORD • MINIMUM SPECIFIC GRAVITY OF O.SS PLY GEM WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW NON -IMPACT) AS TESTED GENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC). EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO7HE FOLLOWING: AAMA/WDMA/CSA 101/1.5.2/A400-05/O11/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•HVH2 AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC 7. GLASS MEETS THE REQUIREMENTS OF ASIM E 130D-04 GLASS CHARTS. SEE SHEET 2 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 B INSTALLATION 6 GENERAL NOTES 2 B ELEVATIONS 6 GLAZI46 DETAILS 3 B ANCHOR SCHEDULE B VERTICAL SECTIONS S B HORIZONTAL SECTIONS OVERALL SIZE CONFIGURATION MAX DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 35/- 35 PSF 71.1/2' 73.1/2' OX or XO or XX 50/. 50 PSF XX 50/•50PSF 80.1/2' 71.3511V OX or )TO 25/. 35 PSF xX 40/• 40 PSF 84-1/4' 77.1/8' OX or x0 S/• ,S PSF 107.1/2' 73.1/2' XOX 30/. 30 PSF XXX or XXO or 35/- 35 PSF 107.5/6- 73.7/16' OXX or OOX or XOO or oxo or xox 50/. 50 PSF NON -IMPACTXXXorXXOor 107.7/16' 73.7/16' OXX or OOX or XOO or OXO or 25/. 40 PSF xox XXX or XXO or 107.7/16- 77-3/16- OXX - OOX a XOO or OXO or 25/- 35 PSF xox XXX or Xx0 or 109.1/16, 74-1/16- OXX or OOX or XOO or Oxo or 25/- 35 PSF xox Xxx 40/•40 PSF XXO Or OXX or121.1/16• 77.IIIV OOX or XOO - 45/• 45 PSF oxo or xox NOTE. SEE SHEET 2 FOR ALL QUALIFIED CONFIGURATIONS PLy1'JINDGEM 01N5I33. MAIN ST„ F0 box 559. AOCXV MOLNT, VA T.I51 1N S0.444114 Fx:'Na44.6A11 ZO n R p 2Zw, Li TL 3 500 m a t t O=la w2 j N0 m at Wl, lO y j u) yi 3 0<z & Lu pco ulluex J WcomOfQ V— r• i r p u' i a I r1 W V, Z Z N O N O ot H 0 Z LU u H a, W a w V O p O p N u' of µJ N_ m FOD < m2 Z i u U. H c_ o: v= uZ DWG #: PGW192 SHEET: I OF 5 SASH D L 0. MAx. 6 HEIGHT 5 358" E UNIT MAx I s HEIGHT I 7716" 1 SASH MAX. HEIGHT 3716 t I UNIT MAX. WIDTH 12116' D.L.O MAX SASH MAX. WIDTH 358 WIDTH 37z' 4 4 BMW v A A D TYPICAL ELEVATION TRIPLE UNIT SERIES 15W INTEGRAL MULLED WINDOW UNIT TYPE QUALIFIED CONFI6URATIONS TWIN UNITS xx XO OX TRIPLE UNITS xxx xxo Oxx 00x xoo OXO xo% UNIT MAX. F = P Ly G EMWIDTHB44" WINDOWS D L.O MAX. SASH MAX. U) N MAIN 11, 10 WX 555, WIDTH 3714" WIDTH 39 6• Ran 4OUNT. VA 24'51 B C 4 IM: 540464.6)48 FX 54M644U) Z SZ .. u II Q D.L.O. MAX. 6H 3 2 NEI6HT 5 Cr•5 •O' - o F 35• E I 6 F y j3: 6FIXED UNITMAX 5 5 5 W'W m W - D.L. O. MAX. HEI(i T I I I ccM < HEIGHT 72' 776 ^ w c i Z 1UP Wm w Q x eo SASH MAX. £. HEIGHT •%- •X- d a F 3 = = I 10 o 0 D m ~ 4 1n w NOTE: TYPICAL ELEVATION Z SEE SHEET 3 FOR ANCHOR LAYOUTS 6 TWIN UNIT o SCHEDULE OFALLQUALIFIEDUNITSIZE1-4 Z Z w AND DESIGN PRESSURE COMBINATIONS. 0 a 1—( W co a W °o DC z O p N W 7/8' O.A. 7/8' O.A.atU+ INSULATED INSULATED ANNEALED I ( ANNEALED z < tD EXTERIOR GLASS UNIT EXTERIOR I ' GLASS UNIT 1 I p 1/ 2' MIN. TYP. INTERIOR 1/ 2' MIN. TYP. INTERIOR GLASS BITE GLASS BITE DOW 995 COMPRESSION SILICONE GLAZING DETAIL 1 GLAZING TAPE GLAZING DETAIL 2 FOR USE IN ANY LITE FOR USE IN SINGLE HUNG N FIXED OR SASH) FIXED LITES ONLY10 a0 < m Z oN 3^ ii uz DWG . PGW192 SHEET: 2 OF 5 4' FROM Bloc.. ANCHOR, TYP. INSTALLATION 51.' FROM 6• TYP MIDSPAN, CORNER, TYP. r r r P. 541- FROM 47 11 CORNER, TYP. NY fir INSTALLATION4MIDSPAN, X. ANCHOR, TYPX' X' TYP. 'X. J X eTYP 'or L T L-i Li 4' FROM 6' FROM IB' O.C., CORNER, TYP. I CORNER, TYP. TYP. INSTALLATION TYPICAL ELEVATION TYPICAL ELEVATION ANCHOR AT CLIP, TYP FIN INSTALLATION FRAME INSTALLATION 121.1/16' x 77.1/16' UNIT 84-1/4' x 77-1/8' UNIT SERIES 1500INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE UNIT TYPE INSTALLATION TYPE 6 ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEADIJAMBI SILL HEAD JAMB SILL HEAD JAMB SILL 711/2' 73 1/2- TWIN 1800' 800" 8D0' 8.00' MIDSPAN MIDSPAN 1800' 18.00' 16.00' 18.00' 801/2' 7115/16' 8.00- 8.00' B00' MIDSPAN MIDSPAN 18.00' 18.00- 16.00- 1800' 84 1/4" 77 1/8" 8.00' 8.00' MIDSPAN MIDSPAN 18.0D' 18.00' 16.00' 18.00' 1071/2' 731/2' TRIPLE 800' 8.00" 800' MIDSPAN MIDSPAN 18.00' IB.00' 16.00' 18.00' 107 5/8' 73 7/16' Boo, 8.00' 8.00' MIDSPAN MIDSPAN 18 00' 18.00' 16.00' 18.00' 107 7/16" 73 7/16' 8.00' 8OD- 800' MIDSPAN MIDSPAN 18.00' 18.00- 16.00' 18.00' 1077/16' 773/16 800' 8.00' MIDSPAN MIDSPAN 18.00' I800' 1600' 1800' 1091/16' 741/16' 8.00' 8D0' S.00' 00' MIDSPAN MIDSPAN 18.00' 18.00' 16.00' I8.00' 121 1/16' 77 1/16' 8.00' 8.00' 8.00' MIDSPAN MIDSPAN I8.00' 18.00' 16.00' 18.00' I. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING I5 QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2 FOR FRAME INSTALLATION, ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART. 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I E. FRAME INSTALL AT HEAD 6 JAMBS, FIN INSTALL AT SILL) 6* FROM 18 CORNER, TYP. y TYP. TYPICAL ELEVATION CLIP INSTALLATION 84.1/4' x 77.1/8' UNIT 6' FROM CORNER, TYP, 16' O.C., TVP. o PLy GEM WINoaA'S 453 N MAIN ST.. Ip lox 5". 60CKV MOUNT, VA 24151 m: 5m.414.6346 ix. 540.44.6663 Z O 0 Ozw U § 03' g a Nx w=1 i! of Z m C N tOf w m N< 'CoZZ Rp2 F' 1'u m m d Q O n a z H O O g H o of H n ki00 LU R O LUO O 0 N W v+ INSTALLATION N Im< m 2 Z N ANCHOR AT CLIP, TYP. = 3 ti S= u Zc= DWG U: PGW192 SHEET: 3 OF 5 CONCRETE/MASONRY BY OTHERS 1 1/2' MIN. EMBEDMENT CAULK BETWEEN 8 WOOD SCREW CONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS n 2X WOOD BUCK BY OTHERS 3/4' MIN. EXTERIOR FINISH EDGE DISTANCE BY OTHERS SILICONE SEALANT BY OTHERS 1/4- MAX. SHIM SPACE O.A. / UNIT HE16HT CONCRETE/ MASONRY BY OTHERS 3/4• MIN. PLY GEMCAULKBETWEENEDGEDISTANCE8WOODSCREW WINI WS CONCRETE/ MASONRY 8 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS u3N r.wsr.,roIox». 2X WOOD BUCK a 1 1/2• MIN 4OC.v.0.W7,VA:.ul BY OTHERS EMBEDMENT EXTERIOR FINISH n. s.a.wuu rx s.au.•6ell BY OTHERS SILICONE SEALANT N Oo BY OTHERS 3 Z i u§< i F 0 g3 E; Z 's ^ Eg N L m J 1/4' MAX. SHIM SPACE N O N W x " c ZING m < m SHEET 2 O.A. hZh Lu z Z gUNIT ` w t j A, m j g VERTICAL SECTION C VERTICAL SECTION N 4 HEAD - 2X WOOD BUCK 4 HEAD • 2X WOOD BUCK Z BRICKMOULD FRAME • FIN INSTALLATION BEVELED FRAME - FRAME INSTALLATION O W 0 SEE I H Z i jW SHEET 2LAZINGDETAILSSHEET2 SEE GLAZING O Z DETAILS SHEET 2 I SEE 6LAZING H W avoa I VERTICAL SECTION DETAILS SHEET 2 w w O 0 EXTERIOR , INTERIOR EXTERIOR INTERIOR r O.A, MEETING RAIL I / UNIT I TYPICAL CIA. Z. y lu HE16HT UNIT HEIGHT I I _ 1/4' MAX O m 1/4' MAX. Q OHO SHIM SPACE 1 SILICONE SEALANT BY OTHERS 1 1/2' MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN CRETE/ MASONRY d 2X a 08 WOOD SCREW OOD BUCK BY OTHERS MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY EDGE DISTANCEEDGE BY OTHERS q VERTICAL SECTION 4 SILL - 2X WOOD BUCK BRICKMOULD FRAME - CLIP INSTALLATION SHIM SPACE Z r --- cl 3/4' MIN. EDGE DISTANCE SILICONE SEALANT BY OTHERS n 4 EXTERIOR FINISH By OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN °• CONCRETE/ MASONRY d ZX • 1 1/2' MIN. t-u CD -c cc F WOOD BUCK BY OTHERS / EMBEDMENT < mi . = 2 u Z CONCRETE/ MASONRY J #8 WOOD SCREW — p v 0 BY OTHERS INSTALLATION ANCHOR DWG #: p VERTICAL SECTION PGW192 4 SILL • 2X WOOD BUCK SHEET: BEVELED FRAME - FIN INSTALLATION 4 OF 5 1 1/2• MIN. EMBEDMENT 18 WOOD SCREW INSTALLATION ANCHOR_\ I 3/4• MIN, E06E DISTANCE I •. 1/4' MAX. SHIM SPACE INTERIOR 6LAZIN6 AILS SHEET 2 CONCRETE/MASONRYd• BY OTHERS CAULK BETWEEN ' CONCRETE/ MASONRY 6 2X I WOOD BUCK BY OTHERS 2x WOOD BUCK BY OTHERS EXTERIOR FINISH ' v • EXTERIOR BY OTHERS O. A. SILICONE SEALANT UNIT BY OTHERS WIDTH E HORIZONTAL SECTION S JAMB - 2X WOOD BUCK BRICKMOULD FRAME - FRAME INSTALLATION I.---- 1 1/2' MIN. 08 WOOD STREW I INSTALLATION ANCHOR I EMBEDMENT I 1/ 4' MAX. SHIM SPACE 3/ 4' MIN. \ INTERIOR EDGE DISTANCE ' SEE GLAZING CONCRETE/ MASONRY /DETAILS SHEET 2 BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK •' I SEE 6LAZINI BY OTHERS o ` / DETAILS SHEET EXTERIOR FINISH o BY OTHERS EXTERIOR SILICONE SEALANT O.A. BY OTHERS UNIT WIDTH G HORIZONTAL SECTION S JAMB • 2X WOOD BUCK BEVELED FRAME - CLIP INSTALLATION 8 WOOD SCREW INSTALLATION ANCHOR 3/ 4-E06E CONCRETE/ MASONRY BY DISTANCEOTHERS INTERIOR CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 1 1/2' MIN v - EMBEDMENT SEE GLAZING v x WOOD BUCK DETAILS SHEET 2 BY OTHERS EXTERIOR FINISH f BY OTHERS EXTERIOR SILICONE SEALANT BY OTHERS O. A. UNIT WIDTH F HORIZONTAL SECTION 5 JAMB-2XWOOD BUCK BRICKMOULD FRAME - FIN INSTALLATION INTERIOR EXTERIOR H HORIZONTAL SECTION 5 INTEGRAL MULLION TYPICAL IN& SHEET 2 00' PLY GEM WINDOI S33N MAIN St. FO 10X 5" Qocv AIOM. 7• V. t.1S1 FM S. 0.484•634U FX- SA0.4l.•Mt) ZOp z z S C 8„ WCmj LUX V r uw 2 W"D N v1Z m m c ZNm a h? p pZ< & WJ a MOZ m W G x r W d D It Q p ui o: B y N >_ m Z cpri 3' _ 11 = uz pv V) DWG tt: PGW192 SHEET: 5 OF 5 Florida Building Code Online Page I of 3 Business & Professional Regulation SCIS Home I Log In I User Registration Hot Topics { Subm,t surcharge Slats a FactS ; PubhCalionS I FBI: Stiff I SCIS Site Map I Links I Search I J a dbpr Product Approval usea• Public user Product Approval Menu > Pfoduct or AoplicatWn Search > ApplKation List > Application Detail FL # FL16104-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 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 Fn Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg ablomberg@plygemwindows.com Windows Fixed Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA 506 AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 10/27/2016 10/31/2016 Year 2006 2008 2005 2008 2011 https://xvww.noi-idabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyl4tigAXIi I Ow... 1 /2/2018 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 11/05/2016 Date Revised 12/20/2017 Summary of Products FL # Model, Number or Name Description 16104.1 Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16104 R3 C CAC N1011337.02-R2.odf Approved for use outside HVH2: Yes FL16104 R3 C CAC N1011337.03-Rl.odf Impact Resistant: No FL16104 R3 C CAC N1011337-Rl.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations 11/30/2022 and ratings. Installation Instructions FL16104 R3 11 PGW177 SS 2016-10-20.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16104 R3 AE PER4498 SS 2016-10-20 odf Created by Independent Third Party: Yes 16104.2 Ply Gem 1500 Fixed Window, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16iO4 R3 C CAC N1011337.02-R2.odf Approved for use outside HVH2: Yes FLA6104 R3 C CAC N1011337.03-Rl.odf Impact Resistant: No FL16104 R3 C CAC N1011337-Ri.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations 11/30/2022 and ratings. Installation Instructions FL16104 R3 It PGW 178 AT 2016-10-20.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16104.3 Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16104 R3 C CAC N1011337.04-R2.0f Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to installation detail for sizes, configurations FL16104 R3 It PGW179 SS 2016-10-20.odf and ratings. Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16104 R3 AE PER4499 SS 2016-10-20 odf Created by Independent Third Party: Yes 16104.4 Ply Gem 1500 Fixed Window, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL16104 R3 C CAC NI011337.04-R2.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to installation detail for sizes, configurations FL16104 R3 If PGW180 AT 2016-10-20.Ddf and ratings. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Nett Contact Us .: 2601 Blair Stone Road, Tallahassee FL 32199 Phone: SS0.487.1624 The State of Florida is an AA/EE0 employer. Cooyrruht 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 pubI,C-reCordS request, do not Send electronic mail to this entity. Instead, contact the office by phone or by traditional mad 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 It they have one. The emads 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 if you are a licensee under Chapter 455, F.S., please chck here . Product Approval Accepts: 0ea hops://www.noridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10w... 1 /2/2018 Florida Building Code Online Page 3 of 3 Credit Card Safe hops:H,vww.Iloriciabuilcling.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgvyf4ngAXh I Ow... 1 /2/2018 INSTALLATEON NOTES: 1. ONE (I) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2 1HE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS 70 BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3 INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH#I.E.. WITHOUT CONSIDERATION OF 70LEMNCES) TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR 70 THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS) MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS SHIMES) SHALL BE CONS7RUCIED OF HIGH DENSITY PLASTIC OR BETTER. 5 FOR INSTALLATION INTO WOOD FRAMING USE allWOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING B INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRINGIIHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. W000 • MINIMUM SPECIFIC GRAVITY OF O.SS. PLY GEM WINDOWS SERIES 1500 FIXED WINDOW NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WDMA/CSA 101/I.S.2/A"0-05/08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E I300•04 GLASS CHARTS. SEE SHEET A FOR GLAZING DETAIL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A INSTALLATION 6 GENERAL NOTES 2 A ELEVATIONS 3 A ANCHORLAYOUTS A A VERTICAL SECTIONS 6 GLAZING DETAIL 5 A HORIZONTAL SECTIONS OVERALL SIZE REQUIRED GLASS TYPE MA%.DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 43-1/8' 96' ANNEALED 55/-55 PSF NON -IMPACT72' 96' TEMPERED 40/-45PSF 120.1/16, 56' TEMPERED 45/-50PSF PLy,GEOWSMI 13 N MAIN ST. FO BOX 559. ROCKY.0UNT, VI NISI M 540.44.6345FX.5NO-4M•6613 m vt 1.1 TL a uz OZp Lu vim WW < Z U zTr CW+ LITI- W r C m 2 cpJ z p'c< Z W I FK am oar WT1LyFO O G O oN v) Z Z O I0 vi NH o Lu H U 9 Iz F w LU In W N T F N[O < m Z J vl 2 A x w < H NZ DW6 At: W17E 1 OF 5 PLy Nwwoou5 453 N MAIN ST.. PO BOX 5". 40MY MOIRIT. VA 24151 Pk. 94Oq+•654& Fx 540-41.666) m R UNIT MAX. O Z ' WIDTH 72' tq Z++ ? g_ UNIT MAX. D.LO MAX. N 5 Ic p LL WIDTH 1206• WIDTH 671' h X ` p mW U D.L.O MAX. A + LL to Z c 1° _ G C Z 'c WIDTH 115Z' .. c Z B C w d mwQ vat F i UNIT MAX c HEI6HT 6 H 96• 6 H o UNIT MAX D.L.O. MAX. 5 5 5 5 ccj HEIGHT HEIGHT E F E f 56" 5I2' 5 0' S 5 .0. 5 Z t Z o D.L.O. MAX. O o HEI6HT H Z W t t 912 m LL A D > 0 uj TYPICAL ELEVATION W 120.1/16' x 56' UNIT A D In TYPICAL ELEVATION Z 72' x 96' UNIT K 7 1— N a° c to Z Z 51V cl' Z V DWG $$: PGW178 SHEET: 2 OF 5 5q' FROM 1— CORNER, TYP. H) I NOTE: WINDOW WIDTH (W) AND HEIGHT H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA 4' FROM 7' O C CORNER, TYP. — TYP. 18TYP. TYP. ANCHOR LAYOUT FRAME INSTALLATION 120.1/16' x 56' UNIT NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN M11016nvn LmI WWI FIN INSTALLATION 120.1/16' x 56' UNIT r 5q' FROM i CORNER,TYP INSTALLATION ANCHOR, TYP. 6' FROM CORNER, TYP. 4' FROM CORNER, TYP r O.C., TYP. ILLATION ANCHOR, TYP 18' O.C., I I 6' FROM TYP. F CORNER, TYP. 16' O.C., TYP. ANCHOR LAYOUT CLIP INSTALLATION INSTALLATION 120.1/16' x 56' UNIT ANCHOR AT CLIP, TYP. SERIES 1500 FIXED WINDOW - ANCHOR SCHEDULE UNIT SIZE DESIGN PRESSURE INSTALLATION TYPE 6 ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEAD JAMB SILL HEAD JAMB SILL 48-1/8' 96' 55 PSF 7.00' 7.00' 7.00' 18.00' 2100' NONE 18.00' 16.00' 18.00- 72' 96' 40 / -45 PSF 7.00' 7.00' 7,00' 18.00' 21 D0' 18.00V' 18.00' 16.00' 18.00' 00 PLYWGaMNS 35 N MAIN $7 . M IOx 5N, ROM AWLWT. VA 24I51 mn 3O v, j qj it j I Z c V;z J m J OQ LL nWW N X mw m < m s Lu 12+ L!Z < & W J,oz 1C3co ix 'G n o a V) %n Z Z 0 C) .. H o W H K u i a L o o w w Ln p 7 120.1/16- 56' •45/-50PSF 7.00' 7.00' 7.00' 18.00' 21.00' 18.00' f8.00' 16.00- 1800' W'd 13, w umZJvt 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS < nmi ., _ = u Z QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. = 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 48.1/8- WIDE OR LESS. FOR DWG #: UNITS EXCEEDING 48-1/8' IN WIDTH ANCHORS ARE REQUIRED AT THE SILL. ` A / 1 Q 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO VV J 8 REQUIREMENTS LAID OUT IN THIS DOCUMENT ME FRAME INSTALL AT HEAD 6 JAMBS, FIN INSTALL AT SILL) SHEET. 4. SEE SHEET 1 FOR REQUIRED GLASS TYPE PER UNIT SIZE. 3 OF 5 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS —moil O A. UNIT HE16HT EXTERIOR 1 g VERTICAL SECTION 4 HEAD - 2X WOOD BUCK BRICKMOULD FRAME - FIN INSTALLATION EXTERIOR OA UNIT / HEIGHT I V SEE GLAZING DETAIL SHEET 4 INTERIOR 4— SILICONE SEALANT---....-... BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BVCK BY OTHERS CAULK BETWEEN e' ' CONCRETE/ MASONRY 6 2X e' WOOD BUCK BY OTHERSCONCRETE/MASONRY J BY OTHERS A VERTICAL SECTION 4 SILL • 2X WOOD BUCK BRICKMOULD FRAME - CLIP INSTALLATION 1 1/2' MIN EMBEDMENT e 7 ) SEE GLAZING DETAIL SHEET 4 INTERIOR 7/8'0 A. INSULATED GLASS UNIT TEMPERED OR EXTERIOR — ANNEALED GLASS) T i 1/2' MIN TYP. INTERIORGLASSBITE / DOW 995 I ICONS me WOOD SCREW INSTALLATION ANCHOR 3/4' MIN. EDGE DISTANCE 1/4' MAX SHIM SPACE CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK. BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS I 3/4' MIN, pg 00 PLY GEMEDGEDISTANCEWOODSCREWWINDOWSINSTALLATION ANCHOR 1 1/2' MIN I N -1"ST FO box 559 40M MO WT• V• r4151 r EMBEDMENT 1/4' MAX SHIM SPACE O.A / UNIT HEIGHT SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR C VERTICAL SECTION 4 HEAD - 2X WOOD BUCK BEVELED FRAME - FRAME INSTALLATION SL GLAZING DETAIL Ir SEEGLAZI146 DETAIL SHEET 4 NOTE SEE SHEET I FOR REQUIRED EXTERIOR — INTERIOR GLASS TYPE BASED ON UNIT SIZE. O A / \ UNIT I U r) 1/4' MAX SHIM SPACE 1 1/2, MIN EMBEDMENT e Q 08 WOOD SCREW 3/4* MIN INSTALLATION ANCHOR EDGE DISTANCE HEIGHT / 1/4' MAX. SHIM SPACE 3/4' MIN. EDGE DI SILICONE SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN 4-. CONCRETE/ MASONRY 6 2X e' e WOOD BUCK BY OTHERS 1 1/2• MIN CONCRETE/MASONRY J EMBEDMENT BY OTHERS p VERTICAL SECTION 4 SILL • 2X WOOD BUCK BEVELED FRAME - FIN INSTALLATION FN 540.44-6348 Fx 540•464.6623 w of Z>rox0 w3 V N NX LLLL V m m i CJw YZ, L)Zy G Z .. J• mw '` dw m 0 o0: Lo Z ZO O H Z 5O4f I --I C' cou1a+ U. Lu V) ZO 0 Gw e 7 8 WOOD SCREW INSTALLATION ANCHOR m < m 2 NZ n U IGW178 ET: 4 OF 1 1/2' MIN, 3/4• MIN. ttB WOOD SCREW EMBEDMENT ED6E DISTANCE INSTALLATION ANCHOR OR WOOD SCREW I 1/4' MAX 1/4• MAX. CONCRETE/ MASONRY % PLy G EMINSTALLATIONANCHORSHIMSPACESHIMSPACEX_" BY OTHERS kVINDOWS INTERIOR INTERIOR CAULK BETWEEN Atowl DETAIL SHEET 4 DETAIL SHEET 4 • uw wuwsr.roBOX 5" CONCRETE/ MASONRY62X "ST. •. NXS" 3/ 4• MIN WOOD BUCK BY OTHERS Noc" EDGE DISTANCE. ' ON s•C•.s••u•sa ix s•u••wss SEE 6LAZIN6 SEE 6LAZIN6 . • m 1 1/ 2' MIN. EMBEDMENT 3 2 ti 7L o CONCRETE/ MASONRY _/ d; § c C rZ. i 8 x BY OTHERS • ' — — , a W3 3: LLx CAULK BETWEEN \ c < _ CONCRETE/ MASONRY 6 2X I I ° 2X WOOD BUCK LU Lu 2 93 m i WOOD BUCK BY OTHERS J J BY OTHERS LL N m Z 2X WOOD BVCK EXTERIOR FINISH `p o BY OTHERS : .BY OTHERS = Cuff .J. c Z & EXTERIOR FINISH BY OTHERS ' ° EXTERIOR EXTERIOR SILICONE SEALANT~+ o Q. BY OTHERS ^ O. A. O. A. SILICONE SEALANT UNIT UNIT a BY OTHERS WIDTH WIDTH G o E HORIZONTAL SECTION F HORIZONTAL SECTION m 5 JAMB - 2X WOOD BUCK 5 JAMB - IX WOOD BUCK Z BRICKMOULD FRAME - FRAME INSTALLATION ORICKMOULD FRAME - FIN INSTALLATION Z ON 1 1/2' MIN. 1 1/2' MIN. EMBEDMENT EMBEDMENT ttB WOOD SCREW ~ Z LU C< 08 WOODSCREWOINSTALLATIONANCHOR1/ 4' MAX. N r u f SHIM SPACE !/ 4' MAX, INSTALLATION ANCHOR " co a SHIM SPACECONCRETE/ MASONRY % v fi O 3/4' MIN. BY OTHERS Lu ix G ED6E DISTANCE CAULK BETWEEN c INTERIOR INTERIOR CONCRETE/ MASONRY 6 2X of WOOD BUCK BY OTHERS 2X WOOD BUCK ' f' O SEE 6LAZIN6 SEE 6LAZING I BY DITHERS Z < CONCRETE/ MASONRY /DETAIL SHEET 4 DETAIL SHEET 4 1 BY OTHERS CAULK BETWEEN — _ 3/ 4• MIN CONCRETE/ MASONRY 6 2X EDGE DISTANCE WOOD BUCK BY OTHERS 2X WOOD BVCK I y BY OTHERS EXTERIOR FINISH e / o ` EXTERIOR FINISH BY OTHERS _ BY OTHERS EXTERIOR EXTERIOR N 1- SILICONE SEALANT 2 O.A. O A. SILICONE SEALANT' ro tD c m Z ut Z Y LL < F BY OTHERS UNIT UNIT BY OTHERS p 3 Z WIDTH WIDTH G HORIZONTAL SECTION H HORIZONTAL SECTION DW6st: PGW178 5 JAMB - 2XWOOD BUCK 5 JAMB -2XWOOD BUCK BEVELED FRAME - CLIP INSTALLATION BEVELED FRAME - FRAME INSTALLATION SHEET. 5 OF 5 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Bldg. Permit #17-2187 Application No: Documented Construction Value: S 2, 750.00 Job Address: 367 MISTY GROVE LN (Lot 202) Parcel ID: 27-19-30-506-0000-2020 Type of Work: New El Addition Alteration Historic District: Yes No Q Residential Commercial Q Repair Demo Change of Use Move Description of Work: Install a 13D overhead fire sprinkler system starting at 11-0" above finished floor in the garage(18 fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email:permittingewaynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Name Phone: Resident of property? : Contractor Information Wayne.Automatic•,Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222, ,Ca,pitoL Court City, State Zip: Ocoee, FL 34761 Name: N/A Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulati ng construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. (( 0 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i6 Edition (2014) Florida Building Code Revised- June 30, 2015 Permit Application I . 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date ature o ota -State o 'I RUTH A. MCCULLOCH MY COMMISSION # FF 066550 EXPIRES: February 26, 2018 p art° Bonded Thru Notary Public Undefwriters Owner/Agent is Personally Known to Me or Contractor/Agent is " Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Inc Application No' Bldg. Permit #17-2187 Documented Construction Value: S 825.00 Job Address: 367 MISTY GROVE LN (Lot 202) Historic District: Yes [I No Q Parcel ID: 27-19-30-506-0000-2020 Residential Commercial 0 Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax. 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: NSA Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NSA Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio d zoning. 1I-i$ Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print-Eentractor/Agent's Name tom 111= MY COMMISSION # FF 066550 EXPIRES: February 26, 2016 ended TMu No1arY Puhllo Undarwrltr Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: lb 1/ /9 PERMff NUMBER• I' ! - a/ <9 Z BUSINESS/PROJECT NAME: ADDRESS: 3 S 9.e-4 . CONTACT NAME: ° Q- PHONE: 7 PLAN REVIEW INFORMATION AONSTRUCTION [ ]C/O [ ] FIRE ALARM XFIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO 17-- 4TOTALFEES: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Bldg. Permit #17-2186 Application No: Documented Construction Value: S 2, 750.00 Job Address: 371 MISTY GROVE LN (Lot 201) Historic District: Yes No Q Parcel ID: 27-19-30-506-0000-2010 Residential Commercial 0 Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Install a 13D overhead fire sprinkler system starting at 11-0" above finished floor in the garage(17 fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email:permittinq®waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200.. Resident of r0 ePP t'h'' City, State Zip: MAITLAND, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: NSA Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NSA Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code QV Revised: June 30. 2015 Permit Application '\ OW NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation "fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Ai"' 1-A-19 Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name u Signature of Notary -State of Florida Date igna K:!{ ,, RUTH A. MCCULLOCH MY COMMISSION # FF 066550 B EXPIRES: February 26, 2018 Bonded Thru Notary Public Undor writers Owner/Agent is Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application Job Address: 371 MISTY GROVE LN 1 Parcel ID: 27-19-30-506-0000-2010 Type of Work: NewEl Addition CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Bldg. Permit #17-2186 ApplicationNoDocumented Construction Value: S 825.00 Lot 201) Historic District: Yes No 0 Residential Commercial Q Alteration Repair Demo Change of Use Move Description of Work: Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 407- 656-8026 Email: permittingewaynefire.com Property Owner Information Phone: Resident of property? : Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407- 798-7598 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the tirne of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A-9c, ' 1i-IL Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print•Gen ctor/Agent's Name rgnature of otary-State of Florida Date RUTH A. MCCULLOCH MY COMMISSION # FF 066550 s.P`, EXPIRES: February 26, 2018 80Adod ft Notary Public Underwriters Conti to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WA TE WATER: ENGINEERING: FIRE: '11'7 IJITELDING: COMMENTS: Revised. June 30, 2015 Permit Application DATE: BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 NUMBER PHONE: 1O rI ) r CJ PLAN REVIEW INFORMATION AONSTRUCTION [ ]C/O [ ] FIRE ALARM XFIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 2016 REDUCTION IN FIRE IMPACT FEES APPLY: YES NO r TOTAL FEES: 1.© w CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1 Bldg. Permit #17-2185 Application No: Documented Construction Value: $ 2, 750.00 Job Address: 375 MISTY GROVE LN (Lot 200 Birch) Historic District: Yes No Parcel ID: 27-19-30-506-0000-2000 Residential[] CommercialEl Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Install a 13D overhead fire sprinkler system starting at 1'-01, above finished floor in the garage(20fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email:_ permittinciewaynefire. com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407- 798- 7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: NSA Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NSA Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5ih Edition (2014) Florida Building Code Q Revised: June 30, 2015 Permit Application w 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 pert -nits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I -II -I R• Signature of Owner/Agent Date Signature of Contractor/Agent ate " Q Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print for/Agent's Name h--' 62 —' ) -11 -1 - Lure o tary-State of Flori a Date tiM:!i;t RUTHA. MCCULLOCH MY COMMISSION # FF 066550 EXPIRES: February 26,t 2018Contractor/Agent ' ,p, s 2r toai rill ='PV'I10Jkawtt . Produced IDType o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[-] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: 7Z BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F D Application No' Bldg. Permit #17-2185 Documented Construction Value: S 825.00 Job Address: 375 MISTY GROVE LN (Lot 200 Birch) Historic District: Yes No Parcel ID: 27-19-30-506-0000-2000 Residential Commercial 0 Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting®waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? City, State.Zip: MAITLAND, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax. 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Phone: Street: City, St, Zip: Bonding Company: Address: N/A 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 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 date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 r Permit Application R NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the 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 pert -nit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction -and zoning. 14L 1 -1 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Robert Dewar Print Contractor/Agent's Name y"q,,, RUTHA.M000LLOCH MY COMMISSION # FF 066550 EXPIRES: February 26, 2018 ti0rlded Ttw Notary Public Underwriters Owner/Agent is Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required:. Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: E(S) Revised June 30, 2015 Permit Application DATE: BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 NUMBER:I' I - a k ll1S PLAN REVIEW INFORMATION AONSTRUCTION [ ]C/O [ ] FIRE ALARM XFIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO r c C . TOTAL FEES: 7, Job Address: 379 MISTY GROVE LN (] Parcel ID: 27-19-30-506-0000-1990 Type of Work: New El Addition CITY OF SANFORD BUILDING S FIRE PREVENTION PERMIT APPLICATION Bldg. Permit #17-2184 Application No: Documented Construction Value: S 2, 750.00 mot 199 Redwood) Historic District: Yes No 0 Residential CommercialEl Alteration Repair Demo Change of Use Move Description of Work: Install a 13D overhead fire sprinkler system starting at 11-0" above finished floor in the garage(17 fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permittinctewaynefire. com Property Owner Information Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 • • ' City, State Zip: MAITLAND, FL 32751 Name Phone: Resident of property? : Contractor Information Wayne Automatic Fire Sprinklers, Inc Phone: 407- 798- 7598 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/ A Fax: 407- 656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Address: ki Mortgage Lender: V 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4M X. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ' nd zoning. Signature of Owncr/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar CPctor/ Agent's Name k Signature of Notary -State of Florida Date RUTHA. MCCULLOCH MY COMMISSION # FF 066550 0" Al-, EXPIRES: February 26, 2018 x Contractor/A aiitt tttltavtlmetl[a>3e r Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: N BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING &FIRE PREVENTION PERMIT APPLICATION D Application No' Bldg. Permit #17-2184 Documented Construction Value: S 825.00 Job Address: 379 MISTY GROVE LN (Lot 199 Redwood) Historic District: Yes No Qx Parcel 1D: 27-19-30-506-0000-1990 Residential Commercial Q Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work' Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting®waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? : City, State Zip: MAITLAND, FL 32751 Contractor Information Wayne Automatic Fire"Sprinklers, Inc Name Phone: Street: 222 Capitol Court Fax: _ City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: 407-798-7598 407-656-8026 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 VOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A"ITORNEV BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Az 1-1-)9 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Pri ontractor/Agent's Name Z" ffio_ -//-l? ignature of otary-State of Florida Date RUTHA.M000LLOCH MY COMMISSION # FF 066550 EXPIRES: February 26, 2018 Bond Ttw Notary Public UndervMters Contract - IMe or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures I Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permn Application DATE: BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PERMIT NUMBER: PHONE: FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 i PLAN REVIEW INFORMATION AONSTRUCTION [ )C/O [ J FIRE ALARM XFIRE SPRINKLER [ j HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO r TOTAL FEES: v • O CITY OF SANFORD JAN 1 r '[Ulf BUILDING & FIRE PREVENTION O PERMIT APPLICATION I jf• _ _ _ Bldg. Permit #17-2183 Application No: Documented Construction Value: $ 2,750.00 Job Address: 383 MISTY GROVE LN (Lot 198 Willow) Historic District: Yes No ] Parcel ID: 27-19-30-506-0000-1980 Residential Commercial El Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Install a 13D overhead fire sprinkler system starting at 1'-01, above finished floor in the garage(18 fire sprinkler heads) Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email:permittingowaynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? : City, State Zip: MAITLAND, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: Street: 222 Capitol Court Fax: _ City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: Bonding Company: Address: N/A E-mail: 407-798-7598 407-656-8026 Mortgage Lender: Address: d 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 / • GFINANCING, 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: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction -and zoning. 21 C I-/1-I9 Signature ofOwvner/Agent Date Signature of Contractor/Agent. Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Robert Dewar Print-Contractor/Agent's Name is Date RUTHA MCCULLOCH MY COMMISSION # FF 066550 EXPIRES: February 26, 2016 gin+ Notary Public UndLr,,,.. Owner/Agent is Personally Known to Me or Contractor/Agent is "Per --so Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[-] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2013 Permit Application JAN 1 ? h'i3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit 417-2183 Documented Construction Value: S 825.00 Job Address: 383 MISTY GROVE LN (Lot 198 Willow) Historic District: Yes No Parcel ID: 27-19-30-506-0000-1980 Residential[] Commercial0 Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work: Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Phone: 407-877-5582 Fax: 407-656-8026 . Email: Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Property Owner Information Phone: Title: Project Manager permittingOwaynefire. com Resident of property? : Contractor Information Wayne Automatic Fire Sprinklers, Inc Name Phone: Street: 222 Capitol Court Fax: City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: 407- 798-7598 407- 656-8026 State License No.: FPC14-000057 Architect/ Engineer Information Phone: Fax: E- mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5ih Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 411,11. 1 . NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requ irernents of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the tirne of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z I -a -red' Signature of O%vmer/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agent's Name Print•C-ontkactor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ignature a of FI to t MY COMMISSION # FF 0665505. EXPIRES: February 26. 2018 yoi:tt••• Bondod TAa Notary Public Underwriters Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: l /l i,I iff PERMIT NUMBER:---* l' ! ` a/O,,3 BUSINESS/PROJECT NAME: f?.4- O cal N ADDRESS: ,3 CONTACT NAME: ° 2 Ll PHONE: / 7 ,a PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM )(FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: -4 r7s"' CITY OF SANFORD CUSTOMER RECEIPT a*a Oper: BLANDA Type: OC Drawer: 1 Date: 1/17/18 81 Receipt no: 56941 Year Number Amount 2617 2183 383 MISTY GROVE LN SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 50.06 2617 2184 379 MISTY GROVE LN SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 59.08 2017 2185 375 MISTY GROVE LN SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 50.60 2017 2186 371 MISTY GROVE LN SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 50.68 2017 2187 367 MISTY GROVE LH SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 50.88 Tender detail CK CHECK 7583 $250.00 Total tendered $250.69 Total payment 4250.86 Trans date: 1/17/18 Tine: 15:39:58 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 i--------------------------------------------------------------------- Application Number . . . . . 17-00002183 Date 1/17/18 Application pin number . . . 700262 Revision number . . . . . . . 1 Property Address . . . . . . 383 MISTY GROVE LN Parcel Number . . . . . . . . 27.19.30.506-0000-1980 Application type description NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 272055 Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2621.00 Permit . . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . . Phone Access Code 1004407 Permit pin number 1004407 Permit Fee . . . . 1951.00 Issue Date . . . . 9/28/17 Valuation . . . . 272055 Expiration Date . . 7/15/18 Qty Unit Charge Per Extension BASE FEE 40.00 273.00 7.0000 THOU BLDG PERMIT -CC APPRVD 9.27.10 1911.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 75.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 816.00 02-CURB CUT/DRIVE - SIP 40.00 O1-FIRE IMP-RS 7-2017 373.91 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 1086.29 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 17-00002183 Date 1/17/18 Application pin number . . . 700262 Revision number . . . . . . . 1 Other Fees . . . . . . . . . 01-POLICE IMP-RS 07-2017 374.90 O1-SEM CNTY RD IMPACT FEE 379.00 O1-SCHOOL IMPACT FEE 2450.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 O1-BLDG DCA SURCHARGE 33.31 O1-BLDG DBPR SURCHARGE 47.88 Fee summary Charged Paid Credited Due Permit Fee Total 1951.00 1951.00 .00 .00 Other Fee Total 10173.29 10123.29 .00 50.00 Grand Total 12124.29 12074.29 .00 50.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 w-=----=--------------------------------------------------------------------- Page 3 Application Number 17-00002183 Date 1/17/18 Revision number . 1 Property Address 383 MISTY GROVE LN Parcel Number . . 27.19.30.506-0000-1980 Application description . . . NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name Property Zoning . PUD Permit . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . Phone Access Code 1004407 Permit pin number 1004407 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 147 FORM FORMBOARD/FOUNDATION SURVEY JL AP 11/09/17 10 103 BL05 SLAB/MONOSLAB - PREPOUR JL AP 11/09/17 20 105 BL06 LINTEL/TIE BEAM/FILL/DOWN CELL JL AP 11/20/17 30-40 120 BL20 FIREWALL SCREW PATTERN JL AP 11/28/17 30 106 BL12 SHEATHING - ROOF JL AP 1/03/18 30 115 BL14 SHEATHING - WALLS JL AP 1/03/18 40-50 137 WIND FINAL WINDOW INSPECTION 40-70 132 LATH LATH INSPECTION 40 116 BL15 ROOF DRY -IN JL AP 1/16/18 50-1000 111 BL03 FINAL ROOF 50-1000 130 BL30 FINAL STUCCO/SIDING 50 109 BL04 FRAME WITH WINDOW/DOOR FASTEN 60 143 FWFL FIREWALL FINAL INSPECTION 60 110 BL09 INSULATION ROUGH IN 70 131 DRWL DRYWALL/SHEETROCK 80-1000 113 BL10 INSULATION FINAL 1000 138 BSFR FINAL SINGLE FAMILY RESIDENCE FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 10 ,DRIVEWAYS -SIDEWALK 407.688.5080 7----------------------------------------------------- Application Number . . . . . 17-00002187 Date 1/17/18 Application pin number . . . 243918 Property Address . . . . . . 367 MISTY GROVE LN Parcel Number . . . . . . . . 27.19.30.506-0000-2020 Application type description NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 272055 Application desc NOC on file Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2621.00 Permit . . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . . Phone Access Code 1004340 Permit pin number 1004340 Permit Fee . . . . 1951.00 Issue Date . . . . 9/28/17 Valuation . . . . 2720SS Expiration Date . . 7/1S/18 Oty Unit Charge Per Extension BASE FEE 40.00 273.00 7.0000 THOU BLDG PERMIT -CC APPRVD 9.27.10 1911.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.SOS8 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 75.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-ELDG PLAN REVIEW 816.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 17-00002187 Date 1/17/18 Application pin number . . . 243918 Other Fees . . . . . . . . . 01-FIRE IMP-RS 7-2017 373.91 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 1086.29 O1-POLICE IMP-RS 07-2017 374.90 O1-SEM CNTY RD IMPACT FEE 379.00 O1-PLUMBING REINSPECT 35.00 O1-SCHOOL IMPACT FEE 2450.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 O1-BLDG DCA SURCHARGE 33.31 O1-BLDG DBPR SURCHARGE 47.88 Fee summary Charged Paid Credited Due Permit Fee Total 1951.00 1951.00 .00 00 Other Fee Total 10208.29 10158.29 .00 50.00 Grand Total 12159.29 12109.29 .00 50.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 r DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 17-00002187 Date 1/17/18 Property Address . . . . . . 367 MISTY GROVE LN Parcel Number . . . . . . . . 27.19.30.506-0000-2020 Application description . . . NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . . Phone Access Code 1004340 Permit pin number 1004340 Required Inspections Phone insp Seq Insp# Code Description initials Date 10 147 FORM FORMBOARD/FOUNDATION SURVEY JL AP 11/09/17 10 103 BLOS SLAB/MONOSLAB - PREPOUR JL AP 11/09/17 20 105 BL06 LINTEL/TIE BEAM/FILL/DOWN CELL JL AP 11/20/17 30-40 120 BL20 FIREWALL SCREW PATTERN JL AP 11/28/17 30 106 BL12 SHEATHING - ROOF JL AP 1/03/18 30 115 BL14 SHEATHING - WALLS JL AP 1/03/18 40-SO 137 WIND FINAL WINDOW INSPECTION 40-70 132 LATH LATH INSPECTION 40 116 BL15 ROOF DRY -IN JL AP 1/16/18 SO-1000 111 BL03 FINAL ROOF SO-1000 130 BL30 FINAL STUCCO/SIDING 50 109 BL04 FRAME WITH WINDOW/DOOR FASTEN 60 143 FWFL FIREWALL FINAL INSPECTION 60 110 BL09 INSULATION ROUGH IN 70 131 DRWL DRYWALL/SHEETROCK 80-1000 113 BL10 INSULATION FINAL 1000 138 BSFR FINAL SINGLE FAMILY RESIDENCE FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00002186 Date 1/17/18 Application pin number . . . 108004 Revision number . . . . . . . 1 Property Address . . . . . . 371 MISTY GROVE LN Parcel Number . . 27.19.30.506-0000-2010 Application type description NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 252979 Application desc NOC on file Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2331.00 Permit . . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . . Phone Access Code 1004365 Permit pin number 1004365 Permit Fee . . . . 1811.00 Issue Date . . . . 9/28/17 Valuation . . . 252979 Expiration Date . . 7/15/18 Oty Unit Charge Per Extension BASE FEE 40.00 253.00 7.0000 THOU BLDG PERMIT -CC APPRVD 9.27.10 1771.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 75.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 759.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 17-00002186 Date 1/17/18 Application pin number . . . 108004 Revision number . . . . . . . 1 Other Fees . . . . . . . . . 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 7-2017 373.91 01-LIBRARY IMPACT FEE 54.00 01-PARKS IMP-RS SINGLE 1086.29 01-POLICE IMP-RS 07-2017 374.90 01-SEM CNTY RD IMPACT FEE 379.00 01-SCHOOL IMPACT FEE 2450.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 01-BLDG DCA SURCHARGE 31.34 01-BLDG DBPR SURCHARGE 44.92 Fee summary Charged Paid Credited Due Permit Fee Total 1811.00 1811.00 .00 00 Other Fee Total 10111.36 10061.36 .00 50.00 Grand Total 11922.36 11872.36 .00 50.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 17-00002186 Date 1/17/18 Revision number . . . . . . . 1 Property Address . . . . . . 371 MISTY GROVE LN Parcel Number . . 27.19.30.506-0000-2010 Application description . . . NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . . Phone Access Code 1004365 Permit pin number 1004365 Required inspections Phone Insp Seq Insp# Code Description Initials Date 10 147 FORM FORMBOARD/FOUNDATION SURVEY JL AP 11/09/17 10 103 BL05 SLAB/MONOSLAB - PREPOUR JL AP 11/09/17 20 105 EL06 LINTEL/TIE BEAM/FILL/DOWN CELL JL AP 11/20/17 30-40 120 BL20 FIREWALL SCREW PATTERN JL AP 11/28/17 30 106 BL12 SHEATHING - ROOF JL AP 1/03/18 30 115 BL14 SHEATHING - WALLS JL AP 1/03/18 40-50 137 WIND FINAL WINDOW INSPECTION 40-70 132 LATH LATH INSPECTION 40 116 BL15 ROOF DRY -IN JL AP 1/16/18 50-1000 111 BL03 FINAL ROOF 50-1000 130 BL30 FINAL STUCCO/SIDING 50 109 BL04 FRAME WITH WINDOW/DOOR FASTEN 60 143 FWFL FIREWALL FINAL INSPECTION 60 110 BL09 INSULATION ROUGH IN 70 131 DRWL DRYWALL/SHEETROCK 80-1000 113 EL10 INSULATION FINAL 1000 138 BSFR FINAL SINGLE FAMILY RESIDENCE FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855,541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00002184 Date 1/17/18 Application pin number . . . 836176 Revision number . . . . . . . 1 Property Address . . . . . . 379 MISTY GROVE LN Parcel Number . . 27.19.30.506-0000-1990 Application type description NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 252979 Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2331.00 Permit . . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . . Phone Access Code 1004399 Permit pin number 1004399 Permit Fee . . . . 1811.00 Issue Date . . . . 9/28/17 Valuation . . . . 252979 Expiration Date . . 7/15/18 Qty Unit Charge Per Extension BASE FEE 40.00 253.00 7.0000 THOU BLDG PERMIT -CC APPRVD 9.27.10 1771.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 75.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 759.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 7-2017 373.91 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 1086.29 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 17-00002184 Date 1/17/18 Application pin number . . . 836176 Revision number . . . . . . . 1 Other Fees . . . . . . . . . 01-POLICE IMP-RS 07-2017 374.90 O1-SEM CNTY RD IMPACT FEE 379.00 O1-PLUMBING REINSPECT 35.00 O1-SCHOOL IMPACT FEE 2450.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 O1-BLDG DCA SURCHARGE 31.34 O1-BLDG DBPR SURCHARGE 44.92 Fee summary Charged Paid Credited Due Permit Fee Total 1811.00 1811.00 .00 00 Other Fee Total 10146.36 10096.36 .00 50.00 Grand Total 11957.36 11907.36 .00 50.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number 17-00002184 Date 1/17/18 Revision number . 1 Property Address 379 MISTY GROVE LN Parcel Number 27.19.30.506-0000-1990 Application description . . . NEW SINGLE FAMILY HOME - ATTACHED Subdivision Name Property Zoning . PUD Permit . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . Phone Access Code 1004399 Permit pin number 1004399 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 147 FORM FORMBOARD/FOUNDATION SURVEY JL AP 11/09/17 10 103 BLOS SLAB/MONOSLAB - PREPOUR JL AP 11/09/17 20 105 BL06 LINTEL/TIE BEAM/FILL/DOWN CELL JL AP 11/20/17 30-40 120 BL20 FIREWALL SCREW PATTERN JL AP 11/28/17 30 106 BL12 SHEATHING - ROOF JL AP 1/03/18 30 115 BL14 SHEATHING - WALLS JL AP 1/03/18 40-50 137 WIND FINAL WINDOW INSPECTION 40-70 132 LATH LATH INSPECTION 40 116 BL15 ROOF DRY -IN JL AP 1/16/18 50-1000 111 BL03 FINAL ROOF 50-1000 130 BL30 FINAL STUCCO/SIDING So 109 BL04 FRAME WITH WINDOW/DOOR FASTEN 60 143 FWFL FIREWALL FINAL INSPECTION 60 110 BL09 INSULATION ROUGH IN 70 131 DRWL DRYWALL/SHEETROCK 80-1000 113 BL10 INSULATION FINAL 1000 138 BSFR FINAL SINGLE FAMILY RESIDENCE 8'OWAYN IE Automatic Fire Sprinklers, Inc. LETTER OF TRANSMITTAL To: CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FL 32772 ENCLOSED YOU WILL FIND: JOB NO. 85825 & 86022 DATE: RE: Thornbrooke TH (Lots 198-202) ATTENTION: PLANS REVIEW COPIES DATE DESCRIPTION 3 FIRE SPRINKLER DRAWINGS 3 HYDRAULIC CALCS & MATERIAL SUBMITTAL DATA 10 PERMIT APPLICATIONS (5-01-1 & 5-UG) 1 CONTRACT 250.00 APPLICATION FEE X_For approval For your use As requested _X_For review and comment REMARKS: PLEASE RETURN (2) SETS WITH YOUR SEAL OF APPROVAL AND/OR COMMENTS. PLEASE CALL 407-877-5557 WHEN PERMIT IS READY AND GIVE AMOUNT. Signed: Ruth McCulloch Corporate Office: 222 Capitol Court - Ocoee, Florida 34761-3033 - (407) 656-3030 - FAX (407) 656-8026 Regional Offices: Jacksonville -- Fort Myers - Pompano Beach - Tampa - Concord, NC V0WWmYwNE Automatic Fire Sprinklers. Inc. 222 CGpMoI Court- Ocoee. FL 34761-3033 phone (407) SH4030-Fox (4n 604026 REVISED QUOTATION Alabama A-0457 Florida EF20001320 Georgia LVA205941 * North Carolina 29611-SP-FA/LV 4 South Carolina FAC.3385 M February 8, 2017 Attn: Alex Madison Taylor Morrison 2600 Lake Lucien Drive, Suite 3S0 Maitland, FI.32751-7172 Fax #321-397-7251 RE: THORNEBROOKE FIRE LINE LAST NINE BUIDINGS PHASE 2 INCLUDEDS UNITS 190-197,198-202, 203-210, 211-218, 257-263, 264-270, 271-276, 241-248 & 249-256 SANFORD, FLORIDA FIRE SPRINKLER SYSTEM Wayne Automatic Fire Sprinklers, Inc. hereby submits an estimate for necessary labor and material to furnish and install: TYPE OF SYSTEM: Wayne Automatic Fire Sprinklers to supply nine (9) buildings with (65) units, with the underground feed mains to each unit. The fire systems backflows will not be supplied by Wayne Automatic Fire Sprinklers that cover nine (9) new buildings. Wayne Automatic Fire Sprinklers to provide approximately 3.100' of CPVC piping to V above finished floor inside each unit. Owner to provide building corner pins for each building to allow for installation. Quote is based on one (1) permit per building. Sprinkler piping up pieces will be covered awaiting building starts. LAYOUT OF SYSTEM: Layout of system to be at Wayne Automatic Fire Sprinklers' discretion according to NFPA standards and local codes. UNDERGROUND SUPPLY PIPE: Underground supply pipe approximately 3,100 total feet to each building locations will be CPVC; it is included from the building riser locations on inside garages to backflow valve left by others on the building side of the street in the grass area. CITY WATER CONNECTION: Buyer to furnish city water connection from existing backflow to valve at each point of service. It is mutually agreed and understood that Wayne Automatic Fire Sprinklers is not to be held responsible for the adequacy or the quality of the water supply. WARRANTY & GUARANTEE: Wayne Automatic Fire Sprinklers will furnish all manufacturer's warranties and instructions, as -built drawings, and certificate of final inspection upon completion of work. Wayne Automatic Fire Sprinklers will provide a twelve-month guarantee covering defective equipment, materials, and workmanship. The guarantee is to start on the date equipment is placed in service. ADDENDUM THORNBROOKE-FIRELINES LAST NINE BUILDING"HASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES EXHIBIT B JOB SITE PREVIOUSLY SENT Taylor Morrison 9 Mas*r Authorizing Addendum — Professional Services Ver. 4.24.14•FLORIDA February 8, 2017 Wayne Automatic Fire Sprinklers, Inc. Re: Thronebrook Fire Lines Phase 2/Sanford, Florida NOTE (Owner duties): As required by 4A.60.006 Florida Fire Prevention Code. NFPA 25 4-1.2 and NFPA 72 7-1.2, it is the Owner's responsibility to properly maintain the Fire Sprinkler and Fire Alarm System(s). To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the Subcontractor, his agents and employees, from and against claims, damages, losses and expenses. including but not limited to attorney's fees, arising out of or resulting from all losses caused or contributed to by the Owner's failure to properly Test, Inspect and Maintain all fire protection systems) in accordance with NFPA 25 and NFPA 72. Best regards, Carl McQuaig Sales Representative Cell 407-467-3165 carlm@waynefire-com YOUR ONE -STOP SAFETY SOLUTION TO INSTALLATION, INSPECTIONS, SERVICE AND MONITORING OF FIRE ALARMS, SECURITY AND FIRE PROTECTION SERVICES Wayne Automatic Fire Sprinklers, Inc. Locations: Ocoee 407-656-3030 Ft Myers 239 433-3030 Jacksonville 904-269-3030 Tampa 813-630-0303 Pompano 954-917-3030 North Camlina 704-782-3032 February 8, 2017 Wayne Automadc Fire Sprinklers, Inc. Re: Thronebrook Fine Lines Phase 2/Sanford, Florida ADHERENCE TO CODES: All work is to be done in strict accordance with applicable NFPA standards and local codes. EXCLUSIONS: The following are not Included. Priming or painting of backflows or pipe. Backllow Preventers by others. Building corner pins. Survey. Concrete pads. Any other fees other than fire departments. Chlorination or Testing. Certified As-Builts. Taps on existing fire lines. New Hydrants. De -watering. Cutting, repair or replacing asphalt/walks and curbs. City water connection. Water quality. Replacing sod, trees, shrubs, etc. Striping of parking spaces or roadways. PRICE BREAKDOWN: Underground Fire Mains/ to each unit location ...... ...».... .......».................................... S68,%0.00 Tie onto (S) existing backflow provided by others and run fire line into each unit. f ov TERMS: Monthly invoices for Installation and material NOTE: This quotation is based upon drawings prepared by Wayne Automatic Fire Sprinklers, Inc. dated revised November 30, 2015. Wayne Automatic Fire Sprinklers reserves the right to require final contract documents and all necessary CAD disks needed to draw the fire protection system. No costs for these documents/disks have been included in this quotation. Any such costs will be incurred by the General Contractor. NOTE: Pricing on this quotation is valid for a period of thirty (30) days from the time the quotation Is accepted. Materials purchased for the project after the thirty (30) day period has expired are subject to price adjustments that reflect increases in the current cost of such materials. Such material price adjustments will increase the contract sum and be processed by means of a contract change order. Thin proposal may be withdrawn by Wayne Automatic Fire Sprinklers if not accepted within thirty (30) days, or if a contract agreeable to both parties cannot be negotiated. NOTE: Important Wormation with Regards to Your CPVC Fire Sprinkler System Your CPVC tin: sprinkler system will enhance the safety and security of your building when properly cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are corrosive to metallic piping. As with any piping material, there are however, certain chemicals that can be detrimental to CPVC. Occasionally some of these chemicals may be found in some construction products, site preparations and building maintenance. There are certain things that you need to be mindful of in caring for or working around your CPVC fire sprinkler system. Please review the web -site for Lubrizol FGGBM Compatible Program. WWW.SYSTEMCOMPATIBLE.COM ADDENDUM THORNBROOKE-FIRELINES LAST NINE BUILDINGS -PHASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES EXHIBIT A SCOPE/CONTRACT PRICE/SCHEDULE Job No.: H.0160.16611100.009000.320100.10 Commitment 320100 Taylor Morrison's Representative: Brl{Ln Dalrvmole Contractor's Representative: Carl McQualg Consultant shall provide the following services for the Project (the 'Services'): Per Your ProRaal dated February 8. 2017. The Services related to this Addendum shall be completed during the following time frames: Feb.8.2017-Mor.30.2017. The Approved Budget related to this Addendum Is as Consultant's hourly fee schedule (including time period for which rates apply) is as follows: Per Master Agreement. Taylor Morrison 2 Master Authorkft Addendum — Professional Services Ver. 4.24.14-FLORIDA AUTHORIZING ADDENDUM THORNBROOKE-FIRELINES LAST NINE BUILDINGS -PHASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES TAYLOR MORRISON: CONSULTANT: Taylor Morrison of Florlda, Inc. a Florida WAYNE AUTOMATIC FIRE corporation Job Code: H.0160.16611100.008000.920100.10 Commitment 320100 NOTICE TO PROCEED DATE February B. 2017 SUBSTANTIAL COMPLETION DATE: March 30, 2017 DESCRIPTION OF WORK - This Addendum to Master Agreement for Development Services ("Addendum') is made and entered into effective as of 8a day of Match, 2017 by and between Taylor Morrison of Florida, Inc. a Florida corporation (Taylor Morrison') and WAYNE AUTOMATIC FIRE SPRINKLER, ('CONSULTANT'), with respect to the Master Agreement for Development Services between Taylor Morrison and Consultant dated January 1, 2018 (the *Agreement'). 1. Servfoes. Pursuant to the Agreement, Consultant shall perform the Services for the Approved Budget within the time frame set forth on Exhibit A attached hereto and subject to the Insurance coverage requirements set forth In Paragraph 7.1 of the Agreement. 2. =. The Work will be performed at the job site (the 'Site'). the location of which Is legally described on Exhibit B attached hereto. Unless otherwise defined hereln, all capitalized terms used In this Addendum shall have the meanings set forth in the Agreement. This Addendum may be executed simultaneously or in counterparts, each of which shall be deemed an ortglnel, but all of which together shall constitute one and the some Instrument In the event of a conflict between the provisions of the Agreement and this Addendum, the Agreement shall control except to the extent that the Addendum specifically states that a provision Is Intended to modify the Agreement Except as supplemented by this Addendum. all provisions of the Agreement shall remain In full force and effect. TAYLOR MORRISON: CONSULTANT: Taylor Morrison of Florida, Inc. a Florida WAYNE AUTOMA71 SPRINKLER corporation By: By: Print Name: Brien Dahvmcle Print Name: 8A1411 Dready TRIe: Undg/Site Department Manager MileDate: March 13, 2017 Taylor Morrison 1 Master Authorizing Addendum — Professional Services Ver. 4.24.14-FLORIDA Effective Date: 4/14/201S 8:13 Expiration Date: 4/12/2020 8:13 VP Purchasing OR Purchasing M Date: V. Taylor Morrison Schedule B Unless spedfkally Identified herein, terns and conditions of the Master Alinement apply lfioiiitiioolie•lS::»;: fin.:. .?tct . W/.YNCAUTOMATIC.FIRE SPRINKLER::;; Modxkettotm end ttune" to Nds document ese Rpres* prow*ed. Pete 1 of Printed 4114no1S a-11 AM Contractor. dz w/o- W. Date: HYDRAULIC CALCULATIONS PRODUCT DATA SUBMITTAL For THORNEBROOK TOWNHOMES LOTS 198=202 WAFS # 85825 OH SANFORD, FLORIDA WAYNE AUTOMATIC FIRE SPRINKLERS, INC. 222 CAPITOL COURT - OCOEE, FL 34761 TEL (407) 656-3030 or FAX (407) 656-8026 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEF, FL 34761 Pit (407) 977-5578 FAX: (407) 558—SMO Certircate of Authorization Nmbar 29038 Robert A Dewar. P.E. FL License No. 70837 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculation Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Birch Unit B-1 Sheet Number FPB.1 Location White Cedar Road Design Area B-1 Contract 858" Data File Thornebrook B-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Birch Unit B-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPB.1 Date: 10/11 /17 Design Remote area number: B-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: 256 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.3 - GPM @ 36.7 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/07 Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number: 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thomebrook Birch Unit B-1 Date 10/11/07 City Water Supply: Demand: C1 - Static Pressure : 65 DI - Elevation 7.652 C2 - Residual Pressure: 55 D2 - System Flow : 31.113 C2 - Residual Flow 1000 D2 - System Pressure : 36.758 Hose ( Demand ) D3 - System Demand Safety Margin : 28.226 150 140 130 p 120 R 110 E 100 S 90 Sao U 70 R 60 E 50 40 30 20 10 of 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C2 Fittings Used Summary Wayne Automatic Thornebrook Birch Unit B-1 Page 3 Date 10/11/07 Fitting Legend Abbrev. Name 5S 1 I% 1A 2 2% 3 3% 4 5 6 6 10 12 14 16 18 20 24 F 4V Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T W Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U' CPVC W Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V• CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Birch Unit B-1 Page 4 Date 10/11/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. B1 19.667 4.9 7.0 na 12.96 132 19.667 4.9 7.2 na 13.15 BA 20.333 8.23 na BC 20.333 11.55 na BD 20.333 13.12 na 200 20.333 13.75 na 100 10.333 19.75 na 101 10.333 20.96 na TB 10.333 21.66 na BB 1.0 26.59 na UG4 3.0 28.83 na UG3 3.0 30.45 na BFt 3.0 30.67 na BF2 3.0 38.57 na C218 3.0 38.91 na 5.0 C248 3.0 38.92 na UG2 3.0 38.92 na UG1 3.0 38.92 na C203 3.0 38.92 na C202 3.0 38.92 na C190 3.0 38.92 na C132 3.0 38.92 na C125 3.0 38.92 na, C64 3.0 38.92 na ST1 3.0 38.92 na ST2 3.0 36.92 na TEE 3.0 38.92 na HYD 2.0 36.76 na The maximum velocity is 13.96 and it occurs in the pipe between nodes BA and BC 0.05 256 7.0 0.05 256 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-1 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes "•"`« Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B1 12.96 0.874 U 4.0 9.167 7.000 K Factor = 4.90 to 150.0 V 3.0 7.000 0.288 BA 12.96 0.0939 0.0 16.167 1.518 Vel = 6.93 0.0 12.96 8.230 • K Factor = 4.52 B2 13.15 0.874 U 4.0 6.667 7.201 K Factor = 4.90 to 150.0 V 3.0 7.000 0.288 BA 13.15 0.0964 0.0 13.667 1.317 Vel = 7.03 0.0 13.15 8.230 K Factor = 4.58 BA 26.11 0.874 V 3.0 6.667 8.230 to 150.0 0.0 3.000 0.0 BC 26.11 0.3431 0.0 9.667 3.317 Vel = 13.96 BC 0.0 0.874 0.0 4.583 11.547 to 150.0 0.0 0.0 0.0 BD 26.11 0.3430 0.0 4.583 1.572 Vel = 13.96 BD 0.0 1.101 U 5.0 0.667 13.119 to 150.0 0.0 5.000 0.0 200 26.11 0.1113 0.0 5.667 0.631 Vel = 8.80 200 0.0 1.101 V 5.0 10.000 13.750 to 150.0 0.0 5.000 4.331 100 26.11 0.1115 0.0 15.000 1.672 Vel = 8.80 100 0.0 1.101 0.0 10.833 19.753 to 150.0 0.0 0.0 0.0 101 26.11 0.1114 0.0 10.833 1.207 Vel = 8.80 101 0.0 1.394 21,11 12.0 7.833 20.960 to 150.0 0.0 12.000 0.0 TB 26.11 0.0353 0.0 19.833 0.701 Vel = 5.49 TB 0.0 1.394 Z 4.762 9.333 21.661 to 150.0 S 11.11 15.871 4.042 BB 26.11 0.0353 0.0 25.204 0.890 Vel = 5.49 0.0 26.11 26.593 K Factor = 5.06 BLDG UG BB 26.11 1.598 U 7.0 13.000 26.593 to 150.0 V 8.0 15.000 1.732 UG4 26.11 0.0182 0.0 28.000 0.509 Vel = 4.18 UG4 0.0 1.598 0.0 89.000 28.834 to 150.0 0.0 0.0 0.0 UG3 26.11 0.0182 0.0 89.000 1.616 Vel = 4.18 UG3 0.0 1.598 V 8.0 15.000 30.450 to 150.0 0.0 8.000 0.0 BF1 26.11 0.0182 0.0 23.000 0.418 Vel = 4.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Birch Unit B-1 Page 6 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """"" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pin BF1 0.0 2.067 T 10.0 20.000 30.868 to 120.0 L 3.0 13.000 7.445 Fixed Loss = 7.445 BF2 26.11 0.0078 Zik 0.0 33.000 0.259 Vel = 2.50 BF2 0.0 1.913 G 1.036 34.000 38.572 to 150.0 T 10.364 11.400 0.0 C218 26.11 0.0076 0.0 45.400 0.343 Vel = 2.91 0.0 26.11 38.915 K Factor = 4.19 SITE UG C218 16.46 7.98 G 6.041 423.000 38.915 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 16.46 0.0 0.0 469.814 0.001 Vel = 0.11 C248 0.0 7.98 G 6.041 33.000 38.916 to 150.0 0.0 6.040 0.0 UG2 16.46 0.0 0.0 39.040 0.0 Vel = 0.11 UG2 3.95 7.98 G 6.041 431.000 38.916 to 150.0 T 52.855 58.895 0.0 ST1 20.41 0.0 0.0 489.895 0.003 Vel = 0.13 0.0 20.41 38.919 K Factor = 3.27 C218 14.66 7.98 3F 40.774 483.000 38.915 to 150.0 G 6.041 99.669 0.0 UG1 14.66 0.0 T 52.855 582.669 0.001 Vel = 0.09 0.0 14.66 38.916 K Factor = 2.35 UG1 3.95 7.98 0.0 254.000 38.916 to 150.0 0.0 0.0 0.0 C203 3.95 0.0 0.0 254.000 0.0 Vel = 0.03 C203 0.0 7.98 0.0 24.000 38.916 to 150.0 0.0 0.0 0.0 C202 3.95 0.0 0.0 24.000 0.0 Vel = 0.03 C202 0.0 7.98 G 6.041 205.000 38.916 to 150.0 T 52.855 58.895 0.0 UG2 3.95 0.0 0.0 263.895 0.0 Vel = 0.03 0.0 3.95 38.916 K Factor = 0.63 UG1 10.70 7.98 0.0 252.000 38.916 to 150.0 0.0 0.0 0.0 C 190 10.7 0.0 0.0 252.000 0.001 Vel = 0.07 C 190 0.0 7.98 G 6.041 202.000 38.917 to 150.0 0.0 6.040 0.0 C132 10.7 0.0 0.0 208.040 0.0 Vel = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Birch Unit B-1 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C132 0.0 7.98 3F 40.774 502.000 38.917 to 150.0 0.0 40.774 0.0 C125 10.7 0.0 0.0 542.774 0.001 Vel = 0.07 C125 0.0 7.98 3F 40.774 430.000 38.918 to 150.0 0.0 40.774 0.0 C64 10.7 0.0 0.0 470.774 0.0 Vel = 0.07 C64 0.0 7.98 G 6.041 171.000 38.918 to 150.0 T 52.855 58.895 0.0 ST1 10.7 0.0 0.0 229.895 0.001 Vel = 0.07 0.0 10.70 38.919 K Factor = 1.72 ST1 31.11 7.98 G 6.041 128.000 38.919 to 150.0 T 52.855 58.895 0.0 ST2 31.11 0.0 0.0 186.895 0.001 Vel = 0.20 ST2 0.0 9.79 G 6.747 360.000 38.920 to 150.0 T 67.474 74.221 0.0 TEE 31.11 0.0 0.0 434.221 0.002 Vel = 0.13 TEE 0.0 6.34 G 4.952 15.000 38.922 to 140.0 L 14.855 19.807 2.166 HYD 31.11 0.0001 0.0 34.807 0.002 Vel = 0.32 0.0 31.11 36.758 K Factor = 5.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. EM CAPITOL COURT GME1; FL 34761 PFt (407) 977-5578 FAX: (407) 6511-8028 Certirmebe of Authorisation Mober 2900E Hobert I Dewar. P.E. FL Ucense No. 70837 Ed S. Snider. P.E. FL Licerm No. 7174 Hydreule Celcdetions Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Birch Unit B-2 Sheet Number FPB.1 Location White Cedar Road Design Area B-2 Contract 858" Data File Thornebrook B-2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Birch Unit B-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPBA Date: 10/11 /17 Design Remote area number. B-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density. 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. vARIES - SgFt Type of sprinklers calculated. Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated. 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 45.9 - GPM @ 57.5 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11 /17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Thomebrook Birch Unit B-2 Page 2 Date 10/11/17 City Water Supply: Demand: Ct - Static Pressure : 65 D1 - Elevation 8.085 C2 - Residual Pressure: 55 D2 - System Flow : 45.891 C2 - Residual Flow 1000 D2 - System Pressure 57.479 Hose ( Demand ) D3 - System Demand : 44YU§T Safety Margin 7.488 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 01 100 200 300 400 500 600 700 800 900 FLOWN" 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thomebrook Birch Unit B-2 Date 10/11/17 Fitting Legend Abbrev. Name Y. 1 I% 1h 2 2% 3 3A 4 5 8 8 10 12 14 16 18 20 24 F 4V Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 e 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Gerrene Swing Cheek Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 9V Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U' CPVC W Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V• CPVC Tee Branch Tyco 0 3 5 8 6 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 2 Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Lk Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Page 4 Thornebrook Birch Unit B-2 Date 10/11/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 83 20.667 4.9 16.7 na 20.02 83T 21.333 17.36 na 84 19.667 4.9 18.13 na 20.87 134T 20.333 18.64 na BC 20.333 22.23 na BD 20.333 23.27 na 200 20.333 24.71 na 100 10.333 32.88 na 101 10.333 35.64 na TB 10.333 37.25 na BB 1.0 43.33 na UG4 3.0 46.23 na UG3 3.0 49.94 na BFt 3.0 50.89 na BF2 3.0 58.84 na C218 3.0 59.63 na 5.0 C248 3.0 59.63 na UG2 3.0 59.63 na UG1 3.0 59.63 na C203 3.0 59.63 na C202 3.0 59.63 na C190 3.0 59.63 na C132 3.0 59.63 na C125 3.0 59.63 na C64 3.0 59.63 na ST1 3.0 59.63 na ST2 3.0 59.64 na TEE 3.0 59.64 na HYD 2.0 57.48 na The maximum velocity is 13.78 and it occurs in the pipe between nodes BD and 200 0.05 400 16.7 0.05 256 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B3 20.02 0.874 U 4.0 0.500 16.700 K Factor = 4.90 to 150.0 0.0 4.000 0.288 B3T 20.02 0.2098 0.0 4.500 0.944 Vel = 10.71 133T 0.0 0.874 3U 12.0 11.083 17.356 to 150.0 V 3.0 15.000 0.433 BD 20.02 0.2099 0.0 26.083 5.476 Vel = 10.71 0.0 20.02 23.265 K Factor = 4.15 w B4 20.87 0.874 V 3.0 0.500 18.135 K Factor = 4.90 to 150.0 0.0 3.000 0.288 B4T 20.87 0.2266 0.0 3.500 0.793 Vel = 11.16 B4T 0.0 0.874 U 4.0 11.833 18.640 to 150.0 0.0 4.000 0.0 BC 20.87 0.2266 0.0 15.833 3.587 Vel = 11.16 BC 0.0 0.874 0.0 4.583 22.227 to 150.0 0.0 0.0 0.0 BD 20.87 0.2265 0.0 4.583 1.038 Vel = 11.16 BD 20.02 1.101 U 5.0 0.667 23.265 to 150.0 0.0 5.000 0.0 200 40.89 0.2555 0.0 5.667 1.448 Vel = 13.78 200 0.0 1.101 V 5.0 10.000 24.713 to 150.0 0.0 5.000 4.331 100 40.89 0.2555 0.0 15.000 3.832 Vel = 13.78 100 0.0 1.101 0.0 10.833 32.876 to 150.0 0.0 0.0 0.0 101 40.89 0.2555 0.0 10.833 2.768 Vel = 13.78 101 0.0 1.394 2U 12.0 7.833 35.644 to 150.0 0.0 12.000 0.0 TB 40.89 0.0810 0.0 19.833 1.606 Vel = 8.60 TB 0.0 1.394 Z 4.762 9.333 37.250 to 150.0 S 11.11 15.871 4.042 BB 40.89 0.0810 0.0 25.204 2.041 Vel = 8.60 0.0 40.89 43.333 K Factor = 6.21 BLDG UG BB 40.89 1.598 U 7.0 13.000 43.333 to 150.0 V 8.0 15.000 1.732 UG4 40.89 0.0416 0.0 28.000 1.166 Vel = 6.54 UG4 0.0 1.598 0.0 89.000 46.231 to 150.0 0.0 0.0 0.0 UG3 40.89 0.0416 0.0 89.000 3.705 Vel = 6.54 UG3 0.0 1.598 V 8.0 15.000 49.936 to 150.0 0.0 8.000 0.0 BF1 40.89 0.0417 0.0 23.000 0.958 Vel = 6.54 BF1 0.0 2.067 T 10.0 20.000 50.894 to 120.0 L 3.0 13.000 7.353 Fixed Loss = 7.353 BF2 40.89 0.0180 Zik 0.0 33.000 0.593 Vel = 3.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""*"* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF2 0.0 1.913 G 1.036 34.000 58.840 to 150.0 T 10.364 11.400 0.0 C218 40.89 0.0173 0.0 45.400 0.787 Vel = 4.56 0.0 40.89 59.627 K Factor = 5.30 SITE UG C218 24.27 7.98 G 6.041 423.000 59.627 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 24.27 0.0 0.0 469.814 0.003 Vel = 0.16 C248 0.0 7.98 G 6.041 33.000 59.630 to 150.0 0.0 6.040 0.0 UG2 24.27 0.0 0.0 39.040 0.0 Vel = 0.16 UG2 5.84 7.98 G 6.041 431.000 59.630 to 150.0 T 52.855 58.895 0.0 ST1 30.11 0.0 0.0 489.895 0.005 Vel = 0.19 0.0 30.11 59.635 K Factor = 3.90 C218 21.62 7.98 3F 40.774 483.000 59.627 to 150.0 G 6.041 99.669 0.0 UG1 21.62 0.0 T 52.855 582.669 0.003 Vel = 0.14 0.0 21.62 59.630 K Factor = 2.80 UG1 5.83 7.98 0.0 254.000 59.630 to 150.0 0.0 0.0 0.0 C203 5.83 0.0 0.0 254.000 0.0 Vel = 0.04 C203 0.0 7.98 0.0 24.000 59.630 to , 150.0 0.0 0.0 0.0 C202 5.83 0.0 0.0 24.000 0.0 Vel = 0.04 C202 0.0 7.98 G 6.041 205.000 59.630 to 150.0 T 52.855 58.895 0.0 UG2 5.83 0.0 0.0 263.895 0.0 Vel = 0.04 0.0 5.83 59.630 K Factor = 0.75 UG1 15.78 7.98 0.0 252.000 59.630 to 150.0 0.0 0.0 0.0 C190 15.78 0.0 0.0 252.000 0.001 Vel = 0.10 C 190 0.0 7.98 G 6.041 202.000 59.631 to 150.0 0.0 6.040 0.0 C132 15.78 0.0 0.0 208.040 0.0 Vel = 0.10 C132 0.0 7.98 3F 40.774 502.000 59.631 to 150.0 0.0 40.774 0.0 C125 15.78 0.0 0.0 542.774 0.002 Vel = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "CV. or Ftng's Pe Pv *"""""" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C125 0.0 7.98 3F 40.774 430.000 59.633 to 150.0 0.0 40.774 0.0 C64 15.78 0.0 0.0 470.774 0.001 Vel = 0.10 C64 0.0 7.98 G 6.041 171.000 59.634 to 150.0 T 52.855 58.895 0.0 ST1 15.78 0.0 0.0 229.895 0.001 Vel = 0.10 0.0 15.78 59.635 K Factor = 2.04 ST1 45.89 7.98 G 6.041 128.000 59.635 to 150.0 T 52.855 58.895 0.0 ST2 45.89 0.0 0.0 186.895 0.004 Vel = 0.29 ST2 0.0 9.79 G 6.747 360.000 59.639 to 150.0 T 67.474 74.221 0.0 TEE 45.89 0.0 0.0 434.221 0.003 Vel = 0.20 TEE 0.0 6.34 G 4.952 15.000 59.642 to 140.0 L 14.855 19.807 2.166 HYD 45.89 0.0001 0.0 34.807 0.003 Vel = 0.47 0.0 45.89 57.479 K Factor = 6.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection &dneering, Inc. BE CAPROL COURT GMEF, FL 34761 Pit (407) 977-5579 FAX: (407) 555—OMB Certifioabe of Authorization Number 29036 Hobert 1 Dewar. P& FL License No. 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calctdatione Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Redwood Unit R-1 Sheet Number FPR.1 Location White Cedar Road Design Area R-1 Contract 858" Data File Thornebrook R-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Redwood Unit R-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Redwood Unit Location: White Cedar Road Drawing no: FPR.1 Date: 10/11/17 Design Remote area number. R-1 Remote area location: 1st Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: 400 - SgFt Type of sprinklers calculated. Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated. 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 47.1 - GPM @ 57.8 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Thomebrook Redwood Unit R-1 Page 2 Date 10/11/17 City Water Supply: Demand: C1 - Static Pressure : 65 D1 - Elevation 3.176 C2 -Residual Pressure: 55 D2 - System Flow : 47.092 C2 - Residual Flow 1000 D2 - System Pressure : 57.847 Hose ( Demand) D3 - System Demand : 4 . 2 Safety Margin 7.118 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW( N"1.85) Computer Programs by Hydretec Inc. Route 111 Windham N.H. USA 03087 C2 Fittings Used Summary Wayne Automatic Thomebrook Redwood Unit R-1 Page 3 Date 10/11/17 Fitttrg Legend Abbrev. Name Y. t 1 % l % 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 F 4S Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 a 9 13 16 18 24 27 30 34 40 R• CPVC Coup -Tee Run Tyoo 0 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T W Flow Thru Tee 3 4 5 6 a 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 v' CPVC Tee Branch Tyco 0 3 5 6 a 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flaw Switch 2 2 2 3 4 5 a 7 8 10 12 14 19 22 27 35 40 45 50 61 Zik WDdns 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Schad 40 per NFPA. Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Redwood Unit R-1 Page 4 Date 10/11/17 Node Elevation K-fact Pt Pn Flow Density Area Press No. Actual Actual Reg. R1 9.333 4.9 16.7 na 20.02 0.05 400 16.7 R1T 10.3 18.7 na R2 9.333 4.9 20.28 na 22.07 0.05 400 16.7 RA 10.333 22.63 na 100 10.333 28.37 na 101 10.333 31.79 na TR 10.333 34.4 na OR 1.0 40.94 na UG5 3.0 43.59 na UG4 3.0 46.27 na UG3 3.0 50.18 na BF1 3.0 51.19 na BF2 3.0 59.16 na C218 3.0 59.99 na 5.0 C248 3.0 60.0 na UG2 3.0 60.0 na UGt 3.0 60.0 na C203 3.0 60.0 na C202 3.0 60.0 na C190 3.0 60.0 na C132 3.0 60.0 na C125 3.0 60.0 na C64 3.0 60.0 na ST1 3.0 60.0 na ST2 3.0 60.01 na TEE 3.0 60.01 na HYD 2.0 57.85 na The maximum velocity is 22.51 and it occurs in the pipe between nodes RA and 100 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Redwood Unit R-1 Page 5 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. " C . or Ftng's Pe Pv ••••••• Notes •••••• Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R1 20.02 0.874 2U 8.0 3.500 16.700 K Factor = 4.90 to 150.0 0.0 8.000 0.419 R 1 T 20.02 0.2099 0.0 11.500 2.414 Vel = 10.71 R1T 0.0 0.874 0.0 18.833 18.695 to 150.0 0.0 0.0 0.014 RA 20.02 0.2100 0.0 18.833 3.954 Vel = 10.71 0.0 20.02 22.635 K Factor = 4.21 R2 22.07 0.874 U 4.0 4.083 20.283 K Factor = 4.90 to 150.0 V 3.0 7.000 0.433 RA 22.07 0.2513 0.0 11.083 2.785 Vel = 11.80 RA 20.02 0.874 0.0 6.916 22.635 to 150.0 0.0 0.0 0.0 100 42.09 0.8298 0.0 6.916 5.739 Vel = 22.51 100 0.0 1.101 0.0 12.667 28.374 to 150.0 0.0 0.0 0.0 101 42.09 0.2695 0.0 12.667 3.414 Vel = 14.18 101 0.0 1.394 2U 12.0 18.583 31.788 to 150.0 0.0 12.000 0.0 TR 42.09 0.0854 0.0 30.583 2.613 Vel = 8.85 TR 0.0 1.394 4R 4.0 9.333 34.401 to 150.0 Z 4.762 19.871 4.042 BR 42.09 0.0854 S 11.11 29.204 2.495 Vel = 8.85 0.0 42.09 40.938 K Factor = 6.58 BLDG UG BR 42.09 1.598 V 8.0 13.000 40.938 to 150.0 0.0 8.000 1.732 UG5 42.09 0.0439 0.0 21.000 0.922 Vel = 6.73 UG5 0.0 1.598 0.0 61.000 43.592 to 150.0 0.0 0.0 0.0 UG4 42.09 0.0439 0.0 61.000 2.680 Vel = 6.73 UG4 0.0 1.598 0.0 89.000 46.272 to 150.0 0.0 0.0 0.0 UG3 42.09 0.0439 0.0 89.000 3.909 Vel = 6.73 UG3 0.0 1.598 V 8.0 15.000 50.181 to 150.0 0.0 8.000 0.0 BF1 42.09 0.0440 0.0 23.000 1.011 Vel = 6.73 BF1 0.0 2.067 T 10.0 20.000 51.192 to 120.0 L 3.0 13.000 7.347 Fixed Loss = 7.347 BF2 42.09 0.0189 Zik 0.0 33.000 0.625 Vel = 4.02 BF2 0.0 1.913 G 1.036 34.000 59.164 to 150.0 T 10.364 11.400 0.0 C218 42.09 0.0183 0.0 45.400 0.830 Vel = 4.70 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Redwood Unit R-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 42.09 59.994 K Factor = 5.43 SITE UG C218 24.91 7.98 G 6.041 423.000 59.994 Oa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 24.91 0.0 0.0 469.814 0.004 Vel = 0.16 C248 0.0 7.98 G 6.041 33.000 59.998 to 150.0 0.0 6.040 0.0 UG2 24.91 0.0 0.0 39.040 0.0 Vel = 0.16 UG2 5.98 7.98 G 6.041 431.000 59.998 to 150.0 T 52.855 58.895 0.0 ST1 30.89 0.0 0.0 489.895 0.005 Vel = 0.20 0.0 30.89 60.003 K Factor = 3.99 C218 22.18 7.98 3F 40.774 483.000 59.994 to 150.0 G 6.041 99.669 0.0 UG1 22.18 0.0 T 52.855 582.669 0.004 Vel = 0.14 0.0 22.18 59.998 K Factor = 2.86 UG1 5.98 7.98 0.0 254.000 59.998 to 150.0 0.0 0.0 0.0 C203 5.98 0.0 0.0 254.000 0.0 Vel = 0.04 C203 0.0 7.98 0.0 24.000 59.998 to 150.0 0.0 0.0 0.0 C202 5.98 0.0 0.0 24.000 0.0 Vel = 0.04 C202 0.0 7.98 G 6.041 205.000 59.998 to 150.0 T 52.855 58.895 0.0 UG2 5.98 0.0 0.0 263.895 0.0 Vel = 0.04 0.0 5.98 59.998 K Factor = 0.77 R UG1 16.20 7.98 0.0 252.000 59.998 to 150.0 0.0 0.0 0.0 C190 16.2 0.0 0.0 252.000 0.0 Vel = 0.10 C190 0.0 7.98 G 6.041 202.000 59.998 to 150.0 0.0 6.040 0.0 C 132 16.2 0.0 0.0 208.040 0.001 Vel = 0.10 C132 0.0 7.98 3F 40.774 502.000 59.999 to 150.0 0.0 40.774 0.0 C125 16.2 0.0 0.0 542.774 0.001 Vel = 0.10 C125 0.0 7.98 3F 40.774 430.000 60.000 to 150.0 0.0 40.774 0.0 C64 16.2 0.0 0.0 470.774 0.002 Vel = 0.10 C64 0.0 7.98 G 6.041 171.000 60.002 to 150.0 T 52.855 58.895 0.0 ST1 16.2 0.0 0.0 229.895 0.001 Vel = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Redwood Unit R-1 Page 7 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C. or Ftng's Pe Pv ••••""" Notes '"'••• Point Qt Pf/Ft Eqv. Ln. Total Pf Pin 0.0 16.20 60.003 K Factor = 2.09 ST1 47.09 7.98 G 6.041 128.000 60.003 to 150.0 T 52.855 58.895 0.0 ST2 47.09 0.0 0.0 186.895 0.004 Vel = 0.30 ST2 0.0 9.79 G 6.747 360.000 60.007 to 150.0 T 67.474 74.221 0.0 TEE 47.09 0.0 0.0 434.221 0.003 Vel = 0.20 TEE 0.0 6.34 G 4.952 15.000 60.010 to 140.0 L 14.855 19.807 2.166 HYD 47.09 0.0001 0.0 34.807 0.003 Vel = 0.48 0.0 47.09 57.847 K Factor = 6.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. BEE CAPITOL COURT OCOEF, FL 34761 Pit (407) 677-55713 FAX: (407) 866-8028 Certificate of Authorization Number 28036 Robert A Oewar. P.E. FL License No. 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calctdatione Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-1 Sheet Number FPW.1 Location White Cedar Road Design Area W-1 Contract 858" Data File Thornebrook W-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Willow Unit W-1 HYDRAULIC CALCULATIONS for Project name: ' Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPW.1 Date: 10/11/17 Design Remote area number. W-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. 256/324 - SgFt Type of sprinklers calculated. Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated. 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.7 - GPM @ 43.3 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Thomebrook Willow Unit W-1 Page 2 Date 10/11/17 City Water Supply: Demand: C1 -Static Pressure : 65 DI - Elevation 7.652 C2 - Residual Pressure: 55 D2 - System Flow : 31.672 C2 - Residual Flow 1000 D2 - System Pressure : 43.276 Hose ( Demand) D3 - System Demand Safety Margin : 21.707 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 01 100 200 300 400 500 600 700 800 900 FLOW( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 C2 Fittings Used Summary Wayne Automatic Thomebrook Willow Unit W-1 Page 3 Date 10/11/17 Flaft Legend Abbrev. Name 1 1Y. 1Y. 2 2% 3 3A 4 5 8 8 10 12 14 18 18 20 24 F 4V Elbow 1 1 t 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 8 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 8 8 9 13 18 is 24 27 30 34 40 s Genenc Swing Check Vlv 4 5 5 7 9 11 14 18 19 22 27 32 45 55 85 78 87 98 109 130 T W Flow Thru Tee 3 4 5 8 8 10 12 15 17 20 25 30 35 50 80 71 81 91 101 121 U' CPVC W Elbow Tyco 0 4 5 8 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V• CPVC Tee Branch Tyco 0 3 5 8 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 2 Generic Flow Switch 2 2 2 3 4 5 8 7 8 10 12 14 is 22 27 35 40 45 50 81 2ik VAlkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with •. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Willow Unit W-1 Page 4 Date 10/11/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. W1 19.667 4.9 7.83 na W2 19.667 4.9 7.0 na 2T 20.333 8.37 na WA 20.333 9.25 na WB 20.333 10.73 na 200 20.333 13.05 na 100 10.333 22.02 na TW 10.333 26.46 na BW 1.0 31.42 na UG5 3.0 34.1 na UG4 3.0 35.25 na UG3 3.0 36.93 na BF1 3.0 37.37 na BF2 3.0 45.08 na C218 3.0 45.43 na C248 3.0 45.43 na UG2 3.0 45.43 na UG1 3.0 45.43 na C203 3.0 45.43 na C202 3.0 45.43 na C190 3.0 45.43 na C132 3.0 45.43 na C125 3.0 45.44 na C64 3.0 45.44 na ST1 3.0 45.44 na ST2 3.0 45.44 na TEE 3.0 45.44 na HYD 2.0 43.28 na 13.71 0.05 256 7.0 12.96 0.05 256 7.0 5.0 The maximum velocity is 14.26 and it occurs in the pipe between nodes WA and WB Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C.. or Ftng's Pe Pv Notes •.ww.. Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W1 13.71 0.874 U 4.0 9.417 7.826 K Factor = 4.90 to 150.0 V 3.0 7.000 0.288 WA 13.71 0.1042 0.0 16.417 1.710 Vel = 7.33 0.0 13.71 9.248 K Factor = 4.51 W2 12.96 0.874 U 4.0 7.667 7.000 K Factor = 4.90 to 150.0 2V 6.0 10.000 0.288 2T 12.96 0.0939 0.0 17.667 1.659 Vel = 6.93 0.0 12.96 8.371 K Factor = 4.48 2T 12.96 0.874 0.0 9.333 8.371 to 150.0 0.0 0.0 0.0 WA 12.96 0.0940 0.0 9.333 0.877 Vel = 6.93 WA 13.71 0.874 0.0 4.167 9.248 to 150.0 0.0 0.0 0.0 WB 26.67 0.3566 0.0 4.167 1.486 Vel = 14.26 WB 0.0 0.874 V 3.0 3.500 10.734 to 150.0 0.0 3.000 0.0 200 26.67 0.3569 0.0 6.500 2.320 Vel = 14.26 200 0.0 0.874 V 3.0 10.000 13.054 to 150.0 0.0 3.000 4.331 100 26.67 0.3568 0.0 13.000 4.638 Vel = 14.26 100 0.0 1.101 2U 10.0 28.250 22.023 to 150.0 0.0 10.000 0.0 TW 26.67 0.1159 0.0 38.250 4.433 Vel = 8.99 TW 0.0 1.394 Z 4.762 9.333 26.456 to 150.0 S 11.11 15.871 4.042 BW 26.67 0.0367 0.0 25.204 0.926 Vel = 5.61 0.0 26.67 31.424 K Factor = 4.76 BLDG UG BW 26.67 1.598 2U 14.0 36.000 31.424 to 150.0 0.0 14.000 1.732 UG5 26.67 0.0189 0.0 50.000 0.944 Vel = 4.27 UG5 0.0 1.598 0.0 61.000 34.100 to 150.0 0.0 0.0 0.0 UG4 26.67 0.0189 0.0 61.000 1.153 Vel = 4.27 UG4 0.0 1.598 0.0 89.000 35.253 to 150.0 0.0 0.0 0.0 UG3 26.67 0.0189 0.0 89.000 1.681 Vel = 4.27 UG3 0.0 1.598 V 8.0 15.000 36.934 to 150.0 0.0 8.000 0.0 BF1 26.67 0.0189 0.0 23.000 0.434 Vel = 4.27 BF1 0.0 2.067 T 10.0 20.000 37.368 to 120.0 L 3.0 13.000 7.439 Fixed Loss = 7.439 BF2 26.67 0.0082 Zik 0.0 33.000 0.269 Vel = 2.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .,CIO or Ftng's Pe Pv *'wwwww Notes wwwwww Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF2 0.0 1.913 G 1.036 34.000 45.076 to 150.0 T 10.364 11.400 0.0 C218 26.67 0.0079 0.0 45.400 0.357 Vel = 2.98 0.0 26.67 45.433 K Factor = 3.96 SITE UG C218 16.75 7.98 G 6.041 423.000 45.433 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 16.75 0.0 0.0 469.814 0.001 Vel = 0.11 C248 0.0 7.98 G 6.041 33.000 45.434 to 150.0 0.0 6.040 0.0 UG2 16.75 0.0 0.0 39.040 0.0 Vel = 0.11 UG2 4.03 7.98 G 6.041 431.000 45.434 to 150.0 T 52.855 58.895 0.0 ST1 20.78 0.0 0.0 489.895 0.003 Vel = 0.13 0.0 20.78 45.437 K Factor = 3.08 w C218 14.92 7.98 3F 40.774 483.000 45.433 to 150.0 G 6.041 99.669 0.0 UG1 14.92 0.0 T 52.855 582.669 0.001 Vel = 0.10 0.0 14.92 45.434 K Factor = 2.21 w UG1 4.02 7.98 0.0 254.000 45.434 to 150.0 0.0 0.0 0.0 C203 4.02 0.0 0.0 254.000 0.0 Vel = 0.03 C203 0.0 7.98 0.0 24.000 45.434 to 150.0 0.0 0.0 0.0 C202 4.02 0.0 0.0 24.000 0.0 Vel = 0.03 C202 0.0 7.98 G 6.041 205.000 45.434 to 150.0 T 52.855 58.895 0.0 UG2 4.02 0.0 0.0 263.895 0.0 Vel = 0.03 0.0 4.02 45.434 K Factor = 0.60 w UG1 10.89 7.98 0.0 252.000 45.434 to 150.0 0.0 0.0 0.0 C190 10.89 0.0 0.0 252.000 0.001 Vel = 0.07 C190 0.0 7.98 G 6.041 202.000 45.435 to 150.0 0.0 6.040 0.0 C132 10.89 0.0 0.0 208.040 0.0 Vel = 0.07 C132 0.0 7.98 3F 40.774 502.000 45.435 to 150.0 0.0 40.774 0.0 C125 10.89 0.0 0.0 542.774 0.001 Vel = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C125 0.0 7.98 3F 40.774 430.000 45.436 to 150.0 0.0 40.774 0.0 C64 10.89 0.0 0.0 470.774 0.0 Vel = 0.07 C64 0.0 7.98 G 6.041 171.000 45.436 to 150.0 T 52.855 58.895 0.0 ST1 10.89 0.0 0.0 229.895 0.001 Vel = 0.07 0.0 10.89 45.437 K Factor = 1.62 f ST1 31.67 7.98 G 6.041 128.000 45.437 to 150.0 T 52.855 58.895 0.0 ST2 31.67 0.0 0.0 186.895 0.002 Vel = 0.20 ST2 0.0 9.79 G 6.747 360.000 45.439 to 150.0 T 67.474 74.221 0.0 TEE 31.67 0.0 0.0 434.221 0.001 Vel = 0.13 TEE 0.0 6.34 G 4.952 15.000 45.440 to 140.0 L 14.855 19.807 2.166 HYD 31.67 0.0001 0.0 34.807 0.002 Vel = 0.32 0.0 31.67 43.276 K Factor = 4.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Enqjnaering, Inc. 222 CAMM COURT OCOEE, FL 34761 PIt (407) 977-5578 FAX; (407) IMS-8128 Certificate of Authorisation Number 29038 Hobert Jl Dewar. P.E. FL License No. 70937 Ed S. Snider, P.E. FL Licerm No. 71374 Hydraulic Celcudatione Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-2 Sheet Number FPWA Location White Cedar Road Design Area W-2 Contract 858•' Data File Thornebrook W-2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Willow Unit W-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Town homes Willow Unit Location: White Cedar Road Drawing no: FPWA Date: 10/11/17 Design Remote area number. W-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density. 0.05 - Gpm/SgFt Area of application: 1 sprk - SgFt Coverage per sprinkler. 400 - SgFt Type of sprinklers calculated. Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated. 1 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 25.0 - GPM @ 50.6 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Thomebrook Willow Unit W-2 Page 2 Date 10/11/17 City Water Supply: Demand: C1 - Static Pressure : 65 D1 - Elevation 7.623 C2 - Residual Pressure: 55 D2 - System Flow : 25.024 C2 - Residual Flow 1000 D2 - System Pressure : 50.615 Hose ( Demand ) D3 - System Demand : Y5624-- Safety Margin 14.374 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 02 E 50 40 30 20 10 01 100 200 300 400 500 600 700 800 900 FLOW( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C2 Fittings Used Summary Wayne Automatic Thomebrook Willow Unit W-2 Page 3 Date 10/11/17 Fitting Legend Abbrev. Name A Y. 1 1 % 1 % 2 2% 3 3% 4 5 8 e 10 12 14 18 18 20 24 F 49 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 8 7 8 10 11 13 L Long Tum Elbow 1 1 2 2 2 3 4 5 5 8 8 9 13 18 18 24 27 30 34 40 S Generic Swing Check Vtv 4 5 5 7 9 11 14 18 9 22 27 32 45 55 85 78 87 98 109 130 T W Flow Thru Tee 3 4 5 8 8 10 12 15 17 20 25 30 35 50 80 71 81 91 101 121 u' CPVC W Elbow Tyco 0 4 5 8 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V• CPVC Tee Branch Tyco 0 3 5 8 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flaw Switch 2 2 2 3 4 5 8 7 8 10 12 14 18 22 27 35 40 45 50 81 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Schad 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Willow Unit W-2 Page 4 Date 10/11/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. W3 19.6 4.9 16.7 na 20.02 0.05 400 16.7 WA 20.333 24.22 na WB 20.333 25.09 na 200 20.333 26.46 na 100 10.333 33.52 na TW 10.333 36.13 na BW 1.0 40.71 na UG5 3.0 43.0 na UG4 3.0 43.68 na UG3 3.0 44.67 na BF1 3.0 44.93 na BF2 3.0 52.57 na C218 3.0 52.78 na 5.0 C248 3.0 52.78 na UG2 3.0 52.78 na UG1 3.0 52.78 na C203 3.0 52.78 na C202 3.0 52.78 na C190 3.0 52.78 na C132 3.0 52.78 na C125 3.0 52.78 na C64 3.0 52.78 na ST1 3.0 52.78 na ST2 3.0 52.78 na TEE 3.0 52.78 na HYD 2.0 50.62 na The maximum velocity is 10.71 and it occurs in the pipe between nodes W3 and WA Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ••*•** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W3 20.02 0.874 3U 12.0 22.333 16.700 K Factor = 4.90 to 150.0 V 3.0 15.000 0.317 WA 20.02 0.2099 0.0 37.333 7.837 Vel = 10.71 0.0 20.02 24.220 K Factor = 4.07 WA 20.02 0.874 0.0 4.167 24.220 to 150.0 0.0 0.0 0.0 WB 20.02 0.2100 0.0 4.167 0.875 Vel = 10.71 WB 0.0 0.874 V 3.0 3.500 25.095 to 150.0 0.0 3.000 0.0 200 20.02 0.2098 0.0 6.500 1.364 Vel = 10.71 200 0.0 0.874 V 3.0 10.000 26.459 to 150.0 0.0 3.000 4.331 100 20.02 0.2100 0.0 13.000 2.730 Vel = 10.71 100 0.0 1.101 2U 10.0 28.250 33.520 to 150.0 0.0 10.000 0.0 TW 20.02 0.0682 0.0 38.250 2.608 Vel = 6.75 TW 0.0 1.394 Z 4.762 9.333 36.128 to 150.0 S 11.11 15.871 4.042 BW 20.02 0.0216 0.0 25.204 0.545 Vel = 4.21 0.0 20.02 40.715 K Factor = 3.14 BLDG UG BW 20.02 1.598 2U 14.0 36.000 40.715 to 150.0 0.0 14.000 1.732 UG5 20.02 0.0111 0.0 50.000 0.556 Vel = 3.20 UG5 0.0 1.598 0.0 61.000 43.003 to 150.0 0.0 0.0 0.0 UG4 20.02 0.0111 0.0 61.000 0.678 Vel = 3.20 UG4 0.0 1.598 0.0 89.000 43.681 to 150.0 0.0 0.0 0.0 UG3 20.02 0.0111 0.0 89.000 0.989 Vel = 3.20 UG3 0.0 1.598 V 8.0 15.000 44.670 to 150.0 0.0 8.000 0.0 BF1 20.02 0.0111 0.0 23.000 0.255 Vel = 3.20 BF1 0.0 2.067 T 10.0 20.000 44.925 to 120.0 L 3.0 13.000 7.482 Fixed Loss = 7.482 BF2 20.02 0.0048 Zik 0.0 33.000 0.158 Vel = 1.91 BF2 0.0 1.913 G 1.036 34.000 52.565 to 150.0 T 10.364 11.400 0.0 C218 20.02 0.0046 0.0 45.400 0.210 Vel = 2.23 0.0 20.02 52.775 K Factor = 2.76 SITE UG Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Willow Unit W-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. CIO or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C218 13.24 7.98 G 6.041 423.000 52.775 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 13.24 0.0 0.0 469.814 0.001 Vel = 0.08 C248 0.0 7.98 G 6.041 33.000 52.776 to 150.0 0.0 6.040 0.0 UG2 13.24 0.0 0.0 39.040 0.0 Vel = 0.08 UG2 3.18 7.98 G 6.041 431.000 52.776 to 150.0 T 52.855 58.895 0.0 ST1 16.42 0.0 0.0 489.895 0.002 Vel = 0.11 0.0 16.42 52.778 K Factor = 2.26 C218 11.79 7.98 3F 40.774 483.000 52.775 to 150.0 G 6.041 99.669 0.0 UG1 11.79 0.0 T 52.855 582.669 0.001 Vel = 0.08 0.0 11.79 52.776 K Factor = 1.62 UG1 3.18 7.98 0.0 254.000 52.776 to 150.0 0.0 0.0 0.0 C203 3.18 0.0 0.0 254.000 0.0 Vel = 0.02 C203 0.0 7.98 0.0 24.000 52.776 to 150.0 0.0 0.0 0.0 C202 3.18 0.0 0.0 24.000 0.0 Vel = 0.02 C202 0.0 7.98 G 6.041 205.000 52.776 to 150.0 T 52.855 58.895 0.0 UG2 3.18 0.0 0.0 263.895 0.0 Vel = 0.02 0.0 3.18 52.776 K Factor = 0.44 UG1 8.61 7.98 0.0 252.000 52.776 to 150.0 0.0 0.0 0.0 C190 8.61 0.0 0.0 252.000 0.0 Vel = 0.06 C 190 0.0 7.98 G 6.041 202.000 52.776 to 150.0 0.0 6.040 0.0 C132 8.61 0.0 0.0 208.040 0.001 Vel = 0.06 C132 0.0 7.98 3F 40.774 502.000 52.777 to 150.0 0.0 40.774 0.0 C 125 8.61 0.0 0.0 542.774 0.0 Vel = 0.06 C125 0.0 7.98 3F 40.774 430.000 52.777 to 150.0 0.0 40.774 0.0 C64 8.61 0.0 0.0 470.774 0.001 Vel = 0.06 C64 0.0 7.98 G 6.041 171.000 52.778 to 150.0 T 52.855 58.895 0.0 ST1 8.61 0.0 0.0 229.895 0.0 Vel = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Willow Unit W-2 Date 10/11/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes *•"" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 8.61 52.778 K Factor = 1.19 ST1 25.02 7.98 G 6.041 128.000 52.778 to 150.0 T 52.855 58.895 0.0 ST2 25.02 0.0 0.0 186.895 0.001 Vel = 0.16 ST2 0.0 9.79 G 6.747 360.000 52.779 to 150.0 T 67.474 74.221 0.0 TEE 25.02 0.0 0.0 434.221 0.001 Vel = 0.11 TEE 0.0 6.34 G 4.952 15.000 52.780 to 140.0 L 14.855 19.807 2.166 HYD 25.02 0.0 0.0 34.807 0.001 Vel = 0.25 0.0 25.02 50.615 K Factor = 3.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bulletin 135 Rev. M Model F1 R e I I a b I e Residential Sprinklers for N Design Density of .05 gpm4t2 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpmW Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed Pendent/FP 4. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed PendenVFP 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed PendenVF1 9. F1 Res 58 Recessed PendenVFP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. F1 Res 44 HSW 18. F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX 21. KRes58 HSWX 22. F1 Res 58 HSW Recessed HSW/F2 23. F1 Res 44 SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) i F1 Res 30, 49, 58 & 76 F1 Res 30, 49, 58 & 76 Recessed Pendent / F1 Recessed Pendent / FP F1 Res 30, 49, 58 & 76 CCP Pendent Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model F1 Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model F1 Res 44 SWC Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass -bulb and low profile decorative design. The F1 Res F1 Res 44&58 Recessed HSW/F2 F1 Res 44 Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specialty engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: '/2" NPT (RI/2) K-Factor: 3.0 (43.2) (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (70.6) (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (83.5) (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (109KActual) - F1 Res 76 Pendent Sprinkler 4.4 (63) (Actual) - F1 Res 44 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Model F1 Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard'. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 13 2013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are Escutcheon*, F1 or F2, Data: the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for in- stalling Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and 'Top" mark- ing must face ceiling. Type Adjustment A" Face of fitting to ceiling Deflector Distance below bottom of beam Inch (mm) Inch (mm) Inch (mm) Inch mm F 1 3/4 (19,0) Min. Recessed = 15/e (41.3) 3/e (9.5) 13/. (44.4) Max. Recessed ='/e 22.2 11/e 28.6 1(25.4) F2 e (12.7) Min. Recessed = 15/e (41.3) 3/e (9.5) 13/, (44.4) Max. Recessed =1'/e 28.6 e 22.2 1 % 31.7 Note: Escutcheons F1 or F2 may be used with Model Ft Res 49. 58 & 76 Recessed Pendent Sprinkler Model F1 Res 30, 49, 58 & 76 Pende Model F1 Res 30 Recessed Pendent / F2 nt ° Mod, I i-i Ices 4% Set; sr ie rtecessea rent 1 escutcheon. 3/4" (19mm) adiustmeni lent / F1 2 1/4• HOLE OLt 372-1 1 u/1a- 01~ 49.?mmJ r-;_a nI.'TURN COLLARUNTILIx 1/2' REDUCER nCHr A"NST SPRINKLER FACE OF nnmc r0 ORIENCN DOSS I CDUAOC DWENSaDN.• 1/ 8' #1 ESCUTCHEON) F2 ESCUICN£ON) AOJUSTYENT J2mm) i 2 27/32- OK 722mm) Fig. 1 Fig. 2 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Thread Nominal Orifice Max. Pressure Sprinkler Temp. Rating Max. Ambient Temp, Actual K Sprinkler Length OF C OF °C SizeInchmmIbarFactor I Inch mm hR PT 2'/ ai (8.2) 175 (12) 155 79 100 38 3.0 (43.2) 2.25 (57) Max Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max.Coverage area Spacing SOC) 75°F/7 Top of Blector o Ceiling Spacing xFt ( r Ft ( m) Flow sure Flow Pressure chmm50 Ft ( m) GPMUminPSIbarGPMUminPSI(bar)( 12 x 12 (3,6 x 3,6) 12(3.6) 8(30.3) 7.0 (0,48) 8(30.3) 7.0 (0,48) Smooth Ceilings 1'/4 to 4 (31.7 to 102) using F2 escutcheon. Beamed Ceilings per NFPA 131), 13R or 13 installed in beams 1'/4 to 13/4 8( 2,4) 14x14 (4,3 x 4,3) 14(4.3) 10 (37,8) 11 (0,76) 10 (37,8) 11 (0,76) 16 x 16 (4,9 x 4,9) 16 (4,9) 13 (49) 18.8 (1,3) 13 (49) 18A (1,3) 31.7 to 44.4 usinci F2 escutcheon For Ceilina tvoes refer to NFPA 13. 13R or 13D 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) Max. Sprinkler Max. Actual Sprinkler Thread Nominal Orifice Pressure Tem . sting Ambient Tem . K Length Size Inch (mm) I bar Factor Inch mmOF °C OF C 2' NPT R+/z 7/16' (11) 175 (12) 155 1 68 175 79 100 150 38 66 4.9 (70.6) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Sparing 155°F/68°C 175°W79°C to Ceiling SpacingFlowPressureFlowPressureRxR (m x m) Ft (m) Inch (mm) R (m) GPM L ruin PSI GPM ILAW PSI 12 x 12 (3,6 x 3,6) 12(3.6) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) Smooth Ceilings 1'/4 to 4 (31.7 to 102) using F2 escutcheon. 1 to 4 (25.4 to 102) using F114x14 (4,3 x 4,3) 14(4,3) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) escutcheon. Beamed Ceilings per NFPA 8(2,4) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) 13D, 13R or 13 installed in beams 1'/4 to 13/4 (31.7 to18x18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12 (0,83) 17 (64,3) 12 (0,83) 44.4) using F2 escutcheon, 1 20x20(6,1x6,1) 20(6,1) 20(75,7) 16.7(1,14) 20(75,7) 16,7(1,14) to13/4(25.4to44.4)using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 115SVOFitiB°C1 1175°F/79°C to Ceiling SpacingFlowPressureFlowPressureRxR (m x m) Ft (m) Inch (mm) R (m) GPM Ldnin PSI GPM Ldnin PSI 12 x 12 (3,6 x 3,6) 12(3.6) 15 (57) 9.4 (0,65) 15 (57) 9.4 (0,65) Smooth Ceilings 4 to 8 (100 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (60,5) 10.6 (0,73) 16 (60,5) 10.6 (0,73) 4 to 8 (100 to 203) using Ft escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 17 (64,3) 12.0 (0,83) 17 (64,3) 12.0 (0,83) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams 8(2.4) 18 x 18 (5,5 x 5,5) 18(5.5) 19 (72) 15.0 (1,0) 19 (72) 15.0 (1,0) 4'/4 to 8 (108 to 203) using F2 escutcheon, 4 to 8 (100 to 203) 20 x 20 (6,1 x 6,1) 20(6.1) 22 (83,2) 20.2 (1,4) 22 (83,2) 20.2 (1,4) using Ft escutcheon Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice Max. Pressure Sprinkler Temp.Rahn Max. Ambient Temp.K Actual Sprinkler Length Size Inch (mm) I bar Factor Inch mmOFCOFC h' NPT R+ y2• (13) 175 (12) 155 175 68179 1001150 38 66 5.8 (83.5) 2.25 (57) Ordinary Temp. Rating Interrrmediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°Fi68°C 175°F/79°C to Ceiling Spacing Flow Pressure Flow PressureRxR (m x m) Ft (m) Inch (mm) R (m) GPM L knin PSI GPM UmIn PSI 12 x 12 (3,6 x 3,6) 12(3.6) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Smooth Ceilings 1'/4 to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) 1 to 4 (25A to 102) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 130. 13R or 13 installed in beams 8(2.4) 18 x 18 (5,5 x 5,5) 18(5.5) 19 (72) 10.8 (0,75) 19 (72) 10.8 (0,75) 1'/4 to 13/4 (31.7 to 44.4) using F2 escutcheon, 1 to 13A (25.4 to 20 x 20 (6,1 x 6,1) 20(6.1) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 44.4) using Ft escutcheon For Ceiling types refer to NFPA 13. 13R or 13D 3. Technical Data: F1 Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nominal Orifice Max. Sprinkler Max. K Sprinkler Size Inch (mm) Pressure Tem . atIna Ambient Tern Factor Length OF C F CIbar Inch mm 3/.' NPT R . 11/u' (13.5) 175 (12) 155 175 68 79 100 150 38 66 7.6(109) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Max. Spacing 1550Fi68°C 175°F/790C Top of Deflector to Ceiling SpacingFlowPressureFlowGPMPressureRxFt (m x m) R (m) Inch (mm) GPM Ihnln PSI (bar) Lltnln PSI R (m) 12 x 12 (3,6 x 3,6) 12(3,6) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Smooth Ceilings 41/4 to 8 (108 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) 4 to 8 (100 to 203) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 138 or 13 installed in 8(2.4) 18 x 18 (5,5 x 5,5) 18(5,5) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) beams 41/4 to 8 (108 to 203) us- ing F2 escutcheon, 4 to 8 (100 20 x 20 (6,1 x 6,1) 20(6.1) 23 (87,1) 9.2 (0,63) 23 (87,1) 9.2 (0,63) to 203) using F1 escutcheon For Ceilina Noes refer to NFPA 13. 13R or 13D MI ael F7 FIes 3u, 4w, sa a /6 GC:P Pen Not listed for corrosion resistance. dent* • Model F1 Res 30, 49, 58 & 76 2 HOL£[IN6CE/L/NG W. 2 5/16- DIA. 58.7mmJ CUP i 1 x 1/2' REDUCER CUP I CEILING 1/4' JLSmmJ 1 ; MAX. FAG£ OF FITTING TO FACE OF CEILING Z,, DIMENSION 1 i 4. A COVER ADJUSTMENT i HEIGHT 3 5/16' OM 135FG04E 84.1 F1 RES 30, 49. 58 & 76 CCP PEND. Fig. 3 Note: The F1 Res 76 will use a 1 " x'/4" reducer. CCP Cover Plate Data: A,. B„ C„ Cover Adjustment CCP Height Deflector Distance below bottom Inch (mm) Inch (mm) of beam Inch mm 1/212.7 t5/le 24 s 13 - 1 25.4 5/ te 7.9 e/. 19 1/4 13 - 1 25.4 FP push-on/thread-off escutcheon 2 5/8- Du. [66.7mm] HOLE IN CEILING 2 5/16- Du. 58. 7mm] Cup i— = a 1' X 1/2' REDUCER I I 1 1 CEILING 1 1/2' [38.1mmJ MAX. FACE OF F1 /TANG TO FACE OF CEILING won D MfNSION I/ 2' [13mM1 MAX. A' FPADJUSTMENT1 F1 RES 49 PENDENT/FP Fig. 4 FP Escutcheon Data: B„ FP Position A" Deflector Distance below bottom Inch ( mm) of beam Inch mm Max. Recessed 1/1e 11 z 12.7 Min. Recessed t5/le 24 1(25.4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. 4. Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/FP (SIN R3511) Thread Nominal Max. CCP Assembly Max. Sprinkler Orifice Pressure Temp. Ratin Ambient Temp. Factor Length OF C OF CInchmmIbar Inch mm h' NPT R'h 21,; (8.2) 175 (12) j 135 57I 100 I 38 3.0 (43.2) i 2.25 (57) Ordinary Temp. Rating Minimum Max. Coverage area Max. Spacing 155WO SOCI Top of Deflector to Ceiling Spacing Flow PressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM Umin PSI bar Smooth Ceilings %2 to 1 (13 to 25.4) using CC P. 12 x 12 (3,6 x 3,6) 12(3.6) 8(30,3) 7.0 (0,48) h to 1 (13 to 25.4) using FP escutcheon. Beamed Ceilings per NFPA 1313, 13R or 13 installed in 8(2.4) 14 x 14 (4,3 x 4,3) 14(4.3) 11 (37,8) 13.4 (0,92) beams'/2 to 1 (13 to 25.4) using CCP. h to 1 (13 to 25.4) using FP escutcheon. For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) Nominal Max. CCP Assembly Max' Sprinkler Thread Orifice Pressure Temp. Ambient K Length Size Inch i ( bar) Factor Inch (mm) mm) OF RatingTemp. I ° C OF C i NPT R'/ 2 a' ( 11) 175 (12) 135 57 100 38 4.9 (70.6) 2.25 (57) Max. Coverage Marea ax. Spacing Ordinary Temp. Rating 155° FitiB°C Top of Deflector to Ceiling Minimum Ft x Ft (m x m) Ft ( m) Inch (mm) Spacing Ft ) FlowPressureGPM Urnin PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 13 (49) 7.0 (0,48) Smooth Ceilings'h to 1 (13 to 25.4) using 14 x 14 (4,3 x 4,3) 14(4.3) 13 (49) 7.0 (0,48) CCP. h to 1 (13 to 25.4) using FP escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 14 (53) 8.2 (0,56) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams'/2 to 1 (13 to 25.4) using 8( 2.4) 18 x 18 (5,5 x 5,5) 18(5.5) 18 (68,1) 13.5 (0,93) CCP. h to 1(13 to 25.4) using FP escutcheon. 20x20( 6,1 x6.1) 20(6,1) 20(75,7) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (SIN R3513) Nominal Max. CCP Assembly Max. K Sprinkler Thread size Orifice Pressure Temp. RetinaAmbient Temp. Factor Length OF C OF oC InchmmIbarInch mm W NPT i (13) 175 (12) 135 57 100 38 5.8 (83.5) 2.25 (57) R' h Max. Coverage Max. Spacing Ordinary Temp. Rating 155 C Top of Deflector to Ceiling Minimum area Ft x Ft (m x m) Ft ( m) Inch (mm) Spacing Ft ( m) FlowPressureGPM Umin PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 16 (61) 7.6 (0,53) Smooth Ceilings'/2 to 1 (13 to 25.4) using CCP. h to 1(13 to 25.4) using FP escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (61) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams'h to 1 ( 13 to 25.4) using CCP. 8( 2.4) 18 x 18 (5,5 x 5,5) 18(5.5) 19 (72) 10.8 (0,75) 2 to 1 (13 to 25.4) using FP escutcheon. 20x20( 6,1x6,1) 20(6,1) 22(83,3) 14.4(1,0) For Ceiling Noes refer to NFPA 13. 13R or 130 5. Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP (SIN R7618) Thread Nominal Max. CCP Assembly Max. K Sprinkler size Orifice Pressure Temp. at ng Amble Temp. Factor Length OFt57 C OF eCInchmmIbar Inch mm z/ NPT R /. t7/32' (13.5) 175 (12) 135 100 150 38 66 7.6 (109) 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing 155°F/68°C Top of Deflector to Ceiling SpacingFlowPressureFtxFt (m x m) Ft (m) Inch (mm) m) GPM Umin PSI(bar) Ft 12 x 12 (3,6 x 3,6) 12(3.6) 21 (79,5) 7.6 (0,53) Smooth Ceilings'/z to 1 (13 to 25.4) using CCP. h to 1(13 to 25.4) using FP escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 21 (79,5) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 21 (79,5) 7.6 (0,53) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams'/z to 1 (13 to 25.4) using CCP. 8(2,4) 18 x 18 (5,5 x 5,5) 18(5.5) 22 (83,3) 8.4 (0,58) z to 1 (13 to 25.4) using FP escutcheon. 20 x 20 (6,1 x 6,1) 20(6,1) 25 (94,6) 10.8 (0,74) For Ceiling types refer to NFPA 13, 13R or 13D FACE or nmNc ro WALL 01MENSION 1 1/I' MIN J1.Bmmf 2 1/4' HOLE ON 1/B. A" 572mmJ J.2mm) CEILING r0 DEFLECTOR I' X !/2" REDUCER 1 DIMENSION y 49.2--] I 2 27/J2- DA 72.2mmJ r rURN COLLAR UNRL now A"NSr SPRINKLER 1 WRENCH BOSS. J l 1/2" [1Jmm) usraoe-O AOJUSwENr F1 RES 58 44 HSW/F2 Fig. 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) Model F1 Res 44 & 58 HSW 0 Model F1 Res 44 & 58 Recessed HSW/F2 Thread Nominal Max. Sprinkler Max' Ambient K Sprinkler Size Orifice Pressure Temp. Rating Temp. Factor Length Inch (mm) psi (bar) Inch (mm) OF C F oC z' NPT R /z a/e" (10) 175 (12) 155 175 68 79 100 150 38 66 4.4 (63) 2.45 (62) A F2 escutcheon, 1/2" (13mm) adjustment Escutcheon, F2, Data: Face of Fitting Type Adjustment to wall Inch (mm) Inch (mm) F2 z (13) 4.7 - 17.4) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155eFi1380C Intermediate Temp. Rating 175°F/790c Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (Umin) Pressure PSI bar Flow GPM VmIn) Pressure PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 12 (45,4) 7.5 (0,52) 12 (45,4) 7.5 (0,52) 4 to 6 (100 to 152); 2 (13) recessed using F2 escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4.9) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 18 (4,9 x 5,5) 16(4.9) 18 (68,1) 16.8 (1,16) 18 (68,1) 16.8 (1,16) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72,0) 18.7 (1,29) 19 (72,0) 18.7 (1,29) 16 x 20 (4,9 x 6.1) 16(4,9) 23 (87,1) 27.4 (1,89) 23 (87,1) 27.4 (1,89) 12 x 12 (3,6 x 3,6) 12(3.6) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 6 to 12 (152 to 305); h (13) recessed using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4.3) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 16 (4,9 x 4,9) 16(4.9) 17 (64,4) 15.0 (1,04) 17 (64,4) 15.0 (1,04) 16 x 18 (4,9 x 5,5) 16(4.9) 20 (75,7) 20.7 (1,43) 20 (75,7) 20.7 (1,43) 16x20(4,9x6.1) 16(4,9) 23(87,1) 27.4(1,89) 1 23(87,1) 27.4(1,89) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 2 33 Escutcheon, F2, Data: Nominal Max. Sprinkler Adjustment Max. Sprinkler Face of Fitting Thread Length Type Inch (mm) to wallOrificePressureTemp. Rating Ambient p. Factor Inch (mm) I (fir) F °Cmm °F °C mm 2' NPT 155 68 100 38 F2 1/2 (13) '/- " /. e z' (13) 175 (12) 5.8 (83.5) 2.45 (62) (4.7 - 17.4) R, 175 79 150 66 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing 155eF/68OC 175°F/79°C Ceiling Spacing Flow Pressure Flow PressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM Umin PSI bar GPM Umin PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 16 (60,6) 7.6 (0,53) 16 (60,6) 7.6 (0,53) 4 to 6 (100 to 152); 14 x 14 (4,3 x 4,3) 14(4.3) 18 (68,2) 9.7 (0,69) 18 (68,2) 9.7 (0,69) 16 x 16 (4,9 x 4,9) 16(4.9) 21 (79,5) 13.2 (0,91) 21 (79,5) 13.2 (0,91) 2 (13) recessed using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4.9) 25 (94,7) 18.6 (1,28) 25 (94,7) 18.6 (1,28) 8(2,4) 16 x 20 (4,9 x 6,1) 16(4.9) 29 (109,8) 25.0 (1,73) 29 (109,8) 25.0 (1,73) 12 x 12 (3,6 x 3,6) 12(3,6) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 6 to 12 (152 to 305); 1/2(13)recessed 14 x 14 (4,3 x 4,3) 14(4,3) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 16 x 16 (4,9 x 4,9) 16(4.9) 26 (98,4) 20.1 (1,39) 26 (98,4) 20.1 (1,39) using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4.9) 31 (117,4) 1 28.6 (1,97) 31 (117,4) 1 28.6 (1,97) For Ceiling types refer to NFPA 13, 13R or 13D 7. Model F1 Res 44 SWC" Not listed for corrosion resistance. r2- ror.ea, ro r r/.- pr.2s-1 M..i ne JOtBOnrn/ r— Or ru r. was Oin+w+ an W Air wm nCHr ACA#4r WALL. yl_ I x 1/2• Rfdu- 7 P, R CMunn0.0 1 r 1 woI rron 2s/re• Oio. I • Aiif rWN COLLAR Wra nCI? AaWW VMKLER aRrrKR BOSS. 1 71/J?• 2 07-1 iavoor I 1/2•(r2ro-1 WjW~t F1 RES 44 SWC Fig. 6 Technical Data: F1 Res 44 SWC i SIN R3531 Nominal Max. Cover Max. SprinklerThread Orifice Pressure Temp. Ambient K LengthSize Inch (mm) psi (bar) RatingTemp. Factor Inch (mm) OF OC OF oC h' NPT R'h 3/8- (10) 175 (12) 135 57 100 38 4.4 (63) 2.45 (62) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155°Fi6f3°C Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM L/min Pressure PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 13 (49,2) 8.7 (0,60) 4 to 6 (100 to 152); 2 (13) recessed using F2 escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4.9) 17 (64,3) 15.0 (1,1) 16 x 18 (4,9 x 5,5) 16(4,9) 19 (71,8) 18.7 (1.13) 16 x 20 (4,9 x 6,1) 16(4,9) 23 (87,1) 27.4 (1,89) 12 x 12 (3,6 x 3,6) 12 (3,6) 14 (52,9) 10.2 (0,71) 6 to 12 (152 to 305); h (13) recessed using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4.3) 15 (56,7) 11.7 (0,81) 16 x 16 (4,9 x 4,9) 16(4.9) 18 (68,1) 16.8 (1.16) 16 x 18 (4,9 x 5,5) 16(4.9) 20 (75,6) 20.7 (1,43) For Ceiling types refer to NFPA 13, 13R or 13D 1.1 Technical Data: F1 Res 58 HSWX (SIN RA3533) Thread Nominal Max. Sprinkler Max. Amblent K Sprinkler Sprinkler Size Orifice Pressure Temp. Rating Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) F C oFem aC Bulb h" NPT R h 1/2,03) 175 (12) 155 175 68 79 100 150 38 66 5.8 (83.5) 2.45 (62) RA3533 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to MinimumMax. Coverage area Max. Spacing 155°F/68°C 175°Fl79°C Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM Umin PSI bar GPM UmIn) PSI bar 18 x 20 (5,5 x 6, 1) 18(5,5) 30(114) 26.8(1.85) 30(114) 26.8(1,85) 4 to 6 (100 to 152): 20x20(6,1 x6,1) 20(6,1) 30(114) 26.8(1,85) 30(114) 26.8(1,85) 16 x 22 (4,9 x 6,7) 16(4.9) 33 (125) 32.4 (2,23) 33 (125) 32.4 (2,23) h (13) recessed using F2 escutcheon 16 x 24 (4,9 x 7,3) 16(4.9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) 8(2.4) 14 x 26 (4,3 x 7,9) 14(4.3) 42 (160) 52.4 (3,75) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5,5) 35 (133) 36.4 (2,5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305); 2 (13) recessed 16 x 22 (4,9 x 6,7) 16(4.9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) 42 (160) 52.4 (3,6) using F2 escutcheon 14 x 26 (4,3 x 7,9) 14(4,3) 46 (174) 62.9 (4,34) 46 (174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 13D FACE OF nMNC r0 WALL DIMENSION 1 I V16' MIN. 2 1/4' NOL£ DK 01.8-1 A' 7.2mmf 1/8 CEILING rO J'2mm] DEFLECTOR I' X 1/2' REDUCER I DIMENSION I ' 19.2mm] — 2 27/32' OK 72.2--1 TURN COLLAR UINVIRL ncHr AOAws SPRINKLER WRENCH BOSS. Ij 1/2' [11mm] usrae AwusrMENr F1 RES 58 HSWX Fig. 7 0 Model F1 Res 58 HSWX (Bulb) Model KRes58 HSWX (Link) Technical Data: KRes58 HSWX (RA3593) Thread Nominal Max. Max. Ambient K Sprinkler Sprinkler Size Orifice Pressure Tem . Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) F OC Link ZRNP T 2" 03) 175 (12) 100 38 5.8 (83.5) 2.45 (62) RA3593 Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 165°Fl7VC Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM Umtn Pressure PSI bar 18 x 20 (5,5 x 6,1) 18(5.5) 29 (109) 25 (1,72) 4 to 6 (100 to 152); 2 (13) recessed using F2 escutcheon 8(2.4) 20x20(6,1 x6,1) 20(6,1) 30(114) 26.8(1,85) 16 x 22 (4,9 x 7,3) 16(4.9) 33 (125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16(4,9) 38 (144) 42.9 (2,96) 14 x 26 (4,3 x 7,9) 14(4.3) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5.5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305); h (13) Recessed using F2 escutcheon 16 x 22 (4,9 x 6,7) 16(4.9) 38 (144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4.9) 42 (160) 52.4 (3,6) 14 x 26 (4,3 x 7,9) 14(4.3) 46 (174) 62.9 (4,34) For Ceiling types refer to NFPA 13. 13R or 130 Maintenance Model F1 Res 30, 49. F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a Y2" NPT thread. Wa- DuPont Registered Trademark 10. ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] 175°F (79°C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish— specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon* coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155*F 68°C)] [175°F (790C)]. Sprinklers shall have a nomi- nal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] Chrome -plated] [White Polyester] [Special finish- spec- ify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 'h" adjustment (Model F2)] with 3/a" adjustment (Model F1)] [of push -on and thread off design with 'h" adjustment (Model FP)]. Standard fin- ish shall be [brass][bright chrome] [white painted]. Resi- dential recessed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 Recessed Pendent/F1] [Model F1 Res 30, 49 & 58 Recessed Pendent/F2] [Model F1 Res 30, 49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 30, 49 & 58 CCP Pendent Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a '/2" NPT thread. Water seal as- sembly shall consist of a Teflon* coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 1550F (68*C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a 'Y2" cover plate adjustment. Cover plate tem- perature rating shall be 1350F (570C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 44, F1 Res 58 Horizontal Sidewall, F1 Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be [cULus Listed] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a'h" NPT thread. Water seal assembly shall consist of a Teflon* coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155*F (68*C)] 175°F (79°C)]. The solder element (Link) version, the water seal consist of a cap with a bellville spring washer and a temperature rating of 1650F (74*C). The recessed assembly forthe HSWX (Bulb & Link) should be a steel two pieces escutcheon with 1/2" adjustment (Model F2) standard finish should be Bright Chrome and white paint- ed. The F1 Res 58 HSW is also available with low lead frame. F1 Res 58 HSW and HSWX sprinklers shall have a nominal K Factor of 5.8 and F1 Res 44 a nominal K factor of 4.4. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 44, F1 Res 58, F1 Res 58 HSWX & Model KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bulletin 135). Model F1 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal side - wall sprinkler with the following modifications: Replace horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with 'h" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 44/F2, SIN R3531 (Bulletin 135). Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/a" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [1550F (680C)] [175*F (79*C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). DuPont Registered Trademark 11. Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon" coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and hav- ing a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish— specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with '/2" adjust- ment (Model F2)] (with 3/4" adjustment (Model F1)] [of push -on and thread off design with %2" adjustment (Mod- el FP)]. Standard finish shall be [brass][bright chrome] white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/ F1] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/" NPT thread. Wa- ter seal assembly shall consist of a Teflon" coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having DuPont Registered Trademark a temperature rating of 155°F (68°C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a 'h" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (57°C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). Finishes (1) Standard Finishes Sprinkler F1, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White and Black White Painted Polyester(2) Coated Special Application Finishes Sprinkler F1, F2, FP Escutcheons Electroless Nickel PTFE(Teflon•)tn Electroless Nickel PTFE (Teflon*) Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome Dull Chrome Dull t') Other finishes and colors are available on special order. Consult factory for details. m cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. ® Recycled 800) 431-1588 Sales Offices Paper iabili 800) 848-6051 Sales Fax Revision lines indicate updated or new data. Rel(914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A 06/15 P/N 9999970235 tqco Fire &Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may Impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH-1900, Rev. 0, Janu- ary 2005 'Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange a rapid response HOME FIRE SPRINKLER SYSTEM B/azeMastert is a registered trademark of Noveon IP Holding Corp. Page 1 of 6 JANUARV, 2006 TFP1915 Page 2 of 6 TFP191S WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. Ibs./ft lbs./ft. PER LIFT Ibs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101, 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423" 126 3.26 1215 1531 3" 3.500" 2.952 1.87 4.83 720 1344 Installation Tyco Fire and Building Products TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook'. FIGURE 1— PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP191 S Page 3 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER TIO) lb.) TEE 80000 314" 5/8" 40 0.11 T/O 80001 1" 11/16" 40 0.19 80002 1-1/4" 7/8" 40 0.26 80003 1-112" 1-1/16" 80 0.51 80004 2" 1-3/8" 80 0.90 80005 2-1/2" 1-9/16" 80 1.59 T/O T/O 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 314" x 3/4" x 1" 3/4" 3/4" 5/8" 80132 40 0.14 80133 1" x 3/4" x 3/4' 9/16" 9116" 3/4' 40 0.14 80134 1" x 3/4' x 1' W4' 11116" 3/4' 40 0.17 80260 1' x 1' x 314" 5/8" 5/8" 13116" 40 0.16 80135 1-1/4" x 1" x 314" 5/8" 518" 15/16" 40 0.21 80136 1-1/4" x 1"x 1" 3/4" 3/4" 15116" 40 022 80137 1-1/4" x 1'x 1-1/4' 15/16' 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4" x 1-1/4' x 314" 5/8" 5/8" 7/8" 40 023 80262 1-1/4" x 1-1/4" x 1" 3/4" 314" 7/8" 40 0.26 Z 80138 1-1/4' x 1-1/4" x 1-1/2" 1" 1" 1" 80 0.43 T/O 80140 1-1/2' x 1-114' x 3l4" 9116' 9/16" 1" 80 0.36 80141 1-1/2' x 1-1/4" x 1" 9/16" SAW 1-1116" 80 0.38 80263 1-1/2' x 1-Irr x 3/4" 9/16" 9/16" V. 80 0.36 X YLrz 80264 1-1/2' x 1-1/2" x 1" 9/16" 9/16" 1-1/16" 80 0.38 80275 1-1/2" x 1-1/2" x 1-1/4" 7/8" 7/8" 1" 80 0.45 T/O T/O 80265 2" x 2" x 314" 314" 3/4" 1-3/8" 80 0.61 80266 2" x 2" x 1" 718" 7/8" 1-3/8" 80 0.66 80274 2' x 2' x 1-114" 1-1/16' 1-1/16" 1.318' 80 0.74 80267 2" x 2' x 1-1/2' 1-118" 1-1/8' 1-318" 80 0.78 80271 2-1/2" x 2-1/2" x 1" 1-9/16' 1-9/16" 1-9/16" 80 1.43 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16' 1-9/16" 1-9/16" 80 1.46 80273 2-1/2" x 2-1/2' x 1-112" 1-9116' 1-9/16" 1-9/16" 80 1.48 80276 2-1/2" x 2-1/Y x 2" 1-9116" 1-9116" 1-9/16" 80 1.50 80270 3"x 3" x 1-1/2" 1-13116" 1-13/16" 1-13116" 80 2.28 80268 3" x 3' x 2" 1-13116" 1-13116" 1-314" 80 2.25 80269 3" x 3" x 2-1/2' 1-13116' 1-13116" 1-13/16" 80 2.44 CROSS 6 REDUCING CROSS 80009 3/4" 9/16" 40 0.13 T/O 80010 1" 11/16" 40 0.23 80011 1-1/4' 15/16" 40 0.34 80012 1-112" 1-1116' 80 0.67 80013 2" 1-$/16" 80 1.00 80014 2-1/2' 1-9/16' 80 1.91 T/O 80008 3" 1-13116" 80 2.89 80015 1" x 1" x 3/4" x 314" 7/8" 40 0.28T/O T/O 80025 3/4" 5/8" 40 0.09 90' ELBOW 6 SM26 1 3/4" 40 0.14 REDUCING ELBOW 80027 1-1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1/16" 80 0.40 80029 2" 1-5/16" 80 0.79 80030 2-1/2" 1-9/16" 80 1.14 TIO 80031 3" 1-13116" 80 1.82 XxY X Y 80032 40 0.161' x 3/4" 11/16" 13/16' FIGURE 2 - FITTING DIMENSIONS (Part 1 of 4) Page 4 of 6 TFP191 S FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHO. WEIGHT TYPE NUMBER T/O) lb.) 45' ELBOW 80050 314" 318" 40 0.08 T/O 80051 1" 3/8" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 1/2" 80 0.31 T/0, 80054 2" 314" 80 0.56 80055 2-1/2" 13/16' 80 0.89 80056 3" 1" 80 1.19 80075 V4" 1/8" 40 0.07 COUPLING 6 80076 1" 1/8" 40 0.11 REDUCING COUPLING 80077 1-1/4" 3/16' 40 0.12 80078 1-1/2' 3/16" 80 0.25 80079 2" 3/16" 80 0.38 80080 2-1/2" 1/4" 80 0.67 T/O 80081 3" 3116" 80 0.91 80220 1' x 3/4' 118" 40 0.08 80200 1" x 3/4" 7/16' 40 0.04 80201 1-1/4" x 314" 112" 40 0.11 80202 1-1/4" x 1" 5116" 40 0.12 80203 1-112" x 3/4" 5/8" 80 0.16 80204 1-1/2" x 1" 1/2" 80 0.14 REDUCER BUSHING 80205 1-1/2" x 1-1/4' 3/8" 80 0.17 80206 2" x 3/4" 13116" 80 0.27 80207 T' x 1' 11/16" 80 0.26 Lu 80208 2" x 1-1/4" 9/16" 80 0.24 80209 2" x 1-1/2' 7/16" 80 0.19 I T/O 80215 2-1/2'x 1" 15116" 80 0.42 80214 2-1/2" x 1-1/4" 13116" 80 0.45 80213 2-1/2" x 1-1/2" 11/16" 80 0.46 80211 2-1/2" x 2" 5/8" 80 0.29 80210 3" x 2' 3/4' 8o 0.72 80212 3" x 2-1/2" 1/2" 80 0.47 CAP 80100 3l4" 5116" 40 0.04 80101 1" 318" 40 0.06 80102 1-1/4' 7/16" 40 0.10 80103 1-1/2" 11/16" 8o 0.20 80104 2" 518" 80 0.31 T/O 80105 2-1/2" 71W 80 0.58 80106 3' 1" 80 0.88 GROOVED TIO PIPE O.O. COUPLING ADAPTER 2-5/16" 1-1/4" (1.660") 80160 1-114" x 1-1/4" Groove 40 0.78 80161 1-1/2" x 1-1/2" Groove 2-5116" 1-1/2" (1.900") 80 0.95 PIPE 80162 2" x 2" Groove 2-5/16' 2" (2.375') 80 1.42 O.D. 80163 2-1/2' x 2-1/2' Groove 2-5116" 2-1/2" (2.875") 80 2.28 80164 3" x 3" Groove 2-1/4" 3" (3.500") 80 3.00 T/O -i 80169 2-1/7'x 76.1 mm Groove 2-5116" 76.1 mm (3.000") 80 2.28 FIGURE 2 - FITTING DIMENSIONS (Part 2 of 4) TFP191 S Page S of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER T/O) lb.) SPRINKLER HEAD ADAPTER 80175E 3/4" x 1!2" NPT 7/16" 80 0.20 80176E 1' x 1/2" NPT 7/16" 80 0.22 80175WL 314" x 1/2" NPT 7/16" 40 0.16 T!O 80179 1" x 314" NPT 13/18" 40 0.43 SPRINKLER HEAD ADAPTER 80175W 3/4" x 112" NPT 1/2" 40 0.19 T/O 80176W 1' x lrr NPT U2" 40 0.18 SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4" x 11Y NPT 1/2' 40 0.16 80178 1" x 1/2" NPT 9116" 40 0.20 I 80180 1" x 314" NPT 7/8" 40 0.40 FEMALE ADAPTER 80142 3/4" x 314' NPT 13/16" 40 0.41 80145 1' x 1" NPT 7M" 40 0.63 2 80146 1-114" x 1-114" NPT 1-1/8" 40 1.03 80147 1-1/2" x 1-1/2' NPT 1-3/8" 80 1.42 T/O 80148 2" x 2" NPT 1-11/16" 80 2.66 MALE ADAPTER 80157 314" x 314" NPT 1-5/16" 40 0.33mm, T!O — I 80158 1' x l' NPT 1-318' 40 0.56 XxYx2 X Y Z SPRINKLER HEAD ADAPTER TEE 0250 40 0.22314" x 3/4" x 112" NPT 9/16" 9116" 1" Z 80251 1" x 1' x 1/2" NPT 11/16" 11116" 1-3116" 40 0.29 T/O 80249 1' x l" x 1" NPT 15/16" 15116' 1-9/16" 40 0.73 80256 1-1/4" x 1' x 1/2" NPT 7/16" 9/16" 1-5/16" 40 0.30 80252 1-114" x 1-1l4" x 1/2" NPT 7/16" 7/16" 1-5/16" 40 0.31 80257 1-1/2" x 1-1/4" x 1/2" NPT 112" 11116" 1-7/16" 80 0.43 X Y 80254 1-1/2" x 1-1/2" x 1/2" NPT 1/2" 1/2" 1-7/16" 80 0.46 T!O T/O 80258 2' x 1-1/2" x 1/2' NPT 1/2' 5/8" 1-11/16" 80 0.56 80253 2" x 2" x 1/2" NPT 1/2' 1/2" 1-11/16" 80 0.62 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) Page 6 of 6 TFP191S FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT T/O) SCHD . WEIGHT Ib ) BACK-TO-BACK TEE x x Y x Z X Y. Z x T/O Y 80459 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.48 29W—Z 80460 1" x 1/2" NPT x 1/7' NPT 5/8" 1-3/16" 40 0.46Tr4/0T/O T/O BACK-TO-BACK CROSS x x Y x z x W x, Y Z, W x T/OJIMZIUM I 80462 1" x 1" x 1/2" NPT x 1/7' NPT 5/8" 1.3116" 40 0.46 w 80463 1" x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5116" 40 0.47 T/O Y T/O T/O SPRINKLER HEAD x x Y x Y ADAPTER 90• ELBOW Y T/O 80199 314" x 1/2" NPT 9/16" 1" 40 0.20 80198 1" x 1/2" NPT 314" 1-1/4" 40 0.26 x T/O 80196 1" x 3/4" NPT 1-1/16" 1-7/16' 40 0.26 FIGURE 2 — FITTING DIMENSIONS (Part 4 of 4) Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. ex- press or implied. including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale. Pennsylvania 19446 Notification to Jobsite Building Trades N Caution This building contains a CPVC fire sprinkler system. This CPVC fire sprinkler system is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: CPVC piping components may be damaged by certain substances and construction practices. DO NOT stack, support, hang equipment, or hang flexible wire/cable, especially communications cable, or other material on the fire sprinkler system. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the CPVC fire sprinkler piping system manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. DO NOT expose CPVC products to open flame, solder, and soldering flux. DO NOT drop, distort, or impact CPVC products or allow objects to be dropped on them. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow this notice may cause cracks or fractures to develop In CPVC products resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. For additional information contact the general contractor or the fire sprinkler system installer. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPEIF17TING MANUFACTURER" Rev 2.0 Nov 13, 2007 d Mbul Product Label A Caution This CPVC fire sprinkler product is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: Read and follow the CPVC manufacturer's Installation Instructions. Training by an authorized representative is available and is recommended. Proof of training may be required by local authorities. CPVC piping components may be damaged by certain substances used in construction and building maintenance. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. When combining metallic pipe and fittings with CPVC products in a system, the cutting oil should be removed prior to assembly. DO NOT store CPVC products in containers with metal products where it may become damaged or contaminated with packing oils. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow the manufacturer's Installation instructions and this notice may cause cracks or fractures to develop In CPVC products, resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. Please contact the manufacturer for additional information. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPEIF17TING MANUFACTURER" Rev 20 Nov 13, 2W c iWbu1 Important Information with Regards to Your CPVC Fire Sprinkler System CONGRATULATIONS, your building structure contains a state of the art life safety system. Your CPVC fire sprinkler system will enhance the safety and security of your building when properly cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are corrosive to metallic piping. As with any piping material, there are however, certain chemicals that can.be detrimental to CPVC. Occasionally some of these chemicals may be found in some construction products, site preparations and building maintenance. There are certain things that you need to be mindful of in caring for or working around your CPVC fine sprinkler system. Keep your system clear from contact with the following products and chemicals unless product labels state materials are compatible with CPVC: NOTICE Ordinary considerations Property maintenanceIservices anrng Products Detergents Oils/Lubricants/Greases Robbery Materials g4F For hired contractors & do-it-yourselfers Corrosion inhibitors Glycol -based antifreezes Solder Flux Thread Sealants Flexible Cable / Wiring (especially communications cabling) Caulks/Mastics Adhesive Vinyl / Electrical Tape Non -Approved Spray Foam Insulation Non -Water Based Paint Paint Thinners Wood Finishes/Varnishes You should also avoid the following: Mold Remediation Chemicals Termiticides / insecticides Sitting, standing, hanging, leaning, or resting anything on the pipe, fittings, and sprinkler heads Grounding electrical wiring to the pipe or fittings Ambient temperatures below 40°F/4°C where your fire sprinkler system is located. Unless an approved compatible antifreeze or insulation method is installed.) Hot work around the pipe, i.e. blow torches, soldering, etc. Be certain that this document is reviewed and understood by anyone working on or around your CPVC life safety system. If you have any questions or need assistance on chemical compatibility with your CPVC fire sprinkler system, contact the manufacturer listed on the pipe. r Proper care will help your CPVC fire sprinkler system provide protection for years to come. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER'! CPVC Fire Sprinkler Turnover Document Rev 2 12-13-07 Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to sup- port CPVC pipe from under a flat horizontal surface, such as a ceiling. For this type of installation, use the TOLCO® Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (1) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. C @us umo Features — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is rec- ommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been know to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and CPVC pipe size. Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 27/4 15/16 13/i6 51k 5/16 9 1 211/16 17/16 13/ie 6 5/16 9 11/4 31/4 1SA 13/Is 61h 5/16 11 11h 35/4 13/4 13/16 7 5/16 12 2 3V4 21A 13/16 8 5/16 15 OFFICE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH. 951.737 5599 • FAX, 951 737.0330 mCUSTOMERSERVICE • 800.786 5266 www.toko.com Fig. 22C - Combination Hanger & Restrainer Application Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Designed to support a CPVC pipe away from the corner of a beam. This position allows for easy installation of drops or risers without adding additional wood blocks. Approvals — Underwriters' Laboratories Listed in the USA UL) and Canada (cUL) for use as a combination hanger and restrainer. Finish — Pre -Galvanized Note — Approved UL Listed fastener into wood is furnished with the product. A fastener into light gauge metal may be ordered separately. Minimum acceptable #10 x 1" hardened self threading screw with 5/16" hex washer head. Order By — Fig. 22C application is composed of two standard Fig. 22 models — order two singles for each hanger and restrainer application required. C @US usrE0 1 5/8" TRUSS HEADER OR TRUSS JOIST TYP) 1 5/8" 1 5/8" OFFICEMIANUFACTURING FACILITY - 1375 SAMPSON AVE • CORONA. CA 92879 • PH. 951.737.5599 - FAX. 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.toko.com 33 Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount C 9Usu Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada ( cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/ 4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws" furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and pipe size Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. A' Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size WtJ100 3/ 4 2Vi6 1%2 1V116 51h 5/16 9 1 25A 15/16 13/16 6 5/16 9 11h 3 11h 13/16 61h 5/16 11 11h 31h 1 SA 13/16 7 5/16 12 2 311As 127A2 13/16 8 5/16 15 OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH. 951.737.5599 • FAX: 951.737.0330 m CUSTOMERSERVICE • 800.786.5266 www. rolco.com ULIULC Listed' Description The 1/4" IPS three-way female threaded valve is used to facili- tate the installation of sprinkler system pressure gauges. The valve provides for one inlet and two outlets. This design allows for replacement of the system gauge without shutting down the water supply to the sprinkler system. This design also allows Authoritys' Having Jurisdication to test system pressure with an additional gauge through the second outlet. (The second outlet is normally plugged during installation with a 1/4" IPS pipe plug.) Installation Installation of the three-way valve can be accomplished with normal field installation tools. Make sure the valve is installed according to the flow indication arrow that has been cast into the valve body. The most common installation allows for a 1/4" IPS nipple between the valve and the water supply being measured. This assures there will be ad- equate spacing for the sprin- kler system gauge from the riser. Use either PTFE Pipe 02003.2007 Fire Protection Products, Inc Thread Sealing Tape or a suit- able pipe thread sealant such as PipeFir Thread Sealant Paste with PTFE when in- stalling the valve. DO NOT OVERTIGHTEN THREADS. OVERTIGHTENING MAY CAUSE VALVE FAILURE. ULNLC Listed 21R97 Specifications Materials: Body - Bronze Seat - Brass Handwheel - Iron Sizes: 1/4" IPS Working Pressure: 400 WOG Fire Protection Products, Inc. F P P I e 6241 Yarrow Dr., Suite A. Carlsbad. CA 92011-1541 For questions: 1 800 344-1822.1 800 344-3775 fax • www.fppi.com SPEARS FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Application: FlameGuardTM CPVC Orange Drain Valves and Check Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are NOT for use in any other locations within the fire sprinkler system. Drain Valve Check Valve Special Reinforced (SR) Threaded Inlet Check Valve CPVC Drain Valves Disc Price Part Number Size Code Each Socket x Socket 6622-007C0 3/4 1 0041 22.68 6622MOCO I 1 1 0041 28.36 CPVC Check Valves Disc Price Part Number Size Code Each Socket x Socket S1520-10Co 11 004 22.5s S1520-12C0 1-1/4 004 25.22 S1520-15C0 1-1/2 004 28.36 CPVC Special Reinforced Thread Inlet Check Valves Disc Price Part Number Size Code Each SR Flot x Socket S1520-10FSRSCO 11 004[--24.44 S1520-12FSRSCO 1-1/4 0041 28.22 S1520-15FSRSCO 1-1/2 0041 33.47 General Installation Information: Socket end connections should be installed using Spears@ FS-5 One -Step Cement for use with Spears@ CPVC Fire Sprinkler Products. Threaded connections should be made using Spears@ BLUE 75TM Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 Spears® Manufacturing Company Progressive Products from Spears® Innovation and Technology FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Drain Valve: Nominal Size Range Type Material Seats Seals Handle End Connections Check Valve: Nominal Size Range Type Material Seat End Connections Specifications 3/4", 1" 1/4-Turn Ball Valve, Maintenance -free Sealed Unit CPVC, Orange PTFE/HDPE EPDM Polypropylene, Red Socket x Socket Socket x Socket Part Number Nominal Size Dimension Reference inches 1/16 A B C 0 I E 6622-007C0 3/4 1-13/16 1-1/2 3-9/16 2 2 6622-01000 1 2-1/16 1-314 4 2-5/16 2-5/16 10,1-1/40,1-1/2" Swing Check, Maintenance -free Sealed Unit CPVC, Orange EPDM Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread Socket x Socket Part Number SR Thread x Socket Part Number Nominal Size Dimension Reference inches /189t1 C„ GPMACD Socket SR Thread S1520-1000 S1520-10FSRSCO 1 1-11116 2-5/16 1 2-15/16 4-9/16 2-5/8 33 S1520-12CO S1520-12FSRSCO 1-1/4 2-1/16 2-15/16 1 3-5/8 5-1/2 3-3/8 42 S1520-15CO S1520-15FSRSCO 1-1/2 2-7/16 3 1 3-11/16 5-5/8 3-3/8 89 Made in the U.S.A. NOT FOR USE WITH COMPRESSED AIR OR GAS Progressive Products from Spears® Innovation and Technology Page 2 E)POTTER The Symbol of Protection Installation must be perfomed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. FOR CPVC PIPE VSR-SG Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. The Model VSR-SG is a vane type waterflow switch for use on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX Scepter) that use I", 1-1/4", 1-1/2" or 2" pipe sizes. It is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 liters per minute) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Installation (See Fig. 1 and 2) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15 cm) of a valve, drain or fitting which changes the direction of the waterflow. The unit has a V male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the I" male fitting from the VSR-SG. Glue the V male fitting into the TEE following the TEE manufacturers instructions for preparation and gluing of CPVC piping systems. (Note: The V male fitting must bottom out on the stop of the TEE for proper operation of the VSR-SG. See Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the I" male fitting. Select the proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 for instructions VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION CUL, ULand CSFM Listed Service Pressure: Up to 175 PSI (12,07 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red powdercoat finish No. 1144460: Cover held in place with tamper resistant screws No. 1144461: Tamper: Cover incorporates micro -switch. Cover Tamper: Activated by cover removal Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC Cover Tamper Switch Terminations: 8" 22AWG wire leads Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., NIBCO, and IPEX (Scepter). Fits pipe sizes - 1", 1-1/4", 1-1/2" and 2" Environmental Specifications: NEMA 4/IP55 rated enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing Temperature range: 40° F to 1200 F (4,50 C to 490 C) - UL Stock Number: 1144460 1144461 w)TSK Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 on how to change paddle. Verify that the o-ring is properly positioned in is groove. Hand tighten the nut on the union after orienting the device in the appropriate direction to detect waterflow as shown in Fig. 2. A CAUTION Do not over -tighten the union nut, hand tighten only. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. Note. Do not leave cover off for an extended period of time. Inspection And Testing Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable. The frequency of the inspection and testing and is associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company, LLC - 2081 Craig Road, St. Louis, MO, 631464161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5401205 - REV E PAGE I OF 3 5/09 E)POTTER The Symbol of Protection Fig. 1 9' MINIMUM CLEARANCE I' RULE nTTINCREOUIREOFOR MUST BOTTOM OUTINSTALLATIONORrONSTOPREMOVALOFDEVICE) / NO BUSHINGS. I — INSERTS OR OwG. /1062-1ADAPTERS ARE PERMITTED Glue the I" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the V male fitting. Fig. 4 Typical Electrical Connections Fig. 2 FOR CPVC PIPE VSR SG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60- 90 seconds). The time delay should be set at the minimum required to prevent false alarms. Fig. 3 DIRECTION OF 0 OW- 010113-3 Important., 7 paddles are furnished with each unit to accommodate the various sizes and manufacturers of TEES. Tire paddles have raised lettering that show the pipe size and the TEE manufacturer they are to be used with. The proper paddle must be used. The paddle must be properly attached (see Fig. 3) and the screw that holds the paddle must be securely tightened. Notes: I. The model VSR-SG has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other is used to operate a local audible or visual annunciator. 2. For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 6). Fig. 5 Grinnell TEE TEE's manufactured prior to 5/99 TEE's manufactured after $199 OaC. 01062-4 Notice: As of 5/" Grinnell has changed the design oftheirTEE fittings. The new finings will require the use of the standard paddle, while you will still be required to use the paddle marked Grinnell on all fittings manufactured prior to this date. Failure to install the correct paddle could cause the device to malfunction or operate improperly. Optional Cover Tamper Doea4allomer fff—nWp. RETARD ADJUSTMENT KNOR A CAUTION 1"" &W Uring is in MOUNT SO ARROW ON BASE POINTS 0-ring rw bef— W DMECT10N OF ilnr ftswitdl O WATERFLOW RUN OF THE TEE Flowing wI=activates MAYBE 1' . 1 IN'. dNi,e Y1meduocd a* I IR'.OR 2' NEGATIVE DC OR NEUTRAL ISITI VE DC I. NOT AC wwzoNE t PANFL I' MALE FnTINO ON ALL SIZES Ot/Oa 1 MIA Cover Tamper Switch Shown with cover in place) InN.C WIIT) (RED) (BLK) ow r"aa Fig. 6 Switch Terminal Connections Clamping Plate Terminal r-- 1110 -- An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life A CAUTION Waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterflow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. PRINTED IN USA MFG. 05401205 - REV E PAGE 2 OF 3 5/08 FOR CPVC PIPE VSR-SGPPOTTERVANETYPEWATERFLOW ALARM The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION Fig. 7 Break out thin section of cover when wiring both switches from one A.. it PI1tf9f Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Maintenance Inspect detectors monthly for leaks. If leaks are found, replace the detector. The VSR-SG waterflow switch should provide years of trouble -free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock number 1029030. There is no maintenance required, only periodic testing and inspection. Important Notice Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Removal To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen union nut and separate unit from the glued in fitting. Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the fitting while continuing to lift the waterflow detector. Lift detector clear of pipe. PRINTED IN USA MFG. #5401205 - REV E PAGE 3 OF 3 5/08 E)POTTER BELLS The Symbol of Protection PBA-AC & MBA -DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) 400 to 150°F (400 to 66°C) Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-I weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-I, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Size inches mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6 (150) 12VDC MBA126 1750070 12A 85 76 8 (200) 12VDC MBA128 1750080 12A 90 77 10 (250) 12VDC I MBA1210 1750060 12A 92 78 6 (150) 24VDC MBA246 1750100 06A 87 77 8 (200) 24VDC MBA248 1750110 06A 91 79 10 (250) 24VDC MBA2410 1750090 06A 94 80 6 (l50) 24VAC PBA246 1806024 17A 91 78 8 (200) 24VAC PBA248 1808024 17A 94 77 10 (250) 24VAC PBA2410 1810024 17A 94 78 6 (150) 120VAC PBA1206 1806120 05A 92 83 8 (200) 120VAC PBA 1208 1808120 05A 99 84 10 (250) 120VAC PBA12010 1810120 05A 99 86 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. 08850001 - REV V PAGE I OF 2 MFG. #5400776 - 10/06 E)POTTER The Symbol of Protection FIG. 1 17 10" 250) 2 ( 68) FIG. 3 BELLS 8" I 200) I6 I 0I50) I I I DWON n6.1 DIMENSIONS INCHES (mm) BELLS PBA-AC & MBA -DC FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE 5 3/4" O146) L d_1 I' 41) L ND 1 - OWOO 776.2 WIRING (REAR VIEW) A.C. BELLS WHITE (IN) WHITE(OUT) LFROMCONTROLPANELOR PRECEDING BELL BLACK (IN)BLACK (OUT) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. 5" 127) NOTES: I WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2 END-0F•LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DWO6 tt43 INSTALLATION I . The bell shall be installed in accordance with NFPA 13, 72, or local ARL The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 -REV V PAGE 2 OF 2 MFG. #5400776 - 10106 LTYPE1005P/ 1005/1005S GAUGES__ - - - Applications include compressors, filter regulators, medical equipment, automotive diagnostic, beverage dispensing. Industrial machinery and a variety of other applications ACCURACY ASME 8 40.1 Grade B (r3-2.3% of span) OPAL SIZE IYr: 2: 2'h; 3V2- (for 4e4'availablewith steel casat ring and plastic window, Type 1000. please contact wry) CASE MATERIAL 1005P- ASS, black 1005 - Black painted steel tDOSS - Stainless steel (1!4'& 2'ony) Optional color other than bb* War rde WEITEO MATERIAL Bronze/brass. Oplatalsockers rdckelplated, Teflon taped, top or side connections. throttle phugs SENSING ELEMENT Bourdon tube; Ashcroft patented PowerRae movement CONNECTION and V. NPT back and lower. (I %-not available In V4 NPT back; 4%-Type 1000 available In Y. NPT lower only consult factory) RANGES Vac.- 6000 psi and compound 10 `,1OII r1: TYPE 1008A/ AL GENERAL SERVICE GAUGE J Applications include hydraulic systems, machine tools, pressure washers/sprayers and 77- of other applications ACCURACY ASME 8 401 Grade 8 (r3.2.3% of span) DIAL SIZE 63mm (2' hj,100mm (41 CASE 6 RING MATERIAL 304 stainless steel, dry, liquid filled or field tillable WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube; Ashcroft patented PowerlTel" move- ment CONNECTION Y. NPT lower and back Optional, metric and SAE connection RANGES Vac.- 15, 000 psi and compound 1. 10 70% m to 10 to p 100 TYPE 10017 PANEL GAUGE Applications Include Instrument panels. air-conditioning equipment, air and gas compressors, machine tools and a variety of other applications. ACCURACY ASME 840. 1 Grade 8 (r3-2.3%of span) DIAL SIZE I'A. L 2'h.3Yr- CASE MATERIAL Slack palmed steel WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube; Ashcroft patented PowerRe4" movement CONNECTION u NPT back. V. NPT back RANGES Vac.- M psi and compound 1 ,p O r 110 I / TYPE 3005 / 3005P HYDRAULIC GAUGE Applications include hydraulic systems, machine tools, pressure washers/sprayers, compressors, litigation equipirmed and a variety of other applications. ACCURACY ASME 840. 1 Grade 6 (r3.2.3%of span) DIAL SIZE 63mm (2Yrj CASE MATERIAL 3005 -304 stainless steel, dry, liquid filled of field tillable 3005P - Black ASS dry or glycerine filled WETTED MATERIAL Bmazedbrass SENSING ELEMENT Bourdon tube: Ashcroft patented PowerRe r' move- ment CONNECTION 3005 - V4 NPT lower and back 3005P - Y. NPT lower Optional, metric and SAE connection RANGES Vac: 15. 000 psi and compound Commercial Gauge Quick Guide All Gauges Are Not Created Equal... Only Ashcroft* commercial pressure gauges other the exclusive, paterded PowerRea'' movement. The Ashcroft PowerPar movement provides a high level of milabflity and durability. Superior shack resistance Exceptional vibration resistance Excellent pulsation performance Outstanding durability tp r Helps elaure safety Is Reduces manufacturing costs oast Helps assure a quality process Is Reduces Inspection costs In addition, with Ashcroft c rnmerclal pressltre gauges you get Broad product Selection 23mm to 4%dial sizes Ranges from vacuum to 15,000 psi Wide variety of case styles and materials IN Qalomized logos, dials and presstue eavlections available. Ashcroft commercial pressure gauges also provide True Zero- Indication, True Zero Ashclofr Inc.. 250 East Main Street Is Into Indication 0f Zero pressure being Stratford, CT 06614-5145 USA Tel: 203. 37a-62el - Fax: 203-385-0408 applied t0 the gauge. www.a3hcf0/t.com TYPE 1005M, XRG AGRICULTURAL AMMONIA j This product was designed to withstand rug- ged agricultural applications. Features include stainless tube and socket, in addition to glass window, necessary for anhydrous ammonia applications. ACCURACY ASME B 40.1 Grade 8 (:3-2-3% of span) DIAL SIZE 2Yr- CASE MATERIAL Black painted steel Optional, stainkess dad aluminum Type IMSM) WETTED MATERIAL 316 stainless steellsteel SENSING ELEMENT Bourdon tube; Ashcroft patented PowerRaa'move- ment CONNECTION V. NPT lower Optional 0mo- orirce stainless steel throttle plop RANGES 0160 psi, Oil50 psi, 0/400 psi TYPE 1005M, XR5 REFRIGERANT AMMONIA This product was designed to meet the require- ments of refrigerant ammonia applications. Features include enhanced leak integrity plus dual scale ( psiAemp) dial necessary for these applications. ACCURACY ASME B 40.1 Grade 8 (a3-2.3% of span) DIAL SIZE 2Yr; 3' h- CASE MATERIAL Black painted steel Optional, ASS ( r)pa 1005PM); stainless dad alumi- num (Type 1005SM) WETTED MATERIAL 316 stainless steellsteel SENSING ELEMENT Bourdon tube: Ashcroft patented PowerWmove- ment CONNECTION V. NPT lower RANGES 30 in. Hg VaWI150 psi, 30 in. Hg Vac4= psi with equivalent ammonia temperature scales All ranges listed may not be available in all sizes/connections. Please consult individual spec sheets. BULLETIN CGOG-1 Commercial Gauge Quick Guide 4 ASHCtOFT' 4 all, a to TYPE 1005. XUL SPflINKLER SERVICE GAUGE These gauges are UL-393listed. UL of Canada listed and FM approved for fire protection sprinkler service for either water or air systems. ACCURACY ASME B 40.1 Grade B (4-2-3%of span) DIAL SIZE 3%' CASE MATERIAL ABS/poycarbonate blend WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube; Ashcroft patented PowerRee move- ment CONNECTION V. NPT lower RANGES 0.300 psi (water). 0-90 psi retard to 250 psi (air) LOOK Fall tw—q AGEmy mAmoN Ouxrlmk tm FM ©LISTED aatoo a n0 Iq v LTYPE 4000G/5000G DIRECT DRIVE GAUGE Typical applications include filter regulator lubricators, portable compressors, air tanks. Industrial machinery and a variety of other applications. Excellent shock resistance. ACCURACY ASME 8 40.1 Grade 8 (a3.2.3% of span) DIAL SIZE 40mm (1 $61 or 50mm (21 CASE MATERIAL ASS poyearbonate blend, black WETTED MATERIAL Beryllium copper cot, silicone dampened Integral ASS poyarbonate blend socket Optional, % NPTor'/.NPTbiass Mrottle plug SENSING ELEMENT Spiral wound Bourdon tube CONNECTION 40mm - Ya NPT back SOmm - Ya NPT or Y. NPT back RANGES 0-60 psi (180' are); 0-100 psi, 0.160 psi.0.200 psi, 0.300 psi, 0-400 psi (235' are) For optimum gauge file, select a gauge with a full scale pressure range of approximately twice the maximum excursion pressure Consult factory for high cycle lire applications TYPE 1007P, XOfl flEFAIGERATION MANIFOLD Typical applications include checking or servic- ing refrigerant levels in automotive, residential or industrial air-conditioning units: refrigerant recovery and reclamation units: refrigerant transport systems and large scale air- conditioning and chilling equipment. ACCURACY 1%at zero, t2%three fourths of scale. 4% last fourth of scale DIAL SIZE 2'/,- CASE MATERIAL ABS, red (high pressure) ABS, blue (low pressure) Optional, black, ABS WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube: Ashmff patented PowerRa-move- ment with flutter Guard"' CONNECTION NPT lower RANGES Va"20 psi retard to 250 psi, Ot500 psi vwff.100 psi retard to 800 psi. am psi 00on 1, ahemltemhpemnt ranges Note: for panel mount refrigeration gauges (recov- ery, recycling) see Type 1001 T options TYPE23DOG MINIGAUGE"PRESSURE GAUGE These gauges are perfect for a multitude of applications where a lilyconventional size gauge Is too large, such as mini-FRUs, pneumatic stack valves and air compressors. ACCURACY 5% of span DIAL SIZE 23mm (0.906) CASE MATERIAL ABS Mend, black WETTED MATERIAL Beryllium copper tube/brass socket SENSING ELEMENT Spiral wound Bourdon tube CONNECTION A NPT back with 15mm (Villwrench fiats. Optional, throttle plugs, PT y4-(J/S) and R 1/0- BSPT) threads RANGES 60 psi-100 psi (180' dial are) 160 psi-300 psi (235• dial are) I TYPE 2071 CONTRACTOR GAUGE i These gauges are designed to meet the needs of heating, ventilating, plumbing and air- conditioning contractors. ACCURACY ASME 8 40.1 Grade A (12-1-2% of span) DIAL SIZE 4%- CASE 6 RING MATERIAL Aluminum with back -flange case, painted black; chrome plated ring WETTED MATERIAL Bronze/brass soldered, siphon required for steam service SENSING ELEMENT Bourdon tube; Ashcroft patented PowerFilex" move- ment CONNECTION V. NPT lower Optional, throttle plugs RANGES Vac- 600 psi and compound a` rinri, l000 100° 1: 0 4: kOn TYPE 1200G/150OG DIRECT DRIVE GAUGE Applications include pumps, air compresors, portable tire Inflators, portable oxygen equip ment, self-contained breathing apparatus, portable industrial gas cylinders and a variety of other applications. ACCURACY Standard: lit% at setpoint (setpoint Is normally, 50% of range) UL listed: a3.59. of span of middle three - fifths of scale DIAL SIZE 1Y.. IYl- CASE MATERIAL Stainless steel, sealed WETTED MATERIAL Beryllium copper tubelbrass socket SENSING ELEMENT Spiral wound Bourdon tube Optional, silicone dampened tube, sillcone- filled tube CONNECTION 6 NPT back, safety plug in 1500 psi-4000 psi ranges. Optional, % NPThack throttle plops RANGES O/ 60 psi, 0/100 psi, 0/160 psi, 0200 psi, 01300 psi, 0/ 700 psi. 011, 200 psi, 0/1,500 psi 02,000 psi. 06,000 psi, 0/ 4,000 psi tee o, ptkteoe.. goal optional TYPE O1005PS GENERAL DIGITAL GAUGE This product is an excellent choice for a wide variety of pressure measurement applications When compared to mechanical gauges the 01005PS offers overall enhanced value. ACCURACY W 5% of span CASE SIZE 2%- CASE MATERIAL Noryh WETTED MATERIALS 17- 4 PH stainless steel sensor; 316 stainless steel socket SOCKET SIZE V. NPT CONNECTION Lower (6 o'clock), 3, 9 and 12 o' clock RANGES Vac. thru 19,999, including compound POWER SOURCE Two AAA alkaline batteries BATTERY LIFE 1000 firs OPERATING TEMPERATURE 141140-F (-10/60'C) STORAGE TEMPERATURE-4/158•F (-,20/70•C) AGENCY APPROVALS CE, EN 61326 (1998) CE, EN 61326 Annex A (heavy industrial) LOOKlkN Itasakr"cr t.MaONOON11l000Ols CE TYPE MFX FIRE EXTINGUISHER GAUGE These products are designed for use on portable fire extinguishers and systems. ACCURACY Conforms to applicable UL specs' OIAL SIZE 1Y..1' h' CASE MATERIAL Stainless steel, sealed WETTED MATERIAL Beryllium copper/ brass SENSING ELEMENT Spiral wound Bourdon tube Optional, silicone - hued tube Spiral tube, beryllium copper CONNECTION A NPT back Optional special socket configurations RANGES Maximum scale pressure trom 200 psi to 1200 psi UL 299 UL 626 UL 1058 UL 1093 All ranges listed may not be available in all sizes/connections. Please consult individual spec sheets. sP3MV07