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HomeMy WebLinkAbout4623 Tampico Way 17-730- NEW SFHI 'L j* 3-:Zf, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 10- -7 SO Documented Construction Value: S Job Address: LAQTAM&4) W" - j4hfpcd 11-t Historic District: Yes 7 Na Parcel TD: Residential X Commercial Type of Work: New X Addition 11 Alteration 0 Repair El Demo El Change of Use 11 Nlove Description or Work: Plan Review Contact Person: mnia Pickeyly-'.A Title:Ec * tcA) ina Phone: Fax: Email: 41pi6ce-, 14 Property Owner Information N- : NamenpbReqarli LI-C, CT-eyw' LLC) Phone: 11 Street: M1 W. POA* Qa Road Resident of property?: City, State Zip: Contractor Information Name LPhone: 0-+ Q Street: A26 S. westm D6V Fax: City, State Zip: 6w, T:L -3- State License No.: 5-I i Architect/Engineer Information Name: Mon±A M$'(l 'A -a Phone: L104-011-A.Vi- U Street: t) VAV.-- SA%A-19 Fax: q Bonding Company: M Address: Ntorto,aae Lender: age Address: WARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIN(r,..NCEtN[EN'I'.'VIAI'RFSL!I,'r IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THF JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND To oB,rA,fN 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 comnicnced prior to the issuance of a permit and that all work will be performed to niectitandards of all laws rCgUlat111'Z construction in this jurisdiction. f understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FUC 1053 Shall be inscribed with the (late of application and the code is effect as of that date: 5" Edition (2014) Florida Ruilding Code Revised: luno 30, 2(115 Penilit Appiicdnor COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100001 BUILDING APPLICATION #: 17-10000145 BUILDING PERMIT NUMBER: 17-10000145 UNIT ADDRESS: EUREKA LANE, 4622 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: March 21, 2017 22-20-30-520-0000-0400 TRACT: BLOCK: LOT: APPLICANT NAME: CND REAGAN LLC ADDRESS: 1111 NORTH POST OAK ROAD HOUSTON TX 77055 LAND USE: REAGAN POINTE LOT 40 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4622 EUREKA LANE, REAGAN POINTE LOT 40, SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHOOLS CO -WIDE ORD PARKS N/A Family Housing 5,000.00 LAW ENFORCE N/A DRAINAGE N/A 1.000 dwl unit 705.00 1.000 dwl unit 00 00 1.000 dwl unit 54.00 1.000 dwl unit 5,000.00 00 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: ". ` M' 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 THIS 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 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 0 Prepared By and Return to: JOHN KINGMAN KEATING, ESQUIRE GRA1,1T HAI-OY? SENINOI-E COUN'FY TOWN SQUARE TITLE, LTD CXERK OF CIRCLJIT COURl' & COrIPTROLLER 250 EAST COLONIAL DRIVE, SUITE 301 BK 8882 Ps 1026 (IPSS) ORLANDO, FLORIDA 32801 CLERK'S Y 2017029364 TELEPHONE: 407.422.2234 RECORDED 03/24-/21:117 CIS-34.56 (IN FACSIMILE: 407.843.8964 R*LC0,DIN(i FEES $10.00 RECORDED BY hdevore WE17022 RECORDING INFORMATION ABOVE THIS LINE I NOTICE OF COMMENCEMENT I Permit STATE OF FLORIDA COUNTY OF ORANGE Tax Folio Number: 22-20-30-518-0000-00 10 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 40, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4622 Eureka Lane, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liablity company 1111 North Post Oak road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be I year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHE 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 ION THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes, Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: John Kingman ket1 as Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE THEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution of the foregoing instrument because OJ-personally know him/her/them OR El I have satisfactory evidence of same based upon a 0 Florida driver's license or 0 Other identification: WITNESS my hand and official seal in the State and County aforesaid this 22nd day of March, 2017. Notary Public Signature PLACE NOTARY NAME Xc $CAL IMMEDIATELY BELOW) Is ,y Pu, " D. BRUCKS CT Ift COIR%IISS10111 It FF 047059 EXPIkE September 10, 2017 bon&! Tri u Smices 4U 11, K OT[CE: It, 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 Codcral agencies. Acceptance of permit is verification that I will notify the owner of the property of 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''able 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 willZ5 be done in compliance with all applicable laws regulating construction and zoning, A i II rT-1 Print Owaert.oe4-enc\4ainc Signal ofNota 't t, of Vig". pjOkering Date' NOTARY PUBLIC STATE OF FLORIDA CW#Tk# GG002M 6/1 M2020 0mier"Agent is Personally KTio wn to Mc or Produced ID Type of LF) 1 zw /A-L241bla Silaatur-Ofc W-cwrfXgcnDate F'- 0 U a DafRl" Print Callta,71or,Agcnt's Name I- ---\ 51mr- sign of'ktary-S—a- offlojda , D at IVT" M. P!cKo*V NOTARY PUBLIC STATE OF FLORIDA, CWWWGG002N6 20 v Contractor,'N;yent is 7 Mrs(T, y nown to "vle or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingI , f4Electrical[] %lechanicalZ Plunibin-R Gas[] Roof[] Construction Type: Occupancy Use: (Z 116 Flood Zone: X-5CE- Total Sq Ft of Bldg: a F- 5Min. Occupancy Load: I!& #of Stories: New Construction: Electric - # of Ampsj1G,,0 Plumbing - # of Fixtures I !a Fire Sprinkler Permit: Yesr7 No 71( ft of Heads APPROVALS: ZONING: R/21 4 I ?UTILITIES: ENGNEERENG: MTL P FIRE: COMMENTS: a Fire Alarm Permit: Yes[] NoE] WASTE WATER: BUILDINQ: --; C, -, 43g/-7 X Uvis,: d: tuna 30, 20 15 Nmla App,watton L^Tj T-1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: -7 Documented Construction Value: $ Job Address: 4(01 Tampico W" - 2. 1 It_ Historic District: Yes n NO Parcel ]ED: i Residential X Commercial Type of Work: New W Addition 11 AlterationEl RepairD DemoEl Change of UseEl Move 11 Description of Work: NeW :Glmilw Plan Review Contact Person: T Title: if_cA Uoakinchr anija Phone: jTiFax: Email: +Oi6CE M Dry I 1-iPropertyOwnerInformation Name CNb- ReAA, 01.rl , U-C CT0-OS LLC-) Phone: I Oti - 31ko - S 5(d5 Street: 1t11 W. * PO6-+ QQ& 9,0ad Resident of property? : City, State Zip: Contractor Information Name & M C1 10Qf Phone: LJ01— %US -06;00 Street: A26 S. Nive S&il& 5t 00 Fax: City, State Zip: Affimm?. 'Odwf PL 3_7ft 4 StateLicense No.: Architect/Engineer Information Name: Mon:ba C CYtS!A A -a Phone: L1Qi_0%1_1q1a Street: nrliz U D6 y so, 9t Fax: City, St'Zip: 81tpjffimn!L nsj fl, 6X:MLI E-mail: ad6n 0 0n&nj5g CZ4SA&t*4. COM Bonding Company: Mortgage Lender: Address: Address: WARXING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR T.MPROVEMENTS TO YOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED MND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSU-LT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONMENCEMENT. 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 ro the issuance of a permit and that all work will be pet -formed 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: 51h Edition (2014) Florida Building Code Revised: Jlune 10, 20 15 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1." wil 22OWi DUER e Print Owner . gcnt's Name signatuf; of * isPiersonally Pickwirg Date' fY PUBLIC OF FLORIDA 6t15/2Q20 Owner/AKnown to Me or Produced rD Type of ID si natum of C ctor Ages pate 117 Print Cont `ior/Agent's Name 1 _.---""" sito1r Signal of:e ofFlo.ida Dat 4) Tanis M. Picttetittg NOTARY PUBLIC ST AT Ey /O F F yLyIORIDAAres 6/1 2t? Contractor! Agent is ersonal y noun to Me or Produced rD Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[ -]Roof n r Construction Type: Occupancy Use: Flood .Zone: Total Sq Ft of Bldg: -Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbina - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: YesEl No APPROVALS: ZONING: UTILITIES: IL ,> /7 WASTE WATER: ENGINEERING: FIRE: BUILDING: CONINIENTS: Revised: line 30, 20l i Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form 4#ective February 2017 - August 2017 BP# 17-730 4623 Tampico Way Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 16881square feet I SQUARE FOOTAGE OF GARAGE ONLY: 4661 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 21541square feet Dollar Valuation of Work: 1 $213,190.6 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 65.9 1,532.3 25.001 639.571 2,262.8 Plumbing; Fixture Calculation 17-730 4623 Tampico Way Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 4 Water Piping 1 Pool Piping Water Softener Showers 1 1 Total Plumbing Fixtures - 18 Permit #: 17- 730 Address: 4623 Tampico Way Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2154 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 11 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tania Pickering Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code. 32714 Phone: 407.865.8255 Fax: Email: tpickering@bdwhomes.com Property Address: 4623 Tampico Way Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0370 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: W New structure E] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition 0 Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: 171 The parcel is in the: M floodplain Ofloodway E] A portion of the parcel is in the: 0 floodplain El floodway 0 The parcel is not in the: X floodplain E]floodway El The structure is in the: 0 floodplain 0 floodway 0 The structure is not in the: 0 floodplain E] 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# 17-730 Reviewed by: Michael Cash, CFM Date: March 29, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 511011?r I hereby name and appoint: -rav, ; 0, —W PI'C' LR'Vt!N 4V an agent of_Lckvt ck Naine ofCoilipIny) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): N/ The specific permit and application for work located at: Marviiiiac^ IA16it Saryfc'" Expiration Date for This Limited Power of Attorney: License Holder Name: 1'3vffel If State License Number: Signature of License Holder: STATE OF FLWDA COUNTY OF LOP4-6 ff The foregoing mWument wa- ' c 2wl d before me this dayof r 014 who is Wersonall _q_,by =known to me or o who Us pt;duced as identification and who did (did-,takc an oath. jn" atureL Notary Seat}{ Print of- type nWe IANIM, iYNN OAILLY Notary Public State Of FIO(Ida Commission # GG 042385 P7' My Comm, Expires Feb 24, 2021 Bonded through National Notary Assn qP W W, Rev. 08.12) Notary Public - Stwe-I)f FL Commission No. ra 92 Q My Commission Expires: I I 1 1, 1 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & V,70R 111." Landscaping D; k+ f IAI N —187 — " V -%J Y Www.safl(0rd(L(JoV 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 or, the subject property or in the City of Sanford's right-of-way in accordance with the City's egulatons and the attached consriction plans approved as part of this permit, The permit s required for driveway or sidewaik construction ever 100 square feet of concrete or other material on the subject parcel and I or any construction of a driveway. waiRway or landscape improvements within the city right-of-way. It does not approve any work within any other juriidicflon's right-of-way. All requested information below as well as a current survey, site plan or plat olearly;dentifying the Know what's b010A siza and location of the existing right--of-way and use shall be provided or application Could be delayed, Oall beforst you diiii, 1, Project LocaCor/Addf ess: 2, Proposed Activity: C. Schedule of Work V Driveway r 71 '.41kwayLAJIN1 11 Other: Start Data Completion :;ate MAW 4, Brief Description of Work: This application is submitt9d by, Pircip" Owner, ZZ SigI1411,11'e: e 7 Address: ami S, Phore. 40!j Fax: Email: Maintenance Responsibilities/indemnification 7 Emergency Repairs a L ._, 9 0 a — File Raquestcr and his successors and assigns, small be lesponsibie for paruetua(maintenanca of the imorovrlent installed urcer this Agreement, 'Cris shall include rraintenance of the impmvairent and onpavad portion of right -or" -way adjacent -,hereto. Reques:or may, with written City auft-azat:on remove said , nsla Yaticnli,-.) prove ment fully restoring the ght-cf-way to its Pr9ViQLIS condition. In the event that any future construction of roadways, utilities starmwater facilities, or any general maintenance activities by the City bacoirss in conflict with the above parmitted activity, the permittee shay remove, relcoa tea idlor repair as necessary at no zo st to he City of Sanford insofar as such facilities are in the public r'ght-of-way Ifthe Raquestordoes not ccrtinuosly maintain We improvement and area in accordance with previousiq stated criteria, or c,)rnpletaly restore the right-of-way to its previous condi: ion, the City sl-M, aler approonate notice, restore the area to its oorev,ous ccncitior at the Rayuestor's axoensa and, if necessary, flie a lien on the Raquestor' 3 oropecy to _ecover -costs of restoration. To the fullest extent perriMed by law, Requestor agrees to defend, indem,Oj, and hold harmfess the City its cooncipersons, agents servants, or arriploy- ees { etopoirled, elected, or hired} from, and against any and all liabilities, claims, pecallies, demands, suits, judgments, losses, expenses, damages !direct, indi, act or oonsecruential), or injury cf any nature whatsoever to person or property, and the ocs-,s and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and InCiUc!ing an appeal}, re3i,,Iting -n any fashion from or arising directly orindirectly out 3fa1' mth Ite use ofmeCify',i I have read and unclor2kangthe above statement and by signing this application I agree to its terms, Ore -pour Inspection by: Application No: Reviewed: . rubiic'llorks WIfities Approved: Engineering Site Inspected by: Special Permit Conditions, 111L 11 115§ 21 A AN This permit shall be posted on the site during construction. Please call 407, 688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee Cate: Date: Date, Data . 2, — zi - Date- 11GvEl-n0or 2015 ROIN Use -.1 Veway Pd( REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # 17-730 Address: 44)2.5 Tam 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 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Piro w a Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max WSW Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICALPERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 R1 C0,0 D COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot37ReaganPointe7497A Builder Name: DAVID WEEKLEY 0Street: 4623 Tampico Way Permit Office: 7 JAf- 0City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 9 1. New construction or existing New (From Plans) 9. Wall Types(2297.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1392,00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 681.33 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=l 3.0 224.00 ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1097.0 sqft,) Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=38.0 1097.00 ft2 6. Conditioned floor area above grade (ft2) 1617 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(245.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 323.4 a. U-Factor: Dbl, U=0,34 245.79 W SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency cl. U-Factor: N/A ft2 a. Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.953 ft. Area Weighted Average SHGC: 0,300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1617.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 540.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 520.00 ft2 None c. other (see details) R= 557.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.152 Total Proposed Modified Loads: 56.41 PASS Total Baseline Loads: 57.67 1 hereby certify that the plans and specifications covered by Review of the plans and 14 E $T4 this calculation are in compliance with the Florida Energy specifications covered by this Code. PREPARED BY: ---- - - - ----- ---------------------- -------- ------- -- ----- calculation indicates compliance with the Florida Energy Code. Before construction is completed 0 DATE: _ ----------- _ 115,Nl7this building will be inspected for compliance with Section 553.9138 I hereby certify that this building, as designed, is in compliance Florida Statutes. COLD withtheFloridaEnergyCode. wt.'v OWNER/ AGENT: BUILDING OF DATE: DATE: T_S_/T___ 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. 2/ 15/2017 4:34 PM EnergyGauge@ USA - FlaRes2014 Section R405.4. 1 Compliant Software Pagel of FORM R405-2014 PROJECT Title: Lot37Reagan Pointe7497A Bedrooms: 2 Address Type: Lot Information Building Type: User Conditioned Area: 1617 Lot # 37 Owner: Total Stories: 2 Block/Sub Division: Reagan Pointe of Units: 1 Worst Case: No PlatBook: Builder Name: DAVID WEEKLEY Rotate Angle: 0 Street: 4623 Tampico Way Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 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, Sanford FL-ORLANDO-SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name I--,"-,--"--, --------------- Area Volume 1 Blockl 1617 15792 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 540 5022 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 1077 10770 No 1 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 91 ft, 19 01 0 0.9 2 Floor over Garage 2nd Floor ---- ---- 466 ft2 19 0.2 0 0.8 3 Slab -On -Grade Edge Insulatio 1st Floor 72,9 ft 0 540 ft2 032 0 0,68 4 Floor Over Other Space 2nd Floor ---- ---- 520 ft2 0 0.2 0 0,8 ROOF Roof Gable Roof Solar SA Emilt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1227 ft' 274 ft' Medium 0.85 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic 11 ------ Vented 150 1097 ft' N N 2/15/2017 4:34 PM EnergyGauge@ USA - FlaRes2014 Section R4054,11 Compliant Software Page 2 of 5 YOT."TITIff 11' CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 38 Blown 20 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1077 ft2 OM Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below To_ ------------- W," Type- --------- Space Ft- In.-- n._._._Area-- R-Vatue----Fraclion Absor---,, Grade-% 1 NE Exterior Frame - Wood 2nd Floor 13 24 0 9 8 232.0 ft' 0 0.23 0,6 0 2 SE Exterior Frame - Wood 2nd Floor 13 48 0 9 8 464,0 ft' 0 0.23 0.6 0 3 SE Exterior Concrete Block - Int Insul 1st Floor 7 24 6 9 4 228.7 ft' 0 0 0,6 0 4 SW Exterior Frame - Wood 2nd Floor 13 24 0 9 8 232.0 ft2 0 0,23 0.6 0 5 SW Exterior Concrete Block - Int Insul 1st Floor 7 24 0 9 4 224.0 ft' 0 0 0,6 0 6 NW Exterior Frame - Wood 2nd Floor 13 48 0 9 8 464.0 ft' 0 0.23 0,6 0 7 NW Exterior Concrete Block - Int Insul 1st Floor 7 24 6 9 4 2287 ft' 0 0 M 0 8 Garage Frame - Wood 1st Floor 13 24 0 9 4 224.0 ft' 0 0,23 0.01 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Insulated 1st Floor None 4 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Area Depth Separation Int Shade Screening 1 NE I Vinyl Low-E Double Yes 0.34 03 46.5 ft' 1 ft 4 in 2 ft 3 in Drapes/blinds None 2 SE 2 Vinyl Low-E Double Yes 0.34 0,3 30.0 ft' 1 ft 4 in 2 ft 3 in Drapes/blinds None 3 SW 4 Vinyl Low-E Double Yes 0,34 0.3 8.0 ft2 1 ft 2 in 3 ft 10 in Drapes/blinds None 4 SW 4 Vinyl Low-E Double Yes 0,34 03 207 ft' 1 ft 4 in 3 ft 10 in Drapes/blinds None 5 SW 4 Vinyl Low-E Double Yes 0,34 03 15.5 ft' 1 ft 4 in 5 ft 5 in Drapes/blinds None 6 SW 5 Vinyl Low-E Double Yes 0,34 03 38.5 ft' 2 ft 0 in 1 ft 7 in Drapes/blinds None 7 NW 6 Vinyl Low-E Double Yes 0.34 03 21.3 ft' 7 ft 4 in 1 ft0in Drapes/blinds None 8 NW 6 Vinyl Low-E Double Yes 0.34 03 5.3 ft' 1 ft 4 in 2 ft 3 in Drapes/blinds None 9 NW 6 Vinyl Low-E Double Yes 0,34 0.3 36.0 ft' 1 ft 4 in 2 ft 3 in Drapes/blinds None 10 NW 7 Vinyl Low-E Double Yes 034 0.3 24.0 ft' 1 ft 4 in 13 ft 0 in Drapes/blinds None GARAGE V Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 466 ft2 466 ft2 60.2 ft 9,33 ft 2/15/2017 4:34 PM EnergyGauge@ USA - FIaRes2014 Section R405,4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACM 50 1 Wholehouse Proposed ACH(50) 00031 1316 72.25 135.87 .2789 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 28.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 28.6 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 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 # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 323.4 ft Attic 80.85 f1 Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin an Feb Mar Apr May X Jun X Jul Au Se Oct Nov DecHeatingJanFebMarAprMayJunJUIAugSepjXj Xj Oct Nov X Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct X Nov Dec 2/15/2017 4:34 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66 PM 68 68 Heating (WEH) AM 66 66 PM 68 68 Hours 3 4 5 6 7 8 9 10 11 12 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 2/15/2017 4:34 PM EnergyGaugeO USA - FlaRes2014 Section R405,4.1 Compliant Software Page 5 of 5 FORMR405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* The lower the EnergyPerformance Index, the more efficient the home. AA 1mew construction or existing o, Single family o,multiple family n Number o/units, nmultiple family Number mBedrooms o | uthis aworst case? n Conditioned floor area (n") 7. wiouows^` oono, ipoo^ e. u-Factor: om.u=oo* aHoo: SnGC=o. ao u u-pwct^ c wm oHooI u uracto: mm onoc oU-ractv N/ A onoc: Area Weighted Average Overhang Depth: Area Weighted Average s*oC: o Floor Types a s|au' On'orauwEdge Insulation u Floor Over Other Space c. other (see details) 4623 Tampico Way, Sanford, FL, 32773 New (From Plans) e. Wall Types Insulation Area apFrame Wood,Exterior n= 1uV muon` Single-family oConcrete Block -m| mw|.Exterior ro 68133n" cFrame ' Wood, Adjacent n=/ao zz* unn" u u.ex e= o^ m Ceiling Types Insulation m No Under mu (Vented) R=38n 1097, 00x` 1617 uwm wm n= Area 11ouma n n" 24nren" o,Sup: Attic, p=t:Attic, m+: unuFloor o nzo.^ ft2 1u.Cooling systems xamm, Efficiency ft2 1, 95mo 0.300 Insulation Area R= oo m*nonn` n~no n000nn` R~ oo7oon" m Heating systems a, Electric Heat Pump 1«. Hot water systems v. Emnmo u 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) inthis home before final inspection. Otherwise, anew EPLDisplay Card will b*completed based on installed Code compliant features. Builder Signature: Address o[New Home: Date: City/FLZip: xemm, Efficiency Cap: 40 gallons Note: This ianot uBuilding Energy Rating. Kyour Index isbelow 7O.your home may qualify for energy efficient mortgage (EEK4)incentives ifyou obtain aFlorida Eno/gyGnugwRating. Contact the Energy8augoHotline ak(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 Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/ 15/2017 4:35 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 I jQELAIR Manual S Compliance Report Job: Lot37ReaganPointe7497A Date: January 24, 2017 Nuftffi"wcomafftulilm Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Project information For: DAVID WEEKLEY, Lot37ReaganPointe7497A 4623 Tampico Way, Sanford, FI 32773 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 23206 Btuh Outdoor design WB: 75.2°F Latent gain: 3223 Btuh Indoor design DB: 75.0°F Total gain: 26429 Btuh Indoor RK 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 23972 Btuh 103% of load Latent capacity.- 3385 Btuh 105% of load Total capacity: 27356 Btuh 104% of load SHR: 88% I Heating Equipment Design Conditions Outdoor design DB: 40.9°F Heat loss: 20103 Btuh Indoor design DB: 70. O'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 27689 Btuh 138% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 5.9 kW 100% of load Temp. rise: 57 'F Meets are all requirements of ACCA Manual S. Entering coil DB: 76.2°F Entering coil WB: 63.1°F Entering coil DB: 69.7°F Capacity balance: 32 'F Economic balance-, -99 'F J I wrightsoft, 2017-Feb-15 16:34:26 14 77 Right-Suitee Universal 2017 1T0,16 RSU24015 Page 1 14C ... t37ReaganPointe7497AkLo(37ReaganPointe7497A.rup Calc = MJ8 House Front faces: SW QDEL-AIR Component Constructions M"M comarnot" Entire House DEL AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: 1-03711eaganftinte7497A Date: January 24, 2017 By: RH Project information For: DAVID WEEKLEY, Lot37ReaganPointe7497A 4623 Tampico Way, Sanford, FI 32773 Design Condons Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (F) 70 75 Elevation: 56 ft Design TD ('F) 29 18 Latitude: 29'N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 387 Dry bulb ('F) 41 93 Infiltration: Daily range ('F) 17 ( M) Method Simplified Wet bulb ('F) 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Gig HTM Gain it, Btuh,ft'-'F ft-'F!Btuh Stuh,'W Btuh Bt. hftt Stu h Walls 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, ZW" ne 186 0.096 110 2.79 520 3,02 562 wood firm, 16" o.c. stud: 12C-Osw Fran wall, r-13 cav ins, 1/2" gypsum se 436 0.096 13.0 2.79 1217 102 1317 board int fnsh, 2"x4" wood frm, 16" o.c. stud sw 188 0,096 13.0 2.79 526 3.02 569 nw 403 0.096 13,0 2.79 1126 3.02 1218 all 1213 0,096 13,0 2.79 3389 102 3666 13A-5ocs Blk wall, r-3 ext bd ins, 4" thk, 1/2" gypsum board int fnsh: se 228 0.167 TO 4.86 1107 4.01 914 13A-5ocs Blk wall, r-3 ext bd ins, 4" thk, 1/2" gypsum board int fnsh sw 161 0,167 7.0 4.86 781 4,01 644 nw 204 0.167 7.0 4.86 991 4.01 817 all 592 0.167 7.0 4.86 2879 4.01 2375 Partitions 12C-Osw Frm wall, r-1 3 cav ins, 1/2" gypsum board int fnsh, 2'W" 205 0,096 13.0 wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-1 3 cav ins, 1/2" gypsum board int fnsh, 2"xV wood firm, 16" ox, stud Windows 2A-2ov: 2 glazing, Or outr, air gas, vril frm mat, clr low-e innr, 1/4" gap, ne 47 0.340 0 1/8" thk; NFRC rated (SHGC=0.30),50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 2.25 ft sep.); 7.33 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vn1 frm mat, cir low-e innr, 1/4" gap, se 30 0340 0 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium, 1.33 ft overhang (5 ft window ht, 2.27 ft sep) , 7.33 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 8 0.340 0 1/8" thk; NFRC rated (SHGC=0,30); 50% drapes, medium, 117 ft overhang (4 ft window ht, 3.8 ft sep); 7.33 ft head ht 2A-2ov: 2 glazing, Or outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, sw 21 0.340 0 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1,33 ft overhang (5.2 ft window ht, 3.82 ft sep.): 7.33 ft head ht 2.79 574 1,88 385 9.89 463 22.5 1051 9.89 297 212 695 9.89 79 23,2 185 9,89 206 212 482 2A-2ov: 2 glazing, cir outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, sw 16 0.340 0 9.89 154 212 362 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium: 1.33 ft overhang (5.2 ft window ht, 5.39 ft sep.), 7,33 ft head ht 2017-F eb-1 5 16:34 26 wrightsoft, Right-SudeI)k Universal 2017 IT0.16 RSU24015 Page 1 ACA.t37ReaganPointe7497A\Lot37ReaganPointe7497A.rup Calc = MJ8 House Front faces: SW 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 39 0.340 1/8" thk; NFRC rated (SHGC=0.30) ' 50% drapes, medium; 2 ft overhang (6.25 ft window ht, 1.6 ft sep.); 6.67 ft head ht 10C-v: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 21 0.340 1/8" thk: NFRC rated (SHGC=0,30): 50% drapes, medium, 7.33 ft overhang (8 ft window ht, 1 ft sep.); 7.33 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 5 0340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium: 1.33 ft overhang (1.5 ft window ht, 2,27 ft sep.); 7.33 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 36 0.340 1/8" thk; NFRC rated (SHGC=0,30); 50% drapes, medium: 1,33 ft overhang (4 ft window ht, 227 ft sep): 7.33 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 24 0340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium. 1.33 ft overhang (4 ft window ht, 12,96 ft sep.), 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type 11 DO: Door, wd sc type Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int frish Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir frish, r-19 cav ins, amb ovr 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir frish, r-19 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 0 9.89 381 19.8 764 0 9.89 211 15.7 335 0 9.89 52 22.5 118 0 9.89 356 22.5 808 0 9,89 237 22,5 539 sw 24 0.600 U n 18 0.390 0 1091 U26 38.0 91 0.050 19.0 461 0.050 19.0 73 0,989 0 17,5 419 18.6 447 113 203 12.1 216 0.76 826 1.42 1548 1.46 132 0.73 66 1,45 670 0.73 335 28.8 2099 0 0 2017-Feb-15 16:34:26 wrightsoft, Right-Suitet Universal 2017 17,0.16 RSU24015 Page 241M ...t37ReaganPointe7497AkLot37ReaganPointe7497A.rup Calc = MJ8 House Front faces: SW Project Summary Job: LoWlReaganPointe7497A 4TDEL-AIR Date: January 24, 2017 MUM, on CONOM0001 Entire House By: RH DEL AIR HEATING &AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 Poole fdctinioiown For: DAVID WEEKLEY, Lot37Rea anPointe7497A 4623 Tampico Way, Sanford, ?132773 Notes: Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 'F Outside db 93 'F Inside db 70 'F Inside db 75 oF Design TD 29 'F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 17781 Btuh Ducts 2323 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 20103 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatin Coofin Area (fl:2) 1M 161 Volume (ft") 15605 15605 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 130 68 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 32 'F Backup: 8.2 HSPF 28600 Btuh @ 47°F 27 F 953 cfm 0.047 cfm/Btuh 0.40 in H2O Input = 6 kW, Output = 20122 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 19336 Btuh Ducts 3870 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swin multi lier 1M Equipment load 23206 Btuh Latent Cooling Equipment Load Sizing Structure 2377 Btuh Ducts 847 Btuh Central vent (0 cfm) 0 Btuh gone) Equipment latent load 3223 Btuh Equipment total load 26429 Btuh Req. total capacity at 0.75 SHR 2.6 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0300000A0 Coil F64CNP030L AHRI ref Efficiency 11.5 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 953 cfm Air flow factor 0.041 cfm/Btuh Static pressure 0A0 in H2O Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Feb-15 16:34:26 wrightsoft, Right-Suitet Universal 2017 17.0.16 RSU24015 Page 1 AC ...t37ReaganPointe7497A1Lot37ReaganPointe7497A.rup Calc = MJ8 House Front faces: SW Job: Lot37Reagan Po inte7497A19DEL-AIR Right-JO Worksheet KATW AM COND"MM11 Entire House Date: January 24, 2017 By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 1 Room name Entire House BED 2 2 Exposed wall 216.9 ft 25.5 ft 3 Room height 9.6 ft 9,3 ft heat/cool 4 Room dimensions 1.0 x 13TO ft 5 Room area 1631.0 ft' 137.0 ft' Ty Construction U-value Or HTM Area M Load Area (W) Load number Stuh/ftk'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Bt h) Heat Cool Gross N/P(S Heat cool Gross N/P(S Heat cool 6 12C-0sw Frm wall, r- 0,096 ne 2.79 3.02 233 186 520 562 0 0 0 0t-G 2A-2ov 0.340 ne 9.89 22,45 47 0 463 1051 0 0 0 0 W 12C-0sw Frm wall, r- 0.096 se 2.79 3,02 466 436 1217 1317 0 0 0 0 11 L--G W 2A.2ov 13A-5ocs Blk wall, r 0.340 0.167 se se 9.89 4.86 23.18 4,01 30 228 0 228 297 1107 695 914 0 121 0 121 0 588 0 485 12C-Osw Frm wall, r- 0.096 sw 2.79 3.02 233 188 526 5159 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 8 0 79 185 0 0 0 0 2A-2ov 0.340 sw 9.89 23,18 21 0 206 482 0 0 0 0 2A-2ov 0,340 sw 9.89 23,18 16 0 154 362 0 0 0 0 13A-5ocs Blk wall, r 0,167 sw 4,86 4.01 223 161 781 644 107 68 332 274 1:2 2A-2ov 0.340 sw 9.89 19.84 39 10 381 764 39 10 381 764 11j0 0,600 sw 17.46 18,63 24 24 419 447 0 0 0 0 W 12C-Osw Frm wall, r- 0,096 nvv 2,79 3.02 466 403 1126 1218 0 0 0 0 loc-V 0.340 nw, 9.89 15.72 21 0 211 335 0 0 0 0 2A-2ov 0,340 nw 9.89 22.45 5 0 52 118 0 0 0 0 2A-2ov 0.340 nw, 9.89 22.45 36 0 356 808 0 0 0 0 t--G 13A-5ocs Blk wall, r 0,167 rw 4.86 4.01 228 204 991 817 9 9 45 37 2A-2ov 0,340 rw 9,89 22.46 24 0 237 539 0 0 0 0 12C-Gsw Frm wall, r- 0.096 2.79 1.88 223 205 574 385 0 0 0 0 11DO 16B-38ad 0.390 0.026 n 11,35 0.76 1211 1.42 18 1091 18 1091 203 826 216 1548 0 0 0 0 0 0 0 0C F 20P-19c 0,050 1,45 0.73 91 91 132 66 0 0 0 0 F 20P-19c 0.050 1,45 0.73 461 461 670 335 0 0 0 0 F 22A-col 0.989 28,78 0.00 540 73 2099 0 137 26 734 0 6 c) AED excursion 9001 282 Envelope loss/gain 13627 15279 2080 1843 12 a) Infiltration 4154 1336 475 153 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 3 690 0 0 Appliancestother 2030 0 Subtotal (lines 6 to 13) 17781 193361 1 2555 1995 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17781 19336 2555 1995 15 Duct loads 1 13% 201/. 2323 3870 5% 50% 1281 1001 Total room load 1 20103 23206 2683 2095 Air required (cfm) 1 953, 9531 1271 86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsoft- 2017-Feb-15 16:34:26 Right-SuiteO Universal 2017 17.0.16 RSU24015 Page I t37ReaganPointe7497A1Lot37ReaganPointe7497A,rup Calc = MJ8 House Front faces SW Job: Lot37Reag an Po inte7497AaDEL-AIR Right-M) Worksheet IKATW a AM COK1111TWIMIG Entire House Date: January 24, 2017 By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 1 Room name BATH 2 FOYER 2 Exposed wall 11,5 ft 25,0 It 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 6.0 x 8.0 ft 48,0 ftz 1.0 x 216.4 ft 216.4 ft' Ty Construction U-value Or HTM Area qt Load Area (II') Load number BtutVfV-'F) BtUh1ft) or perimeter (II) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/PIS Heat Cool G.,. N/P/S Heat CoolI 6 UV 12C-Osw Fan wall, r- 0,096 ne 2.79 3.02 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, r- 0.096 se 2,79 3,02 0 0 0 0 0 0 0 0 L-G 2A-2ov 0.340 se 9.89 23,18 0 0 0 0 0 0 0 0 11 W 13A-5ocs Blk wall, r 0,167 se 4.86 4,01 0 0 0 0 107 107 520 429 Frm wall, r- 0.096 sw Z 79 3,02 0 0 0 0 0 0 0 0 2A-2ov 0.3,40 sw 9.89 23.18 0 0 0 0 0 0 0 0TE 12C-Osw 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W 1 $A-5ocs B lk wall, r 2A-2ov 0.167 0.340 sw sw 4.86 9.89 4,01 19,84 56 0 56 0 271 0 224 0 60 0 36 0 177 0 146 0 11,10 0.600 sw 17,46 18.63 0 0 0 0 24 24 419 447 W 12C-Osw Frm wall, r- 0.096 FTW 2.79 102 0 0 0 0 0 0 0 0 1 GC-v 0.mo nw 9.89 15.72 0 0 0 0 0 0 0 0 2A-2ov 0,340 nw 9 89 22,45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 13A-5ocs Blk wall, r 0.167 nw, 4.86 4.01 51 51 249 205 65 65 316 261 2A-2ov Q 340 riw 9.89 22,45 0 0 0 0 0 0 0 0 q-D 12C-Osw Frm wall, r- 0,096 2.79 1,88 0 0 0 0 98 80 223 ISO 1 1DO 0.390 n 11.35 12.11 0 0 0 0 18 18 203 216 C 16B-38ad 0.026 0.76 1.42 0 0 0 0 0 0 0 0 F 20P-19c 0.050 1,45 0,73 0 0 0 0 0 0 0 0 F 20P-1 Sic 0.050 1,45 073 0 0 0 0 0 0 0 0 F 22A-col 0.989 28,78 0,00 48 12 331 0 216 25 719 0 6 c) AED excursion 27 97 Envelope loss/gain 851 402 2577 1552 12 a) Infiltration 214 69 465 150 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) 1065 471 3043 1702 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1065 471 3043 1702 15 Duct loads 50% 5% 53 24 50% 50% 152 85 Total room load 1118 494 3195 1787 Air required (cfm) 531 201 151 73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. jr4- vvrightsoft' 2017-Feb-15 16:34.26 Right-Suiteb Universal 2017 17.0,16 RSU24015 Page 2 t37ReaganPointe7497A\Lot37ReaganPointe7497A.rkip Calc = MJ8 House Front faces SW T, DEL -AIR MAT", AM CQNMTXW" Right-J@ Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: L ot37Roag an Po In to7497A Date: January 24, 2017 By: RH 1 Room name STUDY STORAGE 2 Exposed wall 10.9 ft 12.0 ft 3 ROOM height 9,3 ft heat/cool 93 It heat/cool 4 5 Room dimensions Room area 1.0 x 138.4 ft 138.4 ft' 1,0 X 50.8 ft 50.8 ft2 Ty Construction U-value Or HTM Area (ft Load Area (w) Load number BtuNft'-'F) B tutvft') or perimeter (ft) Btuh) or perimeter (ft) 6tuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 ViJ 12C-Osw Frm wall, r- 0,096 ne 2,79 3.02 0 0 0 0 68 68 190 205 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, r- 0,096 se 2,79 3.02 0 0 0 0 0 0 0 0 2A-2.v 0,340 se 9.89 23.18 0 0 0 0 0 0 0 0 11 W 13A-5ocs Blk wall, r 0.167 se 4,86 4.01 0 0 0 0 0 0 0 0 Frm wall, r- 0.096 sw 2.79 3.02 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 9.89 23.18 0 0 0 0 0 0 0 0TE 12C-Osw 2A-2ov 0.340 sw 9.89 2118 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9,89 23,18 0 0 0 0 0 0 0 0 W 13A-5ocs 81k wall, r 0,167 sw 4.86 4,01 0 0 0 0 0 0 0 0 2A-2ov 0340 sw 9.89 19,84 0 0 0 0 0 0 0 01:2 11,10 0"600 sw 17A6 18.63 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, r- 0.096 nw 2.79 3,02 0 0 0 0 49 49 135 147 1 QC-v 01340 nw 9,89 15.72 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9,89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9,89 22.45 0 0 0 0 0 0 0 0 13A-Socs Blk wall, r O. 167 nw 4.86 4.01 102 78 381 314 0 0 0 0 2A-2ov 0,340 nw 9,89 22,45 24 0 237 539 0 0 0 0 12C-Osw Frm wall, r- 0.096 2.79 1.88 126 126 351 236 0 0 0 0 D 1 IDO 16S-38ad 0,390 0.026 n 11.35 0,76 12,11 1,42 0 0 0 0 0 0 0 0 0 51 0 51 0 38 0 72C F 20P-19c 0.050 1.45 0,73 0 0 0 0 32 32 46 23 F 20P-19c; 0.050 1.45 0.73 0 0 0 0 19 19 28 14 F 22A-cpl 0.989 28,78 0,00 138 11 314 0 0 0 0 0 6 c) AED excursion 207 29 Envelope loss/gain 1283 1296 437 432 12 a) Infiltration 205 66 233 75 b) Room ventilation 0 0 0 0 13 1 ntemal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1488 13621 670 507 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1488 1362 670 507 15 Duct loads 59/4 5%1 74 68 20% 1 26% 133, 132 Total room load 931Airrequired (cfm) 26 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk wrightscM, 2017-Feb-15 16:34:26 Right-SuiteO Universal 2017 17.0.16 RSU24015 Page 3 t37ReaganPointe7497A\Lot37ReaganPointe7497A.rup Calc = MJ8 House Front faces: SW Right-JO Worksheet Entire House DEL AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 Job: Lot37Reagan Po in te7497A Date: January 24, 2017 By: RH 1 Room name MASTER W.C. MASTER SUITE 2 Exposed wall 7.0 ft 27.0 It 3 Room height 9.7 ft heat/cool 97 ft heat/cool 4 Room dimensions 3,5 x 7.0 ft 1,0 x 203.8 ft 5 Room area 24.5 ft' 203,8 ft' Ty Construction number U-value Stuh/ftl-'F) Or HTM Btuwft' Area M or perimeter (ft) Load Btuh) Area (ft') or perimeter (ft) Load Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw Frm wall, r- 2A-2ov 0,096 0.340 ne ne 2,79 9,89 3.02 22.45 0 0 0 0 0 0 0 0 165 47 118 0 330 463 357 1051 W 12C-Osw Frm wall, r- 0.096 se 2,79 3.02 0 0 0 0 97 97 271 293 L-1, 2A-2.v 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 11 W 13A-Socs Blk wall, r 0,167 se 4,86 4.01 0 0 0 0 0 0 0 0 12C-0sw Frm wall, r- 2A-2ov 2A-2ov 0.096 0.340 0.340 sw sw sw Z 79 9.89 9.89 102 23.18 23.18 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 2A-2ov 13A-5ms Blk wall, r 0.340 0.167 sw sw 9,89 4.86 23.18 4.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 111jo 0,340 0.600 sw sw 989 17',46 19.84 18.63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Gsw Frm wall, r- 0.096 nw 2.79 3.02 68 68 190 205 0 0 0 0 1 0C_v 0,340 nw, 9.89 1572 0 0 0 0 0 0 0 0 2A-20V 0,340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22,45 0 0 0 0 0 0 0 0 13A-5ocs Blk wall, r 0,167 rrw 4.86 4.01 0 0 0 0 0 0 0 0 2A-2ov 0,340 nw 9.89 22.45 0 0 0 0 0 0 0 0 FL-D 12C-Osw Frm wall, r- 0,096 279 1.88 0 0 0 0 0 0 0 0 1 1DO 168-38ad 0,390 0.026 n 11,35 0.76 12.11 1.42 0 25 0 25 0 19 0 35 0 204 0 204 0 154 0 289C F 20P-19c 0.050 1,45 0.73 14 14 20 10 34 34 49 25 F 20P-19c 0.050 1.45 013 11 11 15 8 170 170 247 123 F 22A-cpI 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 16 64 Envelope loss/gain 244 242 1515 2202 12 a) Infiltration 136 44 524 169 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 380 285 20391 3201 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 380 285 2039 3201 151 Duct loads, 20% 26% 76 74 20% 26% 405 833 Total room load 455 359 2444 4034 Air required (cfm) 22 155 116 166 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriightsoft- 2017-Feb-15 16:34:26 Right -Suite,& Universal 2017 17,0,16 RSU24015 Page 4Ar__Z k , . t37ReaganPointe7497A\Lot37ReaganPointe7497A.rup Calc = MJ8 House Front faces: SW PDEL-AIR Right-JO Worksheet Job: LotMeaganftinte7497A Entire House Date: January 24, 2017 By: RH DEL AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 1 Room name POWDER MASTER BATH 2 Exposed wall 7.5 ft 7.0 ft 3 Room height 9.7 ft heat/cool 9.7 It heat/cool 4 5 Room dimensions Room area 3.5 x 7.5 It 26.3 ft2 1.0 x 90.3 It 90.3 ft' Ty Construction number U-value BtuWftl-'F) Or HTM Btutvft') Area (ft') or perimeter (ft) Load Btuh) Area (ft) or perimeter (ft) Load Btuh) Heat Cod Gross N/PIS Heat Cool Gross NIP/S Heat Cool 6 VL-G 12C-Osw Frm wall, r- 2A-2ov 12C-Osw Frm wall, r- 0.096 0,340 0.096 ne ne se 2.79 9.89 2.79 3.02 22.45 3.02 0 0 73 0 0 73 0 0 203 0 0 220 0 0 0 0 0 0 0 0 0 0 0 0W 11 L-G 2A-2., 13A-5ocs Blk wall, r 0,340 0,167 se se 9.89 4.86 23.18 4.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W Vh12C-Osw Frm wall, r- 2A-2ov 2A-2ov 0,096 0.340 0.340 sw sw sw 2.79 9.89 9,89 3.02 23.18 23.18 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 2A-2ov 13A-5ocs Blk wall, r 0.340 0.167 sw sw 9,89 4.86 23.18 4,01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LJO 2A-2ov 11jo 12C-Osw Frm wall, r- 0.340 0.600 0.096 sw sw rvw 9.89 1T46 2.79 1 9.84 18.63 3.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 68 0 0 63 0 0 175 0 0 189W 1 OC-v 2A-20V 0,340 0,340 nw nw 9.89 9.89 15.72 22.45 0 0 0 0 0 0 0 0 0 5 0 0 0 52 0 118 t--wG 2A-2ov 13A-5ocs Blk wall, r 2A-20v 0.340 0.167 0.340 nw nw nw, 9.89 4.86 9.89 22,45 4,01 22,45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw Frm wall, r- 0.096 2.79 1.88 0 0 0 0 0 0 0 0I-D 1 1DO 1613-38ad 0.390 0,026 n 11,35 0,76 12.11 1.42 0 26 0 26 0 20 0 37 0 90 0 90 0 68 0 128C F 20P-19c 0.050 1,45 0.73 0 0 0 0 0 0 0 0 F 2OP-190 0.050 1,45 033 26 26 38 19 90 90 131 66 F 22A-cpl 0,989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 171 33 Envelope lossigain 261 259 427 534 12 a) Infiltration 146 47 136 44 b) Room ventilation 0 0 0 0 13 1 ritemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 407 3o6l 2 577 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 407 306 562 577 15 Duct loads 20% 260% 81 80 209/ol 261/ 61 112 150 Total room load 488 385 674 728 Air required (cfm) 1 23, 16 32, 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2017-Feb-15 16i34:26 AG Right -Suite& Universal 2017 17.0.16 RSU24015 Page 5 t37ReaganPoiiite7497AkLot37ReaganPointe7497A.rup Calc = MJ8 House Front faces: SW 3,DEL-AIR Right-M) Worksheet Job: Lot37ReaganPointe7497A KATW, MR C11111411111ITN"411014 Entire House Date: January 24, 20117 By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 1 Room name DININGIFAMILY KtTCHEN 2 Exposed wall 65.0 ft 18.5 ft 3 Room height 9.7 ft heat/cool 9.7 ft heat/cool 4 Room dimensions 1.0 x 431.3 ft 1.0 x 264,5 ft 5 Room area 431.3 111 264,5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft Load number Btuh/ftl-'F) Btuh/ft' or perimeter (ft) 8t h) or perimeter (ft) Stuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 VL-r 12C-0sw Frm wall, r- 0.096 ne 2.79 3.02 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, r- 0.096 se 2.79 102 199 184 514 556 97 82 229 248 1--G 2A-2ov 0,340 se 9.89 23,18 15 0 148 348 15 0 148 348 11 W 13A-Sots Blk wall, r 0,167 se 4.86 4.01 0 0 0 0 0 0 0 0 WLi2A-2ov 12C-Osw Frm wall, r- 0.096 sw 2,79 3.02 233 188 526 569 0 0 0 0 0.340 sw 9.89 23,18 8 0 79 185 0 0 0 0 2A-2ov 0,340 sw 9.89 2118 21 0 206 482 0 0 0 0 2A-2ov 0.340 sw 9.89 23,18 16 0 154 362 0 0 0 0 W L--'G2A-2ov 13A-5ocs Blk wall, r 0,167 0,340 sw sw 4.86 9'89 4.01 19.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 111jo 0,600 sw 17A6 18.63 0 0 0 0 0 0 0 0 W 12C-Gsw Frm wall, r- 0.096 nw 2.79 102 199 142 395 428 82 82 230 249 1 OC-v 0.340 nw 9.89 15,72 21 0 211 335 0 0 0 0 2A-2ov 0.340 rvw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0,340 nw 9,89 22.45 36 0 356 808 0 0 0 0 13A-5Qcs Blk wall, r 0.167 nw 4.86 4.01 0 0 0 0 0 0 0 0 t--G 2A-2ov 0,340 nw 9.89 22.45 0 0 0 0 0 0 0 0 I-- D 1 2C-0sw Frm wall, r- 0.096 2,79 1.88 0 0 0 0 0 0 0 0 11DO 0,390 n 11,35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad O.026 0,76 IA2 431 431 326 612 265 265 200 375 F 20P-19c 0.050 1.45 0.73 12 12 17 8 0 0 0 0 F 2OP-190 0.050 1,45 0,73 0 0 0 0 145 145 210 105 F 22A-cPI 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4531 48 Envelope loss/gain 2933 5146 1018 1373 12 a) Infiltration 1262 406 359 116 b) Room ventilation 0 0 0 0 13 1 ntemal gains. Occupants @ 230 2 460 0 0 Appliances/other 230 1200 Subtotal (lines 6 to 13) 4195 6242 1 13771 2689 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4195 6242 1377 2689 15 Duct loads 200/61 2611, 834 1625 20% 261/6 274 700 1 Total room load 50291 7866 1651 3388 Air required (cfm) 2381 3231 1 78 139 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w righ tscioft, 2017-Feb-15 16:34:26 Right -Suite® Universal 2017 17,0,16 RSU24015 Page 6 t37ReaganPointe7497A1Lot37ReaganPointe7497A.rup Calc = MJ8 House Front faces SW Job: Lot37ReaqanPointe7497A Date: January 24, 2017r,ODEL-AIR Duct System Summary IIIIIATM - W CON01ITIONM Entire House By: RH DEL AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 f-rojeFt intormation For: DAVID WEEKLEY, Lot37ReaganPointe7497A 4623 Tampico Way, Sanford, FI 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H20 0.34 in H2O 0.170 / 0.170 in H2O 0.201 in/100ft 953 cfm 169 Cooling 0.40 in H2O 0,06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.201 in/100ft 953 cfm Supply Branch Detail Table Name Design 6tuh) Htg cfm) CIg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk BATH 2 h 1118 53 20 0.203 4.0 Ox 0 VIFx 47.2 120.0 st2 BED 2 h 2683 127 86 0.201 7.0 Ox 0 VIFx 49.3 120.0 st2 DININGIFAMILY c 3933 119 162 0.248 7.0 Ox 0 VIFx 27,3 110.0 st3 DININGfFAMILY-A c 3933 119 162 0,240 7.0 Ox 0 VIFx 31.5 110.0 st3 FOYER h 3195 151 73 0.210 7.0 Ox 0 VIFx 41.7 120.0 st2 KITCHEN c 3388 78 139 0.254 7.0 Ox 0 VIFx 23.8 110.0 st3 MASTER BATH h 674 32 30 0.247 4.0 Ox 0 VIFx 27.8 110.0 st3 MASTER SUITE c 4034 116 166 0139 7.0 Ox 0 VIFx 32.5 110.0 st3 MASTER W.C. h 455 22 15 0.237 4.0 OX0 VIFx 33.6 110.0 st3 POWDER h 488 23 16 0.238 4.0 OX0 VIFx 32.9 110.0 st3 STORAGE h 804 38 26 0.233 4.0 OX0 VIFx 35.9 110.0 st3 STUDY h 1562 1 74 59 1 0,224 1 6.0 1 Ox 0 VIFx 32.1 120.0 st2 I Supply Trunk Detail Table Trunk Htg CIg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 Peak AVF 406 238 0.201 517 12.0 0 x 0 VinIFIx SO st3 Peak AVF 547 715 0.233 668 14.0 0 x 0 VinIFIx SO stl Peak AVF 1 953 1 953 1 0.201 1 683 16.0 0 x 0 VinIFIx 2017-Feb-15 16:34:27 wrightsoft, Right-Suitee Universal 2017 17.0.16 RSU24015 Page 1 14CCA ... t37ReaganPointe7497A\Lot37ReaganPointe7497A.rup Calc = MJ8 House Front faces: SW Name Grille Size (in) Htg cfm) Glg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 953 953 0 0 0 0 Ox 0 VIFx WCI htS4ftx 2017-Feb-1516:34:27 9 Right-Suitee Universal 2017 17.0.16 RSU24015 page 2 ACCK ..t37ReaganPointe7497A\Lot37ReaganPointe7497A.rup Calc = MJ8 House Front faces: SW FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildinu Performance and Prescriptive Methods ADDRESS: 4623 Tampico Way Permit Number Sanford , FL , 32773 1 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402,4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402,411 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. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air, 0 R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2,6 L/s/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. 0 R402*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 L/s) when tested in accordance with ASTIVI E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (MandatoryNI ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553,99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: I Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) 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 L/min) 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 L/min) 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, 1/24/2017 3:32 PM 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. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F (1 3'C) shall be insulated to a minimum of R-3., R403.31 Protection of piping insulation. R403*1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use, R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4,1 Storage water heater temperature controls R403.4.4,1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off, 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4,2. 1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south, 13 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. 1/24/2017 3:32 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Corn Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity, (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6,1,2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403,6.1.2,3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric 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. 1/24/2017 3:32 PM EnergyGaugeQ USA - FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot37 Reagan Poi n te7497A Builder Name: DAVID WEEKLEY Street: 4623 Tampico Way Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Numberi Owner: Jurisdiction: 691500 Design Location: FL, Sanford CRITERIA CHECKCOMPONENT 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 1/24/2017 3:32 PM EnergyGauge@ USA - FIaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot37ReaganPointe7497A Builder Name: DAVID WEEKLEY Street: 4623 Tampico Way Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691500 Cond. Floor Area:: I 1617 sq,ft. Cond. Volume: 15792 cu ft. I Envelope Leakage Test Results Regression Data: ce In a Single or Multi Point Test Data HOUSE PRESSURE FLOW: Leakage Characteristics CFM(50): ELA: EqLA: ACM: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 1/24/2017 3:33 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 r' rF 41 SAN to sawar^ m SAN +aP and nor MMI t,11nl 1) (", 1, 1 Residential Load Demand General Method 1617 square feet X 3VA = 4851 VA Small appliance load 3000 VA Laundry = 1500 VA total 9351 VA First 3000VA C> 100% ........... 3000 VA Remaining @ 35% ................2223 VA ING total 5223 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 34,493 VA - 240V= 144 amps= 150 amp service Model Contractor David Weekley Homes Subdivision Reaaan's Point County Seminole City— Sanford James Lanier EC 0002989 Office # 407-933-7771 PLOT PLAN LEGAL DESCRIPTION: LOT 37, REGAN POINTS OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD,;COMMUNITY NUMBER 120294, DATED 9/28/2007, CERTIFIEDTO: DAVID WEEKLEY HOMES F 4623 TAMPICO WAY SANFORD, FLORIDA 32713 o 4623 Tampico Way e= Proposed Elevation Zo, Sanford, FL 32773 T. Area Calculations 0 Total Lot Area= 2198 sq it (100%) Impervious Area= 1190 sq ft (54%) Pervious Area= 1008 sq ft (46%) P. 1 Elevations are based on cavil grading plans. Lot 36 Lot is Type "A" Grading Plan OP Q ^ 1 a • ' f °( b'O o r50 d Qad spa oq \ ` o Lot Fco.9 Q o9 C; ...:.::`'` `'yapQ a 3 0 deP fD ........ \ Q 0 ap(41 C oQo Tract rrBfr - aeopI Open Space/Recreations Common Area) 06 ai Pteal P,C.located on Tract"B Q`o a f7 ( ! C27 R=10.00'(P) L=16.17'(P) A=92°38'04"(P) 4 4 t Chord Bearing= ) S 11 047'33" W 14.46'( P i , k o r lion 0,0, N` L1 L2 L3 S 34031'30" E 27.95'(P) N 34031'30" W 35.66'(P) S 58°06'35" W 22.57' (P) W E Graphic Scale 40' S Scale: 1 "=20' Field Date: zjiwot7 Date Completed: 211012017 Drawn By M C File Number.IS-34190 PP Legend- s Calculated PC - Pnim of Ctxvahra Centerline P9. - Page B Concrete Block PI - Point of FnteFwechon CM concrete Monument P.O.B.- Point of Beginning Cbar" Concrete P.Q.L. - Point on Line D Description PP - Power Pole DE Ural"age Lasemem PRM - Permanent Reference Lamt- Lassl'rtront Monurry" FLM.A. - Federal Emergency PT - Point of Ianganty Management Agency R - Ra ilus FFL F ln"d Hoar Elevation Had, -Radial End. F ounW R&C - Robot & Cap IF Iron Pipe Roe. - Recovared L Length (Arc} FIRE - Roofed M Measured Set - Set F" Reber & N&U Nail & Ulsk Heber Cap "LB 7623" N.R. Non -Radial Typ. - Typlcsl ORB Official Records Bor* UE - Utility Easement P Plat WM - Water Meter R.B. Plat Stook Q - Uera (Central Angle) 0- Wood Fence 0— - Chain Link Fence S ey Rased upon the Legal D s . itaror Supplied by Client. A4 « ,j llioro,ne, Deeds have NOT been Researched hoGaps.Ovedarx and/orNtabes- Sublect ro any Easements and/or Resmcngns of Record. B g ba i sho hereon, is As. coed and Rased upon the Line Denoted with a -88'. flooding Ties are NOT t be used t cr ,truer Property braes_ Fe ce Owne,ship-s NOT determined, Roof Overhaorn Uodeground bill es and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Or rofiieldlocations era approximate and MUST be verified by approinnate Utility Lot of to Compaoles. Uo, of This Survey for Purposes other Ihan Intended. Without written venR<ation, will be at the User's Sole Risk and W Ilhout Liability to the Surveyor Nothing Hereon shall be Construed to give ANY Rights or Renefits to Anyone Other than those Certified- INT° OF INTCREST- PROPOSED DRIVEWAY CROSSES 5` UTILITY EASEMENT. PROPOSED WALK CROSSES S UTILITY EASEMENT This is NOT a Boundary Survey ne"tUy Faintly that viki tioundary Survey of the above Uescreed Property is un and Qurrran !e ihn Best of try Knostlor ge and Belief a Gently Slnvoyed do' my Direction on the pate Shown, Baseal on Intoonatfon tumished to Me i Noted and Conforms to the Standards of Practice for Lend Sun oyir the State of Florida h accordance with Chapter 5d-17.052 norldo lministrative Codes. Pursuant to_sopti m 472.027 Florida Statutes. FORTHE This SUrvey NOT VAUD UNLF and Embossed wit Surve oes Seal. Inland k Asso6ates Sung'llg, Lac, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www, irelandsurveying.com Office-407.678.3366 Fax-407.320.8165 NO FLEX DUCT ALLOWED IN GARAGE Ducts in the garage the walls or ceilings separating the dwelling from the garage shall be constructed of minimum No. 26 gage sheet steel, 1 -inch minimum rigid nonmetallic duct board, or other approved material and shall have no openings into the garage. FBCR R302.5.2 If duct is above the ceiling, flex is permitted Butt -DER: PLAN sr a LOT I AIQX42 A/C SLAB BY BLDR MIN 2'FROM WALL I iNPOVA to An 2.5 TON W/8KW g240V I PH platform by bldr 18x10 plea scale : 1/8"=1'0" 22x 12 rad In ffiffidio 2 1= M 1Y" 54f ENTRY ,,rl 2 e i 9 woo mw 7-1 71' BE RM 2 12 " A1 ' rffi1d2) 26 SH Imp EY REVISIONS DATE By 1/ 24/2017 RH INTE Pod Air Hcabiwj, Air Ccuclition(rq & Fef6cierationji1c, 51 Wail 5111fi( TIJ F1 152-M F' 6orle: 40-7-6 1-2661-? 4-A M 0 4 4 co Co D a) 0 co Cn 3 co 0 E CL 3)3-0 5-2 SH @ 7' - 4- 2-0 5-2 SH 3-0 5-2 SH 2-0 5-2 SH @ 8. - (r @ 8. - Cr @ W - (r NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 SECOND FLOOR 0 z00 Special Notes 2.6.17 VMT W0 0 0 0 M W 0- co C 0 Z 00 4" dryer duct to roof cap w/dryer vent box 7"kitchen vent to roof cap H, Pel Air Heatinq, Air Condbonincl & Fefriqerabonjric, l coji--'Co Waq Sanford F1, --'52771 hone: 401-T51-266 FaK: 0SANFORDN it 1 7 - 7 3 0 Truss Fabricator: lob Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: This document has been electronically 4t signed using a Digital Signature. Printed y ieolxieawithoutanoriginalsignaturernuat he verified using the original electronic° tt version. i Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 ' Florida Engineering Certificate of Authorization Nutnber: 0 27 Florida Certificate of Product Approval 0 Ft.1999 ti * t ` Page I of I Document ID: IVYK408-Z0122082046 Accu-Span Truss Company 1513247497 - A -DAVID WEEKLY -- Lot 37 Reagan Po 34 Florida Building Code 5th Edition (2014) TPI-2007(STD) Alpine Software,Version 15.01. No, 708'61 to !kMFOreA. M.. rj a$E 7Z -/7497 - A - i l.J Q6 IV Y10NAV The identityof the structural FOR did not exist as of the seal date per section 61015-31.003(5a) of the FAG Roof - 37.0 PSF 6 1.25 Duration Floor - 55.0 PSF 4 1.00 Duration Wind - 139 NPH ASCE 7-10 -Closed Notes; 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet mast match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: STRBRIBR-14030EC1- GBLLETIN-VAL18010-DEFLCANB- f_ gsscrriDtion _ Dra rirW D t 1 50249--A1 17053027 02/22/17 2 50250--A2 17053021 02/22/17 3 50251--A3 17053012 02/22/17 4 50252--A4 17063003 02/22/17 5 50253--A4A 17053001 02/22/17 6 50254--B1 17053002 02/22/17 7 50255--B2 17063030 02/22/17 1 8 50256--B3 17063009 02/22/17 9 50257-41 17053022 02/22/17 10 50258-41A 17053028 02/22/17 11 50259-42 17053014 02/22/17 12 50260-42A 17053013 02/22/17 13 50261-43 17053026 02/22/17 14 50262-44 17053024 02/22/17 15 50263-45 17053017 02/22/17 16 50264-45A 17053023 02/22/17 , 17 50265-46 17053019 02/22/17 18 50266-46A 17053015 02/22/17 19 50267-41 17053018 02/22/17 20 50268-48 17053001 02/22/17 21 50269-49 17053010 02/22/17 22 50270-410 17053025 02/22/17 23 50271-410A 17053031 02/22/17 24 50272-411 17053029 02/22/17 25 50273-411A 17053032 02/22/17 26 50274-401 17053002 02/22/17 ! 27 50275-402 17053011 02/22/17 28 50276--EJ1 17053016 02/22/17 29 50277--EJ7 17053007 02/22/17 30 50278--CJ1 17053006 02/22/17 31 50279--CJ3 17053005 02/22/17 32 50280--CJ5 17053004 02/22/17 33 0281--HJ7 17053008 02/22/17 1 02/22/2017 William 11. Krick Truss Design 1- agineer- 2400 Lake Orange Dr, Suite 150 Orlando FE, 32837 Ref _ __. 4escr l. R n — Drawi n _ Date 1_34 50282-- HJ7A 17053020 02/22/17] THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, lblSZ-//4'J/ A -UAVIU WttKLY -- LOt S/ Keagan rointe JANrVKU, rL SZ//S - Al J Value Set: 13B (Effective 6/1/2013) 139 mph wind, 23.68 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. MWFRS loads based on trusses located at least 11.84 ft. from roof edge. 6- -3 a-8-0 3X4(Al ) is onV SAID 3X4(Al ) ra- R=1043 U=118 W=4" 4- 4-s 1_ 12-0-0 12-0-0 I 24-0-0 Over 2 Supports R=1043 U=118 W=4" RL=150/-150 PLT TYP. Wave 455i1i€i4kF2##ris t Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 A,< ` ` QTY:12 FL/-/5/-/-/R/- Scale=.25"/Ft. AN ITW COMAwv AWARNINGI•A AND FOLLOW ALL NOTES ON THIS ORAWIN6! tWI'MTAer• 1-151i rf,Ts rw uw To Au caxTRACTazs IO WIW ME trsTAtcercs Fru 4Aa :i scsl ttl s n s Pf c rTCA rA Ge n9 1 - f 0o Y 4 Pa BCSt. Un ¢ Y i gia ng. L ha.. pa m - .g! r ct. fT3 61 Nitl pP APPIY PI a .. a,kf Pa: abo e AfP lrw s u ,. c l f f 1 i> cs I Y on a 9 Y r i "I eru x n con orma ue a en AN51 /S VI i oe or anCt ry >N pp ng. i„aza t,., A e,„ o t. ,n,. y ' , trlhhh S OV i y: 6'S E 0 i t sr TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R40$ - - 50249 DATE 02/22/17 DRW HCUSR408 17053027 F{C-ENG AK/WHK SEQN- 880010 2400 LzLe Omp, Df.. Sutit i:d Awf wi CRfs Grwlny or oevAr P"o tts I g this G wlw, to to AttAptANe of sr foA 6f 1 AnpinA IM rwpa 1siityw1Alyfor — —.A Now. TF. wfetlrf l lCY ..ie f,AA of N1A Arwiny for Any ftrtGturo fA rAApanAihftity of tM Nuitb(rp OAsigr,Ar pAr ANSf /TPF t S+e.T. 5 yp^ 0A„ * Y 4 DUR . FAC . 1.25 FROM RF 61S PACING 24.0" JREF- 1VYK406 Z01Oriw,do,FV 32837 FL,COA wzts a<ia „at 9 "_- P a '<.An Afpl+ .... n, . r . TPI: .w.cPinzc orq; w oA- Y = ICC rs . rq illiam 11. Krick Lic. Number 70 02/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k ISIJL-//4`J! - ii -UHVIU OCCRLT -- LOL J/ Keagan rotnce annrumu, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense got chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JLl/J - MG J 139 mph wind, 23.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 11.72 ft. from roof edge. 4X6- 4X6- on`+= t)Xb= 3X4(Al ) = 3X4(A1) R=988 U=119 W=4" 4 - l" 4- I_ 11-0-0 _I 2-0-0 I_ 11-0-0 _I 24-0-0 Over 2 Support R=988 U=119 W=4" RL=139/-139 Design Cr i t : FBC2014Res/TP I -2007 STD H`` r, PLT TYP. Wave FT/RT=O% O% /0 0 15''$ '' TY:2 FL/-/5/-/-/R/- WARNINGI•' NEw uw FOLLOW Aft. OWES ON THIS MAWINGI az TC LL 20.0 PSF17TANT1p1Stl —s —IMB SO .1 CUMTRtCTl tNGtwo"G THE ENSYN fERS y.IS q:f t4k . f 11 ` ¢Q. 617C. F cAe 1 etr BCSI"(B tl g C.wyxfn 5 Y t o TPI erv6 M CAj Yor P Prf } i TC DL 7.0 PSF o. PQ 9 1 a P- moo' Y b 9 Pe BCSt. tk. BC DL 10.0 PSF e. B3, B] B 0 Ppt t aPP1Y Pl ar s a,+tl brawn lw T team z I.,xcmusx:ra. g a a. r, is' ' BC LL 0.0 PSF pup g. a.«. Y t tl tie :- fn c,rn orma,xe .rc, ttNSt/TPI t. or fir en f try. shppirg`« z, `b AN RIMCOFAp w ,o % x br ,y r cr.,,,o, `Tg .«...,,,. TOT. LD. 37.0 PSF 1 -1. !r t^W •o..r p•W If-ing this Crarf.9 tntllt.e.. --pt.rves aI Orators len.l .nptbasrinp (Rt rs.p :blII<y .ol•ty ror th• d fq .I.o•... Th• w4t 4IIcy rvl a•• of ehf• Errleq yor •ny Kr tear• I• a € 48 tMAL ` ' 20LBL- Orange D[..Swei J r•aponsfblttty or W &,f lE inp O-1f p•r MSI/TPI t S•c.2. k DUR . FAC . 1.25 Odw. do.Ft. 32837 r a., . Joo , .. as« .., ' , . PAC I NG 24.0" Fl. COA BQ 278 (PINE - P K.r..<o: mt rP f<. o. a; rrcA. »,....w_„ou„-y.: fce «.,.ase ,,ra Clllam H. linClf LIC. NUtitE1CT %( fT 5- 1D-3 Scale=. 25"/Ft. REF R408-- 50250 DATE 02/22/17 DRW HCUSR408 17053021 HC- ENG AK/WHK SEQN- 880006 FROM RF JREF- 1VYK408_ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. H -UAVIU ALLMLT -- LOL 31 rceagan rotnLe JHNrUKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC i Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= 3.I" 4X s= 139 mph wind, 22.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT If, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC . 4-1 -3 3X4(A1) = 3A4` 5An- 3X4(Al ) R=988 U=239 W=4" L 9-0-0 _f_ 6-0-0 _i_ 9-0-0 ! 24-0-0 Over 2 Support R=988 U=239 W=4" RL=119/-119 Design Cr i t: FBC2014Res/TP I -2007 (STD) PLT TYP. Wave FT/RT=O% O% /0(0) j suTkbitait yr+r a.,`%, TY:2 FL/-/5/-/-/R/- Scale=.25"/Ft. WARNIMGI•• Am Am Foum Au. MUTES mi THIs DIWIM6I I(PIIRTMIT nx+afsN THIS uwfre To u.T. O MACTONS M CTUMN THE MSfMtIIRS t TC LL 20.0 PSF REF R408-- 50251 ry I1 L1 ANrrwconsaarvv 24W Like Omge Dr, SweiYi Tru+' - aC a ab c 9 19 y : I I „g xmf brae 9 R. a dffi I t ha I d NCSf <g can 5 by TPl wTCA, t Y P a z P pe g w f e p d y q pe BC51. Unl < qia ng. L W,wn ge m 1 et t. a ac ^Yl tfe J Oe -{A. A ms iha RaC d Sep S60A Z Y p. poax A , 63, B> lStO apPl 1 App1Y Pf ac sera P nae, Y e a t.a y n ean,or an ANSI,fPt , ar to, t,a dti ,b, Pi .° Alan tiffs df iNy ,x ecnr fw. lfstieq wFs dr frq, {Ndieti A Kt vtwt• w pmfN tenet se+piN 1n,, r slpMibF ttty s I fy fN W design •Nowt. Tir w1t 11tty uN of tt,fs dr jm fx •^Y •eruettm ix spwt•ibtlity of tr.. twifdi.y IM fgn•r w ANSl/ f T S-2. i3V Y _ Q 5 S y^ 0 if {¢ st FYy '"+(, '} jy L, a k P` IArewNrrt+'gam TC DL BC DL BC LL TOT. LD. 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF DATE 02/22/17 DRW HCUSR408 17053012 HC-ENG AK/WHK SEQN- 880002 OUR. FAC. 1.25 FROM RF N.,do. FL 32837 Ft.CDk Y78 9 ,ems a i ;,,n ..:•a - gral n< • .ab -. ALPINETPI T : v_atP iCv,coar: '. ,o g; rtGAIGG . wr ._ ,ncc 'Y.c ,-saYo.ory IIIam II. Krick LIc. Number 0 uTntUer 70,6 S PACING 6l- 24.0"' JREF- 1VYK408 Z01 02/22/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1b13Z-//4V1 - A -UAVIU wttKLY -- Lot 31 Keagan Pointe SANFUKU, FL 3ZI13 - A4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Rot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X6= 2X4 III Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 pif at -1.33 to 56 pif at 7.00 TC- From 28 plf at 7.00 to 28 plf at 17.00 TC- From 56 plf at 17.00 to 56 pif at 25.33 BC- From 4 plf at -1.33 to 4 pif at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 pif at 7,04 to 10 plf at 16.96 BC- From 20 pif at 16.96 to 20 plf at 24.00 BC- From 4 pif at 24.00 to 4 plf at 25.33 TC- 240.39 lb Conc. Load at 7.04,16.96 TC- 169.13 lb Conc. Load at 9.09,11.09,12,91,14.91 BC- 454.27 lb Conc. Load at 7,04,16.96 BC- 126.68 lb Conc. Load at 9.09,11.09,12.91,14.91 Bottom chord checked for 10.00 psf non -concurrent live load. 6X6= LAY III 0l(b= LAY IN 4X6(A2} = 4X6(A2) LIM, 9M L_ 7-0-0 _I_ 10-0-0 _I_ 7-0-0 _I 24-0-0 Over 2 Supports R=2086 U=537 W=4" 3-1 -3 20-8-0 1 R=2086 U=537 W=4" Design Cr i t : FBC2014Res/TP I -2007 (STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 `` TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. 1t-t -a Et ( iy.. tl t[T AKnwcompAw z ccc o .s ite3x) IMPORTANT FARN 1- YHIS fM TOl L ¢xc «u'I W, TW IBSTMLERS. g# y - r ^y ^9 pp« y I l sM br »c ieq R r. anQ4 aii 1 r« Q sl <B e g r f Y ! . .t, Tp1 .SGA} far Y p" pa f g he f 1 e P empo" Y 9 BC 51. tkv s c op < e IY s p Y QJ QJ Qt0 cppl sbl kppfY Pew.t} Cia s ctw iwa R c. s Y6od 2 Y u'.c 6 Pt 4w fTM r d irg y e it h¢ uvv cp, armu,ue v th k#$4 /ipl i. or for nunafl irvg, nipp.ny stul b. 9 f t, ,at. w 1 t 16 er fnp 11 cawr pn. t1r 1 B -1. profoo if j onyllw""a rrt.po :b..litj wl 1y I— - A iR MfaMt. TM whop, I itY rW uw of -1. ArMit,R far rry structure is rrsportsfpility or . Bul din D Ii . po PXSI PI I S. Z, r 4 f 08 L . r a=dk p;nt Pp1. 7 y . L. TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF REF R408-- 50252 DATE 02/22/17 DRW HCUSR408 17053003 NC-ENG AK/WHK SEQN- 879998 DUR. FAC. 1 .25 FROM RF 6FSPACING 24.0" JREF- 1VYK408 Z01Oriar&, Ft >z&3"r, F caA3_>7s 0 r. -t- > .y ,'ob s „. pays . r .o - ALPIpE »Ip mit..c a; TPf .. LP, ht ,-y; w oa .- C .o.y illiam![. Krick Lic. Number 70 02/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1513L-//4V/ - A -UAVIU WLLKLY -- Lot 3! Reagan Pointe JAW UKU, VL Value Set: 13B (Effective 6/1/2013) I Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC i 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load 3ZI13 - A4A ) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7,00 TC- From 56 plf at 7.00 to 56 plf at 17.00 TC- From 56 plf at 17.00 to 56 plf at 25.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 12,00 BC- From 20 plf at 12.00 to 20 plf at 24.00 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- -37.70 lb Conc. Load at 17.00 BC- -55.40 lb Conc. Load at 17.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= 2X411 4x6= 2X4 (Al ) as eA+ III SAb= eAlt 41 2x4(Al )= L 4- L 7-0-0 _L.. 10-0-0 _1_ 7-0-0 1 Le 24-0-0 Over 2 Supports I R=961 U=233 W=4" R=922 U=233 W=4" RL=99/-99 Design Crit: FBC2014Res/TPI-2007 STD PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 //-," TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. ALL&oT¢s ON THIS olwrlNcfIURT{t NGI•• um 10 tlltHf t 1WItTAMT'• ip9Y1SN SNis gRAflw ffG SO . CUNTNACTdiSIMG.kgfflG : MST MtER5 . TC LL 20.0 PSF REF R408-- 50253 ANMWCOAbMW 24W Lake ( km, iif_a,fe 1SO Tr -cp a- u5f Ce GdaPon• r. 5 Y i Pf r CA7 t y P P e emPo Y 9 P• BC51 Vn s as e an v fr t g- ro e fy v t bam e scs: cacti 63 Bi0. ' Aid O fri B q Coupon - G up I iF Y...... tr be sP'PfiltlvaCawngy b i d ry " n e.x+Foru nee rteh Ati5f /S Pf 4 or or anOliry xM1c nmcaffang, a a . y or vu-.«.. sal — Chi. d fnp er f»v.f P". 11-1 4 Nis dtw m, I -I. C.s arxsytarws of PreTss 1-1 anpfn..fffp fsap.nsibf i lty bfafy f.f w G.siyn of , Tis wit.biI iCy f u.. Pf Chls drsufn& fd, si, .tf- is rsapmafbf f fcy of Gw &PildiW Dssiq Par ANSVTPf t Ssd.2. S 4# E S b• . me k 1• • w{, ru` Q A Erpet TC DL 7. 0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DATE 02/22/17 DRW HCUSR408 17053001 HC ENG JB/DF SEQN- 507811 DUR . FAC . 1,25 FROM RF 6 PPAC I NG 24.0" 1' JREF- 1VYK408 Z01 aaLC Fr, 2737•r,nn EL raA 502?S nb gan<ra, n a b•f• b ALPINE .af p naicw.. TPI <P, < org: YIFCA: uwx .. .i ntluxcry c ICC . .s .ory 1111am H. KTICIC LLc. NUITIbEr ') N 02/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15132-/7497 - A -DAVID WEEKLY -- Lot 37 Reagan Pointe SANFORD, FL 32773 - B1 ) Value Set: 13B (Effective 6/1/2013 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= 139 mph wind, 22.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 4-1)-3 20-8-0 R=677 U=152 W=4" LG1 -4-OY I_ 9-0-0 _1_ 9-0-0 _I 18-0-0 over 2 Supports " 1 R=765 U=185 W=4" RL=102/-108 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0(0) 15 •° • /" `TY:3 FL/-/5/-/-/R/- Scale=.375"/Ft. L U AN IT'W COMPANY 23C i Lake Ormge Dr, Swe lib ruwlNci•• Rra AND FOL ALL ROTES al THIS DAM Wcl I pFTAMT FiIRM ISM THIS bfWIMG 10 AIL CeMS RACTURS IWlW M6 IlE IHSl LL llS trd BC51 "c6+, d g CoMM 5 y t - by FPI arvC M'TCpY Y P Pe'i pe 9 Yn n I P Pa Y 9 Pe BC41 UnI - c 63 B B 9 appl abl APPIy P m Po •[wv+ zr t u• ' I IT« B., , s• a. rG c. I :, q. xttra zap sPw y . ,.+coo.. r, <. B r ;I , ,u„ .o•au• .iTr, ABsI,{PI I. a ra .Ii , tl..e Ilac on c r, "v or c,«.sa< 9 an -1. —1.9 or eewr pMpM 11....9 CMIs 4-1.0, flv feMe s reeptMnet of profH fen l rglrwrinp rMMpanMlbl l lty .ol.ly rw u» aesly..lw.... TI+. wlw+l Itr .tee u.. or to 1. e..l..R rx «.y .c uctuv.ti 1• r apanslbu lty or rr» R..i ldt y [) ai r wT NISI T l I S« 2x tl*. <, y*p yP08 1 " R kff m I 4 # °4 ... 5 e . l r+ ' /ON 't `. i TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 50254 DATE 02/22/17 DRW HCUSR408 17053002 HC-ENG AK/WHK SEQN— 880027 DUR . FAC . 1.25 FROM RF 6ISPAC I NG 24.0" JREF- 1VYK408 Z01O'i..uio, FL 3n3' FL COA#(; .'IS rdr — i x -- -. i, 3Po', ,».,.I ,k. ,+ — ....o .. ALPINE ww_ , . _c ; TP1- ....cP n or9: MICA : ICC . e cs a.«.R illiam It. Krick Lic. Number 70 02,22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, I, IDIaL-/l4'dt - H-IJAVIV WrtMLT -- LOi. a! Iceagan ratnLe ahsvrvmu, FL aL/!a - ESL 1 Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= ZA4 (A 1 ) IE1-4-21F 12-4_0 3.1 5-4-0_ F,4)91-4-Q,I 18-0-0 Over 3 Support R=589 U=136 W=4" RL=119/-119 Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 e YWARNINGIee READ AND FOLLOW ALL WES ON THIS DRAWIWt 1WPINUANT" LWN15H THIS BRA 1- TO ALL COMTHKTORS IMCLWIN6 Tw INSTM.LfR . lan6BCSfc(Bvf eo i,.g Ganponant Safeey [n Porm i wr. nvn Tpf MTCAtrf axE®tyepr ac tJeo+L. gpe g cM + f : ira 11 D" empo Y ^9 Pe Blsl. 4/n eC t nariDn t iwa y d e w.a yaDo < gie g. L pm. P II g per r cC 63, 61 8 0 p f abl APPt p ar p c IE Il- If l[ AfD ITiY B g Crvn. up t 1 <•wpa I Y y •vf aY, oer from 1tt U tt PG' t9Ypetra,if ru v n con armence e, .h AN51/TPI t o, Por sn ling sEr pP,ry, AN ITW COMPANY scar I en Aab ,g a cr :.. An-1 —,-1. arwteq er ttv r PaON (taC trq NIN arMleq, fMiC t N 'euPLaroN of Proms j-9 NrrpI—$ rwpervr.i lttY wrmtr far w Mlpn sMwt. Ttv wfubtlitr arw usm or Chfs araMinp fw •^Y acrvecur• iN 400 Lake Orazsge lh`_ SBite 150 r..ows min<y or v.. st.f re leq Dsry.»r P.r AN51 /TPt t Srw.z. Oda J,1.FL 32S37 Lnr .., r „eo'Y general n.,. p„ya a enese , FL COO W)218 ALPINE ..r.aip no i'. BC TPI: Ccprrtnc.org; IYTCA ,..,n ., car Y.com; Ice R=121 PLF U=35 PLF W=54-0 R=291 U=42 W=4" E Iliam H. Krick Lie. Number 1 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 1 6ISPAC I NG 24.0" Seale=.375"/Ft. REF R408-- 50255 DATE 02/22/17 DRW HCUSR408 17053030 HC-ENG GA/DF SEQN- 880031 FROM RF JREF- 1VYK408_ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ISISL-/1491 - A -UAVIU WttKLY -- Lot 31 Keagan Pointe JANYOKU, FL SL113 - KS Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4= 139 mph wind, 22.26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(Al )= 2X4(Al )= L---1-4-0-J 12-8-0 Over Continuous Suppo R=104 PLF U=34 PLF W=12-8-0 RL=8/-8 PLF Note: All Plates Are 2X4 Except As Shown, Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 WWINGI•• READ AND FOLLOW ALL NOTES OM THIS ORAWINGI IMPORTANT" ftNOtt SN MIS fYtAirMG TO M.1 COWFILCCTOItS INCIVDING 11M IMSTM fRS. n0FrrcQurr. ieq, nantllrny, ni ppn,T, ail irk a,..f trr u- . Referr C 4tliei frBf.Sl (Boil ing GomPonene Safsty IniurmaCian. by5FP1 aM rGA} f e<y p <e>a'i o Pa a e n r ii p r s pa' ecsi. uni a W n ilb P riuro.n - .. x nq p opw t1 910. the 1 fha 'ail' f ,wtetl rr.CMetrri f2aP t q ngs 1CK}A { P py ' Alp a tli vis f fTW B Idinq CcvNwn s G(Pup i n e pw.'b a or y tlevat t»• from rg. any f o bui .rues onfor mantes ,a,rnnAMSi,iPl i.ror rtamfl rrq. ipp irw. rar ai ra a Am t AN FT'W fORA4ie.KtY .talrat r,,. A b,a<„ry or er,.ssnz. awl brt Ntb arbMflq sr r aar Ps(N IlstimR Nib rtrwlnp, tlM lebCw .tlbwt+mn• of Prof«airMul sepf M.r ti r.bN.mf f bltity w111y for t Walpn abOsn. TM sxttabitity —I uN of Nfs Arwle for a^Y b<ruetirr. is 240CLaL, Oreege Dr., Suite 150 r an.mamnity .f w 8 1 dl. tbalR.".r P.r ANSI/TPI T S.t.z. Wd:., FL '>283; var ,. , '_ r "narai ...., p, a ranrmati «. :n n<ta ne,a .eo eS. FL C0A i O278 ALairtF ..,.. arPr n<,r .t,,.: Ferice....'. illiam H. Krick t---- 1 - 4 - 0--j 1 FL/-/5/-/-/R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 ASPACING 24.0r" 3- - 3 20- 8-0 Scale=. 5"/Ft. REF R408-- 50256 DATE 02/22/17 DRW HCUSR408 17053009 HC- ENG JB/DF SEQN- 508397 FROM RF JREF- 1VYK408_Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1b13Z-/1491 - A -UAVIU WttKLY -- Lot S1 Keagan Pointe JANtrUKU, tL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 413 4x2 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 10-6-0 3yp. 1X3(R)= 3X8= 3X4= 12" scars - rI } 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 5] W3X8 3.50 L 1.25 15] W3X10 5.50 R 1.25 16] W3X1O 4.50 R 1.25 18] W4X6 2.00 R 1.25 19] W3X4 2.25 R 1.25 2-7- 2X4 III 3X6- W=3X4 = 3X10[161= 3X4[191- 1X3(R) 3X8= .5x-luE ISJ - 4X6[181- .SA4= R=1074 W=6" 3X4= 1X3(R)= 24-1-8 Over 2 Supports ' I R=2213 W=8" i 0-8-0149-4-0 Note: All Plates Are 1X3 Except As Shown. P Design Crit: FBC2014Res/TPI-2007(STD) 4, PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15. i` i1" 4' s`QTY:8 Scale=.3125"/Ft. WWINGI READ AW FOLLON ALL ROTES me THIS DROIKI IWMTW 1W 1 THIS D6MIF(W IO u1. COMPACIMS Ia C[ I6 >M IIISTatl.ERS r r701 Tca)`rp p a p„ i. ' s4 rFL/-/5/-/-/R/- TC LL 40. D PSF TC DL 10.0 PSF REF R408-- 50257 DATE 02/22/17 t U lJ AN DwCOKWANY 2 ^,s00 Lake QI3M1.t CiT.. SUtYC iJ a pc a 1 stall rl p : Y b 9 p. D(.Sl, fhrl tl o h Lup tl h f[ We Y fte0 s .*g c spc-.e 9$ B> 6 6 appl i app y he J Oe ! ! .aa Rrsr dr xhGA z r .. xnd .s alp 6 s IT1' e s Gowp G- up r 11 e M re.%po^ y tl iaCim frpn h tlr a• g y r ( call Buis n cunt armae,e,e rich AN51 /l pll i. or for hnn6r irg sh ppiny, rar,«, « h ; r tr„p4. al —"1. 6 ing er ee»r p". Iisting -1. d-1.9, 1-1. W .ca gt. *r pr.fas.foh.i uprnrrfnp r.. Ibif it, —1.11 for th. Migh Mgwl. TF .WF 'I.ty — — of NI. orwf.q ter so}r so'O1's lbFfltY of v,. R Ildl- 0. Ir— -1 ADSInPI T S-2. l T.` t , j i 4qt` "_._ s ,p. w BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DRW HCUSR408 17053022 HC-ENG JB/DF SEQN- 508350 hIkC1 FA!` 1 ({/} DUR 1, 00 F(T(ya, (+HFROM1. V L_PACING 24.0" JREF- 1VYK408 ZO1FL °COAF r02 r8 ALPINEr PIph 9 II7CA Illlam E. Knck LIc. 11TbCT IV THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I013L-/147f - X -UHY I wccnLT -- L01_ 31 Keagan rolnre JFUYr uM<U, rL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 75" Ii- 8-0-0 -I.7J 311 1X3(R)= 3X4[31= 3X4= 1 1-0 L. 13-6- i WE R=661 W=6" szrrs - rim 1 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1T PLATE LATERAL CHORD No SIZE SHIFT BITE 31 W3X4 2.25 L 1.25 91 W3X4 1.25 L 1.25 131 W3X6 1.75 R 1.25 211 W3X4 2.25 R 1.25 7-10-8 `I19.25j 6-0-0 2X4 III 3X6= W= 3X4 = 3X4= 3X4= 3X4[211= 1X3( R)= 3X6= SAb6x4LV1= 3X6[13]= 3X6= W=3X4= 24-1-$ Over 3 Supporter R=1216 W=8" 1X3(R)= 7-$-0 L 2-11-$,J R=1474 W=8" L 0- 8- 01- -0 7 9- 4-0 Note: All Plates Are 1 X3 Except As Shown. P DesignCrit: FBC2014Res/TPI-2007(STD)'A. PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 *`" A°a {,0- TY: 2FL/-/5/-/-/R/- Scale=.3125"/Ft. 1WIIRNINGI— WAD AND FOLLOW ALL MOTES ON THIS DRA INGI 'k MIS r i TIC LL 40.0 PSF REF R40$-- 50258 IIPORTMiT ffkkNfSHOIwTOM.1. OOKIR IMS IWI.WMG TCQ IMSTM.4fRS. Tr ee{ ri y el 9 SAP 9 call ^9 BCSf <e G« s y f by Tqf IVKAfrr y p a TIC DL 10.0 PSF DATE 02/22/17 b , - pPane1iipPq ° Y o ° P y Pp Bcs BC DL 5.0 PSF DRW 14CUSR408 17053028 Y 63 B) BYO appf f ApPIY q n !a areE f'x+ onfwvm * 4-T S./. BC LL 0.0 PSF HC-ENG JB/DF Alp 6 s ITYY B Itl N Com{rP G oPp I all vspM, bl or y v at romp ¢By ae' g. y t&i '. bui "ass in cpnParsar c. rteb ANSI/{Pf Y, or t tllr.g, Ppirvg, aNDWCOMPANY 'ni sifen'tnls a fp a cae., ww IlaslnW CMis errfnW, fnaie.t...w.Ft..w•ber Frer Ib .t . Wf rfgW aa..'» r TOT. LD. 55.0 PSF SEQN- 50$357 pensfsiffty solely rpr w _.a N . T)w wMt.efflty .ne w. or thfs erwiep — M struetw's fs ,W t t'y e-. 2400 i. aix Omge D, Swe150 reap Iblmy pr tfw W ifa[nW fHSY y..r- ow MCSIRPt t S-2. t DUR. FAC. 1.00 FROM CH Grfando,FL 32837 r r ,o s pob s „oral .w:.,ye a,.tl .eb FL. COA J278 ALgf NE wv. o;`TPi: «.. eP nxC ory..TGA_ <<.wus ry.<o; fCC «... .,r illiam II Krick Lic. Number 70 6FSPACING 24.0" _)REF- 1VYK4D$ Z01 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15132-/7497 - A -DAVID WEEKLY -- Lot 37 Reagan Pointe SANFORD, FL 32773 - F2 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC jTruss must be installed as shown with top chord up. 1X3(R) 0-8-0 1X3(R) e 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5-4-8 1 10-4-8 '114.5" j!a 4 8 3f1 3X4= W=3X4 = 3X6= 3X6= 3X4 e 1X3(R) 3X4= 3X6= 0A43X4= 11- 11-w" a"I'e 11-11-4 'I 23- 10-8 Over 3 Support R= 622 W=7.25" R=1437 W=4" i 0- 8-01- -0 9- 4-0 1X3( R) R= 611 W=7.25" Note: All Plates Are 1X3 Except As Shown. PDesign Cr i t : FBC2014Res/TP I -2007 (STD) ;,r«,, PLT TYP. Wave FT/RT=O% O% /O(0) 15 ".` TY:3 FL/-/5/-/-/R/- Scale=.3125"/Ft. wARNIMGI RW Arm FOLLON ALL WES ON THIS wwlNGr ` TC LL 40.0 PSF REF R408-- 50259 11/'tWTFNT rtpi 1 THIS 06M 1 B TO N1 C TRACTORS IWIMING 111E iNSratERS y Tpi « TC, I.,r P x < Pr; Y TC DL 10.0 PSF DATE 02/22/17 a oa 8 to 1 a Y ^9 Go- BCS i. Un a .. op e d I u l y .need rg d v P pa Y t s e y; d w m secs ; HCUSR408 17053014 woce 83, B) R 0 ppf app y p aea Pa x po- w fw r S4T 0 BC DL 5 O PSF DRW I lf— U gT q r BC LL 0.0 PSF HC-ENG AK/WHK aip. I TW 6 a rvq cerrvpoerc G cq I be. slum I v ; prx fk a. o W;.n a„5 ,1VI d1; ,nepp; `'..a,... TOT. LD. 55.0 PSF SEQN- 880110 aNIrwconacrwv °nt Irrea, a e ,M, oY «,>z,©. NCI on [MIS a 1np x epv r p". If L1erp -1i aYN 1np. lnafe s s •eep<r+e r pror ssleMl In irr ( 'I .. f1a^•14 f11 tr wi.1r for d— a ip ..w.n. TM wtt bf lltY «w y.. of Chis arw 119 fbY u1y ieNCGwrt f.`r4 / DIJR. FAC. 1.00 FROM RF 24LrJLakeOrengeDr_Sulte i5O sposlMuley or w Ronm AMSI/ f i S—.2. W, do,FL 3?$37 i n ye - n '1 .,d C PACING 24.0" JREF- 1VYK408_ZO1 FLCO.A #92i8 acrlwE .w.- , ..< : Trr ,es< o<s; wre< _e ., <ey ..e.. e<. <.Urr dliam ll. Kock Lic. Nmnber 70 6FS n7 inn rvf 1 -r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. A -UAVIU wttKLY -- Lot S! Keagan Pointe SAIYIVKU, tL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. NOTE: TRUSS NOT DESIGNED TO BE INSTALLED IN REVERSE ORIENTATION. TRUSS MUST BE INSTALLED AS SHOWN. SL!!S - I -LA ) 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing, Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X6 2.75 L 1.25 15.5" 14.5" 2-10-8 8-0-0 _I = 10-6-a 3i t W=3X4= 3X8= 1X3(R) 3X6= 3X4= 3X4= 3X4= 3X4= 0-8-01- -0 9-4-0 1X3(R)= 3X6= aADLDJ = aAo= R=1537 W=4" 3X8= 3X4= 1X3(R) = 16-11-4 3 F 6-11-4 " I 23-10-8 Over 3 Supports `I R=882 W=7.25" R=317 W=7.25" Note: All Plates Are 1 X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD),,, PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/0(0) 15 `F QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. e arARNINCIea t-a Am F•aLm ALL Iwns aw TNIs DRaimGI LL 40.0 PSF REF R40$-- 50260IIPGRTANT" IkowfSN THIS IAtAIING 10 .1 CONTRACTORS INCLUDING THE INSTALLERS. ` 1 Tru 9 a t 9 1 Y 9 Iling eg. R LT ft ttr the i ecst <e Cam,>tlna $ TC DL 10.0 PSF DATE 02/22/17 co Pb f rg tth I le Y 9 BCS[- Un ie fev:s hp ow a I ' Y ns p nc« i i BC DL 5.O PSF DRW NCUSR4O$ 77053013iglaH. L ho. pe ma 9 axt 1occ63BTvoapI1 . ApPIY ae =` Me J Oe t A he. Ref ,a0 16OA L I sc,oruxm p Pn SCAT BC LL 0.0 PSF HIC—ENG AK/WI K g b runs n cw,for een<_ r Ch ANSf /TPI 1, or for nantllirrR. shrppi y. AN rrweoreaawv ,tal ,t, , L e, .,, p t, ,AS ` • a a TOT. LD. 55.0 PSF SEQN- 880106 1 reeone» l-t1. N:bbffity :*I* yq BNutlswewer ippte. I fKtrp TYhhets afi—Nlnpf, Ina1CKwNN Nef evOtNnae+rsOfinaiasNSI/tPtT .2. profefer ae^lYetlfetF r.u^: Otut,rfM. /IeI Uq4 f `«ee,.e a^C_ DUR . FAC . 1,00 FROM RF L8C 2[$UR2 Ix Oriwdo, FL 328i7 a , f inn 1no . w, neral n< a n -. — _ T LiNTTfN+ FLCOANO'79 ALPINE: Ipi, .r.,;` TPI .tPin rrn. r rTCA_y.ow; IGC n.rrg NVilliamIf, Krick Lic.Number 7(} 61SPACING 24.0" JREF- 1VYK40$ ZO1 02/222017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k I,ISc-/r4`../r - H -UAVIU WLLKLT -- Lot .51 Keagan Vointe ZIANrUKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSO Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X8 3.50 L 1.25 151 W3X8 3.50 R 1.25 8-0-0 30" Typ, 1X3(R)= 3X8= k 0-8-0 1X3(R) 3X6= 16.75" 3X4= scrrs - rs 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Max JT VERT DEFL: LL: 0.39" DL: 0.27". See detail DEFLCAMB1014 for camber recommendations. W=H0312 Truss must be installed as shown with top chord up. 3X4= I< 19-10-12 Over 2 Suppo R=1081 W=7.25" Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15, KARNtNGI•• REAP Aw FoLLOf ALL wrEs OM THIS OI aiNG1 I WWTAMT•• FiAUFISH THIS DIt—IMG TO FI..L MKTRACTORS iMCLUTHH6 THF. INSTALLERS. Trusxes req rr-c c M1anal ng, s iAPiexg. Cal " ana b x — R,P eeeaieionoP"BCSIc(Bur Ong Compunene Safeey IrvY r maei on, 11, TGI m.a FITCA} ety poepedormt.µry . ilnsCaflers z i prow rae c.u.nporney br x ny per DGSI. r"fln is>s n cop a cl+ateh - WseYi , acfw6 sfie 'rg nev P aPa ` a a r egta c III. Lac xciane r permx en xl a bracing t toe J Oe '1 ed xnarr± R f Mt iSIM z P p {w alp a is ITW R a uT C<.npo 6 . xn " .1 i h,oe tx espae . y d vi ac n r i, o.,rARSlir pl 1.•or . na..ai ng. ,er . yip AN 17W COMPANY sal en t is drra fnD er enver pspe hating this arw inp, Intlfceus eppe,He II er prpraslsnel wVIHII I, reap Ibillty alefy 1—ftM O ',;H slrow.. The Butt IIty wM Ya Cf this Oresf q rpr e.ry structure ie 2400 Lake bBOge Dr, Sue L50 reap Ibility - CM 801CHq 0-,1,,1 r per AMSf T l i Sec.2. 0, ma ,FL 32837 Fnr "E , p a FLCOAtl2- 18 ALNNE.;,wrcn- 10- 6-0 _I W= 3X4= 3X8= 1X3(R)= Is te t 7 iam Ef. Krick Lic. Number 3X8= R= 1082 W=3.5" FL/-/ 5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 FSPACING 24.0" T 1- 9- 4- 4 - - 0 Scale=. 375"/Ft. REF R408-- 50261 DATE 02/22/17 DRW HCUSR408 17053026 HC- ENG JB/DF SEQN- 507841 FROM RF JREF- 1VYK408_ZO1 02/ 22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, 1516L-//4`J/ - A -UHVIU WtLKLY -- Lot S/ Keagan volnte Z)ARrUKU, VL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set r'136'r uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 151 W3X8 3.50 R 1.25 0-8-0 7- SL//3 - V4 ) 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing, Max JT VERT DEFL: LL: 0.37" DL: 0,25". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 15.25"fI- 8-0-0 I- I 10_6_0 30" Typ. 1 X3 Ili W=3X4= 1 X3 (R) = 3X8= 1 X3111 3X4= 1 X3 111 3X4= 1 X31n 3X8= 2X4 III 3X8= 1X3(R) 3X6= 1X310 3X4= W=H0312 = 3X8 [ 151 19-9-4 Over 2 Supports 'I R=1074 W=7.25'r R=1088 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15jl WARNING• " REAP AND FOLLOR ALL MOTES ON THIS MWIMOI IMPORTANT" EWMISM -Is p2NIM0 TO AL.1. CONTRACT(YYS IMOI.W IM6 TIC: 1MSI.IERS. Tru rcqu r ng, nafrrrq, nr page nq, afl rng a rr-y. Rn nl c Micron oY BCS14 (tluildrnq Canewnere $a Yecy Inlprmacian. byxTVf a,M NiCA1rM ecy p pµpe' rng c tncc alle'x provrUa t ary bracrnq per BCsI. ntln leas rrodsbalin ( byµ(` ad a. ry nafl n p pa' ; a r igitl caxilinq. La<ae:onx v r parrery lateral nq ie xwc e. 83, R> A 0, aPPI Ic. Apply P c 'a< p bovo- y ctre J De 'ri 9&.road che.'wix R f c d n8 16UA Z f and 4 P:L Po Of LJ Alp ITY B rq Conpa^ G W 11 C Urr ,a,f rb e for acv ac, drrn nq, y i buif fve cr uss rn cxmfprreanve µran ARSE Tpf t. or (or bandlrnq x rpp:rg, AKDWCOMPANY A reel en CAI, a - fag 61Bever page ItK/ag "to ar-9, InOlRatae tfagfnaarinp rwponsltrllftY deelYfuyWallinM,Rerr TM wltetrltlty s nee M th le r iefwryetrVR1Ia 2t00 Lake Orange Ur Susse (5ti fe*ppnslm ntr of w Zndfnp Osei r per AN51 /Ipl t s.c.t. Orlando FL 1,837 r re r rn„ re Jpa q rar I FL COA'*).'78 At_P tME arP,ne rcr.c 1 cw nax prq; Nrcn, ..,. <_rn r.xc Y..— tcc .rr<aaro.ory 0 Iliam H. Krick Lie. Nunn er 3 FL/-/5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD, 55.0 PSF DUR.FAC. 1.00 16FSPACING 24.0" 1- To9-4-0 Scale=.375"/Ft. REF R408-- 50262 DATE 02/22/17 DRW HcusR4o8 17o53o24 HC—ENG JB/DF SEQN— 507844 FROM RF JREF— 1VYK408_ZO1 02/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l IDIS4-/r47r - H -UHYIU TFCtNLT -- LOL sr Keagan roinLe amnrUKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 0-8-0 2-10-8 6.5 3yp. _1 3X4= 1X3(R)= 3X4= curs - rD / 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 111 W3X4 2.25 L 1.25 5" 10-8 _I 14.-1 5-4-8 W=3X4= 3X4[11]= 3X4= 1X3(R)= 1 X3 (R) = 3X6= 3X4= 3X4= 1X3(R)= L 5-11-4 1F 11-11_" _ I 17-10-8 Over 3 Support R=314 W=7.25" R=1096 W=4" R=611 W=7.25" Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 WARNINGf•• REAP NO FOLIO/ ALL NOTES ON THIS W"INGI 4. IMPORTANT•• iURNISN THis O ING TO ML CAMTRILTORS IN WING THE INSTAI.t ERS. Tr aQ c rrq f 4 pp N ^g vy R a.a fal ehe ed' BCSI (8 ei y G s y I yFpF NTe 1 f Y p rN% pr ca p• r y tw 1 - e n" e•Cro Y ) P• BY.51. fln eTp.wis con a n rl y .y Iy AN DIN COMPANY gY ss, sT er o, —1 Ibn B ny camPon G' .qs t .oc ec rc apo• h y lec. n rrog 9 Y f i /[PI t or r a wli.rq yhepp irry. In c rc.— s b .y or --- A —t — -1N J 1.9 — eevrr ~ Itstlnp t 1. d—inp, Indfe0.tm• p.—p— er p—f—..—1 pnpleWrlM1( rNp ability • Wy fp -l, EmniNr. Mrpwr. TM TerittltI ity —1 tem If t is d—,%, fx rry s—t— it t 2400LakeOmpeDr.Swe1ti rmsporralbflity - l—, Nu,l W O ip P.r ANSI/TPI 1 S—Z. Odamfl, FL 12837 To. r o < gener>1 .a.. n•ge .,,e u+e.e +e .. FL COA 0j i78 TP1: ...... NTGAcc . ..... ec .oeq i' e Tl tV°¢' 0 NAL 11. Krick Lie. Number 0-8- 0 1- -0 T_ 9- 4-0 1 FL/-/ 5/-/-/R/- TC LL 40.0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 I61SPACING 24. 0" Scale=.375"/ Ft. REF R408-- 50263 DATE 02/ 22/17 DRW HCUSR408 17053017 HC-ENG JB/DF SEQN- 507857 FROM CH JREF- 1VYK408_ ZO1 02/22/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k IDIaL-1 14VI - H -uHYIU NCCKLT -- LOL J/ Keagan rotnLe JHIVruKu, rL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50, Truss must be installed as shown with top chord up 0-8-0 sores - r rT j 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0,00 to 100 plf at 5,35 TC- From 50 plf at 5.35 to 50 plf at 17.63 BC- From 10 plf at 0.00 to 10 plf at 5.35 BC- From 5 plf at 5.35 to 5 plf at 17.63 TC- 50.35 lb Conc. Load at 5.35, 7.48, 9.48,11.48 13.48,15.48 2-10-8 4 5`E 14.5 7-10-8 --_ 5-4-8 -- 30" Typ. 3X4= 1X3(R)= 3X4= 3X4= W=3X4= 3X4= 1X3(R)= 1 X3 (R) = 3X6= 3X4 3X4= 1X3(R)= lF 5-11- 17-10-8 Over 3 Support R=265 W=7.25" R=895 W=4" R=406 W=7.25" 0-8-0 1- -0 9-4-0 Note: All Plates Are 1 X3 Except As Shown. ._ _ "°'°"t=fH Design Cr i t: FBC2014Res/TP I -2007 (STD) / ...,e¢e ..e PLT TYP. Wave FT/RT=O%(0%)/O(0) 15, T, I:TY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. MAWgrNGI a READ uMO mFOLLONALLWTEs04THISMWIrREF R408-- 50264 IMPORTANTFUE1tISlT,<l O Iw 10.1 _.,. IHCAIWIeG TIE IMSTALtER5 TC LL 40.0 PSF g d 9 „P , n,t»II , Tc br.< g a - a<< o. 708 1 TC DL 10.0 PSF DATE 02/22/17 nedcost (s id q cvaa. s y I b TPI IRca3 Y P w a Ve q I ile Ii P de - Y c op P W 1 y W fw P M>e Y 4ryryryry'} 7 ryr} r, 9, .,A«, F a P Des , SST tJ BC DL 5.0 PSF DRW HCUSR408 17053023 1. [ Fret 83 B) ATQ ttpef abl .. AppIY r re vvrtT Y, « o ` O + p rUj {(1,,,, r ue are .gym -.eco a a tecR 2 :'rurval 6 a Pe ' it BC LL 0.0 PSF HC-ENG JB/DF A4Pe. Fri k td r>9 eovgw,vc G f bo YspoF r4v b i ,an ewY !' w draw ny y b he - ry u,>,s or m- w:cn ANSI /IVI t o r nrrtllirg, h pp i g. e AN rrW COMPANY :,.,. a.aa b , , ez, p ` Tn.''` - _ T ` ~ TOT.LD. 55.0 PSF SEQN- 508416 1 oh elf le Crwirfp er r peps nsc 9 this or w fm, IMfcetee--ptenee er p—reeslenel enploeer irfp . re seenslbrcove lity celery rer v aefR,..he.e. The avlt,bf IItY ., .f.. er th le drwlnR rer .,,, A"IF DUR. FAC. 1.00 FROM RF 241O Lake Cka- Fir_Safte 15t1 re w.fslm uty or .. a..nalwR Dew+e.fwr eer i Pl I sec.x. { C'fiand,, FL + 2S3' PAC I NG 24 . 0' LCOAbotix ALP( E --. a, _ . TPI o g: rrcA .ww ..... , ICc a ifliarn H. Krick Lie. Number 7f7 6ES JREF- 1VYK40$ ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 151SZ-/!49! - A -UAVIU WttKLY -- Lot 3! Keagan rointe Z1ANrVK1J, tL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B"" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. J) Hanger Support Required, by others Trusses to be spaced at 16.0" OC maximum. Truss must be installed as shown with top chord up. I` 8-0-a 13" I--6-0 _I 3yp, W=3X4 2X4 11 3X4m 1 X3 III 3X4= 1 X3 III 3X6= 1 X3 10 3X4 1 X3 III 1 a o-s-a J_W_ 1X3III 3X6— 1X3(R) 1 X3 (R) 2-11-s— 17-7-0 Over 2 Supports I R=462 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15, Y'ARWINGI" REM AND FOLLOW ALL MITES ON THIS ORARINO( IiPORTNVT ftWMiSN IRIS ONANINO IO Aii. CONINACTORS INCTWIN6 THE INSTAT t EItS n A BCSI LB C rtg Comfx -. S Y f _ b iPl NFCAI f y P. 1 o pe h ! 1 p ^P Y 9 Pre OCSt. lM11 nop I i I Y "O Yeeelgifg. L snovn sn ec rgp a i - ncK 63 BT B 0 appl f 0.Pp1Y f Pn4 on aoo Alp fTN 8 tl 4 C°^ G1 Haft x bo r¢3pe e Ut r iscior fe omi k,ar g y fi r v.' o Horm c ar eF ANS{/T PC t. ar faa anrif ng ippirg, AN ITW COKiPAW seal o++ thls d Iffp r Lever Peal II-..g this dr k q. t_ko etcevtelite er proresefehat erpirvser fi respe+ls F bftity solely for t W ip ahowi. TM sul—I lity rW Nw or thfs drwf.q for sp strt"CWr• fs 4W x OrBRt Dr.. Sue 150i, responsibfll ty or tM Bofldfe Oo fy Fwr ANSI/ PY t S-2. tidurdo, FL 3?fi77 ray .. Atf„n s gv.ni "ter payer a s -. Ft COA O 278 ALPINE nv. a1P=nelteo FPI `cP rnsoCo. orq: NTCACC .eafax .arg R= 1273 W=8" I 0..-! SAV iam Ft. Krick Lic. Number 2 FL/-/5/-/-/R/ TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 16FSPACING 16.0" Scale=. 375"/Ft. REF R408-- 50265 DATE 02/22/17 DRW HCUSR408 17053019 FIC- ENG JB/DF SEQN- 508382 FROM CH JREF- 1VYK408_ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k IDISZ-//4y/ - A -UAVIU wLLKLT -- LOL s( Keagan roinre DA"ruKU. rL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T1 4x2 SP #2 Dense: Bat chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 :W6 4x2 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 725 plf at 0.00 to 725 plf at 17.46 BC- From 10 plf at 0.00 to 10 plf at 17.46 Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4= 3X411i 3X4111 3X4111 3X411 3X4111 3X410 3X4111 See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 231 W6X6 3.75 R 2.75 261 W6X6 2.50 R 2.75 271 W2X4 S 2.50 6X6[23] = 6X6[261= 3X4= 3X6111 2X4[271 ill 7 W=3X4= 1 X3 RI 4X10= 1X3(R) 3X4= 1X3(R) 2-11-8 17-7-0 Over Continuous Support R=877 PLF W=14-7-8 0-8-0 0_9-4-0 Note: All Plates Are 2X4 Except As Shown. p Design Crit: FBC2014Res/TPI-2007(STD) \ ;" PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 a« ixtlQTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. suwttwt•• REOW AND roux ALL WTES ON THIS ONAMINbf TIC LL 40.0 PSF REF R4O8-- 50266IMPORTANT.- F{NObIISTI THISIWTOALLCOMMACTOFISfWCUITT,f116TTIMSTALFEffSk TIC DL 10.0 PSF DATE 02/22/171rSCSi&CmTCXlr ypapsiy} TICS Ors .... a . a I T i . e - -n a< 6C : ..; BC DL 5.0 PSF DRW HCUSR408 17053015 sore. .3, 61 810 1 I .. App Y pl rx ns Pe 1— a ove 8 .,I 4..1. # sra,a a nf. ne BC LL 0.0 PSF HC-ENG JB/DF AfP tl ITY U Id 9 Campoe G' W I atF Uc ¢spwv tr Y y ry ate rrppd 'h a8 J" y Y a r, m .rTe dsf 1PT ,. o. 1e, ea ; e °• a•m TOT. LD. 55.0 PSF SEQN- 508457 ANn-W COMpwv nx. a o nv - u<, o5. Q„ x 1 Mf C fnp e.wr V.N, I1. 119 tl 14 CI n 110. InNi ,t',...eapt.ne. ST of prof IIWVIrinp ` r..paCslbii{CY wfefY r.r Hr w.I1y, M,..n. T- sut t.bllfCY rW w>" Rr -i. Ar«1nq 1— ..y ,V ctw, „ 464%j * DUR. FAC. 1 .00 FROM CH 24W Lake Orange z7r.. Seife? 5, r•> bI::cy or w M..neL 0,.1p T. ANSI/PI 1 S—Z. W=d". FL FL COA 40. 78 aaa a '",. •: .ee illiam H. Krick LIc. Number 70 6ISPACING 24.0" JREF- 1VYK408_ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15132-/7497 - A -DAVID WEEKLY -- Lot 37 Reagan Pointe SANFUKU, FL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 3X4= 1X3(R) 1-1-00 2h1+ IN R=109 PLF W=13-4-0 3zrr3 - rr See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 2X4 III L/l'i RI 13-4-0 Over Continuous Suppo t ' J Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) %p-ttA t PLT TYP. Wave FT/RT=O%(O%)/0 0 15 "' 311 '`VTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. DARNING[ • READ AND FOLLOW ALL MOTES ON THIS DRAWI Fw1 1Mttuuf1TOFY'ORT NT 1U 15 THIS O Iwl ...G. COI11 TORS lYE IbSTM LERS TC LL 40.0 PSF REF R408-- 50267 Tr 4 t y 1 4 Pt a 9. 1 r"g n<I b 1. ^9 R 'G3 Vr OCSI <e 9 CPmP S T Y I by INN1C , Y r, to Pe 8 I PST Y 9 Pe OCS1 Un ed op tl I P Pe Y - gs VEt k s TC DL 10.0 PSF BC DL 5.0 PSF DATE 02/22/17 DRW HCUSR408 17053018 j} j { Ts AN IrwCOMPANY 24O0 Lake Qf' g4D1.. Sua 150 va c 83 kJ Bttl PUI AppiY RI Ye m C PP ar aOova nIP 1TW FW ftl 9 Conpor+ - G op f .elf respo bl. Y r y a «, N 1 Yh i. ! Irq ; eov.r P.O. i 1-.y -1. elTw lnp, IMfc.u..ee.Ps.no. of Prof tP.;.t .eplb 1tV r..pon.1b111CY —..IY .a ,» _!. .N..... TI» r..Patsibilf Cy Pf tM Buf lJlnq O..1grr.r 11NSI/TPI T S-2. @` (''@ si c$ 0 m C BC LL 0.0 PSF TOT. LD. 55.0 PSF HC-ENG JB/DF SEQN— 508437 DUR. FAC. 1 .00 FROM CH 6FS PACING 24.0" JREF- 1VYK408 Z01Orlmdo,FL 32837 FLCOAAIns 1— 1 : AFPINF .,a P;nc;cv ,< TP1 rev. p-1 9 NTCn .r. ab,,,<. Y < m: 1CC ...... <,.<,r illiam 11. Krick Lic. Number 70 02/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15132-/7497 - A -DAVID WEEKLY -- Lot 37 Reagan Pointe ANFURU, FL 32//3 - 18 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 :W7, W8 4x2 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 175 plf at 0.00 to 175 plf at 4.56 TC- From 319 plf at 4.56 to 319 plf at 10.44 BC- From 10 plf at 0.00 to 10 plf at 10.44 TC- 988.00 lb Conc. Load at 1.56 TC- 2086.00 lb Conc. Load at 3.56 TC- 610,10 lb Conc. Load at 10.44 3-7-8 512" C- - 6 -6 18" TYP• See detail STRBRIBRIO14 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Negative reaction(s) of -244# MAX. (See below) from a non -wind load case requires uplift connection. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50, Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W2X4 S 2.50 31 WSX6 3.75 L 2.75 71 W5X6 1,25 L 1.25 101 W4X1a 4.00 R 1.25 121 W2X4 S 2.50 131 W3X4 1.25 R 1.25 3X6111 1X3(R) 2X4[1) Of 5X6[31 = 3X6III SS0712= 3X61H 5X6= 2X4[121 III 1— —a 0-8-0 E t r==,I 1 ; 3X4= I 3X4[131 4X8 = 5X6[71 = 4X10[101 1X3(R) I- 2-11-8--j iTIE 10-6-12 Over 2 Supports R=2154/-244 W=7.25" R=4307 W=8" Design Crit: FBC2014Res/TPI-2007 STD PLT TYPE. 18 Gauge HS,Wave FT/RT=O%(O%)/O O 15 dye VY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. WtlYINGI • REM Aia FoLLow ALL NOTES oN TNis DRaimi REF R408-- 502681NRTANTrroFWMISRTHtSdWINGTOAl.[. Cp{TRACTORS INC4WIMG TIO: INSTALLERS ( '`t TC LL 40.0 PSF r, a •- .,bY.i.... ns pp r :.,fi n., b M: ng. a , y f'fC3.(t ii ive eE BCSf CB 9 wy.aS y f Y e b ipf NTCA}`Pc P P p p S TC DL 10.0 PSF DATE 02/22/17 o pa q Y 1 1 p tl '.expo y b ny pe BC 51. Iry i e — Y y 4` ens t. BC DL 5.0 PSF DRW HCUSR408 17053001 y i9 efo paf f Appfy p ra ..: vn. o a @t } '" j`{ he J ! W 4 1 O crta. R f i66A Z t arxLe pi MQ ai $` 1 V ( ( ( [`{ (/ J(" kip tl ITY B tl p Compote G p f oC be espe y ev a[. n frwrt° mapyq+ •b s•jW A BC LL lJ. V PSF HC—Gf G T\.D/ hTIT O a.. g y v b ® c'usx in con armnnce wren ANS(/TPI 5 ror or narnAl irg tv pp ing,e E,pp", ft AN rcwcanaaaroY inx,•i • ,u b b.x.i e. ,sp5 ,.......* TOT. LD. 55.0 PSF SEQN- 503003 M.1 en CflfN MN•Itp N OMw pp. IfKifp Ghi• O—M. IMie.p• •ecrperle. Of prof.Nalena! wgirl...ilp M. TM . ylubl I Icy — us..r cb+. e.wl.q ror Nmr .c.,,ccf... f• ' ` Q ie,. - '.,< DUR . FAC . 1.00 FROM CH 24W Lkf i/l F Dr. Stle iJit •.•pu..•ibi f iCy of tJw B IfOfn D.iR 0p ANSIfTPI 1" c.Z. O:ardx. FL 32S37 F — tip,. _ , '-- nr p • - •. PAC f NG 24 .0" JREF- 1 VYK4O8 ZO1 Fi, Cf7A#02"18ALPINE . li'l .cap - egg: NrcAtl sx Muxe rY. ice. .,«, n.orrr ltam I Krick Lic. Nuber 706ITnS 02/22/2017 THIS DWG PREPARED I" COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k Ib13Z-/Tva/ A -UAVIU WttKLY -- LOt S! Keagan E'Olnte JAWLIKU, YL SZ116 - VV } Value Set: 13B Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing, Top chard 4x2 SP #2 Dense Bot chard 4x2 SP #2 Dense Deflection meets L/360 live and L/240 total load. Creep increase Webs 4x2 SP #3 factor for dead load is 1.50. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with tap chord up. 0-8-0 7- 3X4= 1X3(R) 2X4 HI 1 X3 (R) = 2X4 m i< 5-2-8 Over 2 Supports- —11 R=59 W=7.25" R=109 PLF W=4-7-4 Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15, MAMINGI— REM AND FGLLow ALL NWES ON THIS GRA/INGI IIPptTANT" fINHIIISf THIS ORA (I TO ALL CWIfUCTORS INCI.WING TW INSTALLERS. rr„r:sa.. rr8C51e(Ba."td :ng Component Sei"e y I fokan. y TP1 a.W NTCA )rf r s ecy pr mctbom!»rrorminy e In»caffere s prow rtre xemY+drery 4 :"rcg pmr BCSI_ efkxf ess ry epp No t p oM :y ttschdC 'rvy chp p ogxr(y a g. y (I secx 83, Ol ftY0 appf t ApplyR 4 hg 16(M t i{t [1........ ITW B d Q (:awip<r G' p I aY! oe bo eespu f y d tac or! ari - y s r confarmaru_.r w«M1 ANSf /S Pi f- or or na.W i:g hippLng, r AN D'W COMMIJY <.c Li teen A ry or t. stew. 1 on this NrYfHO er COW< pYp+ Itst lflp Uis Erw (LW, fMfeACw CpptYfCN er prOfNayixwl "F—'i rrm.,opoonns iftf t otrf*W The ity Ei'a rp eDnfcYrYrRwMtyqANSIPITS-2.26P`tzie Ormgk.Sue l9J Arvy strvctw' n f• Odarulv,FL FL COA d62-8 AIN Nf uc eWI: 1 FL/-/ 5/-/-/R/- ya:al Krick Lic. Nui TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD, 55.0 PSF DUR.FAC, 1.00 FSPAC I NG 24.0" Scale=.5"/ Ft. REF R408-- 50269 DATE 02/ 22/17 DRW HCUSR408 17053010 HC-ENG JB/DF SEQN- 507872 FROM RF JREF- 1VYK408_ ZO1 02/22/ 2017 THIS MG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15132-/7497 - A -DAVID WEEKLY -- Lot 37 Reagan Pointe SANFORD, FL 32773 - F10 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense Webs 4x2 SP 93 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur,Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 3.94 BC- From 10 plf at 0.00 to 10 plf at 3.94 TC- 462.00 lb Conc. Load at 1.48, 2.81 20.625" Typ. 2X4 [1 ] IIf 4X4= 2X4 [41 10 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W2X4 S 2.50 41 W2X4 S 2.50 T 1- -0 9-4-0 3X6s 3X6M I 3-11-4 Over 2 Supports R=631 W=7.25" R=726 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) ' . PLT TYP, Wave FT/RT=O%(O%)/O(0) 15 1 sI 3 ``', OTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. NWFWII* w-w Am FOLLor ALL w tEs ow THIS mwlwcr ' • ,: . " t "rW 'x, TC LL 40.0 PSFHIPNTA11" ft III5 ,MIS owtrew ,o kLI. .,, trrctt tt ] tMSTu.t.eus. REF R408-- 50270 a orl° t,T0 1 :ta TC DL 10.0 PSF DATE 02/22/17nrucst (b s co. s r y t y rci MlCa7 r r r P ar n pa Y g f o t t : 1t p r^Ga ny pe SCSI. Un ed i P BC DL 5.0 PSF DRW HCUSR408 17053025qir j{ 83 y8] L B 0 ab( AaalY 1 r a4 w+ aar vw t e d EI='U at B d P G P w,n , r SiVATe BC LL 0.0 PSF HC-ENG JB/DF P a o w«w si c Iwo. i y y r , a .,rh n sr„Pt rrya„ AN D"W COMPANY • . r=` TOT. LD. 55.0 PSF SEQN- 508388 e« s ems« ,. or c. ,.».,. y a c, awt en this Crssfnp w I— paps It•tinp tots Mwtnp. Intl rc•c•• —pt—I, or prorsssttwtsl sop lnssrt ^ ° //** 4 rsspaew tbt f tty wl•ry for elr E••ftF M+o.n. TM •stt ititY — — or this Ms•inp ror any •tructws t• aru nr s V WI0iakeOwgeDr. xEterso rs. on•ibltttr or tr» e,....g n.•ly..sr p.r wrslir F ] S-2. x jfrL DUR. FAC. 1.00 FROM RF Wand,} FL i1$37 f arre Y ory is yab geno-raf aq cM1ere reb FL CIA #0r8 AMINE stP m t ._ t ^< o.: rr --x W. y.r: IC6 .«..a -1 illiam H. Krick Lie. Number 746 I NG 24.0" JREF- 1VYK408 ZO1 02/ 22/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15132-/7497 - A -DAVID WEEKLY -- Lot 37 Reagan Pointe SANFORD, FL 32773 - F10A ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 3X4= 1 X3 (R) = 1 X3 III 1 X3 III 2X4 III Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. L J 1T r I IA 9-4-0 J_ 3 1 X3 III 1 X3 (R) 1 X3 III 2X4 III 3-11-4 Over 2 Supports3 R=58 W=7.25" R=108 PLF W=3-4-0 Design Crit: FBC2014Res/TPI-2007(STD)a PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1 1 '`'F.QTY:1 FL/—/5/—/—/R/— Scale=.5"/Ft. e 11 RNINGI— READ AND FOLLOW ALL MOTTS ON THIS DRMIMGI Ft'. ¢`eeY TC ILL 40.0 PSF REF R40$-- 50271IMPORTANT" Cpiw THIS 061-tPIG TO .1 tNCd1TRACTORS 0.W$W T!w Iw5latlfRS. 9 y gande 4 R ZO$ 1 TC DL 10.0 PSF DATE 02/22/17oBC51 (B g Comp s r 1 TPI M WTCaV r P o w+ rg 1 {i __ v v r s ve Bcsl- un 2 BC DL 5.0 PSF DRW HCUSR408 17053031 jj {jj ( occ B3 Br Bib iW1 1 Appfy pi Y n aM p labo antl f( ll R TaaZ_STAT 0r BC LL 0.0 PSF HC-ENG JB/DF0.1 tl f ITT 8 U q Caeuone G1 nff be ospcv bi k y do at, [ rg Y Mr w n cw form c +„cn akS1/FPI 5" or r anU my sM, pp irsg on f .. aM ITW COMPANY .., ., ae.,,m, er ,5<,e,. ,. fe`'`TOT.L.D. 55.0 PSF SEQN— 50$391 1 on -1. Orsrlrp or oovsr P.O. tlsilrp "I. Arw lnW. IrWlesiss -o .P eww of profssTlplsY sr 1 11 'e rm, o-xf •r %§ rssponslbl{ltY sots., for w Assign—, rn —11s 111ty — — of -1. dl-1 R for s strvCt But lats fs !J DUR . FAC . 1.00 FROM CH23fK%La4:C Oran Te Df.. Swtt i$ti r•spoersibf Yi ty oC t1.. .Ala O Ip— psr ANSVTVI i Sra.2. t L v dwdo.FL "Z&r For mine eclon s you s gerverel pag f rPt fC eY" PACING 24.0" JREF- 1VYK40$ ZO1FI,f0A kO 2'i$ at vlr. .elv o c cp,c awe, TTca, .-... a .a c y—,.; Icc .».. ,«ems e.or tllta[TI f•{. {inCIC LtC. i Unlb('.r 70 EJ 02/22/2017 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. lbl3Z-/1491 - A -UAVIU WttKLY -- Lot 37 Keagan Vointe SANFURU, FL Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50, 3X4= 1-1-00 2; 24 75" TYp 1X3111 3X4= 1X3(R)= 0-8-0 9-4-0 — 1 z.— Lcp 11—:§j 3-8-0 Over 2 Supports 3Z773 — F11 ) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Negative reaction(s) of -221# MAX. (See below) from a non -wind load case requires uplift connection. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. R=50/-221 R=920 W=6„ H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 g MMINGI" REM AID FIXIAW AU RMS oM THIS M"IW61 .q. fWORTAMT •' 1I tSN 1H15 O fW TO AL.t. NMtft 00" 1W1WtW TNF. INSTALLFRS. Brae fabrF nt tttt,M m{^ p 4 + cal l iry aICefrBCSte (BuF toing C.avapo S,.foey En Cormwc orx. bynYpi end MTCA)rfor e2y pr e priremitiipnattr o per Ya r.a ng a IrvsC»Iftr^s z eoryaarnry p nL enq per BC51_ fprvlesx nac6d oxt>terv cecnean op d P npo Y 6d ng ( f P pg Y cad rgi ^O. L - nw Per I r n g 1' ( socc 63. RT Bk0 pPl 1 .. Apply P r ! aM p 6.1 Ao. 4 as sw e6 4he. ltaf rrg. IhQA d G g oo s r a dr via fTW 8 d g G pon G up i f x be rocP r y rec an rr:. w g ,.ny r true sx -onrormance v<ert nN51, Fp1 t, ar far handf ing. shipping, a AN Ir'W C,OMR41V`f inscen ttr.iw. attb g r ........ A pal en KAIs a feq er Bawer Veit 11 Clop tlrls arw irp. IMieeiei Aceeptrwe of proYes fenel enpineerlp reeVeeeiblf itY eolefy for tM Geiryr eNPinr TM wfeWflltY eno we of tote 6reeiep for any etrxcture fe V 21W Lade Orange Dr_ SuW IX0 r..00eefbnftY er tb. Buifefnp ueet Per AMSIi l 1 sec.z. Odmdo, FL 32sr var — z ' _ • generrermttc+an n . ttf FL COh „'41?i8 AL11Ne ..,._ef P i III tt .arg; 11TCA .s r,n : y.c.ore; fce e.arg k a a O A elo lliam H. Krick Lic. Number 6 FL/-/5/-/-/R/- TC LL 40.0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 6FSPACING 24.0" Scale=.5"/Ft. REF R408-- 50272 DATE 02/22/17 DRW HCUSR408 17053029 HC—ENG JB/DF SEQN— 508400 FROM CH JREF— 1VYK408_ZO1 02/22/2017 THIS W PREPARED FROM COMPUTER INPUT (LOADS & DIMENS MS) SUBMITTED BY TRUSS MFR. k IDIaL-i14U/ m -UmVIU BLLINLT -- LOL at Iceagan rofnce amivrvmu, rL acyra - rlfm Value Set: 13B Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense Deflection meets L/360 live and L/240 total load. Creep increase Webs 4x2 SP #3 factor for dead load is 1.50, Lumber value set "136'« uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fae.=1.00) TC- From 475 plf at 0.00 to 475 plf at 3.54 BC- From 10 plf at 0.00 to 10 pif at 3.54 2X4 III 2X4 hl 1 X3 III 3X4- 1i__0 1X3(R)= 0-8-0 s-4-a 1 X3 01 2X4 III 1 X3 III 3X4= 1X3(R)= L'o-11-gi E 3-8-0 Over 2 Support R=336 PLF W=2-0-8 R=1033 W=8" Design Cr i t. FBC2014Res/TP C -2007 (STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15A t °R;t '`::QTY.1 FL/-/5/-/-/R/- Scale=.5"/Ft. W'ARNINGI•• Rw Aim FoLLo. ALL wTEs a THIS ofiwivw TC ILL 40.0 PSF REF R408-- 50273ISIWTANT'• rI [M T 15 riRA IW TO .ILL CrM(IRACTORS IMRLDIM6 T1fE lKS—"RS. fk 4 ab 'r Tr ... abr rvdl - m a 08 1 TC DL 10.0 PSF DATE 02/22/17 o tM 4 , , , , 6 'p Y U 4+• BCSf . 4M eaY f<r.rf: st BC DL 5.0 PSF DRW HCUSR408 17053032 aUT BC ILL 0.0 PSF HC-ENG JB/DF At 6 tTW Br> tl g (.ompone G'oup I 11 b vpor> at Y y tl on fr y { n TOT. LD. 55.0 PSF SEQN- 508413AMttwEOMti4hlY nsr ff.«a,. A -r or x s_ . C on eMf• a prep or cover • 11 •tf ep Nis arwYrfp, trw te•t•• •ea0tu.e• of prof•••foe•f •rpifw• 6 •."«" r••porvtbrftty fwl•iY for tiN agien 1bo•n. TM foitMlff iCy •.M M•• of N«• arrfep for Yy •trrreC«rr• r• q 2400 Lake Orange Dr_Suaa 1i4 r••roL•+b+1i<rfwnm.y o.•i p.r IVI51 /TPt , s..z. S/Q I DUR. FAC . 1 .00 FROM RF Ortank,FF, 3,837 I-, .>•_ ,.; ,n s g.-n .. tip . .• e -. PACING 24.0" JREF- 1VYK408 Z01FLCOA0028AIeI.W .:.rw..r c rP1 cv «„a o y. rrcA, _ ,,. _ ,y. mom; fa, ..o Alliait 11. Kric LAC. ii mbLr 70 6( 02/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1513Z-/149/ - A -UAVIU WttKLY -- Lot 31 Keagan Pointe JANI-VKU, YL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: Bot chord 2x6 SP SS :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 :W2, W5 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur,Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 24.00 BC- From 10 plf at 0.00 to 10 plf at 24.00 TC- 726,16 lb Conc. Load at 6.40 PLB- 700.00 lb Conc. Load at ( 3.00, 8.71), (6.00,8.71) strrs - wl 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o,c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE The TC of this truss shall be braced with attached spans at 24" OC in 11 W5X6 S 1.25 lieu of structural sheathing. 51 W5X6 S 1.25 10] W4X4 2.25 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY 151 W4X4 1.75 R 1.25 MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS 271 W4X4 S 1.25 BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR 281 W4X4 S 1.25 PROPER ERECTION. 291 W4X6 S 1.50 301 W4X6 S 1.50 NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 4X4 [101 = 3X4= 5X6 [11 5X6[51 = 4X4[151 = 3X4= 3X4 IN 7- B2 2X4(") III 3X6 III 2X4(") !II 3X6 III 5X6= 4X4= 4X4[281 = 4X6[301 III 4A. 3X4= 3X4= I 2X4 III L-C-2-10-0—- 2-9-0 I 3-6-0 ! 2-7-11 1 15-1-5 I 24-0-0 Over 2 Supports 'I R=2740 W=6" R=2026 W=8" 1 o 9-4-0 1 Design Crit: FBC2014Res/TPI-2007(STD) 15 " ave FT/RT=06(0%)/0(0)PLT TYP. 20 Gauge HS,/> yfQTY: 1 FL/-/5/-/-/R/- Scale=.3125"/Ft. 11& JWINGfi1 REV AND FOLLOW ALL NOTES ON THIS ORAIIIN6t OFORTAIT' EWNISN ,als a ING TO 1- COWINACIo I WING — INSTALtINS. TC LL 40.0 PSF REF R408- - 50274 j ( jj l iF—"U AN rrw COMPANY Tr - op<c abri ny y epp g tr.g 8 N SI t 9 o1P s r Y I , Pt s tl NTCA> y, a Px rtg _ F all Y P Po Y g pc BC51. tfn rrrs 63 BT B10 Ppl a61 APPFY P r p troy« J tr I AI A Y fTW B tl g Gompo G' m 1 respa g f f 0(1 ft u en con orm» .z wecn ANSI/CPI t, ar oe entlling, n+Pptny,o e w nlln,.,<>„ b tr,ee,g Pr T. . .Px 70B 1 red, 4iti} 1$ 6 1* t TC DL 10.0 PSF BC DL 5.0 PSF BC ILL 0.0 PSF TOT. LD. 55.0 PSF DATE 02/22/17 DRW HCUSR408 17053002 HC- ENG KD/WHK SEQN- 503020 2400 Labe Oft p, D,.'-w€% An- 1 en thlA Orwltq er oOVor VWo I Irtinp CM1IN Orwirp, iNttI.— r(optngo or yrof—.I—t orq mooriW rwllonilbl l ity wtoly for tlN Wfiyry tlole.. TM wtubf l lxY nU u o o v.i• Erwl,p for t atrueeuro Is r. e{ronslblilty of C)rf N ItAlnq D—iq— per ANSi/TPI I S—Z. a,='` oJ( p+pq[[((( t lt . * 4 DUR. FAC. 1 .DD t+ FROMCHPACING 24. 0 6f_ JREF- 1VYK408 Z01 Wxido,FL 32837, FL COA*0:7 nee .3ALPINE11Pe; TPI .os .en. r rg, NTcA: 1wK.y.eae: ICC ..... ..org Krick N( 11 fllfain . rickLic. ufnber 70 02/22/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. E I0IJ4-/r9U/ - /A -VERY I BCLNLT -- LOL Jf KeagaR VQIt Le JMIYr VR.V, IL. Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #2 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W2, W5 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 6.50 BC- From 10 plf at 0.00 to 10 plf at 6.50 TC- 1087.53 lb Conc. Load at 0.69, 2.69, 4.69 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. Ju rJ - rvc / Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 1] W4X6 2.75 L 1,25 41 W4X6 2.75 R 1.25 71 W4X6 2.75 L 1.25 81 W4X6 2.75 R 1.25 4X6[1]= 2X410 2X401 4X6[8] 1- -a WS 1- -0 W2 9-4-0 4X6[4]= 4X6[7]= 3X6111 3X411 f<_ 6-6-0 Over 2 Supports------ R=2109 W=4" R=1544 W=4" Design Crit: FBC2014Res/TPI-2007(STD). %r PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 ``-.QTY.1 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• READ AND FOLLON ALL NOTES ON THIS DRAOINri g 1WMTANT•• luR fSH TFls fA2 1NTom.t. co"1 1IX fAiLi.wlI TIiF Ik TNLER . ,Iz ¢ 1 TC LL 40.0 PSF REF R408-- 50275 l[' L AN rrwcaMPANY Lake Orange Dr. Suite I iO Orlado. FL 32837 ee BCsio rs i g CamVone s S I iPl eM !Yc } P y x r k. o pe f reg c f I .f p enpa y n pe. BCsI lktf , hit C V Wormy ry rq M c P oPe" ` 83, FT BY¢ .- apVl i Appfy V ` f pa. 0.1p Iri 8 d q Coapo e^ G' W 1 cspw,: f iy Ocv •x<on r g. Y ne s .n cw.farmnnae w cn AN51 /TF`I bt. or i, an ling, ski pp r,rgs< It<,dn 6 h,, n:"4,u>a< p.n.ibifiCY wF.IY CM dp ipn Mto.tt, TM suit iI itY ntl utM of t+tis drwirq for .try atructur. f. 24(0 r.xpw.afbit ltY oft— 8.1 dlt O..iywT P AKSI.Pl I S—Z. A . 1 bn CFi. 3rwinp x ceY.f I1.V. IlstinD CFI. drwitq, itWio.C...tf,.PCric. of pfotN.itxN1 "In ITif I: Aw.e r<., nFtc0A00278ALPIFE .al,,,n.,,:...: •fw..<„n.<org: YTCA „<<,.,,,,y.com: ICC ....<,.a....o 9ium t08 t Ff } y & 5 F1. Krick Lic. Number 70 TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DATE 02/22/1722/17.- DRW HCU5R408 17053011 HC-ENG JB/DF SEQN— 508454 DUR.FAC. 1.00 FROM RF 6FSPAC I NG 24 .0" JREF- 1VYK408_Z01 02/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, I0IJ4-/!47! - A -UAVIU RLCKLT -- L.Or, S! Keagan rofnze DAmrr VKV, rt- Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10,00 psf non -concurrent live load. 5 F_ 2x4(Al a-1 -11 9-4-0 R=-10 Rw=31 U=20 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. LIE- 1-4-0--J 1-4- ver2__$jaports R=190 U=39 W=8" RL=24 TkTHtG€Titd;t„:„ Design Crit: FBC2014Res/TPI-2007(STD) p,. PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1 7.p `•0'r.QTY:4 FL/-/5/-/-/R/- Scale=.5"/Ft. WWfNGI " READ AND FOLLOM ALL NOTES ON THIS ORAMINGI IMPORTANT" ruO ls. ,HIS IATAMINB TO ALL cONTRACTas IWIMM TIC tNSTi LTRS. 4 T(C LL 20.0 PSF REF R408-- Si}276 y4.. e i G i B("SI (B "4 Capon 5( y I a: Tp( YYTCA) Yo f y Pra P i {' f Lf6.} ibrftlBCSI. tMl crr.cr•' TC DL 7.0 PSF DATE 02/22/17 P 9 P amp, Y 9 M" tt! Rt y. -r r par a BC DL 10.0 PSF DRW HCUSR408 17053016 cz 63. B) B10 spp I Apply p e ra P af,oa an<r .. G` 4 0 r arb BC LL 0.0 PSF HC-ENG AK/WHK z russs i eo„S armanee r+th ANS t/I PI . or or nandf irg, vgaeon Jy, Pkj AN DINCOAAPANY sta 6 trrae , C, uccew rl..I. M..'..<— i , .•° TOT. LD. 37.0 PSF SEQN- 880128 t pet Clef• 41-11V Or OOvr P." r•.•FOrr•, li •fy r w•, Rrl .tl..Wp•....9 O1.-uf —C•bI tl,fCyI•. PPrO•tt,l• ww-wf+nIM—fOf•r «,y •er,.tt.,.r• f• Obff W.... DUR. FAC. 1.25 FROM RF 290 LkOnd Ds r350 Ctyy MfuVff< PACING 24.0" JREF- 1VYK408 Z01 Orfand 9 „, ti' -° - rpf OA 8FLcox)seP.nsc.ory NTOAI:...,. , ,s<rY.<ca+at IGC r ,_e,e ALPINE alp,..r„=. C illiam H. Krick Lie. NuxnbL.ez 70 6FS02/22/2017 THIS D*G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 13134-//4'd/ - A -UAVIU EttKLY -- Lot 3/ Reagan I'otnte SAWURU, FL 32773 LJ7 j Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT It, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=169 U=82 i 24-2-11 3-1 -3 R=127 U=0 1+20-8-0 2X4 (A1) _ L--1-4-0--J 7-0-0 Over 3 Supporters R=360 U=62 W=4" RL=126/-30 Design Crit: FBC2014Res/TPI-2007(STD) pH. .`. PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 A j.eN T i;4 0TY:6 FL/-/5/-/-/R/- Scale=.5"/Ft. j{ jtty,77,'' a..:LY AN RW COMR4NY 25tYJ Lake iXligge Dr mme 15i0 iTI3} 4OAi60 .S`' EL tiJrh. OtJ c.8 10ARNINGIei REAP NW FOLLOW ALL wrEs ON This ORAWlmw IWPgFTNR" G}AMtSH THIS —tW Ta COWT}}ACTORS IW'Wf TTW IWSTAL}.ERs. t f 4 g PP he f (SCSI (B g Can}>o 5 y f y TPI WTCAj pe t y a f 1 ! P" en+P Y g Pe BfSf Vn y P rv15P < d P y a g yed f. expo pe e APPIy n ac Fl l Oe. "} 1 the '.se¢ ReP eq} i61}k 2 t anxfard P ixo t AiP; - iTW g g gyp, , 1 el s t y d :«;ee, ., t e «sy a t...g ;rti ANSi,TP1 ;_ xxee e; s e ,g ee v.,s•..,4. t}.. t a thls drwlep a .ov.r p.Wa 11-110 ebi d—Ii irafe.e.s sbe.ptsn.s ./ P—f—.,—1 aspl—,I r.. ptfsibilYey —1.ly I- uit.bi}ity .w ,.,. OT Chet dr..ieq for pwsn ibFiFey oT ttx. Woild irq O.a}derr }» AAk I1 [ T S-2. re " TN ' g`h"nl . „g e-° AEPINE '. www-aiP^e cr,.cvn CTPI Y s.. <rg; WFCk- wrw .. ., sc y.com; iCC e<. _ x. org r cs. C8 1 y' ($ s > a s .• L9« '"^••". ° tt / y T$ fVj jy *" FF / N i (,,__ 0 IlllatTt [1. Krick LIB. tV (jnY[K:[ 7V TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 50277 DATE 02/22/17 DRW RCUSR408 77053007 HC- ENG AK/WHK SEQN— 879989 OUR. FAC. 1.25 FROM RF PACING 24.0"" 64- JREF- 1VYK408 ZO1 02/ 22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1b13Z-//49/ - A -DAVIO WLLKLY -- Lot 37 Reagan Pointe SANFORD, FL 32773 - CJ1 ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 20.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13F uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"0.5"), toe nailed at Bot chord. 6 2X4(A1) 21-2-11 R=-36 Rw=24 U=34 R=9 Rw=15 U=10 20-8-0 1-4-0--J 1-0-0 kyer 3 upports R=201 U=57 W=4" RL=33 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0- --3 Design Crit: FBC2014Res/TPI-2007(STD) *11, PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1 i ` F`'^ aQTY:6 FL/-/5/-/-/R/- Scale=.5"/Ft. W2NINGI.. RM AD FOLLOW ALL NOTES ON THIS ORMIMOI t . : Iraoarurr•- FvarfrsH nlls bRiVitK. m a.. co•.w.crous INCYWIh4 r INSTi11ER5Y ` TC LL 20.0 PSF REF R408-- 50278 1 < e 9 s 1 by ipl NTCA} prk n tic, 708 1 J TC DL 7.0 PSF DATE 02/22/17 p. 9 I Ile Y 9 P'a BCSf. Itn .e4 .1. BC DL 10.0 PSF DRW HCUSR408 17053006 giby. L .fxw.n perm 1 i j'/ y1jt ' 1 {j' f'`{ . c [. 63 BT B4O ppl bf AppCy pl arq Lf U fz po bov - ` "A° p"SIAT 0 _ BC LL 0.0 PSF NC— ENG AK/WHK 9 Y ( b russ confofu<nfa .,fb ANSI/iPl , . . ba dY, h,Pp rg, t • `"' ANIrWCOMp4NY °; „..... 6 b y of, ,s TOT . LD . 37.0 PSF , e°A SEQN- 879986 1 orr -1. Or••Ing Or eowr V•W II•Cing this Crwllp, IOOIc•t•• •ee•Ot•^e• of pfof•••Im,•1 •hglr,••fl •sa a•,*^f' ,,y r•• pon•Ybi I:.y V..y fx tM A••Yp. shO.a,. TM •wIt•biIIty •.,o w• of Chi• orrtnp for •rry •truttur• if aV zaooLai a x x_SClitr a ..{wnxiblltty cf ,» 9.11GCnp P!•I , P.f MSIV 1 , S.t.z. / At DUR. FAC. 1.25 FROM RF 6darzda. Fl +7.Si7r e tree , s iw s.*„®rai f ee eye .. t F cor uoz s ALpIHE .ww Alp e, a TPI [p.nxt.ery: IfTCAc ... , da 1,y. , ICC illiam Fl. Krick Lic, Nuinber 70 6ISPAC I NG 24.0" JREF- 1VYK408 Z01 02/ 22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. v - M -Unv1U SICCKLT -- LOL a! Keagan roinLe JmtvrVKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 } 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) 1-4-0--j LE3 00 Over_ 1 R=222 U=46 W=4" RL=63/-23 139 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50, zzz-2-11 R=59 U=28 1-13-3 R= SO U=0 'TT20-8-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 A.* 'h*,.QTY:6 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• Stm Am FoLLow ALL NOTES ON THIS gtwiwi ItpOR7ANT•' EINMTISIT TNIS OICHING TO ALL CONTRACTORS tNCLI ING TTIE INSTALLERS. a* v C TCLL20.0 PSF REF R408-- 50279 Tru y a f ic. y dl y p` y If - and b ac nq R c f fl e 1 ea BCSI <M f y c apo 5 PI w wICAi y p a z 4a r r O. ?08 1 TC DL 7.0 PSF DATE 02/22/17 topaty. I ile 1 da — y y pe SCSI f d p - old Nall M1 II'y n d s "W tl oo II 1P y Y yid y L a r perm -e1 ( I I ac g a' BC DL 10.0 PSF DRW HCUSR408 17053005 r{ rrll Pg ..... gig u' 1 83 61 B 0 PPf bl A IY Pi P Oownlsbo Y R d ,EGA f d RT tfe LL a o pst roc-Ewc aK wK AlAIRidtifITW6ItlyComponGupIM1allcie, 5{ro bl r y ticviacion f d i y y Y i b if n 10 < Iormence wicb ANSIi{PI t. or or nendlinq >n ppiny, +' r ( 4f SEQN— 879987 ANrrweomAkwn<.Ta I t=o<, a br ny r tr,ae., s TOT. LD. 37.0 PSF AAAI en GNfs Crwlnp a covAr p"o tlstinp CNIA drwlrg, ffglcAUA ACtApCMwiA of RrorAwlwlAl Anpinwrl rwponAlDll ltY —'Afy I— w —TW AN—N. TTv ..T—II ity — RAA or th1A drwleq for Anr A<rxeturA fs ryA ° a.u. w9 * f`.:.t *' J C1A°s13* DUR. FAC. 1,25 24WLakeOrutDr.. Suite lib drlarldo, I'L 3283' rsspw, s ibtlity or t , S TIdinp OAAIy psr ANSI/ I i SAt.2. 1 i 'n Pv. Y... t. . FROM RF 61SPAC I NG 24.0" JREF- 1VYK40$ ZO1 FLCOA1anaion " Job': g nera : Pay bese wob ALPINE alp nelc .cam`TPI, pinsc. ry: WC.4 w cb<:,nduzc y..o ICC y illiaxn 11. Krick Lic. Nuinber 70 02/ 22/2017 15132-/7497 - A -DAVId WEEKLY -- Lot 37 Reagan Pointe SANFORD, FL 32773 - CJS ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 } 16d common nails(0.162rr0.5rr), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"x3.5r'), toe nailed at Bot chord. 2X4(Al ) 1-4-0-j 5-0-0 Over 3 31. R=288 U=53 W=4" RL=94/-27 139 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=116 U=55 R=89 U=O Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15, WARNINGI`• REED AID FOLLOM ALL IgTES ON THIS ORII<IIKst g' IIPORTANT" FtRiNISH IRIS ORANIw TO ALL CONTRACTORS INCLIRING IHE INST M.LERS. , Tru quir r ewc a fabricaCing, nand) g rppinq, rn Cailinq and b rng R¢f¢r Co ari f eId-tti BCSit CBu'1 ng Cgnpo c Safe y t mat( bysTPI arW NFCA} a ,afeey Pr x<Ci;Et's y oparngtInsprocemporC0 . brac irzg par eCS1.fo less n cetl otlA.arwoP c d 1 P Pa ly ¢tl s - -n - y tl bo o P Po ly a" g i gitl 1 q. L dhow perm 1 t. - I ac rg -- latl 4 rrrTTT II sect. 63, BT OFO .: aPpl abt Apply PI .s fa p ory bov y p Cha 3 Oo t f twx N¢(; R to A rzgs 1Gd Z Car'td tl pt a po U l Alpne., a d—, or ITN & Idi nB Compon nes croup I ztt C b esponsibt¢ for any tleviaeion fPrgai brnrrnq, any failure c. ild th¢ Cruse rn confuraance with ANSI/T PF i, ur for hnrMliny, Shipp AN ' W COMPANY in.muau nn A o-ra<:rnquobutrussas. $f 1 — this CrNwtep er tey.. p". I I-IM this drwlnp, Ihd,—--pt.NR. or prer`asiwul NhpltNNr it rHponslbl llty y for — d 19•hbwn. The wlGAbi{{tY Arw tM of this d—In ror —y strKtur. iN 2400 Lake Omge DT., Soe 1, reapona. b... Cy or tM 6u11d1M Oesiytwr par ANSI/ PI t Swb,2. Orimdo, FL 32837 F¢ nrw , Jnb , y¢n r pogo a raa,ra i atirz., , ni ar al n n a•a w¢o- FL COA'#`0 278 ALPINE .alpincic TPI: epinsC.or q; NTC0.: ... rnd..C. 'y..— ICC ...... 3- 2-11 2- 1)-3 420- 8-0 QTY : E r. 70z3 1 T 0 . NA 4dA H. Krick Lic. Number 70 FL/-/ 5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 ISPACING 24.0" Scale=. 5"/Ft. REF R408-- 50280 DATE 02/22/17 DRW NCUSR408 17053004 HC- ENG AK/WHK SEQN- 879988 FROM RF JREF- 1VYK408_ZO1 02/ 22/20I 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 1, IOISL-/14V/ - A -UAVIU NttKLY -- Lot S/ Keagan Pointe bANVVKU, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.42 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 2X4(Al ) 9-10-1 Over 3 Support R=318 U=145 W=4.907" Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -21.94 lb Conc. Load at 1.41 TC- 117.64 lb Conc. Load at 4.24 TC- 231.93 lb Conc. Load at 7.07 BC- 17,06 lb Conc. Load at 1.41 BC- 100.08 lb Conc. Load at 4.24 BC- 177.41 lb Conc. Load at 7.07 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 } 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 3 } 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0 O 15, atiWWlINGI•• READ Alb FOLLOP ALL wTEs 011 Tills pLi t'ING1 .}'' IMPORTANT" RM11%i TNIS O ING r0 ALL CONTRACTORS fWttWfK TI¢. iWSTAIAkRS. . Ft - cac sre trt fahrrcatrr.5y naMf ^9 iPp g ,n oepe tag n e"BCS fe(B tefn^s9tnClwle,pras neznn t 5a se .y i tcrmnaPo-troerYubry x111 vg PerNanBT<Cn;SAn}L `11(, h lexRxe rofar t Pz1 sn Y tap sh I P Ppe Y uM1on ry xxf Eru tl v P aW Y gi g. t Per t ry It ac rq fen-ec sect 83. BY B 0 appi te. Apply p n ry f pa.. m tM1a 3 {}e: .s ew e6 Y,roevvr Rsr ,^4T b6OA Z e 6 pfat Pn . A tap v a fTW B 1 g CPnrpw G W 1 half C tfe - spo bt ! r y nv,at an f.: AN VFW COAAMNY i rv eaf gat rv s o tint ssa - ARSIAPI 1. P. or narvn r.,y. ahlpp rrg. or A -1 tRf Chis A Inp or Cover p." I'-..p Cl,Is tlrMyfey, InJlcAwi ReepGAneR of prefWufOnAt tupleWrfi r+RponsiYlrltr Aoirty <or W Ws1gn Ywwf. TM •ul Arty a , wA or thlr drw rar r7. ser,feeurs i• 24W Lake 0,.@, Lk. Smlf i50 reApo..><tsul cy Pr a.. Runaloq WsIynrr e.r AIr51 rnf i SK.z. Oliando, FL 1837 r - ru,«: ery 3rvo-- _ e ry PPege a fie .Wee FLCOA00 ,8 ALpIRE a. ,I, - I xt TPf ep,nat oeg; IITCA _. .e. y-1 fcc EM kAT 0 j d OVAL 11. Krick Lic. Nut R= 71 U=24 Y24- 2-6 3-9 14 20-8- 0 R=328 U=65 _k + 2 FL/-/5/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 i6ESPACING 24.0" Scale=.5"/ Ft. REF R408-- 50281 DATE 02/ 22/17 DRW HCUSR408 17053008 HC-ENG AK/WHK SEQN- 879994 FROM RF JREF- 1VYK40$_ZO1 02/22/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Y - M -UMVIU NCCRLT -- LOr Sr Keagan rolnre DFHYrVKU, rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Negative reaction(s) of -225# MAX. (See below) from a non -wind load case requires uplift connection. 139 mph wind, 22,42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10,00 psf non -concurrent live load 0-4-3 L- i-10-10--.j Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -21.94 lb Conc. Load at 1.41 TC- 117.64 lb Conc. Load at 4.24 TC- 231.93 lb Conc. Load at 7,07 BC- 17.06 lb Conc. Load at 1.41 BC- 100.08 lb Conc. Load at 4.24 BC- 177.41 lb Conc. Load at 7.07 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. 9-10-1 Over 4 Supports `I R=463 U=106 W=4.907" R=1293 U=192 W=5.657" R=-225 Rw=56 U=0 4-2-6 3-9 14 0-8-0 R=-146 Rw=8 U=0 Design Crit: FBC2014Res/TPI-2007(STD) ( r PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 i =`,QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. eeW"ARNINGI ee FAD AND FOLLOW ALL wares ON THIS DROINGI g .` 1111TA11" FU MI5 MSO WIMO Yo A.I. CONM TORS FMCI.00IW rxe IMSLH1fRS. f '' ti - : TC LL 20.0 PSF REF R408-- 50282 r h IYI 1rTCp) y - Y P`^` R t ° 8 TC DL 7.0 PSF DATE 02/22/17hatIOCSICBQ4Ccepo5fyPop....... e F- rrts d Y 9 Y 5 t BC DL 10.0 PSF DRW l+cusRaas 17053020 i giC9- xtv.+n per I r I f I - q rt 63 BT FS Q PPf MPiY PI fx .: fwatr.. SI AT 11gp., •- - i+fE>a•. 1 the ..Ref E sg k64}A L q pp% a " "°' ^4 BC LL 0.0 PSF HC ENG JB/DF IP sFTtrea ,.q c G i aI ro po., y aao at o rang a ,a. y y e i r„4. n oo..foFAaxe .itn a»stitPt or mn k aNmwwMaaNv TOT. LD. 37.0 PSF SEQN- 507808 apt M this Oraofrfp or GOYar PaOa Fist inW ihf• tlraalnW, Intlitataa aixaptYw a of prefiwalarnl miifnwrfivp {' 16Yf raapanaibffifty plo iy for fJv Mai p1 alnw+. TtM auiCMII ICY a^e up of Yryi{ tlrriep for a/ry atrui:turo i• , S'/0N /tt . 2400 LakeOwgflDr, Slltt ty1 roaponsibl I ity of Hsw W 41di,rp OplPi.ar P.r AwSI/TPI i S..z. ii 7f o'4b r DUR. FAC. 1 25 FROM RF Chiaziao fi, 3837 v ,r< a i«, , I s y rel -C.,,.. „wt Lee arg `illiam Ft Krick Lic. Number 70 61SPAC I NIS 24.0" JREF- 1VYK408 ZO1 02/22/ 2017 I S T R E r-" f'; -,!-) (, - 1, , ---,! "s I F Li T T It R K B, R D 1 S' J. T, H I ti,5 X N 4 WN, 2803" WKS jN 2 074S A! SLAR 6' 0 r- 7 At MUD Mims AS %am,, p LNumsm< Bwjw 04ROS OR AT aM- 3W T%nS QKA STRONGBACK BRMING SPLICE DE-40- NO E DetaK, 1 ond it u-P the, preCerred altornmert pietnods AAC ORMANK Ti,'l WErb '(/ <--,) lo CPMM.CN--_ 0 mw T) NALS ER r4) :. 3ti van,,! W 14 COWON MIANW) OR to 30"? r", W) NA AT SCAB - ON KOS< AT M AM EMMM WT POPYROOE AT FA--- ct Y.ow' SMOVSKK ID ULM< Wl 1w CMUN wmwww; =Is fIR ( 43 ,'-, NA, S S I ROMAMCK HRI KIM A! 1 AL 1 RN'`i I V L, S VA" W 1) AND R I fl. Ai MYH (IN WAW'W d !.T.Hj A r, W4VjIt{ ALL CONIRAMRS ZTUBM, fH FURNISH C, !W&an t— rn = Fu1 A\ T%1VC0..,1, 1A1jY 13723 R,.p,,t Do— t!y= S A. 200 trig resw—ofi Aity of the 1. . /wl f M.,y1a,.1 Hqhft, MO 63043 TOT 1211 111.17- 0- AW qr ob- tv k1w7kq q-up h- a mwyn,- dx I, st&E,55 9140PA wThpr - 10-Au slron;LaL4 c-K";ng can Oran rq n-- K" 0- -HP purpose cl sircog0ary cnag,-g % t,/ nn awrau xy - ow" t 1> SOOOOPSS OF t"E' I C01 sys7pm x 1. swo-goany evagng, 500tcomy a% VMK J-tjtit,at 14 u, no fr"x W-l"m wrw ' coonna and 'brau-qr Cap ncmplyr-, ose(> i'T t n sn-octural wpa rvmenv cl cn/ Wy nr -cnF gynipm R- Opr W p -r"qq Wsqr, Tll',-' eac-q indivDwat triss compo-ent 'BragwVy' rMrQW0Wy 'qLrWrjq,yuc1< :,, , re, cormenontion for a wwsn nysip" tc hv,4, control whration. 1- adjucyl w) aamn;) W, the o-'!dc rpNocc, Lownne' or -eSHUCi V6ratorl rpSall"g pro"-", c) Tne perUrvocce np w MDEw sy,np-n 0,-(, eryarwy 0, top nstaustun cp qwerr, qv0y-< a--j ny Npnte For U00WON nFo- movar kD- o4nq, wrer to 3CS! WoKrg Twonnwr-, L L i I S f- TIJA 13 C D" DRwb 0 r- L L TOT LD pa - AL Kim FA7, 1 cc 1 -< P A C ',,' N 02121017 Gable Stud R-eir)-Porcemerit Detail ASCE 7-10: 140 m P h \A/ind Speed_ 30' Mean Height, Enc-toseol, Expos(Are C, Kz-tl 0- 120 mph Vind Speed, 30' Mean Height, Pcrtiaiiy Enclosed, Exposure C, Kzt = 1,00 Gr= 120 1ph Wind Speed, 30' Mean, Height, Enclosed, Exposure D, Kzt = 100 Or. 100 mph, wind speed, 30' Mean Height, Flort,QUY Enclosed, Exposure D, Kzt v 1,00 I 2x4 Brace (1) 1.4 Broce A (1, 2x4 'L' Brace - (2) Ox4 'L' Brace A* (D 2.6 'L' Brace A i(,') 2x6i "-' Brace A* Gable Vertical No-----7- -- p o' OrSpacingSpeciesGradeBracesCroupAGroup It Croup A Group B Sro 4p A Group B Group A Group 8 6roEp A !Group BTr-u 1 / #2 4' 1' 61 111 7' 2' 13' 4- 14 -14' 0--! J1 10, L" SPFF ------ -- 31 ID, 6' 7' 81 11 8' 5' 91 81 10, 01 13, 21 14' 0' 14' 0' U - 6L 2 - - - --I L -9, 3' It," 6' F' 6' 6' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' IT F' 14' 0' 14' 0' HF it, 01 it., 10, 14* G' I4-07- 0 Staraicirci 3710- 3- 7- 7' 7' II 3' 8' 7' 147 C1370E9110, 31 13, 01 13, 61 14' 0' 6' IF 7' 2- 8' P- --1)7 9-1 4 CSP47- F 14' G' 14' 0' 140 v11' 7' -T #3 4 F 5 ou DFL -11-7 4 -14' -7 Standard 9 4' 11, S1 -13- 1 -V 9, 10, 31 111 01 13, 11" 14' 0 4' 8- 7' 11' a, 31 9' 4' 91 91 ill 21 111 7- 14' 0' 14' rj' 14' 0' 14' 0- S P F #3 9' 7- 14' 0' 14' 0' U 5- 7' 6' 81 0. 91 31 91 71 ill a, 111 61 14' ©' 14' 0' 14' Q' 4' 0' HF Stud 111 61 13' 6' 14' 0' 14' 0' 14' C' Standard 4' 5- 6' 5' 8' 7' 91 21 o. haIor" 0) 0 ... .... ..... 1 4' 10- 61 0. 13' 4- 91 6. 91 10, 111 31 t 111 91 14' 0' 14' 014' 6' 14' 0' P SP #ca 4' 8- 7' It- 8 3 4 q 111 71 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 1 G' 71 31 91 1` 9' 8. -6' 14' 0- --1-4-O to v 6;- V - -- ---- 9, -- I- 0'14' 0- Eli--D DFL Stud Standard 4 6' 0' 6' 5' 8' 0- W 7- 10, 10, 11' 6- P -13' 1-5-; 14 C 14 0 1 / # 2 5, 2. 1 8, 9. 10' 4' 10, 91 111 21 12' 9- 14 0- 14' 0- 14' 0' 14' 3' SPF #3 111 ff 2 10 7 2 2 2 6 0 4 0 14 14' 0- 4 - 8 11- 0 2' -07- U14' 0' 14' 0- 1 4 0- 14' 0- HFStud14 -* V -14'G' 14' 0' 0Standard4' 10' 7' 5' 7' 11' 91 111 10' 7' 12, 21 12-1 1 51 10, 10, 12' 5' 12, 111 14' 0' 14' G' 14' rj' 15' 4- ' to- 9' 2- IG 14' 0' 8_ -2 9' 4 CL' 4 OL 4 0- 4 0- SF) 3, 0, P, 12, P, I P, 8, 14' 0' 14, a, 14, 01 14' 01 DFL Stud - 1 4- to, 3;-- 10' 6- 12' 2- 2 W 4' 0- 14, 01 4' 0' 0' 14' Standard 4' SG` 14' G' 14' 01' 14' 3' 14' r' 6 11 4 1) syml, About f Gatge Truss Diagonal brace option: vertical tength nay be T doubted iwhen do.9on.( brace is Used, Connect diagons( brace Tor 525# ot each "d. Max web F5'r a r t. t*L tength is 14, 2. 6 DF-L #? or 7ZbetterdiagonalVertical tength shown lo,ace, s,ng'e in ttible Ubo.e, or dc,,iWe I 4S* (as shown) at Connect oiaganck at ii i--------------..........------- --- / dpolnt OF eoRefer t. - chart above 'Xee . ----- -------- T YARNING* w READ AND rULLOV ALL NOTES ON THIS DRAVINU N 94PORTAkT.. FURNISH THIS DRAWING TO ALL CUNTRACTORS INCLUDING THE INSTALLERS. tt T,-.. r csto, the zot,,st eokt,or of , S I C Oaren% Safety ;rf-U-, by TPF and SEC00 for to Practices P- to performing- f vors. lrst&ttv- Srsit p,,o -e t-- pt,Y beoc per in LWess notod othe-. top chold ii ii h- property cttltched st--ot -t" trol bcrtt- SinCf no- . J-Pel(y attache. rigid L-t-. rOr for P-ne- i--t ... t-int of t! hallo ss e taiied Per SCSI stctkos B3, 61 or 8111, as *Wslabte, Awy pcat- xo each f SVV tf tr, s and posAx,n as sh- tboY, an* or t" -ant Detags. ,ess noted ati-se. Refer to ok-8tgs 16DA-Z f-o, st-d-d Piate ptmo-s . % STAT er 0 NIEALPHAAPre, a divstor of ITV SA44-.- Components Cl,-p 1- shalt rot be resp,,,A'd, for any oo-tea, F AN ITWCOMPANYthisdr-i^Q, any F-S- to tAd the V-. in .-f-- with ANSI/TPI 1, or for hnndibng, snppinq, w't. R.timr L ar.-Q Of A seat on tftiis di-V or - poge UstWg d4s Q*WQ Wmkcat*s accepto-v of paf-ja,.I 13773 R- ro D- ty saWy for the dwsign shown The 4tobAity and - of ttis di-" y t- is the resPon"09fty of the &A,*V D-W per ANSI/TPI I Sec?- t,Orde - Mar ytarid He kits. MO 63043 Far -e f'--tk- - .1 Ob. g.-W rot.. pag. -d these web 17 1 HE. Tpl: : W tpirsl-Q' SKA, -skcW strycroj Icc, -iccsafecro Willi- 14 Ki,,L F i,;--NU tength. Bracing Gro, p species ar,d Grades GK-'L4P A S P - F, 43 Group B- He -Fir 1.4 Braces Grail be SRR (Stress -Rated Board) i-for 1.4 SO P ne se only lrd,st,rai 55 or lrdust,a( 45 Stress Rated Boards G,oup R1 V glues Nay be sod with tnPSP trades Cable Truss Dea4 Notesf Vind Load de4" kectio, c-t-;cr Ps L/240 P,ov,ae uot,ft cc,nnertlo's For m pif over Continuous bee-@ ( 5 Psf TC D.oci Lcild, G.Iote end s,rpcts toad Fro,. 4' D' outtookers Cr 2" 0- 0,,e'r-g, '), I,- P"Y.Ood .-hs,q. Attach *L* blare, with loci 01"W'30, -0 nails. K For (1) ' L' brace= space rats at P' cc, 18' end zones and 4' cc bet -en zones KI-Or (,'> *L' braces space lwts at 3' cc 1 18' end zones and 6' OC between zones bl-ing rust be OF 807 of -0 roenber iength. Gable Vertical Plate Sizes vertical tength No S i 1:e_ I Less than 4' 0' 2X4 Er'ate, -thtr--- I 1 1, t i tess than 11' 6' 3X4 Greater than IV 6' ___4X4 Refer to co - on truss design for Peak, sp(ce, and heel PlOtes Refer to the gu,Wing Designer for conoi%tors not addressed by this detail REFF ACCE7-10- GAB14030 DATE 13/01/ 14 DR`WC) A1402OFNC101014 MAX, TET, LD, 60 PSF SPACING 24.0' 02/22/2017 For- V;T,-tCai,7 cikie TS-uss Ptiate Sizes ppror," ate Alpine gai,P seta l f," e sizes For vertical stids- Ur, gi gPre3i tr,,ss g), a,Yj t"leei atates er ticni plates o'e"Op, use a Ae that covers the total area or appvd pixies I.c sPcn the weol 2X 4 L XG 2 X 1OViOe C:0r,neC-,l)rS iOr 1plltt SoeCifleCi on the ehgneeled truss design. Attoc- H, PCCi 'T' reinCorcirg memher .th E, d cadc o'nr'oh 1,0:48'x 3%,in, Nails at 4' D[" 4 Cna:ts in the top and cz,o-, chords. 70ena: Ied No(S j0plusToenciRs at 4' o,c, plus t A', oericL;is r. ar 6 k o ton chords, his detail -o iDe used with the appropriate t-,12ine gable detail For ASCE wind load 413- 015,'510i4, A1,1015051014, A11015051014, A104.5G %4, A.140150510'14, NCAS 1( 14, 14 5 4 noc101Truss Spaced 4,SC- 7 Cok),r 1,ctai Dra-gs oc Alffff,-NC-111014, A1,1015ENIC!01014, 4,14015-PNC! N;G,14, 4118015ENCIU1014, A20- 5CNC111014, A2CCISINDI00014, A2,0015PED1010114, AcMOCNCICIC*14, A14030ENC1010114, A16030ENC1010i,ii, A,;-0040P, 4C!0la14, APOVU:ND1010114, APOGIGP MOioi,i S-1515ENCI00815, SIP015-ENMCNIS, S140-3ENCIGOR15, Sl60liifNC!008!a, Sib 015ENC1001815, SMl5ENCjQ06j',), SnCltNf)1100815, S20015PEE - D100815, 4 Nt, ttsSib9.s0ENC1F 9dS20030PED10081, See aaoropr: ate A,pinc, gccte aetaif0,- iLngth, 04"', e, tiam H Reinforcing 'T' Re,, f0,c:hg Mentzer MPmber Tee - Heil , 77 lo 'enters, 0, ximuri a! iowafvle ' T' -e;r4',,,ced c uk e ver tic:,- e 1-,'t H is 14' top -a bolto, chord. eirifcrc, 9 nenber moteria: nest r-atch size, sVeCe, and grade i,` tr,e Rein", r Siz., increasese xo,-,pi e A S 7 - 10 \w1r,-1 Speed 120 Mean ;-lor)F He = 3G -T, 24'0,c SP 43 vp"` er, si,, e 2.4 3"ace, Increase ( E,,Un 1, 2".4 ' L' Blace el., Mc-m,,- 'TC-; cLJP Vert a 120 . W 7' R' N11161- READ AND FD- 1011 ALL NOTES ON THIS DRAWW IWG.I1.T.7VUApNISH, THIS CRAVING TO ALL C04TRACIORS INCLUDING THE INSTALLERS. 7 - IN VE-JR T Tr s .. .. q,,i,. wi tak-a.i'ng, ky-utq, n. -.6,g R.I., POU0, the (atest eWlo, of SCSI (lo,,ftding Conpo-ot S tet/ inf-mat-, by TK an. SBA For D A T lq/01 /il 4 act;ces p__ to O_F_nq those In_ __e te'p.r_ t Z 0- ted Oteer-, top !toldSh,ii na,e property att-n-i st-ct-; s o Q "a' C-g Dj P V G G B L E N1014 shatt H.,e . p-ae,;y .-tt-Ha. rlq4 o' r l.r pe-,ent t-et,t-r eKi Q LOC tOolattestra,nt at * h i-talted perSCSIitatB3, 97 .1 BIC, - pp0c.bic, Apply po. - to -c I e OF tr,,a5 doposit- os SHO'n above -'a on the ,.ht apta ls, hated I kefer to drowngs 104- z tt,, standard late positions. AN I I'W COMP ANY kp ne, . ok,;,ean Uf ITV` C-po-litS Clo,,P Inc, Ui, lesp Sbio ;0, any ae--o, 'e,"opo % H;s U,O- g, any j a,t_c t. ld the truss confo-a- ith ANSI/M 1, a, f- ,anaking. 1 sht,r-Q, in.t.U.t ' n & bl.-q .; t- .... MA X. T 11 T L D` 6 D P 'S F A -.k .. thei, dr.. v o, co- pogo iiisting tNS -ing, 414cates -cept-e 0 prof-si-E 13723 R,eri-t 0,- 4g-1rg ... p-iltilty sot0y For the d..(V sho., The -it.bAlty .ntl ... of tnis dr..ing DPI AL, ANY Sint. 200 for any structure is the -W-Waity of the BAakV Desight, pe, ANSI/TPI I Sect 17 M.,yW,,d Heights, MO 63043 6'. Ot P','e and those - S,teg X. S F N A T A.. pthEatpins-gi SgCk .. !CC - ww,SaFeq U101;- IT kei,L- I ir, Nh-k- TIRIV- Aj 02/22/2017 VaUll-( Dc—tail 7--- l'i""': 18,0 "30' M1103r liy C) c c' 0 7 Top Chord 2x4 SP #2N, SPF DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF 41/#2 or better. Webs 2x4 SP tt3, SPF #1/tt2, l)F-L #2 or better. Attach each valley to every supporting truss with 5604 connection or with 1) ITWBCLi HA4 or HA2.5 connector or equivalent for ASCE 7-10 180 mph. 30' Mean Height, Part. Enc-, Building, Exp. C, Wind I-C DL=S psf, Kzt = LOO Or ASCE 7-10 160 mph, O' Mean Height, Part. Enc. Buitcling, Exp. D, Wind TC Di-,---5 pst", Kzt = 1.00 Bottom chord may be square or pitched cut as shown, Valleys short enough to be cut as, solid triangular members from a single 2x6, or, larger as required, shall be permitted in Lieu of fak')ricating From separate 2x4 members. AU plates shown are ITW BCC.i Wave Plates. 3X4 12 Max, I 2X4 2X4 8-0-0 in a x 4X4 i2 12 Max, I Unless spec:i-ied otherwise on seated desigr), for ver'tica( val(ey webs tatter, than 1-9' apply 2x4 'I' -einfC'orcemert, 80% [ength of' web, same species and grade Or better, attached With 10J, Onx 10,128' x 3.0') nails a, (:)' o,c, In ('eu of 'T' reint`orcement, 2x4 Continuous Lateral Restraint applied at mid —length of web is permitted with diagonal bracing as shown in r.)R',/G BRCL134NM14, Top chord of truss beneath vat(ey set must be braced Witt-, properly attached, rated sheathing applied prio,' to vattey truss installation. Or Purtins at 24' o.c, or as otnPrwte specified or Prigineer-'s sealed design rj r By vat(ey trusses used in lieu OF r)urliri spacing as spc—ifioo on Engineer's sealea design. K)K)k Note that the pt-,irtin spacing For brcolcin() the top chord i)(' tree truss beneath the va((Ey i,; measured along the scope of the tup ChoK-6, f4 Larger spans may be built as (onq) as the verticat height oloc— not exceed 14'-0" vattey SPOLCInq Pitched Cut S Bottom Chord quaro Cut Vat Bottom Chord vailey IX3 IX3 X4MaxSpacing) IX3 5X4/SR 0-0-0 (++ Supporting trusses at 24' o,c. maximum spacing, VARNMU WAD AND CQLLGV ALL NOTES IN THIS DRAVtWA WM ,w,,A,,T,, FURNISH THIS GRAVING, III ALL CONtRACTURS INCLUDING THE INSTALLERS. Vii— ..t,e— care in Cab—tw g, no —king, ship g, ir,t.(Aing and b ... ing R.F., to or fdi(01 the (*tQSt edition of SCSI 0adillg ConVOnent Safety by Il"! and SBCA> Tor Saret practices prior to per g these1`—Vons f—t,U-5 shati, proOde tee -dry bracing per PCSI t"e" noted thl'.V 'I'l-la j ie. a ""'( i "" ".""' y -tte'r'd -tractor"( 1"P"'t"no " tto' 'r shall nave . property ttached rQid -King. L—ti—I shc,— for per—ent (.t—.L or shalt hove laro—ji, —taited per 8CS( sections 83, 97 or 910, as appte,aiiko Apply plate, to each rac Ortr' ss a— P-itio,i as shown **D,e a,on the-bri't Del Ks oss noted cithor.r— Re Fer to di,.wtr,jas 160A-7 Par standard piate f—M— AN 4 Vil-' A% Crag a"'Ino , aofl'r%,o' of [IV 0,keling Conponents Group I— f,atk net be espw,"e For any deviationaidtion any f.a— e t.= the truss0 t—f--e ith ANSI/TPI 1 ., for handling,hpong, bra cing or t' A .—I on Hiis ae-ing or over page tKUV this dr."V, —ept— of p—r—k—L 1372 1 Riverport Drive —spon.""t y solely For the how, Designerin. .4twity noi — F this &-.Wbv Zllo 200 —2- for any st`tiiire is Ow respons"ity of the WAding Designer per I S Maryiand Heights, MO 63043 PIW— r or — infor—ti— 'e. tN' job,. W—,.( not., f-Ge —4 the ... 'rt— v . —pineit.n; TPtl .—petlt—g; SBCA: ... 1.r(nffiFvtlyarg; [CC, M 4X4 IX4 Stl( AbbOJ Vat( Oy llptioow fiP End Detait o( nt Detail ill Kr MTKI iCommon Tth' 4s- F-- Partial Framinc) Pian IC LL 30 3040PSF PEl- VALLEY DETA.1 FC DL P 0 t'-j 7PST- DAT E 101011,2014 BC DL 10 10 10 PSF DRWG VAL180101014 0 BC LL 0 0 0 Psi TUT. LD. 60 55 57PSF M- 17' ZL '17 DURFAC, 12i/133 i i s 1.15 4A 1 M—k— IM PACING 24.01 02/22/2017 Comrnen-tary De?ReLtion an( Carnicer- Camber may be 6uil t into trwen; to comrpen sate Span of' For the vertical deflection that results from the DePth. of at DeP(-c-tion Point in, hest application of toads. Pcovi6ino camber has the Following advantages Rec cimmencled T Deftec tion. L imi t,, Helps to ensure Levet ceilings and floors aft(- - dead toads are applied. Trus> Tvr.)(? L_/D Deflect ior, 0 Fac;[itates drainage to avoid poricling on tat or L i V e 11 ------------ L, o 0, d _oud low slope roofs. Pitched Roof TrL,issec, 24 i 1240 verticat) 1, /180 (vPKtsC-aO 0 Compensates for, different deflection Floor" of Room-ln-Attic, P 4 L/300 (vertii-aLl, L/P40 (ver-tic,(A> character'} tics between adjac en t tr('4sc3es, Trusses Improves appearance of garage door header-, Flat or shallow Pitched 24 3eO (ver-tk ai) 4 1P40 (vertical) and other long spans that can appear to 'sag,' Roof Trusse-, Avoids ' clips' in roof ridgetines at the transition R(- sidentiat floor 1ri,4,sses P4 L/3(O (ver tic aO t, /N (), V(,r tic at) from the gable to adjacont clear span Commercial Ftoo,- Trusses cu L/480 (verti(, aO (Vert;cat, In accordance with ANST/TPI 1 the BuJoling Designer, through the Construction. Documents, shad provide the P4 0,7 h o ri, z () r t (A L Y 1,P(hor-izor)toL) Location, direction, and magnitude of all 'oacls to poncling that may occur due to the design of the roof' drainage system. The Building Designer` shall also specify Recommen6ecl Cambc- n ( Truss any dead load, live toad, and in-service creep deflection Pitched Tr-uc-,ses 1,00 x Deflection from /Nctuat Doad, Load criteriafor- flat or low slope roof-',- subject to ponding C Sloping Parallel 1.5 x Vertical DeFte,, tior) from Chord Tru< : (?> 4c.tuat Dead Load The amount oT" camber, is cieperdent on the truss type, span, loading, application, etceteras, Floor Trusses (025 x Deflection Pr -Cm. Live Load) More restrictive limits For aUowcb€e d (-,, rl e c t io r) a r) 0 A c t u a l Dead road slenderness ratio (L/D) may be required to help control vibration. Ftat Roof Trusses (0,25 x Deflection f?-crn, Live Load) i 1, 5 x Design Dead Load Deftec Lion) The Pottowing tables are provided ao; quideknes i2oK- limiting deflection and estimating camber. Conditions or, Note: The actual dead load may be considerably less thor, codes may exist that require exceeding these the design dead load. recommendations, or past experience may warrant using more stringent limitations, 0 READ AND FTILLUW ALL NMUS ON THIS DRAVINCO REF DULEC/CAMB DW(IRT T.. Ft"ISH THIS DRAVING, 10 ALL CENTRACTURS INCLUDING, TfC INSTALLERS. I__ , q—, t- -- , 1W q, wt.W g —d e, to Folio the (ate _i _ of ag (BLAdkq C-4—t S.Fety W-V—, by A I E 10/01/14 p— to p-f-thew C-ctio- 1—tastars si.ats or-4p teN—ey 1--3 per AM rated other,.k , tov, h- shaft (—p—ty attached st—t—k s ot-q ..d bott—• 1) FF L C A M B 10 14 havesItt.01.d 1 94 -?,h I to 1h.— for permanent I.t-1 —t—t of 1 limit h- b,o-9 ieotaLied r— 9CS1 soot—o iB, R7 Bla. 5 p{X-bfo AWY rfat- to - F L E F NN[E =-=qst-16CAo,t 5hortft above earn IDPIWGI Z, __` U p—os t=, Aip a d—ioo of ITW &Ado g CoN-nts Grto Inc. %,00 not —p—sote For *,y d-itm AN I T-W COMPANY fr4, —y r.A—o t. oAd tt. t- t—f — — - M41/1PI 1, — f— Npp-,q b--- Q F tr... A — t tt— _V Z_ P.,_ this of 113723 R—f—I On- —.9-0 r-,P--*&ty y f— d..iq h- Th. .it.bLty —d — of this d-q 100 1— m tVw —po—"fty of the SuRoLV Designer p ANSI/TPI I S*c2 % State7 M. yw"d H.,qhs, L40 b*s 9-1 —t— P.W . to se eJ. t- ALP14- SBCA, cc 02/ 22/2017 SilverLhe byMdeCSen r4l WINDOWS•DOORS 2724 STRUCTURAL BEAM MULLION GENERAL NOTES: 1. This product has been evaluated and is in compliance w th the Sth Edition (2014) FloridaBindingCode (FBC) structural requirements excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring wind bome debris protection, this product complies with Sectton I609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and FBC Section1609.1.2.2. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure andbereviewedbytheBuildingOfficial. 4. Minion anchor embedment to base material shoo be beyond wall dressing or stucco. 5. Separate product approvats for each glazing product used with these mullions must be submitted along with this rrnAoon product approval. 6. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineeringevaluation. 8. Mullion design pressure rating, see load rating table sheets 2 and 3 of this drawing. 9. The design pressure rating of the assembly shall be the lesser of the bad capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric transom shapes must be equol to or ess than the rectangular transom dimensions shown herein. TAEtF OP CONTENTS SHEET# I DESCRIPTION Typical elevotiarn & nerol rates -- -- 2 2724 mullion bad table to corarete screw anchors 3 2724 mullion bad table for wood screw anchors 4 2724 mullion section dimensions & anchonng MAX. COMBINED DIMENSION IS 104- ------ . iir--- W I-------- ,` ---- W2 ----i MAX. COMBINED DIMENSION IS 104" ------ + i 7 W 1 - _..... 1 MAX. COMBINED DIMENSION IS 104' W I -- f-+-- W2 ---ji i r, Z GLAZING GLAZING y PRODUCT PRODUCT O i MAX. COMBINED i~ DIMENSION IS 104- WIW2-- i R GLAZING GLAZING PRODUCT PRODUCT Z ccO GLAZING GLAZING i PRODUCT PRODUCT f TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal mullions depicted herein can be combination mullions or separate structural mullions. Separate structural mullions are covered under separate approval, ore: N.T.S. OWS s: LFS FL- 6067.4 t cv 4 SLVERLRVE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) T1159i1TARY WDTH 26" 3a' 32" 34" 36' 36' 40" 42" 14" 46' 48' sr 52" 74" 88.2 83.0 78A 74.4 70.9 671 64.8 62.2 59.8 57.5 55.4 53.4 51,6 72" 96.0 90A 85.5 8t.t T73 73.9 70.7 67.8 65A 62.6 WA 56.2 56.2 T0" 100.0 98.7 93.4 88.7 84.5 80.7 77.2 74A 71.1 68.4 65.9 636 6t.4 66" 100.0 t00.0 100.0 97.2 92.6 88.4 84.6 8t.1 77,9 74.9 72.1 69.6 67.2 66' 100.0 tod,o 100.0 100.0 100.0 97.1 92.9 89.0 85.5 82.2 79.2 76A 73.7 fie 166.0 t00.o 100.0 to0.0 100.0 100.0 99.9 96.5 93.3 90.2 1 87A 4.0 81.1 62" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 to0,o 97.1 93.9 1 91.0 88,2 85.6 60" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.8 947 91,6 89A 56" 100.0 100.0 too.0 100.0 too.o 100.0 100.0 100.0 100.0 100.0 98.8 95.7 92.8 56" 100.0 100.0 100.0 100.0 t0o.o too.0 100.0 too,o 100.0 100.0 100.0 99.9 96.9 w 100.0 1100.0 100.0 100.0 too.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 52" 100.0 100,0 100,0 100.0 100.0 100.0 to0.o 100.0 100.0 100.0 100.0 100.0 too.0 z 50" 100.0 100.0 100.0 100.0 tOd.O 100.0 100.0 tooA too.0 100.0 f00.0 too.0 100.0 46" too.o 100.0 too.o 100.0 100,0 100.0 too.o 1 100.0 100.0 too.0 100.0 100.0 100.0 46' 100.0 too.a too.o 100.0 too.0 100.0 too.0 100.0 100D Iwo too.0 100.0 100.0 3E 4e too.0 100.0 100Z 100.0 too.o 100.0 foo.o 100.0 100.0 100.0 100.0 100.0 too.o 42" 100.0 100.0 100.0 100.0 Iwo 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 4(r t0o.0 100.0 1 00.0 100.0 100.0 100.0 100.0 t00.0 100.0 100.0 100.0 100.0 too,o 36" 100.0 100Z to0.o 100.0 100,0 100.0 100.0 100.0 100,0 100.13 100Z 100.0 100.0 36' 100.0 100.0 1013.0 100.0 100,0 100.0 100,0 100.0 100.0 too.0 106.0 100.0 100.0 34" 100.0 100.0 100.0 100.0 too.0 100.0 100.0 too.0 100.0 100.0 to0.0 100.0 1 100.0 32" 100.0 100.0 100.0 700.0 100.0 100.0 100.0 100.0 1aa.0 100.0 100.0 100.0 100.0 30' 700.0 106.0 10010 100.0 100.0 100.0 too.0 100.0 t00.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 t00.0 t00.d 100,0 100.0 too.o 100.0 100.0 100.0 t0o.o 100.0 t00.0 26' 100.0 t00.a t00.o t00.0 tW.0 t00.0 1W.0 f0d.0 100.0 100.0 100.0 Iwo tod.0 24' 100.0 to0.o 100.0 too.o t00.d 100.0 700.d t00.0 100,0 100.0 tod.0 100.0 100.0 INS€RUCTIONS FOR USE Of 7HE MULLION LOAD TABLE I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSE THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP t ABOVE. JogQi oh o SECTION THRU MU(,S1QN AND FRAME THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES OTHER FRAME SECTIONS of FLORIDA APPROVED WINDOWS BY SILVERLINE CAN BE USED IN THIS FASHION. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE 1NDfVt0UAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8-18 PANHEAD SELF-RILUNG SCREWS SHOWN N THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT 15" O.C. MAX SPACING. N=- A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. W1 -W2 a 1- II PRODUCTPRODUCT zt 0 E wWz t y: U d 11i k z o m rritu h g .. 0 0 o C Z a a 0 E _`o z TRIBUTARY WIDTH = W 1 + YJ2 2 Wt i--W2 v - Z 1 2110/09 E: N. T. S. z a: LF3sr: LFS 3 RING NO.: e FL-6067.4 C n T 2 or 4 Q SLVERLOVE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) y 6 j fNSTRtff r<" 72" 7Q" 68" 86" 64" 28" 88.2 96.0 t00.0 t00.0 100.0 tar.a Far.4 Sar.d 100.0 30" 63.0 90.4 98.7 IOD0 taro tar.0 7d0.0 tar.0 100.0 100.0 100.0 400-0 100.a 3r T8.4 85.5 93.4 f0a.0 o o 100.0 tar.0 1ar.0 100.0 100.a 100.0 to0.0 100.0 tar.d tOd.O tar.d 10o.o 1ar.0 100.0 tar.0 100.0 td0.0 tar.d f00.0 f00,0 tar.0 34" 7sr4.4 81.f 88.7 97.2 taro 100.0 tar.0 t00.0 1ar.0 I .O 100.0 far.0 tar.d t00.0 t00.0 tar.d fOo.Q tar.4 100.0 tar.4 taro 1ar.0 ta0.0 to0,0 tar.0 tar.0 38" T0.9 77.3 84.5 92.6 100.0 4ar.0 100.0 100.0 1000 too 100.0 100A lo0.o tar.0 Far.O f00.o tar.0 100.0 100.0 tar.0 t00.0 iW.O far.0 tar.0 tar.0 ar.0 TR 38" 67.7 73.9 80.7 88.4 97.1 tar.d far.0 t00.0 100.0 400.0 f00.0 tW.O tar.a far.Q 700.0 100.0 100.0 100.0 too .0 tar.0 t00.0 4ar.0 tar.0 1ar.0 tar.4 400.o eUraar WVrH 40" 64.8 70.7 77.2 84.6 92.9 104.0 100.0 100,a 100.0 100.0 Soo.O f00.o far.0 Far.O 100.0 100.0 100.0 100.0 100.0 td0.0 tar.Q tar.a tar.0 far.4 tar.0 tar.4 42" 62.2 67.8 74.f 81.1 89.0 98.0 100.0 100.0 tar.0 14o,0 1ar.a tar.0 Sar.O tar.0 far.0 tar.0 100.0 100.0 T00.0 far.tl 100.0 1ar.0 1ar.0 food far.0 100.o 4<" 59.6 65.1 71.t 77.9 855 94A 100.4 too.0 toad tar.0 far.0 tar.0 t00.0 far.0 100.0 f00.d 100.0 tar.0 f00.0 tarA 100.0 tar.0 tar.0 tar.d tar.0 tar.0 57. 62A 68.4 74.9 82.2 90.5 90.2 100.0 tar.4 f04.d 1ar.0 Sar.O f00.0 1ar.0 100.0 100.0 100.a f00.o 100.0 tar.Q t00.0 100.0 Tar.O 100.0 F00.0 tar.0 55.4 60.4 65.9 72.1 79.2 87.1 94.f tar.a tar.0 tar.0 tar.0 far.d tar.0 tar.0 4ar.0 tar.0 tar.0 100.0 tar.0 far.0 100.0 100.0 100.0 tar.0 100.0 53.4 58.2 63.6 69,6 76.4 84.0 90.3 tar.0 t00.0 tar.a f0p.0 tar,0 tar.0 t00.0 1ar_o Sar.O far.0 tar.0 tar.0 t00.0 100.0 tOQ.O f00.0 tar.- 100.0 51.6 56.2 61.4 67.2 73.7 81.1 86.8 99.2 f00.0 tar.Q tar.0 far.0 tar.0 100.03ti 100.0 100.4 t00.d td0.0 tar.0 tar.0 100.0 100.0 100.0 406.0 100.0 82" or 6r 66" IOU f00.0 100.0 64" 62" w 100.0 8" ti" 4t" E2" 40" 38" 100.0 tar.0 tar.0 100.0 tar.0 tU0.0 f00.0 tar.0 tar.0 tar.0 tar.Q 100.0 fod.a 100.0 100.0 100.0 tar.0 1ar.0 100,E 38" u" 32" 3T far.Q tar.0 tar.d28" 26" t0a0 f00.0 24" 7tl1NC tar.0 rnP iicr tar.0 11 I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THEBUILDINGDESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN, REFERENCE THESKETCHESONTHISSHEETFORMULLIONSPANANDTRIBUTARYWIDTHDETERMINATION. 3 IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPANANDTHECOLUMNCONTAININGTHETRIBUTARYWIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENTDETERMINEDINSTEP1ABOVE. ao aM ooQCl ao SECTION THRU MU LION AND FRAM THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY StLVERLtNE CAN BE USED IN THIS FASHION. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1, SUBSTITUTE (I FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8-- 18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT 15" C.C. MAX SPACING. NOTE A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. W1 i W2 f GLAZING CLC PRODUCTiLOft S I`.. IIIITT Trr*tttt`. J O m onm U C{ 0 96hp1aNry O Yc coz a ajd 4 jd. (11r1' i TRIBUTARY WIDTH _ W! + W2 2 W i -`-- W2 e: N.T.S. BY: DWS ev: LFS ww No: FL- 606 7.4 3 or 4 3 s 8) # 10 x I - I /2"WOOD SCREWS 2X FRAMING ANCHOR TO 2.X STUD OR TO 2X BUCK 5.5" 4" o 13 0.37S' tT-F lji C5 cli MULLION ANCHOR BRACKET 2722 6063-T6 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 7' 4) 3/16"0 CONCRETE ANCHORS (4) 3/16"0 CONCRETE ANCHORS CONCRETE CONCRETE (SEE ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) II II z cn IX BUCK wascc i ANCHOR TO MASONRY ANCHOR TO -MASONRY THROUGH I X BUCK 7.68" 12S- 225- 2.25 CV N c; CV MULLION ANCHOR BRACKET 50-2722 6063-T6ALUM) FOR CONCRETE ANCHORING 2724 MULLION MULLION BRACKET ANCHORING 6063-T6 ALUM) 2722 BRACKET SHOWN WOOD SCREW ANCHORING SHOWN) 31 z 00 oo z ru 6 n WZ0 n z 0 N .: 040z z 6Em o f 00. W" 4: (L 6Z yE0vZ ui HORIZONTAL TRANSOM :E -D U0 17MULLION 2724,2724 OR 2728 UNDER S EPARATE APPROVAL) ff o 8) # 10 X 3 SELF - DRILLING Sms 8 X 314" Z u u SELF - DRILLING SNMWZS - VERTICAL MULLION ANCHOR MULLION TO MULLION A0MWANCM0It# WWANCW*SCMMW AM- Wif su"w" aowmbff awmt4ka 405 fiw 000 Sao VACM omi IOPMWOOD SCREW WOOD 1- 3/9' 9 10 16 saf muNG AM OF 3 MEAM SHEET METAL SCREW STEEL A -IL PRomim I" I - TIT COMPLETELY WROUGHTHESTM SMStRATE HOLLOW BLOCK 1-11'r F3/IC'OPFH HILTI KWIK- CON V CONCRETE 1- 1/lr 1-1rr STEEP. COt ORMRiG TO ASTM A653,16 GA., 0.06T MIN. THICKNESS (Fy = 33MO PSI, Fu = 45,MO PSI) SHEET METAL SCREWS (W GRADE 5 MH.): HILTI KWTK-FLEX a ELCO M-FM CONCRETECONFORMNGTOA030f (3, DWMMN,)ORMOUOW&DaCONFO"4GTOASTMC90 DWG, BY: Ows C cFuc. BY: LFS OPAWM W., FL- 6067 4 4 4 OF Silvefflne" byAndersen r11 WINDOWS•DOORS 2724 STRUCTURAL BEAM MULLION IMPACT, GENERAL NOTES: I. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida guiding Code (FBC) structural requirements excluding the high Velocity Hurricane Zone". 2. When used in areas requiring wind bome debris protection, this product complies with Sectton 1609.12 of the FBC and does not require on impact resistant covering. This product meets missile level'IY' and includes Wind Zone 4 as defined in ASTM E1996 and FBC Section 1609A I2. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure and be reviewed by the Building Official, 4. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 5. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 6. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 8. Mution design pressure rating, see load rating table sheets 2 and 3 of this drawing. 9. The design pressure rating of the assembly shall be the lesser of the bad capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. TABLE OF CONTEtM SHEET If 1 DESCIUMN Typical elevations & general notes 2 2724 muWon bad table for concrete screw anchors 3 2724 mulli in bad table for wood screw anchors 4 2724 mullion section dimensiom 3 anchoring MAX. COMBINED DIMENSION IS 104' -- W I -- W2 -- — I MAX. COMBINED DIMENSION IS I --- 4 _.. W1 -._-- - - W2 ---------•-i GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT N t MAX. COMBINED DIMENSION IS 104" ----i W 1 -------- —__. W2 _ I GLAZING GLAZING PRODUCT PRODUCT MAX. COMBINED ..-. j DIMENSION IS 104• .. GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT Z o_ z GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT 0 Eo Uf t c0Z C LiJr< Z Y TYPICAL MULLION CONFIGURATIONS KWt 2/ 0/05r: N.T.S. NOTE: owc. s : dWS Horizontal mulfians depicted herein can be combination mullions cwK. s+: LFS or separate structural mullions. Separate structural mullions are covered under separate approval. FL-6057.4 I . 4 3 d SQLVERLQNE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRBUTARY WIDTHT6r2r30" 3r 34" sr 3r 40" 42" 44" 4r 4r fir sr 88.2 83.0 78.4 74.4 70.9 67.7 64.8 62.2 59.8 57.5 55,4 53A St,6 96.0 90.4 85.5 Bf.f 77.3 73.9 70,7 67.6 65A 62.6 j W.4 58.2 56.2 100.0 98.7 93.4 88.7 84.5 80.7 T7.2 74.1 71A 68A 65.9 63.6 61.4 100.0 100.0 100.0 97.2 92.6 88.4 84.6 81.1 77.9 74.9 72, f 69.6 67.2 sr 100.0 100.0 to0.0 loo,zF t00.0 97A 92.9 89.0 85.5 82.2 79.2 76A 73.7 w 100.0 100.0 100.0 100.0 too.0 100.0 99.9 96.5 93.3 90.2 87.1 84,0 81.1 62" 100.0 100.0 100.0 1 100.0 100.0 1 100.0 100.0 1 100,0 97.1 1 93.9 1 91.0 88.2 5.6 60" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.8 94.7 91.8 89A 5r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98,8 95.7 92.8 sr 100.0 100.0 100.o 100.0 100,0 100.0 100.0 100.0 100.0 100.0 t0o.o 99.9 96.9 a w 100.0 100.0 too.0 100.0 100.0 foo.0 100.0 100.0 tool 100.0 100,0 100.0 100.0 sr 100.0 fo0.0 100.0 fo0.o t0a.0 100.0 100.0 100.0 to0.o 100.0 100.0 100.0 100.0 z so" foo.o foo.o 100.0 100.0 f00.a taa.o 100.0 106.0 too.o 1ao.o 100.0 100.0 100.0 4r tool 100.0 foo.0 100.0 100.0 100.0 100.0 100.0 foo.0 100.0 too.0 100.0 100.0 46- 100.0 too.0 ta0.0 100.0 100,0 100.0 too.o foo.0 100.0 100.0 too.0 100.0 toa.o 44" 100.0 100.0 100,0 1 100.0 100.0 1 100.0 foo.0 too.0 100.0 10a.0 100Z to0.0 100.0 4r fool foo.0 too,o too,0 100.0 100.0 10a.0 100.0 100.0 100.0 100.0 100.0 100.0 40" 100.0 100.0 100.0 to0.0 100.0 too.o 100,0 100.0 100.0 100.0 100.0 100.0 100.0 sr 100.0 to0.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 36" 100.0 f00.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 fo0.o 100.0 to0.0 100.0 34" 100.0 100.0 100.0 100.0 100,0 100.0 100.0 took 100.0 fo0.o 100,0 to0.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 10D,0 100.0 100.0 100.0 100.0 tom 100.o t0o.0 30" t00.0 100.0 100Z 100.0 fo0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0za" f00.O too.a 100.0 foo.a 100.0 100.0 100,0 100.0 100.0 100.a 100.0 100.0 100.0 2r 100.0 f00.0 t00.0 i60.0 tOD.a t00.0 tOtl.a 100,a 100.0 10a.0 100.0 100.0 106.0 24" 10tl.o f00.a t0o.0 t00.0 100.0 t00.0 10a.0 f00.0 10a.0 100.0 100.0 foo.D 100.0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. J. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: f. SUBSTITUTE (i FOP f) 1/4"-14 SELF-DRLLING SCREWS FOR THE FASTENERS SHOWN IN THE INDtVtDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE J/8-16 PANHEAD SELF-RtLLING SCREWS SHOWN IN THE 7NDtVtDUAL GLAZING PRODUCT APPROVAL_ THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; CN,QjF_ A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY SILVERLINE CAN BE USED IN THIS FASHION. W1 7'- W2 ZGLAZING GLAZING PRODUCT PRODUCT z eo 4 TRIBUTARY WIDTH - W 1 f W2 2 Wt - - W2 i n n om U N m o 0z° Ea pme O c Ns ma`a cc ° oZ d 0 O WOxm¢ w m ( nn fin, Z)CL a a N.T.S. lowG' g*: DWS aec. By: LFS FL-606T.4 7 2 or 4 141 SILVERLIOVE 2724 STRUCTRUAL BEAM MULLiON LOAD TABLE (PSF) rR6UTARYWnrH 2r 3V 3r u- 3r 39" ta^ 4T' u^ar 4r 60^ 6r 88.2 83.0 78.4 74.4 70.9 67.7 64.8 62,2 59.8 57.5 55.4 53.4 51.6 rr 96.0 90.4 85.5 81.1 T7.3 73.9 70.7 67.8 65A 62.6 60A 58.2 56.2 70^ 100.0 98.7 93A 88.7 84.5 80.7 77.2 74.1 71.1 68A 65.9 33.6 61A or 100.0 100.0 100.0 97.2 92.6 88.4 84.6 81.1 77.9 74.9 72A 69.6 67.2 6r 100.0 100.0 100.0 100.0 fo0.0 97.1 92.9 89.0 85.5 82.2 79.2 76.4 73.7 w 1o0,0 100.0 100.0 10o.0 100.0 100.0 100.0 98,0 941 90.5 87.1 44.0 81A 62"' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 98.2 94A 90.3 86.8 w 100.0 100.0 100.0 100.0 fo0.0 100.0 to0.o 100.0 100.0 100.0 100.0 96.4 92.7 6r f00.0 1a0.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 1 10D.0 99.2 6r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 6t^ 100.0 100.0 100.0 100.0 100.0 100.0 100.0 too 100.0 100.0 100.0 10o.0 100.0 y 6r 100.0 100.0 100.0 soo.0 100.0 100.0 100.0 100.0 100.0 1o0.0 100.0 to0.0 100.0 z w 100.0 100.0 100.0 100.0 100.0 too.o t00.0 too.o 100.0 100.0 fo0.0 100.0 100.0 4r 100.0 1000 100.0 too 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 t00.0j64r100.0 100.0 100.0 100.o 100.0 100.0 100.0 100.0 foo.o fo0.o Too.0 100.o 1o0.0 g 44" 100.0 100.0 100.0 100,0 100.0 100.0 100.0 too.a 100.0 100.0 1o0.0 100.0 too.0 4r loo.o 100.0 lo0.0 100.0 1ooA 1 100.0 100.0 1 1(70.a 100.0 1 100.0 100.0 100.0 100.0 40^ 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 39" 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 3r 100.0 100.0 1oTo 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 34^ 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 3r 100.0 100.0 too.0 100.0 100.0 foo.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" too.o t00.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 taoZ 100.0 100.0 100.0 2r 100.0 100.0 to0.o 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 2r foo.0 too.o 1 100.0 100.0 1 too.0 100.0 100.0 ioo.0 foo.0 100.0 too.0 100.0 100.0 24" 100.0 100.0 1100.0 100.0 1 too.d 100.0 100.0 t00.0 100.0 100.0 100.0 100.0 100.0 IN tKU tt NS t K USOFTHEMULIQNLOADTAS I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH, DETERMINATION. 3- iN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GtVEN IN PSF, THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED !N STEP 1 ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1, SUBSTITUTE (1 FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCTIFILLAPPROVAL. 2. SUBSTITUTE J8-18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT 5ECTtON THRU MULLION AND FRAME 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS NOTE A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY SILVERLINE CAN BE USED IN THIS FASHION, Wi -(-- W2 - GIZ ING GLAZING RODUCT PRODUCT z 11O X J TRIBUTARY WIDTH = W1 + W2 2 I— W1 --- -WZ { it v Ew in tw c00Z c tj 3d 2 E: N.T.S. owc.8": DWS cwc. V; LES FL-6067.4 3 or 4 8) #10x I-t/T WOOD SCREWS 2X FRAMING ANCHOR TO 2X STUD OR TO 2X BUCK s.s t.14" 0.375" t i i MULLION ANCHOR BRACKET 2722 6063-T6 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING Fn o Lv C4 V 2724 MULLION 6063-T6 ALUM) 4) 3(16- 0 CONCRETE ANCHORS CONCRETE (SEE ANCHOR SCHEDULE( l a li kl y X II fi uu ANCHOR TO MASONRY 4) 3(16.0 CONCRETE ANCHORS SEE ANCHOR SCHEDULE) CONCRETE IA OUC.1, U U ANCHOR TO MASONRY THROUGH I X BUCK 7.68" i 2.25' --- -- 2.25- -- — -- 2.25- j cliO - N MULLION ANCHOR BRACKET 50.2722 6063-T6 ALUM) FOR CONCRETE ANCHORING MULLION BRACKET ANCHORING 2722 BRACKET SHOWN WOOD SCREW ANCHORING SHOWN) z 22 wca I v a zawnac I'll"/ I W 9 n m Itl S 4S``` O m z° III11 U cY Z O0 ZV EaYcliItipmeCg o a I maa E e o 3d HORVONTAL TRANSOM MULLION 2724, 2724 OR 2728 UNDER SEPARATE APPROVAL) 8)# 10X31,C- I i SELF - DRILLING SMS 8 X 314" u U SELF - DRILLING SMS VERTICAL MULLION ANCHOR MULLION TO MULLION Af0tWItAt# CWfVAClIWANCF=$CMEDW ANCW& sLusmw VAUMM L eMajo t s:s 1 10PFHWOODSCREW wood 13ff 1' 16SLF- DRlLi4G kM a+.OF3tt6tEUX SHEET METAL. SCREW F> lye STEEL COS. ,* IIKSTBmrRAFE t' i-iB' 3116' 0 PFH HUI KWXCON #+ HOLLOW BLOCK 1-114` 111/7 7 CONCRETE 1-1/E omommt. J4. x VAZI STEFl. CONFORMNG TO ASTM A653. 16 GA., O"T MW. MCKNESS (Fy = 33,OW PSL Fu = 45,OW M) SHEET METAL. SCREWS (SAE GRADE 5 MN): HK11 M-FUN o EL.CO DR#. -FLEX CONCRETE COWORM#4G TO AO 301 (3= PSI MIN,) OR HOLLOW BLACK CONFORMING TO ATTM C40 scr E: Dwc. ay: DWS crx. - LFS ? DRAWING NG.: C FL- 6067.4 a SHM 4OF4 N RECORD, Or i W m z Ri L I 3 z y Sv W uJ z Q) z LLI 7) 4_4 W Q) Q_ Q) w W W I U- FL u- w w LL 1st FLOOfR TfRU&S LA *'OUT CANT. 24' C, 5'4' 12'6' 2nd FLOOfR TfRU&& LA OUT PIW %LE LOADIW-s 1313 fnp.K WIND 12 EXPOSURE 5 4-3Aro' HEEL 16, F=Lume CLm I T'T'FICAL TRU55 ENE) ALL 5=_'Xli& ;5 UNLESS NOTE D ONvAYOUT. ALL ROOF- TRL;a5 L-I',aNCa=Rl5 ARE &I—lif=60N. :4US26 4N'; ALL IOCR I44NC-ER5 ARE 7L-4422 UNLESS NOTED OT-,ERL- BEARING HEIGHTS I AWSEIR TAk Fj - 12) TH,4422 20'-8. WEIrwT 0'-0' kE<.kT 0'-C' i-E*PT NOTE rr * me IM6PONS64-fry OF ne aufLow. DE&WER OR AJQCWTECTT0 PPtVVUX AN APT-POOPF"M COMeCTION FOR "WN TO &J-PORnW. 6110,4nM PER OWEACTICN& &4=& 04 n%Jft SIWEE"C. 64-1:CLA, CONMVRAT$ON& FOR?'ECNAH7C.nL EMM" AND/OR PLJ15M. (AND THEIR 00*aCrk>A6) IN TOMAS, SPACE MUST BE DLAGROVIM SlY SULCeR ON APPRO%w TFAIM LAYOUT FIRfOR TO r-AgOthCATIOK TWO COMPANY 16 A TRUSS, tU40SE FQESF"* WLrTF_6 ARE LIMITED TO T40W DESCRIBED IN WMA WS" VE6rGN RSSFON6fbILrtffi . A=OPOMLY, ft DECLA." ANY WSPONSIOL111E6 AND/OR LIABILITY FOR Re 0"Tft1CtiON DESIGK ORAUXW36, DOW-ENTS NC=N4G T4E NSTALLATt704 AM 50tAC** OF TfaMES MAMPACTLIRED 8r TW6 COMPANY. W,4fRN ING olws' EWECTIC04ITI-6 RESPOI&SMUTY CIFTie TRANS DEWOER PLATE M~ACrJFeR OR "MISS M*WAcnjwm m9m0rt6 oEcrw. TMWES, AJQS C.'WTIONEP TO NEK PROPEMONLAL ADVICE IRECIARPIM. EMCrkN 151RACW. UM04 16 ALWAYS fWA"RED TO PFIEVENIT TOPPLWG * 0 001-SY. CkMeW. EPSCTI t AND PEFVlAH9,4T MACAO "RC>4 MAY BE FRE(AgmeD N 6PECIMC APPLICATIO!W SEE WOE TO GOOD FRACTICE FOR WMOLW NSTALL116 0M$ TfPAN#<. A 5$ZACft43 CF METAL PLATE Wk*rTED UJOIOD TXa.'56E5 RE==, Bcs: zooi—, zclz F21 ER TR160" S".L DE WALLED 04 A STRA*WT A*V PL" POSMOK "4ENE NO & EATNWG 16 APPLE[> DIRECTLY TO TOP ANDAM BOTTOM CWOF4) 6 THEY S&L&L BE BRACED AS SPECIFIED 04 T;-E EWINEEPRIM DE84W TOZAMW6 6WALL 19E WANDLED QXT" MASOK415LZ CARE WOW. Mwr--T04TO P14MNSW 0,01AW OR PERSOKAL NAAM ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES 1 TRUSSES ACLU - SPAN TRUSS CO. 407-321-1440 386-872-5098 352-557-4901 LONGWCX)D ORMOND BEACH MASCOTTE JDAVID WEE<LE- T- 01liE5 X15 NAM 14 ci-1 - A LOT 31 REAGAN FOINTE SCALE DATE O BY JOB PAPASER 12-22-11CRRZ'4 115132 RR70RD 0-)PY City of Sanford tti Building and Fire Prevention Product Approval Permit # # 1 7 Specification Form Project Location Address 4623 Tampico Way 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,floridqbuildin .or . 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 Florida Approval Description include decimal. 1. Exterior Doors Swinging Plastpro, Inc 8'0" Non -impact Opaque FL# 15213.37 Fiberglass Door FRONT DOOR LOCATION Swinging Plastpro, Inc 8'0" Non -Impact Glazed FL# 15213.27 Fiberglass Door 2nd FLOOR PORCH LOCATION Sliding_ Sectional Amarr 10'-16' Garage Door FL# 5302.14 Roll Up_ Automatic Other 2. Windows Single Hung Silverline Extrudeq_y!rjI FL# 19715.1 Horizontal Slider Casement Double Hun.. Fixed Silverline Picture Window w/ Nailin Fin F L# 418.2 Fixed Silverline Picture Window rr:im FL# 1491 June 2014 Awning Pass Throu h Projected Mullions Silverline Structural Beam FL# 6067.4 Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Florida Approval Description including decimal 3. Panel Walls Sidin James Hardie HardiePlank Lap Siding FL# 13192.2 James Hardie HardiSoffit Panels FL# 13265.1 Soffits Aluminum Coils, Inc Aluminum Soffit FL# 12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles GAF Fiber lass FL# 10124.1 Underla meats Interwra ,Inc Rhino Roof FL# 15216.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing S stem Modified Bitumen Single Ply Roof S stems Roofin slue Cements/ Adhesives / Coating Liquid Applied Roofing Systems June 20W Roof Tile adhesive Spray Applied Polyurethane Roofing-... E.P.S. Roof Panels Roof Vents Millennium Metals 1-2 Off Rid e Vent FL# 16568.1 Other Category 1 Subcategory Manufacturer Product Florida Approval Description include decimal. 5. Shutters Accordion Bahama Colonial Roll up qui mend Other 6. Skylights Other 7. Structural Components Wood Connectors Simpson Strong -Tie META 16 FL# 11473.9 Anchors Simpson Strong -Tie H10 FL# 10456.3 Simpson Strong -Tie H10-2 - FL# 10456.3 Simpson Strong -Tie H2.5 - FL# 10456.3 Truss Plates MiTek MT20 FL# 2197 En ineered Lumber Boise Cascade Laminated Veneer FL# 1644 Railing___ Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete 4,6,8,12 inch wide FL# 158 Insulation Forms Plastics Applicant's Signature Applicant's Name June 2014 Please Print) June 2014 2115/2017 Florida Building Code Onlire 6CIS Home, LO'l In User R'!pStlat'On HQ( Tw'w5 suo."t Surcharge sta"T.& racts Nbkc,"'O"e FBC Staff acts Site "4,)p Unks Sexch rd ' iiProductApproval 4, P1 t )USER: Pu61ic User Application Detail FL 0 FLI5213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbidgconsultaots.com Authorized Signature Vivian Wright rickw@rwbidgconSultants.Com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.corn Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro,com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 1997 101/1,S.2/NAFS 2002 AAMA/WDMA/CSAIOI/I.S.2/A440 2005 ASTM E 1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https:itwww.floridabLilding.orgtprlpr—app_dti,aspx?param=wGEVXQwtDqv3yWKJZlQRC3FgpGdq9zlTp%2bKNJ2OqENbwWgYlOnaBQ%3d'lo3d 115 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 Page 1 f 2 1 FL tf Model, Number or Name Description 15213,1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No F 1 ' 13 R2 I ns I. 21 .?Llf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213,1 for Design Pressure Ratings, any FL15,)13 R2 A val I52I P_df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Installation Instructions Verified ByLyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL S 1 R2 A val 1" 1 .^df Created by Independent Third Party: Yes 6' 8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing " Snap Frame" Glazing • Inswing/Outswing (OXO - Configuration) Installation Instructions F;" 13 R2 ti nor z52' 3 9 ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Evai 15213.3.odf Created by Independent Third Party: Yes 68 " Impact" Opaque Fiberglass Single Door with Sidelite utilizing " Lip Lite" Glazing - Inswing/Outswing (OX or XO Configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F1. 1521) R2 AE Ev31 LLPdf Created by Independent Third Party: Yes 6' 8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing " Lip Lite" Glazing - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5213 R2 .1 .Os ge f https:,' Iwww.8oridabuilding.argtpr/pr 2pp_dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9ziTp`/o2bKNJ2OgENbwWgYlOnaBQ%3d°/`3d ?J5 211512017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 152115 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 1521.3.6 f, Smooth/Wood Grain/White Won( Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other: See INST 15213.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party! Yes Evaluation Reports i Ey3l _1_5 2 L Created by Independent Third Party: Yes 6'8 "Impact" Opaque Fiberglass Double Door Inswing/Outswing (XX - Configuration) Installation Instructions EL_Ll?L1 P2 I. (i>, 152_t3LLLt _ Verified By. Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 1"' Created by Independent Third Party: Yes 15213.7 g, Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EL1_5213_RLjLjn§Lj5U_' 7,f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213,7 for Design Pressure Ratings, any FL 15 ? 1 17" 1 1 1Z') 1 1 7 -tf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 15213,9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 15213.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 1521110 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 1521,3. It k, Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213. 1. 1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO Configuration) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F 1S213 R2 AE EjjL_j5,U33_p_i f Created by Independent Third Party: Yes 68 "Non -impact" Glazed Fiberglass Single Door utilizing Snap Frame" Glazing - inswing/Outswing (X - Configuration) Installation Instructions I BIJ f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports E,,Uj P_> Ajal 152A).9 nq( Created by Independent Third Party: Yes 6' 8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing " Snap Frame" Glazing - Inswing/Outswing (OX or XO Configurations) Installation Instructions E!, 151_P2 11 U-t L52-113 _1000( Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1521R2 AEval Created by Independent Third Party: Yes 6'8 "Non - Impact" Glazed Fiberglass Single Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Configuration) Installation Instructions 5213 R2 11 list 15213.I Qjf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Lj2_ 1 3_ R2 A /al L t I -Jff Created by Independent Third Party: Yes littps-,,lwww,noridabuilding.( xgtprtpr_app_jtl.aspx?param=wGEVXQwtDqv3yWKJZlQRC3FgPGdq9zlTp%2bKNJ2OqENbwWgYlOnaBQ%3d%3d 3/5 2/15/2017 Florida Building Cade Online 15213.12 1. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N Snap Frame" Glazing - inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL0__L3 R2 ii ins* iS t_.12.n_c4f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any F r ?GL RZI_?L 1:' LI ? L3.1'' additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521113 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Qutswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLL52 _ RZ _II,jnst_152Ia 1 t3 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any v 1 1 n 1 ..d` additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521114 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Qutswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No R'I [nor SS213,14.r>,Jf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FLU 1 R2 AE Ev i 5 13. 4.odr additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.15 o. Smooth/Woad Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XQ - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No1,2 R2 [ Inst 152tSj Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, R.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213,15 for Design Pressure Ratings, any FL, 213 R2 AE Eval 15213.i5. additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213, 16 p. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Qutswing (OXO Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15 EZ 1t t 15212ILac f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R2 AE Eval 1S2L3 1C additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152L3.17 q. Smooth/Wood Grain/White Wood 6'8 "Nan -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Qutswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FF11520 P2 11 = st 7. f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.18 r, Smooth/Wood Grain/White Wood 6'8 "Nan -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Qutswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions https:'/www.floridabuilding.orgfprlpr app dtl.aspx?param=wGEVXQwtRqu3yVVKJZ1ORC3FgPGdg9zlTp°/a2bKNJ20gENbwWgYlOnaBQ°/a3d%3d 4/5 2115/2017 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; INST 1521118 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.19 s. Smooth/Wood Grain/White Wood uuiL]l UA-4xl Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Ft_' 5213_R2 ? - Eval 5?' 3 L,9 Created by Independent Third Party: Yes 8'0 "Impact' Opaque Fiberglass Single Door Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other: INST 15213,19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 15213.20 t. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: Yes Design Pressure: N/A Other: INST 15213,20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Go to Page 01 Installation Instructions EU32 —1 L—R-2 Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELjjZj2 R2_At yA1_I521_'_jQ_ocLt Created by Independent Third Party: Yes Page 1 / 2 2 j, Iii, Stop f 39 !. 0- The State of Florida is an AA/EEO employer, Pic pynht 2 7 Nl 1-1 *ate 10 n I 1 :: accessibility Statement: Under Florida law, email addresses are public recwds. It you do not want yov, e-mail address released in response to a huhhC-records request, do hot send electronic mail to this entity, Instead, contact the office by phone Or by traditional mart. If you have any quesoons, please contact $50,487,1395, 'prSuorlL to Section 455.275(1), Florida Statutes. effective October 1, 2012, licensees licerSed under Chapter 455, F.S. mustprovidethe Department with an emailaddress if they have Ore. The ,iails provided may be used for official communication with the fici,,nSee. However email addresses are public record. If you on not wish to supply a personal address, please provide the Department r,Zh an email address which Car, be made available to the public, TO derermine if you are 3 licensee UnClnr Chapter 455, F.S., please click here . Product Approve I Accepts; LIE 10N Ei El Cied, Carc: Safe https:/AAt\tvw,floridabuilding.org/pr/pr__app__Oti aspx?parain=wGEVXQwtDqv3yWKJZIQRC3FgPGdq9z(Tp%2bKNj2OqENbwWgYlOnaBQ%3d%3d 515 r _ UiW air - L a lastproP ({l; o w V'S Z`.` i 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 37.StJ"`MAX. OVERALL 'rrrr5ttttt `` n z FRAME WN7iti Smooth / Wood Grain / White Wood Grain o Rustic !Mahogany ((( - ° if° n@ Series W Fiberglass DoorE3 INSWING / ©UTSW(NG El a a s NON-IMPAcr' z z z p z O t >Q cs GENERA! NOTE$z r 4 ah v j I TN5 product has been evaluated and is in compliance with the Sth Edition < O u, t 2014) Florida Building Code (FBC{ structural requiements excluding ttsa •'Ftigh ' >. Velocity Nurncane Zane" (tiVNZ). a 2. Product anchors shot be as listed and spaced as shown on details. Anchor < embedment to base material shot be beyond wall diossing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies j r UIJ with Section I609.1.2 of the FBC. nj V" F z 4. For 2x stud fromxsg construction, anchoring of these units shag be the same a as that shown tot 2a buck mosoruy construction. 7 6: 5. Site conditions that deviate from the detoirs of this drawing require further engineering analysis by a licensed engineer or registered architect 3 MOLE OF CONTENTS SHEET r DESCRIPTION z T of elevation de esuaes, & gerletaf rotes MAX. OESlGN PRESSURE (FM-; z I pr _. _._ FRAME _ z u 2 rJ pane! detests a 3 _.., ftcxizontaicrazssecrrons SWING DIMENSION POSITIVE NEGATIVE [><rcOBj07/t2 z 4 Vertical cross seettotrs _._-.-__ INSWING 37.51V x 47-SIT• +75.0 -75.0 "=^ h r S. 5 Buck and trorne anchomg • 2X buck mosonry construction U." e' JK ° b ka artet x+x7 - i X buck r as xvv cornhn c on _ « s : iF5auTSWtNG3750"z s6.5a' +75.d -75.0 7 B t at moterds & components art+s aa. r Fi-t52i3.37 - 0 iu 43 O. U: < it INTERIOR 43 4'. 2- . W o m o On z 3 l p v z EXTERIOR (441 a "n. :5 a a HORIZONTAL CROSS SECTION 42., A 3515 MAX 0.4" min > ' g DOOP 1- 1.59" PANELWD1h ? i ` r= t ; n a 2 a pc cVic€ s.Q Pvcomp, l 1 11 I i INTERIOR 1 EXTERIOR Y r i f Rim _A I ti I 2,/ 1. i, 59 tATCHSTttE ji I ctvL r --- 1 1 2_\ VERTICAL CROSS SECTION rr r 5 BOTIOM RAIL— m aPvccomp-47 GESTI,:./ _ LVL C. ar. Lf S 4Waia[C rx5.: n / _DOO$ PRNECfL--15213. 37 peer 2 10 7 _ rl 2 1 - I /r MIN, Ema, (IYP.l 21 CC—) 0, a 0 INTERIOR lift is" z E i 04 01 6oL5 C8) 2 ii C, 3 U EXTERIOR 3 HORIZQNTAtCROSS SECTION Shown w/IX sub -buck I 1-114IN, -M x FMB pyp) Ewa. (TYP.j D GAS, 4T) CSINK CSINK TYPI It A C7' 1 INTERIOR INTERIOR t7 V 7 05/0 1 12 C L N. IEXTERIOREXTERIOR / I i omC4) 010, 27 OC JK CEINTAL CROSS SEC17ON 2) HORIZONTAL CROSS SECTION 3 shown - inswtng 3 out 95f -ilrs" oppoved o= ppto= z E 7 c. C Ll 77) EXTERIOR INiERiOR VERTICAL CROSS SECTION 111. o txoved EXTERIOR INTERIOR 3 VERTICAL SECTION EXTERIOR INTERIOR VERTICAL CROSS SECTION Shown .1IX sub -buck EXTERIOR INTERIOR VERTICAL CROSS SECTION 4_) kwwrg corrWafion ow 0 z 56 12, JK llYlFs u-lc .0 Ft -- 1,5213.37 IM 4 of Vv A TYP. HEAD TYP, HEAD & JAMBS MASONRY MASONRY JAMBS, z0 u 0'ENING OPENING om3 c, FRAME d Ij C, C, V, 2X BUCK f 4f = IL:5 k10 5 1 i A BUCK HINGE DETAIL TYP. 4 SILL AUr BUCK ANCHORING IfINGE.JAMB FRAME ANCHORING STRIKE JAMS 28) Masonry 2X inw-,-kc-omar-u-c 6a.-I f. Concrete anchor locations of the comers may be actwted fomointom the nun, edge disfonce to mortar joints. 2, Concrete onctuv lc)eohor* noted as 'AAAX ON CFNIF9" m W be oc"ted to momifoin fire awn, edge dslance Ic morforMnfs, add homg concrete anchors 27 may be re4uired to ensL*e Itku- 'MAX, ON CINTER' dimension ore wl exceeded. 1 3. Concrete anchor fobW ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE z TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR LATCH DE Aft. ApiSOLT DETA- Wt 0,)/,OI/t2 ITW TA N I pr I-If4 4" ELCO VITRACON 1/4" 1-1/4- 4' tFs r OCRsS;REWtNS"ALLATIQN NOTES- I Mo4ltair, cauniriwm 5/6edge distance, I" 6f d distance. & I o,c. spacing of is 21 f 3,3 7 wood screws to prevent the s0f6ng O(wOOd, A sr i fYP. HEAD & 0 0 40 0 JAMBS MASONRY Z OPENING tLlffiGf PqAk FRAME z0 028 IXBUCK TYP 4 SILLLATCH VS 6." WNGE LAWS FRAME ANCHONNG STRIKE JAMB j ol maictfvy I X buck Corutruction co,w,J;4ku— to "u f. pk'f Z. Crnxll.t.c .1l.k.,#ro",u ej-,.Ak W lz tf- "a" o4f.— f. ddati—& —f. y bo (-d to -fFrc MAX. ON CfNffk'dwnnn ote n f x ded. Cot.,O. —h- fbi&: woo-, CLEARANCE of O'L,j"ti n 1 { fffflf f tfE n m Z V Z U E 02.44" — P Ong 4 HEAD 6516E21 4 6 P,;yfiber,c , 3 14 Q' Lai t _ n m1 s uk o 71 ADJUSTABLEfNSWlNG THRESHCHQ of c a a4 aSb' n ftttjjoI i u 3 QQTSMNG WMP_THRESHOtD E t 4}4}F < jC j 1 U a. 05f0V12 YC.N.E: 14, F,S....—.. CNK. BY:..G/•s m i Fl-1521.5..52 S:SET aru of Maretuats rTEM DESCRIPTION n ar xraL A i X BUCK SG >= D 55 Vt006 B 2x BucK SG >=ass woaa C I4" MAX. SHIM SPACE D i(4" X 2 3l4 PFN ELCO OR tiW CONCRETE SCREW STEEL E MASONRY 3 (XiD PS( NUN. CONCRETE CONFORMING TO ACi CONCRETE 3(!i OR HOLLOW BLOCK CONFORMING TO ASTM C9D F if4" X 2 3(d' PFH iTW CONCRETE SCREW G 3! s 6" 4 3 i ta" PFH (Tw CONCRETE SCREW STEEL STEEL H 1/4"x 31(k PFN I?W CONCRETE SCREW STEEL I i(4_"X2-i!4"PFHfTWCONCRETESCREW STEfL J ila" X 3-3la" PFH ITW CONCRETE SCREW — --------- STEEL -- S M ID XSTEEL_ 9 X 2-i(4"PFH WOOD SCREW..STEEt, 7 WEATHER STR_fPPING BY ENDtlRA (QEBD65fi} FOAM 9 ifl STEEL tii 9 X 3J4'PFH WOOD SCREW y STEEL i7 KW€KSEF KEYED ENTRY SIGNATURE SERIES STEEL IB KWIKSET DEADBOLT - SIGNAtURE SERIES 980} STEEL 2i HEAD B. S4DE JAMB POLY NBER 27 lATCN STRIKE PLATE STEEL -- 2B DEADBOLT PLA?E STEEL 3D l700R 80TTOM SWEEP BY ENDURA VINYL 34 OUTSWiNG BUMP THRESHOLD AEUM.1 WOOD 33 4NSWING ADJUSFABLE THRESHOLD BY ENDURA_ ALUM. WOOD 4D OR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION -SEE DOOR PANEL DETAH. SHEET FOR CONSTRUCT40td DETAILS 41 DOOR SKPN MIN. D.D7S' THICK FIBERGLASS a2 TOP RAIL - CELLULAR PVC 43 LATCH 1y H(NGE STILE CAP CELLULAR PVC 44 tATCNSTiLE LVL as RAit cELLULAa PVcB_ar_roM __ FL}AM BY NAN YA - 97 fflNGE SETHANE I I 2215/2C 17 Florida BoOdlog CXlo 011hre CIS N"ne 24 I!, ,5r q,ps, 3? A 7 d Product Approval USER P,01 r i[D Application Detall FL FUI5213-R2 Appl;c3tior, Type Revision Code Version 2014 Application Status ApproveC Comments Archived Product Manufacturer Plastpro Inc. / Nanya Pla-;,ws Corp. Address/Prone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 15 rsckw)vwbldcgconsul tants, corn Authorized Signature Vivian Wright r:ck,N iprw bldgcorsul ta fits. Com Technical Representat;wa Scott Johnson Address/Phone/Email 5200 V/ Century Blvd. Los Angeles, CA 90043 wi)) 969-9773 Ext 13 sco(t;ohnson g)pfas!;)romc.com Quality Assurance Representative Ron O'Connell AddressJProneJernail 5200 w Century Blvd, Los Angeles, CA 90045 4,10) 969-9773 Ext 16 roconnell(t)Plas'pro.com Category Exterior Doors Subcategory Swinging Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professioral Engineer E,/aluatior, Report - Har1copy Received Flor:da Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report wior:da License P`;-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contras.. Expiration Date 12/3 1,'2 0 13 Validated By Ryan J. King, P.E. V31idal,jori C;)eckhst - Hardcopy Received i* lndeperdolice 1 7 1 L L Re-erwiced Standard and year 1)( S.'ardarc'} 5tAndard Y&MIC 101f1,S.2 1997 5, 2,`,1AFS 2002 AAMA,:1oVDMA,'CSA101,':.S.2, A4,10 2005 A-SMM E1336 2002 AF>T,M E1996 2002 ASTM E330 2002 i AS 2011, 202, 203 1994 https t,,vN%,q loridabuildirg,or prlpr—app_,"tI aspx)par-it-i=,tvGE,/XQwlDqv3y'4'NJKJZIQRC3FgPGdqgzlTp°'a2t)KN4,J,f qENt)kvriVgYIC(iaB()%3(1*1o3d 1,5 21 t,5r 21C, 17 Florda 1-aldirg C,xlti Drilre Fqi'JI /ah-!nce OF P,,,)du,:,, 5-andards cer"lf;ed By Sections from the Cod,= Procuct Approval MaIhod m tnai! I Option D Date Submitted 04/2812013 Datt,, Validated 041129/2015 Dace Pending F6C Approval 05/07/2015 Date Approved 06/23/201.5 Summary of Products Go to Page FL # Model, Number or Name 15213.1 a. Srnooth/Ylood Gram/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213, 1 for Design Pressure Ratings, any additional use limitations, installation irstrx'lorS and product parliculars, Page 1/ 2 twi Description 6'3 'Impact" Opaque Fiberglass Single Door Inswing/Outswing (X - Configuration) Installation Instructions Fl!-15-213 —P1 K Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Cr-,31ed by Independent Third Party: Yes 15213.2 b. Smooth/Woad GrainlWl'ite W,)od 6'3 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Ins,,,/ing/Outswing (OX or KO Fiberglas-, Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, R.E. 13,109 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 152112 for Design Pressure Ratings, any L 1 52 a-P-1 -A--- -L, additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152113 c. SmoothiWood Grain/14/')(te Wood 6'3 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/RustiC/,'-laf,,oqany Series utilizing "Snap Frame" Glazing - Inswing/outswing (OXO Fiberglass Door Configuration} Limits of Use Installation Instructions Approved for use in HVHZ: No dl:Ll Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43,109 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 15213,3 for Design Pressure Ratings, any 5- 1 L—P -1 E —/ -1 -- 5 --11, additional use limitations, installation instructions and product Craied by Independent Third Party: Yes particulars, 15213.4 d. Srroot,,-i,"N,,)od Gra,n/Whia w:,.cc 6 3 "Impact" Opaque Fiberglass Single Door with Sidelite 3r,3,n/RL,stjc' imahogarry Series utilizing "Lip Lite" Glazing - Insw rig/Outiwing (OX or XO Fiberglass Door Configurations; Limits of Use Installation Instructions Approved for use in HVHZ: No 4 -"!— Approved for use outside HVHZ: '(?s Vrifted By Lyidcn F, Schmidt, P.E. 43409 Impact Resistant: Ya5 Created by Independent Third Party: Yes Design Pressure: N,'-\ Evaluation Reports Other: See INST 15213.4 For Design Pressure Ratings, any additional use limitations, instailit;0r) instructions and product Cr,-3ted by Independent Third Party: Yes Dartjculars, 13213. 5 L. Smooth/Wood Gr1in/White ',N,),:,d 6'3 'Impac- Opaque Fiberglass Single Door with Sidelites Grain/ Rusric,'Nlahogany Series utilizing 'Up Lzta` Glazing - Inswing,, Outs Ni ng {OXO - Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ; No 5 Z11—Irhilt- pS, wNw 'l(-r;dabuildirq.orgtpr,pr app am=wGE1/XQw0qv3y1P/KJZ !QRC3F.jPC,.w,1(11)zlT,ol/o2bKN32OqENbw'iVgYlCriaBQ" Ml.aspx9par. 30,%3(I 215 1 1 2,'1,51?0 17 Florda Suildwg Code Orlwe Approved for use outside HVHZ: Yes B,, Landon F. S,1-hrrj,,-ft, P.E. 43409 Impact Resistant: Y:!5 Created by tnd.3po,id,rlt Third oWi: Y's Design Pressure: Pl/-\ Evaluation Reports Other, See INST 1521,15 `or Design Pr,5iur-, Rjbrrcji, any F; 1:1 p, 7 :ir altCll(lonause ltrni0t:COS, Irs"all"Ition . rlstrand product Crwatz!d by lrdependeri, Tnir' Pirfy: Yes pari Mars. 152 L3, 6 f, S(roott,,",11ood W,-)od 6 3 "Impac," Opaque Foereflass Double Door Grain/Rustic/" Mahogany Series jt1s,,,jinglou'sning (xx - Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No E113 I Approved for use outside HVHZ: Ye-, Verified By: Lyndon F. Schrridt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/ A Evaluation Reports Other, See INST t5213.6 for Design Pressure PI*sWg;, any F-11ii I P —2A 7- u -I I —S additional use limitations, installation mst,,iclions end product Created by Independent Third Party: Yes particular, 15213,7 g. Smooth/Wood Gra r,'Wtite Wood 6*3 "Impac" Opaque Fiberglass Double Door 'N i Uh Sidelites Grairi/Rustrc/,'lahogaril; series utilizing 'Snap Framr" Glazing - InswingiOutswing (QXX0 Fiberglass Door Configuration} Limits of Use Installation Instructions Approved for use in HVHZ; No P2 Approved for use outside HVHZ. Yes Verified By: Lyndon F. SchrTirdt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/ A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any Er_ 3 2 j R I A;:/ 31 1;l 1 7 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 1S213,8 h. Smoothl'Nocid Wood 6'8 'Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXX0 - Fioerglais Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No JE-1 52.3 p 2 11 !,' -E 13 L-IfApproved for use outside HVHZ: Yes Verified By: Lyndon F, SchmAt, P E. 43409 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other, See INST 15213-3 for Design P,es5ure Ratings, any LL= additional use limitit, ons, installation instructions and product Created by Independent Third Parry: Yes particular;. 15213.9 i. Smooth/Wood Grzim/lil/hite Wood 6'3"Non-lrnpaC'" G1,37.ed Fibre5-glass Single Door utilizing Grain/Rustic/"Mahogany Serie,,, Snap Frame, Glazing - Ins,,ving/Outswing (X Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No a 11 -E 2 1- 152 "1 -1 -) 111_ Approved for use outside HVHZ: Yes Ver&eio By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other, See INST 1521,19 for Design Pressure Ratings, any additional use limitations, Wstalldt;on instructions 3nd product Created by Independent Third Party. Yes barticulari. I i2l 3, 10 j. SmoothiWood Grai-VNhite %N00C 6'8 "Non -Impact" Glazed F:berglass Single Door with Sifjedite Gr3in/Rustic/i' 1ahogany Series utilizing "Snap Frame" Glazing Tri5wing/Out5wing (')X Or X0 Fiberglass Door Configurations} Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Vrified By: Lvndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; Ni A Evaluation Reports Other*, See INST 152 13, 10 for Design Pressure Ratings, any R2 AE -,3i additional use limitations, installar: or, instructions and product Created by independ,:int, 7'1rrJ Party: Yes particulars. 152.'3. L' k, Snn,,)ot.1i/Wood Gri+r,/While W)od 6'3 "Non -Impact" Gia::'d ;,IerglaS3 Single Door with Sidelites Grairi/quitic, i%,13hogany Series utilizing "Snap Frame" Glaz-ng - 7rlswing/Outswiriq (OX0 - F,trergla,35 Door Configuration} Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Vrified By: Lyndon F. Set rmdt, P.E, 43409 Impact Resistant; No Creatad by Independent Third P:ir"y: Yes Design Pressure: NiA Evaluation Reports Other: See INST 15213. L I for Design Pressure Ratings, any additional ,6" limitations. installation jiostruc5ors and product e J a ar' V: Yes Created by Independ rt 7'I jr particulars. https i\,vww,;I( w, dabuildit.orq(or,pr.lpp Ittaspxlpir,3t-,i=,4vGE'/XQwtDqv3y'JliKJZ'QRC3FgP,,'>dqgz!Tp'ia2bKi\4J2CciENbwkiV)YlCriaBOO=o3OOo,3d 315 211 ir2017 Florida Buildi+rg Code Onhre 15213-12 S ooth/ytoal G-a n('rti'ir._ N,»d 63 "Non I(»pac," Glazed Fiberglass Double &)or atil+zsng Gra:nr`Rus ir., rahr)gar/ Stiles rl Sra€) Frame„ Glazing - Inswing/C,,ts,vny (XX - Fi`) ergla:is 0,),)t C)rfigurauon) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes V ificd By Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Resign Pressure: N/A Evaluation Reports Other: See INST 15213. L2 for DesignP ess +e Ratings, any r'. n? r 3 ?" additional use limitations, +r staliat:on rst-,, tions and product by Independent Third Par y: Yes parti€: ularS. 15213 13 no. Smootn/iivood Grain/White Wood 6'8 "Non-lmpact' Glazed Fiberglass Double Door with Gra; nJftus_i rrlahoga')y Series N S(dei t3s utilizing "Snap Frama' Glazing Inswing/Outsw!ng Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F. ? L 3 P, 1' I -s_152 33 t ndf Approved for use outside HVHZ: Yas Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by lndependent Third Party: Yes Resign Pressure: N/A Evaluation Reports Other: See INST 15213,13 for Design Pressure Ratings, any F ? R? aZ E-11 15213, 3.nG p additional use limitations, installation instructions and product Ci eated by Independent Third Party Yes particulars. 15213, 14 n.hSmeioth/`Hood Grain/Whyte Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/ Rustic/ Mahogany Series N Lite" Glazing - Inswing/Cutswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ- No Approved for use outside HVHZ: Yes V _rifted By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by lndependent Third Party: Yes Resign Pressure: N/A Evaluation Reports Other: See INST 1S213.14 for Design Pressure Ratings, any F'_e 2` ` R2 A,F E13 15 additional use limitations, installation inst,iccior:s and product Created by Independent Third Party: Yes particulars. 15213. 15 o. Smooth/Wood Grain/`Plhite Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelita GrainJRusbe/ Mahogany Series N utilizing "Lip Lite" Glazing • (nswing/Clutswirg (OX or XO Fiberglass Door 3nfigurations) Limits of Use Installation Instructions Approved for use in HVHZ: No r—_51LI li Approved for use outside HVHZ: Yes V rifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Resign Pressure: N/A Evaluation Reports Other: See INST IS213.L5 for Design Prrxssur- Ratirrgs, any S2 aE Sral z5'.3 15 .' additional use limitations, installation ir7 rug io,rs and product Created by Independent Third Party: Yes particulars. 152L3, 15 p. Smooth/YiV)od Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with S+delites Grain/ Rustic/!Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Gutswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No I° i -'' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Resign Pressure: NpA Evaluation Reports Other: See INST 15213,15 for Design P essura Ratings, any l--,- p addit; onai use limitations, installation :nstr.chons and Product C, eat°d by Independent Third Party: Yes particulars. 132: 3.L7 g. Smootn/Mood G aint bite Woad 6'8 "Non -Impact' Glazed Fiberglass Double Door utilizing `.Lip GrainfRustic, Nlahogaoy Series N 4Re" Glazing - lnswingfOutswing (XX - Con`!qur3tiun) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ: Yas Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Resign Pressure N/A Evaluation Reports Other: Sae INST 15213.17 for Design P!es urn Ratings, any r 11 'i3i additional use hmitatzons, installation rstr,.clions and product Cr'eat-u oy Independent Third Party: Yes oaruculai• s. 15213. L3 Smootbj Hood G,a+n/ rNhite 'iVood 63 "Non-impac Glazed Fiberglass Double Door with Gia nJRustic%Mahogany Series N Sidelit.s utilizing "Lip Lite" Glazing - Inswwg,0ut3w4ng (OXXO Fiberglass Door Conr'igurafion; Limits of Use Installation Instructions hitps: iwww lla(!dabuildir)g :r,?fxipr_app_dtl-aspx?carat-,=wGCvtXOwtOgv3yWKJZ'QRC;3FgPGdg9zlTp11a2bKNJ20gENkw liligYlCnaBO'43 ';o?d 4+5 2150i ,17 Floc(la 8fal,111,t; C(,ee Approved for use in HVHZ: Noy Approved for use outside HVHZ: Yi f3-y-L,/---(Ao-ri F. Sc'nrl P, E Impact Resistant: No Creat>_d by Independent Third Party Yes Design Pressure: N/A Evaluation Reports Other: (N5T 15213 113 parlIgs any additional us '11 lati,)r wscr',:tfor)S a rd pro(!jct7 irnllrz is, inst, Cr atafl by Independent Third Par'y Y S. t5i i 3. s, Smooth/Wood Gra rl/11/hite 1,111)or-1 3'C "L-ioact" Opaque Fiberglass Scflgl Door Gr. qir,,/Rustic/Ylahogany Series N Insvi; ig"Outs-,v i fig (X - Corfigurzit,on) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ; No j E, Z—41-3— —R1--j,-j 15 ' ' -L)—) " Approved for use outside HVHZ. Y,2s V=ritfed By Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: MST t5213.19 for Des;gr Pre-ssur---, Ratings, any additional use limital::Orls, lnsliallat+,,)ji ir.Stuctions and product Cr,-,atad by Independent Third Party: Yes particulars. 152! 3,20 t. Smooth/Wood Grairl,`Nh(te lifocid 8'() "Impact" opaque Fiberglass S,ngle Door with S,dehte Gr3in/ Rustic/Niahogany Series N utilizing "Snap Fran -le" Glazing - Inswing/Outswing (,CX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No EILU Approved for use outside HVHZ: Yes Verified By Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Y-s Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, INST 1521120 for Design Pressure Ratings, any E1 _i2 3 P 1_AE F , I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, page 1 2 GotoPageAAE[,' -) o0yer C_, ro, r: G .caff— ,majd 3,Jf`j-is V. PaW If Jo rOu, ., nall adc"ns -eso,)"Se 10 a il.tik 10 not se,", I °0, , j'd :tfo, '9 0 3 C a, rvx,Qia I mad I yo, tlii,e a tlrt3!t J a, 19S, 15k art t c_ air Is '14- msl t!e 15a 75oCa3, rar, octooet 1, 2012, kcm'sa- De '5" 1 ,l- off,,:ji C.0137 ...... Ca':G,, .ti, V.e ilcvseaol'lises 3,9 pw*c ca If jo of ,ill 0 %ooly 'i pof%onal Dleie : ll, W" 3" _ml,l 36,1.ess hlc, can tl, mad, 3,3,13we -0 "i" 10der 4,a , F, S- pldaSt -11CK 1011 , Product Approval ACCepts; pp LI M Safe M=177 I I IM littps www,4QF1dabUl1dirg. orj;)r,rr apo,,Itl,,ispx'pariin=wGF-\iXQwtDqv3yVl/KJZIQRC3F9PC,(.Iqgzl'rp°lo2bK,\IJ20qENwciNigYtOiiaBQ'93d91;30 5/5 fir Ias ro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON-impAcr' GENEPAL NOTES I . This product has been evaluated and is in compliance with The 5th Edition (20I4) Florida Building Code fF8Q structural requirements exciucf4ig the "High Velocity Hurricane Zone' HVI-iZ). 2 Product anchors shag be as listed and spaced as shown an details. Anchor embedment to base manorial shall be beyond wait dressing or stucco. 3. When used in areas cequitir-Qvvind borry debris protection this product is required to be prve--iecf with an impact resistant cover', 9 lhaf complies with Section 1609. L2 of the FBC. 4. For 2x stud Training comtruclion, anchoring of these units shall be the some as that shown tar 2x buck masonry construction. 5. Site conditions that deviate from the details of this droving require further engineering onolysis by a licensed engineer or registered architect. TABLE OF CONTENTS SKEET DESCRIPTIONI I Typical ele-votion5. design nrnu0C5, &general rotes Z. boa poneldelails 4 verb, CaS - se - ctions -- ----- Buck and frome anchoring - 2X Lock masonry construction Warrrie --ancho-ug - I X itud rnosoriiry construction Imof r.mterras gi=6 defogs & car.?panents 2 a 0 37.5T MAX, OVERALL FRAME WIDTH I FULL LITE 37WMAKOVERAU FRAME WIDIH 3/4 LITE OVERALL OVERALL GLASS DESIGN PRESSURE (PSF) SWING FRAME D.L.O. TYPE POSITIVE NEGATIVEDIMENSIONDIMENSION 37.50- FULL LITE 21,00" x 79.00' 47.0 47.0 INSWING x 3/4 LITE 21.00` x 63.00' 47.0 47.0 GI 37.50" FULL LITE 21 .00" x 7?.00' 47.0 47.0 OUTSWING x 47.0 1 47.06.5T 3/4 LITE 21 .00" x 63.00' 1 AK z PIE 1E htf, N T.C. a, ;K ay 1-s hxtiw -- 135,75'MAX. DOOR --j PANEL WIDTH 2t W MAX. r) I r) winTH d tz t QQQR FAkflt F L4 N e INTERIOR Gt E:4 EXTERIOR u v 43) i j HORfIO TAL CROSS SECTION, 3jYS'MAX DOORDTHFA?4EL WI 21.W-MAk 2 D,L 0. WIDTH atvc L YCH (4D4 'A ce&Aar PVC T 2 QT-IQM- PVC 7) ME REINFORCEMENT 1 5) CeUor EI 1L 01 1 -I z- 042---- fill f t 0 ab z E Z INTERIOR EXTERIOR J2 VERTICAL CROSS SECTION 2 02116112 T.S. er JK tL-152i3,27 t. I lAll mw MaKem EXTERIOR 3 HORIZONTAL CROSS SECTION r 0.15" 015' 4 C'SINK C'el 4l ' SINK OL ITIP) (IYP,) C21C20) 40 F da c z Ur 5 P om 0 a. tj CD Va to 1 /4" MiN_ EMS. (TYP.) ri INTERIOR INTERIOR IV 77 7/71, J V tt 021161;2 EXTERIOR EXTERIORL LM ollcBY JK 207HORIZONTAL CROSS SECTION J2 HORIZONTAL CROSS SECTION_ 7; MZW ul= - kwMng IL-152 J.2/ F , 3 .) Wswing shown - inswing \3 also cmoved olso SKET 3 7 12 ownCE)- D c; ;D oj - 0 DB C h, h an 0 CL C4Oj, t (4 2l 21) EXTERIOR 8 INTERIOR EXTER INTERIOR 2-VERTICAL CROSS SECTION FL n si-rttWw—i —xsub- Zk--- VERTICAL CROSS SECTION L EXTERIOR INTERIOR EXTERIOR INTERIOR " C40) xl V) Cl 30 400 34, A I'll 4 3i) rr C3) 1 DATE 02116112 4-' yKKLF S VERTICAL CROSS SECTION VERTICAL CRC15S SECTION outsAw on FL config'Kahon — 152 13,27 kzwv conrWoft77 5'w4 (W 4- i -41---i TYP. HEAD L 5; 6 JAMBS TYP, HEAD & MASONRY MASONRY JAMW z *zu OPENING OPENING all CD CL 14L M CW FRAME 11C 2XBUCK z z 2X BUCK zi HINGE MAIL a 3 rae, TYP. 4 SILL 7 26 BUCK A14CHORWG HINGE JAMS FRAME ANCHORING STRIKE JAMS COO CRELE!kf HQF ttQr6S Mosom-I 2X beck construction co,,ctore anchor locations of the corners atcy oe actistecf to mcvntoln the fuirl. oge distance to mortat joints. 2. Concrete nc"or Iocot ans noted os"MAX. ON CENTERnvAt be ackusted to 0maxrtaktfilerriirt. edge distance to ffrortcy idints, acattlanof concrete oricttorst Incy be teqeired to ansve the 'MAX. ON CLWERainransiori are not exceeded. r 27 3 Col;uefiv anchor tuLde: ANCHOR ANCHOR MIN. MIN. CLEARANCE MEN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR LATCH DEADO MAIL ITVV TA Sul: N. T. JK Co—N ELCO ULTRACON 1/ 4' 1-114" 11 4' LFS WOOD SCREW WSTALLAtION MOTES. 3.11 1. maintain a nirinturn 616't e distance. I* end distance, i'o.c ;pocOg of wood screws to Wevent the spIii-t rg of woad'. A7, z IM HEAD z z 600'td z MASONRY JAMBS Z0 X0 0 OPENING c0 t,I maaLL zli cli HINGE DETAIL 0 FRAME i6 cl G 1 X BUCK cuOF,, TYP. SILL 27 PATCH &D 08OHITOETAIL E vs NgJE JAMS FRAME ANCHORING_- L STRIKE JAMB Mcisomy 1 X buck corstniction 2. Cu fe -f— kucuti aot,,a as -MAX. ON CENIrk- —f bo 04"ad to y I- twi-ed to e—e IIV -MAX 0 CLNT'W'(kf*tev ti o!0 W1 cc,—t —i— tol' 41. 4-l"' MI — mJ-N—C—LfA—RAN(,f—W.7,UA ANCHOR ANCHOR N. u A-ICI It A U I TYPE SIZE EMUDMENT TOM SONPY TO "J C "N 41 WE 021; 6112 CHOREDGEANCHOR trW - YAPCO 6 W60 4* sy Ji ULTRACON TiVi Ow 91 L TAPCON alit 1-114' r W0WSCR'[ w0iST,q!An ES- L - 1521,5.2 7 1'. nd wood to te e'. ft',, S(hui%; 61 wow ITEM DESCRIPTION MATERIAL A t X BUCK SG >= 0.55 WOOD _ t. B 2X9UCKSG>=4.55 WOOD C 4' MAX SHIM SPACE p I /4" x 2-314' PFH EtCO OR ITW COF4CRET SCREW STEEL E MASONRY J,E7Cl4 PSf MIN CONCPETE CONK7RMiNG TO AC! CONCRETE I 30} OR HOLLOW BLOCK CONFORMING TO ASTM Cy0 F 14' x 2 3(4" PfN IiVJ CONCR€TE SCREW STEEL CONCRETESiEEI ri i(4'x $ t(4`PFFi €TW CONCRETE SCREW _ - STEEL _ l I4' X 2 1(4"PFH ET N CONCRETE SCREYJ STEEL i14` X 3-3f4" PFF{ STN CONCRETE SCREW _ STEEL I rz° Pft{ WOOD scREW STEEL M 4 X 2 i( 'PFH WOOD SCREW STEEL FORCE ,, WEATHER STRIPPING BY ENDURA FOAM S COMPR€SSION W€kTHER SIR€P OCON 650 BY SCHLEGEL FOAM 4 4" X 4•• B JTT HINGE T€€L iG 9X I Prri WOOD SCREW STEEL t 1 h9 X 314" PFH WOOD SCREW STEEL I7 Ks^itKSET KEYED ENTRY -SIGNATURE SERIES STEEL I& KWiKSET DEADBOtF SFGNATiJR€ SER€ES (7F3tYj- _ STEEL O tJGER JOINTED PING FRAME, HEAD & HINGE JAMBS _ _ WOOD 21 PC7LYFiB€R JAMS COMP. t VINYL 2J LATCH STRIKE PLATE STEEL 28 D€ADBOLTPiATE STEEL- _ s0 SNSWiNG VINYL DOOR BOTTOM SWEEP BY EtdDt RA VINYL— 31 OUTSWiNG BUMP'tiR€SHOCD ALUM. /WOOD 32 VINYL t?CC30R BOTTOM SWEEP #3628 BY HOLM Ehi VINYL 33 tLdSWiNG ADJUSTABLE THR€SHOD D BY .NDURA ALUM. (WOOD 3d INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. (WOOD JB GLAZING SPACER ALUM. 34 SNAP IN LITE FRAME ABS 4." DOOR PANtL SEE DOOR PAtvEI DETA•L Sf 4EET FOR CCr"FSTRtFCTION DE`FAItS d: DOOR SKIN (MIN, 0086" TH1C ___ FIBERGLASS_ 42 TOR RAIL CELLULAP, PVC 43 LAFCH 8 HINGE STILE EDGE CELLULAR PVC _ 44 CONi1NU0US LAFCH l3, HINGESTSLER€li FpRCEfhENi 45 BOTTOM RAIL_CELLULAP. PVC 4b PCtLYURETHANE FOAM BY NAN YA _ POLYURETHANE 47 STl;E REINFORCEMENT STEEL 48 RE NFORCEMENT RETACPl;FdG SCREW ---------- NYLON 4? GLAZING COMPOUND _ SILICONE F . W?•. `GS B n w 2.41' _..._..2t3 J f(EAD4SIDE /ttttt f `` ht o H z20 mftrttYr ; z = U k Ji 7 ADJUSTABLE INSMIlG TH44ESH LD UY r 3 r 4.5b" w o` t v: n a; a m{r 7 z r FigaD s SIDEi1Pc4iaw t V% AD,IUSTABfE INSWING TH fR SHp€U . - I? - 34 - Him j t 4 z sum- 14 t S ° O FSWING BUMP 7H&OHOLD 1t'' cvt wac rxr FL- 75213.21 0 ss«tr 7 7 BKC OF MATERIALS 2J1512017 Florida Building Code Online dbpr iot 13('15 tilwlIQ Lag In User R"'J'sr'at'oo Hot T"P.cs s,t)—t &-abhcal'ons FBC szaff Ficis Site Moo Ur*5 Search j1Product Approval USER' Public User Application Detail FL # FL5302-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1307 robert.richardson@entrematic.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 bra ndon.gentle(q)amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 d)oynern-a amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer, I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) aLmdArd ASTM E 330 DASMA 108 Equivalence of Product Standards Certified By Year 2002 2005 Sections from the Code https:,Itwww.floridabOichng,orcyprtpr__,app__dti,aspx7paraiTi=wGEVXQw(DqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 1/5 2/15/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/26/2015 Dale Validated 11/09/2015 Dale Pending FBC Approval 11/09/2015 Date Approved 12/15/2015 Summary of Products FL # Model, Number or Name Description 5302,1 Amarr Stratford 1000, 2000 (M600); Dwg. IRC-6016-140-24, 10'Thru 16' wide Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-318 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. 5302.2 Stratford (M600); Heritage (M950); 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 EL5302 R7 R Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 A= f if ,-24 Report 7-10 FL.odf Created by Independent Third Party: Yes Dwg. IRC-6016-145-24, 10'Thru 16'wide, Installation Instructions EL5 3 0-1 _a2_jL_1 R_& Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC-6018-1 10- LS, 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. + 18,2/-20.6 Other: Design pressure 1- 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 R7 IT TPC-60LI,' 1--I 7-t0 FL Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 _L= Created by Independent Third Party: Yes 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-15, 16'2 thru 18' wide Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: TONI SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other. Design pressure +21,6/-24.5, Not for use in HVHZ. FL5302 - R1E F CA-60LS_ [RC-.15 Glazing option shall not be used in wind-borne debris region Ereatecl by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.5 Stratford (M600); Heritage (M950); Dwg. [RC-6009-110-11,Thru 9'wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: TONI SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. + 19. 1/-22.6 Evaluation Reports Other* Design Pressure +19.1/-22.6, Not for use in HVHZ. FL5302 P7 A= IRC 6t09-11v-11 R eoort 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. https:ilwww,noridabuilding.org(prlpr_,app__dRi,aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LO[g%3d 26 1 2/15/2017 Florida Building Code Online 5302,6 Stratford (M6CO); Heritage (M950); Dwg, IRC-6009- 100- 11, Thru 9' wide, Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No r I L ' i _L_ __4LLL , 1 c r ) t' u Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: 1-15.81-18.7 Evaluation Reports Other- Design Pressure + 15,8/-18,7,Not for use in HVHZ, LL53LDLR7 Ate= IP_'.-6(,q)9-*,0O-tl 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-6009-120-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 5 3 0 2 R 7 It I R C - 2 _01 5 _Ora,virx 7 -1 FL Approved for use outside HVHZ: Yes Verified By: TON SHELMERD[NE 0048579 Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: +22,81-26.9 Evaluation Reports Other: Design Pressure +-22.8/-26,9, Not for use in HVHZ. ELK)02,_R7 AE 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-6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FUIJ?_Jt7 It IRC-6009-130-15 Dr i4ing 7-I0,fL.1i—If Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26,7/-3t.6 Evaluation Reports Other: Design Pressure +26.7/-31,6, Not for use in HVHZ. F Q? R 00 L3 -_15 -,rt 7-',j 2 1L5.L _!_ _R p_ ILI - 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-6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No ELIN2 R=_TPC-6009-!40-15 Dra,,,tirg 7- 11 FlfC 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.t Evaluation Reports Other: Design Pressure + 31,0/-3S. 1, Not for use in HVHZ. LL5302 R7 4\_L_LBC-6009-j40-15 7—, F1 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 (,1600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ; No FL'vyl- Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42A Evaluation Reports Other: Design Pressure +35,6/-42.1, Not for use in HVHZ. FL5302 P7 AE iRpoort _7-10 FL x1f 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-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No F1 5' 2 R7 'I Dr. ,/t Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45,3/-51,2, Not for use in HVHZ. df 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. 5302.12 Stratford (M600); Heritage (M950); Dwg, IRC-6016-100-15, 10'Thru 16'wide. Oak Summit (f,1650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL53U2 R7 Qriikiinq 7-L9 Ft_'d' https:,!Iwww.floridabuilding.org(pripr_appjtl,aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 315 2J15i'2017 Florida Building Code Online 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 + t5. 2/-17.2, Not for use in HVHZ. FL5302 Q7 A=(; C-5 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. 5302,13 Stratford (M600); Heritage (M950); Dwg. IRC-6016,110-15, 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: +18.3/-20,8 Other: Design Pressure + 18.3t'-20.8, Not for use in HVHZ, Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions EL53_(_')3P 7 —11 "- 1`1r'_-=-1cl-_ '-_ I EL_-gy` Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports EMU, R2_A 1_1Ry__ —6-111 5 --- ;112_i5 Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950), Dwg. IRC-6016-120-15, 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: +2 1.8/-24.8 Other: Design Pressure +21,8/-24.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, 5302.15 Stratford (M600); Heritage (M950), 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 FL5302 R7 H [RC- 7-1) 'L., _F 1 Verified By; TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Dwg. IRC-6016-130-15, 10'ThrU 16' Wide. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FS_R7A Created by Independent Third Party: Yes 5302,16 Stratford (M600); Heritage (M950); Dwg. IRC-6016-t40-17, 10'Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. +30, 1/-33,8 Evaluation Reports Other: Design Pressure +30.1/-33,8, Not for use in HVHZ. EL5 30 I 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, La"La"I Us :: 2601 sia" sfclna Rua(!, T311anaSscie 1l 32399 phone '60-4 8-3 4 The State of , londa is a,, AA EEO errolove, E=S irm nt ALCLIsuriU6-2L2ULe—luent : ; 1.wde, Florida law, r-rra-( addresses urol jltlobc iecofirs. It you do not want your e-mail address reledied in response to a public,ecords request, do not send electronic mail Co -,in,s ertt,Zy, instead, contact the office ov ohony, or by traditional !na'l. if you have any qve,itwus. please Contact 850.487.09S. 'pursuant to Section 455 2?S( 1;, Ilorida Statutes, affective October t' 2012, iicensees licensed under Chapter 455, ,S. must provide the Department with an email address if they have one, The .1malls provided may do jSed for, official communication with 'rQ licenSeO. However email addresses are public record, if you do not mil) to supply a ue'-so0al address, please pi-ri"Oe qh an qu,ail address h.clh can be made available 10 the Publ1c. To octo"we, if you are 3 licensee under Chapter 455, F.S_ please click aa=, Product Approval Accepts: mi LCOR_ El 0 Safe https-;AAlww.Horidabuildiiig.orgiprlpr2ppjtl,aspx?param=wGEVXQwt0qunL7seVZMFLLe00ysN2RYes%2bb>(zb2LOlg%3d 415 ADJUSTABLE ROLLER CARRIER 14CA IBRASAFE CENT HINGE A' ATTACHED V/ (I) L.' A 1/2' W/ (1) 1/4' • 3 R HOLT 4 MIT PER BRACY" 4E% HEAD SCREW A ib W i 3' 20GA STRUTS ATTACHED TOP RULER BRACKETPMIERRESEXXTIALRACKET V/ l/.' x 3/.' ATTACHED V/(3) 1/4'CRt X3/4' HEY HEAD SCREWS EAHEXREAD TER S ATEACHCENTERSTILE PER BRACKET TYPLCAL TOP FIXTLRES FN:T.S. SEE PAGE 2 FOR OPTIONAL 1 , ND STD S£CT19Mi-TSTRUTANDSTILEUYOUT \\ 1 TYPICALDURASAFEf£NTER_HIPXiE M.T.s02 16 GA RESIDENTIAL TOP FIXTURE ATTACHED V/ t3) 1/4' . 3/4' HEX LEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED W/< 2) 1/4' x I/2' DOLE AND NUTS SPLICE TRACKS AT THIS LOCATION IN/ ( 4) 1/4"-20 TRACK SPUCE SOLTS a MUTS SECURE TO JAW 'NTH (3) 5/11Y DIA x 1-5/B" UG a0.IS 1) D/16. OA. x 1-5/8• LAG BOLT ATTACHED TO .AHD AT EA .1" BRACKET 12 GA CAV. STEEL Pl 4EDW T(1) 1/4'-20 TRACK SAUCE BOAT a HUT OR ( 2) RIVETS STILE STIFFENERS (5) LOCATED IN HINGE HOLES) ON TOP SECTION ONLY TOP) HqES R RUTF STRU7 C AIT. ACiBEFOMTST<IEND NINGE { IS REa1U1RED) 1. GA ` 3 F B N c ' E ( TABLE 3) EN PAGE 3 FOR JAMB BRACKET SPACING t O TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL DOORS x 2A E SSSTRUTS 1t2) PERSECTIONw.7.S C a)ON DDKG TDP> vanSSMENTS TYPICAL STILE STIFFENER/ a) ON TIP SECTION NO, CLNNTT i N.T.S. ', v/ nsG A SEE TABLE . ON PAGE 6 H LEE (TABLE 1) ON PAGE 3 t70N HNACXET ED ii RITHOS DATE BY FOR STILE PLACETENTS % 4 % FOR STRUT SPACING A77ApiE0 r 16, w MAY VEN73 PROVIDE 70 s9 ri 1/." x 3/.' A 1i9A@O Tit418i/17CULDCDTT AlEBl 47 15JDs DU INSIDE ELEVATION t62 Bq MFCR DIPTIOAL NEX HEAD SCEWS IEC£D ,aD tiAHtS CPPp6 3' 20GA STRUT VENT) Or N$HSTRLCTED 9 low HEI D9 OU NTT, AT TAHED V/ AIR FLOW EACH 2) 1/4' X 3/4' O pgJT. S1Ef RETAINER i Dal ME 7 GS O7 1. PA. DUR/ SN'E NEX HEAD SCREWS 'M/ COgT. 9741 SfAt 0 18(1 9iED I4P4(a &71X CGKIRdfA7p1$ a 7 2 14R N ET END NOYG£ ATTACKEDATENDANDCENTER14GTHICKATW/ Q) I/ M x 3/4' STILES i. GA THICK ATTACKED ( HEED BRd .Y8691:tORF Y 2BGA STINTS HEX HEAD SCREWS 8 V/(3) 1/ 4- X 3/4' Ili® 9AtlK W31]13 O HEX HEAD SCREWS TT W ) 14" DURASAFE S 710N A - A iSi6£ VIEW) MAX SOLE 6 A;1tB41IAd1YPPA ROLLER CARRIERS ATTACHEDDyT6' WIDTH n-• .. SHt AI EACH HEAD AND 1SSTELE TO ENDSTILE V/ (2)1/4 3/.• )1' HEIGHT '^ oA A. ... NEX HEAD SCREWSPERCARRIER •nf A• ` y°°°Agan O1io7 $ s e, C`•'C'*-A''vi„a;!/j I o2Q 2. 7-BALL STEEL OR NYLON 2. 7-BALL STEEL OR TW1ON taMi tAAi ,4 No 0041 J . N•'U ^'.r $ SHORT S4V4 ROLLERS SHORT STEM ROLLERS - ' A L/ 7/ 16' RETAINER FOR V/ 7/16' RETAINER FOR NT£N,A V CAAA4 r TyT yy L 9 NON -THREADED SHAFTS wON-THREADED SHAFTS NAX TBM tYG DESIGN LO TYPICAL BOTTOM $RACKET• - 24.8 PSI' X'Q ' TYPICAL DURASAFE END HINGE y N.Ts _x^ , y yA, K® - ' d& a> N. i.$. sSTAN U IAM 3 '`P -. 4 tAaN 4es/T'r DCE NRE s TEST LOADS +.., e'Ct'4. <.0 kQA {3,pA. ` 32.7 PSFI4. NY 1) 5/16` aA x)-5/a' TWO (D ROWS or THEE (31 -3z2 PSi :2 °i Ul p Al.7K=E 3 BoLl ATTACHED AST EA JAIN'e BRACKET JAW 2 X 6 SYP UR SAf VENTS EQUALS 15 SU MIES E 2 e'Fg:LBa3i'r E"1i+$° 't^b F` 1iN 20 GA CENTEt OPTIONAL VENT DETAIL( N.T.S. i 6 f SPECRKATKMS AFD NDRS iE LL1ND IRON TK P KM R N1.w6FEAR0 TO DE VEH4f.4 TRAM](. THE METHOD OF TESTING WAS 7N SUBSTANTIAL s THE TLzoo DE - a TRANBTEaA¢D to DE tuDUL :ANRs. CONFORMANCE WRTH 7H£ PROCEDURE OESCR18E0 1N ASTM aAR Arco nroN'W°i °HDoo'aa°EiI 'ET4 N' vaRaN or nE Lob Z -SF REDTYAAEtflNSW.NWUM O4RtlN ioNDS a: 165 CAkN/# CMT VONSTCN-SALEx N.G 27M 330 AND ANSI/ DASMA 108, THE PRESSURES SHOWN ON THEnA, LBs/TT a Rn, 48s/FT MODEL /650 OAT{ SUMMif w/DuraSafe 2DRAWINGS WERE CALCULATED USING ASC£ 7-10 W T i THE ,S Dom ,vm HA B vNL a a MAN FACDRND BtilT RETURNER FOLLOWING PARAMETERS ( 5 FEET OF DOOR WIDTH IN THE EN AND :aTusm rTH sTANRApDS As ss AdAN BY DAmNA MODEL /600 STRATfORD wJDnraSafe DRSA S£CRONB SHALL BE zs 4A ' t.1 Anuv roman —1 MODEL /950 HERITAGE w/Dur&Safe V4-2D x 5/ 4'TRACK (1) PER ROLLER ZONE. ROOF A7 ANY SLOPE e0aR71c u HB+AU*T SPLICE BST AMH N. 1T 2' OALV sTm TRAa WINO SPEED (MPH) 155 i4T 731 728 722 O $gP90R'N0 HBncRaUA *°" a"" Be aEacNm Short, Lon;, Flush k Oak Summit Panel's OR c2f RIVETS TRACK T.S MESS .CST' BT A REtANa9 tR(BLSSMu tpN a(Ho LOb4 EXPOSURE LEVEL 8 C C 0 D R No" a RAS I ON TH r A E 3nN 10 YX7KA L 0004S- (8,qi BT RJ OAh DtJffi/J3 #BBtER TRACK MOUNTING DETAIL AHn% PAGE 3 rcA AIXXBONN. ooca 4mNR iac-6ins-i2-5 MEAN ROOF HEIGHT 3D' 15' 25 15 25' EKDciD BY A+E 05h 0I/I5/D3 N.T.S SEW 1 OF 3 B B 3' 20GA STRUT LOCATED ON THE TO' AND BOTTOM OF GLAZED SECTION ATTACHEDSMEX4ICADSCDV/42> 1/4' X 8/4' CENTERR£VS AT END AND CENTER STIL" OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYO UTS) B B B B IN OPTIONAL LONG _PANE0L To GLAZED SECTION (STRUT AND STILE LAYOUTS) 1oN0 PANEL LA21N0 OPDON AYAISABLE ONLY ON DOORS 156 THROUGH 1s'0 )HOE. DOORS LESS THUN 15.5 TIDE MUST USE SHORT PANEL GdA2.0 OR CLCS£D SECTCNS WOOD JAMB ATTACHMENT TO STRUCTURE P X 6 VERTICAL JAMB ATT--- TO WOO UWE '1211 TURF 5/16' X 3 LAG REVS STARTING 6' FROM ENDS THEN 24' i/2' EMBEDMENT) X 6 VERTIC._ JAMB ATTACMBAENT T{3 PDOO PSI tiiMACRETE KILT1 XVIX BOLT 3/9' X 4' STARTING 6' FR01 ENDS THEN 24 MC.(2 1/2' EMBEDMENT) MILTI SLEEVE ANCH 3/B' X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. ti 1/4' EMBEDMENT) ITW/RA+IS£T REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 I/2' EMBEDMENT) b VERT?C MB ATTI NMF_NT TO r3iQI K SihX'Sffii 3/4' X 3' TDTEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OFFASTENERS j (3' MART) AT 16' OX. (1 Ize' EMBEDMENT) j MILTI 1/4' X 2-3/4' KWI%-COY 11+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF I} FASTENERS (3' MART) AT 16' O.C. t1 1/4' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' x 2-3/4' STARTING 6' FROM ENDS THEN 24O.C. t1 1/4' EMBEDMENT) ( DR, USE FASTENERS FOR HOLLOW C-90 BLOCK) NLAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PREPARATION OF WOOD JAMBS BY OTHERS VO' iD CO+iCRET£ MiOLL11' BLOCK GRDtITED BLOC z STRUCTURE STRICTURE S7RUCT(XI£ STRUCTURE i u 1/ 2, MIN 2-3/4' MIN 1-1/2' MSN 4' 2x6 JAMB TYR 3' MIN e B 12PTIO3NAL SNORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) n ' 3 2` +3 -t i 10- 5/8' 11SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZ1AKi FASTENER DETAIL N. T.S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGIONGLAZING MEETSASTE1300-04 DeoroFr= e WINDOW FRAME OPTIONAL Decro INSERTS PROTECTION UVWITH UW PROTECTION TWITH tN. 3/;52' TNICK GLASS L(/ 1 O) X 3/4 PAN READ SCREwS A3i/,v, 91CR1 PAAFL MAOOY FRA1tE Al(' BE OV%LpA PATL'"N MOLDED INSIDE FRAME SECTION B—B AVAILABLE TRACK CONFIGURATIONS MAX SIZE %'jf0"j,FF 14' HEIGHT 8 y04 1,.. 16' WIDTHSHEtj2, ?t ev 1wT uriATKwS ., .b,, $ MGM LOADS ZI. a PSF z- 24. 8 PSF p,s` 't3 : .y' 10 eST LOADS B ". 32. 7 PSF 37. 2 PSF , -n ,4A3 FL a rr 65 CARRIAGE LOFT VIN3TW-SALEM Mt. 2IfW MODEL # 850 OAK SUMMIT w/DuraSafe MODEL # 600 SPRATFORD w/Dura3afe MODEL # 950 HERITAGE w/Durallafe Short, Long, Plush & Oak Summit Panel's 43' DRAIl9 BT It7 Dlri BI/lSjDJ LR,IHIK WI61B 1RC- 6f716-120-15 SIM 2O'3 ABLE 1 DCCR S7USPACfG(&*MCN%CD eEEDSECiK: C WGIF X4 1CP Haaff A B C D r E I f 1 G H I J K L M N T 6T 5VT 18V4 251tT 36114 431/T 541/4' 671Z T0' 5v718V425 v?V4; v7V4 73 vZ T 6' 5V7 15V4 22 Vr 331/4' 40 VT 151 1V4 58117 89VW 8F SO' 5 VT 18 V4 25 VT 36V4 43 V71 54114' 61 V7 72 1/4 85 vz 9 6 517 18 v4 25W 39 V4 46 V2'63 V4' 67 v7 78114' 91 112' 90- 5 VT 15 114 22 V7 33 V4 40 YZI 51 V4 58 V7 69 V4' 75 VT 87 V4 99' 9 6 51/7 18 v4 25 VT 36 v4 43 V7 54 V4 61 VT 721/4' 79 VT 90 V4 103 VT 1O 0' 5112' 18114 251,7 391/4° 46V7 6D 1/4' 67117 78 V4 85 UT 96114` 1091tT 196' 5VT 18 VT 251n 39V4 46 VT 60114 67117 811i4 88 V7, 102114' 11151171 11' a 15 Vrj 18 W 25 VT 36V4 43 VT 54 V4' 61 VT 72 V4 79 VT 9D V4' 97 VI 1108 14 1121 V2' 1T V 511T 181/4' 251Z 391/4' 46 VT 8D 1/4 67 vT 78 1/4 85 VT 961/4 1031tT 114 114 177 VT 12 O' 126' 13 0' 13 6' S' 12' 18 v4 25 v7 5117 18 V4 25 UT 5 UT 18 V4' 25 VP 5 V2' 18 v4 25 VT 39 V4 461,7 6o V4 36V4 43 v7 54 V4 39114' 46 V7 60 V r 39 174 46177 65114' 67 v2 61 V4 8B vT 152174, 109 vT 120 V4 ;1331/7 61 VT 72 V4 7917 90 V4 97 VT 108 V4 115 VT IX V4. 139 V7 67 VP 78 V4 85 Vr 95114' 103 VT 1141/4 121 Vr 132 V4 145 V2' 67 v2' 81 V4 88 vT 102 v4 109V1 120V4 127117 1381/4' 151 VZ 140' 5 V7 18W 25VT 39V4'4817T OOv4 67VT 81 V4 8B V2' 7t2114' 109Vr 123 V4 130 VT 144 V4 157 VT TABLE 2 TABLE 3 NTH SNP OR SK NO. 2 OR BETTER/C'AT Au.O VXD SwWW+dejR} Wig RE118QSD1 A U' DARH BDtFiRI BAAil(fT Ng7H8d AxED BafAeBRi AW QAX DPW m MAX SIZE AA3g5e snpprAAT 14' HEIGHT y;d4 li3wr, „x SIGN LOADS ar ,' ' 21. 8 PSf $ _ 2418 PSF Yj: 11% CS7 LOADS ,..••„> < 32.7 PSF * a A 37.2 PSF FLb: sn8114 y A m \ ga 165 CARRfAGE G1lR1T vIN3TAN-iAIO+. R.C. 2]iOS MODEL #650 OAK S13MMST w/ DuraSafe MODEL #800 STRATFORD W/DuraSafe MODEL J950 HERITAGE w/DuraSafe Short, Long, Flush & Oak Summit Panel's S3 I WIN BY {U WE 91/IS W CFAIWK lAAI&B D[OiD 8Y AM DAZE 04m/w RC-5016-120- so 3 D 3 211512017 Florida Building Code Online T" BUS Hone Log in Use, Re),Wat,ol, lior loiws Soma stats & raczs P,,bhcaz,orS "C. Staff 8cts Site Mail Ui-iks Se""I' Product Approval USER PUN.0 U'W' do rp j_ Application Detail FL 9 FL19715-RO Application Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the ROC 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/Einail Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 900) 234-4228 Ext 4644 Jonberrian@slbp.com on Berrtan lonberrian@slbp,com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA I0t/LS,2/A440 AAMA/WDMA/CSA 101/[.S,2/A440 Method I Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 https:,'twww,ncxictabLOidirg,orgtpr/pr2pp_ftl.aspx?param=wGEVXQwtDqtvA`/`2bxmzklhGu(BVSxiRNMfoPly6qPoEN%2be8TXyGDYCiAw%3d%3d Year 2011 2008 1/2 2115/2017 Florida Building Code Online Date Revised 02/14/2017 Summary of Products FL # Model, Number or Name Description 19715,1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ. No FI-1911 RO C CAC CC I 1-rrtn H-'Llda R2 Approved for use outside HVHZ: Yes ia:l 6Lr, If Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/16/2016 Other. See Installation Instructions, SWD002, and Product Installation Instructions Evaluation Report, PER3947, for design pressures and installation requirements, Verified By: Hermes F, Norero, P,E. Florida P.E. 73778 Created by Independent Third Party; Yes Evaluation Reports FI-19715 RO AF _Pt-;R3947 SS 20 2 Created by Independent Third Party: Yes Co rt- Us a62l 31 r on Road all.LhALiPl 2h2 4 7 1 The State of Florida is an AA/C,120 employer, Qpyrght 2007,?Qljl Stat2 of Florida.:; Under Florida Ia., email addresses are public records. If you do not want your email address rocased in response to a public -records request, 00 not send electronic thad in this utility. Instead, contact the office by phore or by traditional mad, it 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 if they have or,e. The errails provided may be used for official Communication with the licensee. Howo"r ernoil addresses are public record. If you do not wish to supply a personal address, please provide the Department will, an email address wh,Ch Can be made available to the public. To determine J you are a licensee under Chapter 455, F.S., please cIt,* here , Product Approva I Accepts; Eil LOA LE = GrrrJt' Card Safe https.11www.floridabuilditig.orgtprfpr__app__dtI.aspx?parati)-wGEVXQwtDq(vA%2bxiTlzkl[iGufBV5(iRNMfoPly6qPoEN%2be8TXyGDYCiAw%3d%3d 2/2 it4STAL' ATIOU'"N'TtA I UNf s f):%fSTAtiAU(J& ANCHOR IN RECALL AT EACH AFR_040ft 104 ATIGN S-COWN, alE NUMBER OF iN,.lALtAiIOI$APCHORS(,IfPfC!fl) IS rHt MINIMUM NUMBER OF ANCHORS i C, at I)Stt) FOR FRODUC! ISS I ALLAUONOF I HE MAXIMUM SIZE LISTL, 3 :VS:Ai:,LSCPViUU1A( LN$IAAAUON ANCHORS WtIHM A TOLERANCE OF IT/2 INCH 1 1 DL flit IU LOCATION FL SPACING LU 04 ANCHOR LAYOUT OE TAILS i IN W"qCV! CONSIDERATION OF UJARANCkSi 10114ANCESARk WJ5 UMULAUVi rvRONI ONE WSTAtLANONANCHOR TO THE NEXT. I S4 M AS RE LIUIREJAI EACH 04SfALLAhQN ANCHOR WITH LOAFS BEARING fAAXtV. UMALLOWABLkSHIM SIACKTOdk3/siNCH S"ChAWFIRE SAACt OF I(If, ifl(FI ff UPGRCATICKLUR5SHLMU! 5HAt A RE CONSTRUCTED OI HIGH DENSITY PiASIkORSffTFR S. FLAT INSTALLATION: FUR;FISTAUA7(ON INTO WOOFS FRAMM,,,, USE AS W()JR) LIKIST" TO ACHIEVE -, 1/2 INCH MF``MUM FMBEDM ENT INTO WOOD SuaSTRAIE INSIALLAIION S"&L MAINTAIN RUN, 318'EUC1 DISTANCE_ 6, FIN INSTALLATION. FOR INsIAH ANON INFO NOTAi SUjL) USE OR SfJ 1APPING SCRfWS, Of SUtfLC!fNI LEND f H TO Afk1fVE A MiNiMUM Of & THREADS A EN NEI RAIRJNBEYOND \41 iALAALL, WSTALLAI ION SHALL MAINTAIN MIN 318' EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: fGRNSTALLATION INTO WOOD FRAMING USE a JU WOOD SC BEVIS Of SUfHCt£NT LE NGTFi TO ACHIEVE I 1/1+NCH MINMMf" M FMRf0MN7INTO' WOODWBSTRATFE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1 X BUCK TO CONCRETE/MASONRY, OR OtR(CT[ V INTO C Oti 11iMASONRY, USE 000AI, IER : TW TAPCONS Of S0 F IC ENT LENGTH 10 ACHII:SE I 1/4;NCM F,T,% MUM E N!6170MENT INSTAL IATION SUAI I MAtNTAJN M N t 3/4"FD65 UfSIAN, F. 9. THROUGH FRAME INSTALLATION. FOR ,NSTAOAI`!UN INTO METAL STUD USE Ala SELF TAPPING SCREWS OF SUFE!OENT LENGTH TO ACHIEVE A MINIMUMOF 3 THREADS PENETRAT!ON RESCIND ME lAt 4110., 110 MINIMUM fFREELIME NT AND EDGE DISTANCE EXCLUDE WAt I r IN S, fE S, INC. V JNij BV I NO f I, MI I f U W 5 T LP -La, FOAM. 4PLIC K VENEER, F R, AND SONG, I I 9SISAiLATION ANCHORS AND ASSOCIATED HARDWARE MOST BE MADE Of CORROSION RtSISIANI MATERIAL OR HAVE A CORROSION RESISTANT COATILK, 17FOR HOOOW BLOCK AND GROUT f1b tO BLOCK. 00 NOT WSTAII INSTALLATION ANCHORS INTO MORTAR 10114TS ( OCT 0,SIANCE IS MEASURED f9.01M FREE EILGF OF STOCK OR i LICE OG MORTAR TO NI Ir TO FACE SHEET Of ELUL K 13, INSIAI CATION ANCHORS S,( At I BE INS IALI I,I) IN ACCORDANCE WON ANCtIOR. NIAVUfAC TUBER S iNSTALLATION INSINUCTC] INS, AND ANCHORS SHALL NOT BE USED IN StESTRI"T S WITH STRENGTHS icss I{IAN Ifft MIMMUM SIRENUUI StECIF iio By T HE ANCHOR MANUFACIUktR 14 INSEALLANUN A%(1,09 ( APA( I I ILS f0k TROLAJ( IS H(FION ARL LYASLU ON St BStRAT MAII,RIALS WTI 4 IMF fOt(OW;Na dkf)>F ki,,S A WOOD 6 CONCRETE MWIMUM COMPRESSIVE SIR, NLIH Of 3" PSI Co tROUTHLLCD(MU UNIT STRENGTH CCLSIIOkMS ICIASIMCq(IVVIIA MiNt-UM COMPRESSIVE STkFNLTU Of 2LW PSI AND GROUT LONUORMS D. tfOLLOW StOSKEMU MINIMUMWALLIRICKNiSS I AILIMLNUM M, NI%, NIMAO0YkAXi IS MiNiMOMWAlt TIOCKWSS(O 1; Lis'. MIN 1 /2 1 fGOF ')ESIAILI a -III 14 SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES, 1, THE PRODUCT SHOWN HEREIN ; S D FSKiNED ANN MANUfACTLIKO TO COM7_Y WITH THE SUL EDITION 2014) FLORLUA BUILDING (OUE ( tLIC), I,XCLUETNU Hvqz AND RAS SEEN EVALUATED ACCORONG TO TILL fOLLOWNG, V"OAAVUMA/CSAIOI/15. 2/ A44OL8/it 2 ADEQUACY OF THE i)( 61ING STRUCTURAL AS A MAIN W*41) FORCE RESISTING SYSTEM CAPABLE Of WLIHS I ANDING AND TRANSFERRING APPOED PRODUCT LOADS 1 0 THE UOUNDAT00f, 6 ICE FISACLN14eR fff OF IMF ENGINEER 00 A RCHIIEC 7 OF RECORD FOR THE VF10140 OF NSIALLAT.ON. 3. IX AND 2X SUCKS ( Wf,jN USiJ) SHAEI, at DESIaNfET A43 ANCHORED AS SPECIFIED HEREIN, kfffk TO SITE; I bCLR FOR Tia-ROXTAILSOF BUCK NISTAILAIL) IN THE INSTALLATION r)ET,!JLS DESCRIBED HEREIN ARE uf"CALC AND MAY NOT REFLECT ACTUAL CONIMNONS, LOR ASPFCiPICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO U, VIAIF FROM THE REQUIREMENTS DE EAR ED MERLIN, A UCLNSE T) iNGENIiR 0 t ARCHAE0 S"Att PREPARE SITE EC i4c OcCOMEN Is FOR USE WITH I "Is OOCUfAtN I IN ALLN HVfN AREAS.IN HvHZ ARIAS. OFft, fINTE PROULK I APPROVAL TO BE 091AINED FROM NFAMI- DALE BE IT OR TF S. APPROVED IMPACT PROTECTIVE SYSTEM IS REELLARED ON THIS JIkOUUC I IN AREAS REQUIRING 1,4RACI RESISTANCE 6 VV,NUQW G9AMI, MATERIAL PVC I IN ACCORDANCE WITH 14 SIM FIN NON f9C, WOOD C)"'PONEN is SHALL HAVE SEEN PRLSiRVAI LVE iRLAfED OR $,HALL it Of A UURAILLE SPECIES AS DEFINED IN NAFiER23 8 GLASS MET :IS THE F,( ULHkCMEFNSUf ASIM C 1300 C,ASSCLIARIS SELSFftLy6lORGLAZfNGULTAILS, TABLE OF CONTENTS SHEET PEV!SION. SHEET DESCIRIPT LON INSTAILATIONA&Et`*RALNOIES z ELEVATION 3 ANCE40A LAYOUTS 4 VERTICAL & HORIZONTAL - SECTIONS (NAIL FIN) 5 VERTICAL & HORIZONTAL SECTIONS (T'r OU6,H FRAME) 6 iORI7,ONTAL SECTIONS BUCK INSTALLATION, 6 GLAZING CAFTA L MAX OVERALL SIZE CoI` 1rt6 DES16+ 1 PRESSURE MISSILE I VPACT RATING WIDTH HEIGHT 36, 64- O/X35 / 35 PSF NON IMPACT 38" 66, O/X 50/ 50 PSF NON IMPACT 36, 74' O/X 50/ 50 PSF NON IMPACT 77* O/X 35/ - 35 FILE NON IMPACT 44' 62- O/X 50 / 50 PyF NON IMPACT 46- 72, O/X 35/ 35 PSP NON IMPACT 11. 84' O/X 20 / -20 PSF NON IMPACT sz, 72' O/X 25/ 25 PSF NON IMPACT 36' 83 75, Cl/X (ORIEL) 35/ 35 PSF NON IMPACT 46' P 96, COX (ORIEL) 20 / ZOPSF NON IMPACT 72' A;?, O/X O/X 35 , 35 PSF NON !MPACT 7 1 84' O/X O/ x 35 / 15 PSF NON IMPACT 76, 7 62 O/X-O/ X 50Sop,F` N ON IMPACT 76' 72,11, O/X O/ x 50 -50 PSF NON IMPACT 76' 77- O/X O/X 251 25PSF NON IMPACT 60, 14' O/X-O/X 35 1 - 35 FISF NONIMPACT 96, 741, oix O/X 30/ 30PSF NON IMPACT 108" 62, O/X O/X O/X 50 / 50 PSF Not,, IMPACT tz, 0/ X O/X Cl/ X 50 / 50 PSF NON IMPACT IiIV O/X O/x 0/ z5/ 25FSF NON IMPACT Silverline i IMAndersen z oZ Zu,! j- 0 4 01 z Z, I tE t z Z4-1 ELI woo In LIJ CP, Digitallysigned by Hermes F Norero, P.E. I SWD002 Reason: I am approving this document FL#: FL19715 ISHEET: I Date: 2016,02.03 09:40:44 -05'00' OF 6 MAX, FRAME MAX, FRAME Silver Line WIDTH 48 WIDTH 48" 5 Z z r6HEMAX, HRAE M MAX. FRAME T 96 HEIGHT 96' X i":) QUALIFIED CONFIGURATIONS z Lu DIZ ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 ILI I RATINGS, SINGLE UNIT CONFIGURATIONS LIx In 777 ELEVATIONSINGLE HUNG WINDOW ELEVATION SINGLE HUNG ORIEL WINDOW z MAX FRAME WIDTH 96' W lmm=0000 MAX. FRAME > ty WIDTH 108' QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL Z90249OZ RATINGS, TWIN UNIT CONFIGURATIONS rF rF 0 x MAX FRAME z HEIGHT 74" MAX FRAME EIGHT 84" K J nUJI mV) Z 0V, ELEVATION a s ELEVATION #: TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW W0002 SHEET: 2 OF 6 X- Z" MAX 1_ 11"MAX FROM Oc cORraEaS 11" MAX cc 2*'MAX FROM COWERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2' MAX FROM _1 1_ 4112'MAX CORNERS O.C. 4 I/Z" 0 L AX, Z' F MAX j 4 112" MAX FROM CORNERS ANCHOR LAYOUT MAIL FIN - TWIN SINGLE HUNG WINDOW 6" MAX. FROM 20" MAX CORNERS EI j cc 6" MAX FROMIFlCORNERS I oc 6' max FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW f 16 1/2' MAX Oc' 6" MAX, jFROM CORNERS 3/4' MAX, 1-r " 0 c t' MAX, FROM 00AWPIS 6" MAX. 011, VMAX, FROM CORNERS 6" MAX FROM CoRt',IER5 6" MAX. P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW 1 1_ 6'MAX Oc 6" MAX Oc. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12"MAX, Oc' ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW Silver Line'' z 61 z 4) Z CL O uj a JK U V) M,J Z Z :E DW& SWE)002 SHEET: 3 OF 6 Z' F MAX j 4 112" MAX FROM CORNERS ANCHOR LAYOUT MAIL FIN - TWIN SINGLE HUNG WINDOW 6" MAX. FROM 20" MAX CORNERS EI j cc 6" MAX FROMIFlCORNERS I oc 6' max FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW f 16 1/2' MAX Oc' 6" MAX, jFROM CORNERS 3/4' MAX, 1-r " 0 c t' MAX, FROM 00AWPIS 6" MAX. 011, VMAX, FROM CORNERS 6" MAX FROM CoRt',IER5 6" MAX. P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW 1 1_ 6'MAX Oc 6" MAX Oc. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12"MAX, Oc' ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW Silver Line'' z 61 z 4) Z CL O uj a JK U V) M,J Z Z :E DW& SWE)002 SHEET: 3 OF 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 98 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS SEALANT / O.A. BY OTHERS I UNIT X EIGHT EXTERIOR SEE GLAnr.rG DETAIL, SHEET 6 I O.A. UNIT HEIGHT 1 1/2" MIN EMBEDMENT i INTERIOR B-\ VERTICAL SECTION Af HEAD - 2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR TT INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 48 WOOD SCREW INSTALLATION ANCHOR ZX WOOD BUCK BY OTHERS SEE SHEET 6 FOR - CONNECT -ION DETAILS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 3/8" MIN EDGE DIST. MIN_ 3/8' EDGE DISTANCEI/4" MAX. 1/4" MAX. SHIM SPACE — SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE aAZIW, PENETRATION BEYOND DETAIL SHEET METAL STRUCTURE 98 GR. 5 SELF -TAPPING SCREW INTERIOR INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE .4 f EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O A. UNIT WIDTH HORIZONTAL SECTION 4 JAMB - METAL STUD 1/4" MAX. NAIL FIN e SHIM SPACE 3/8" MIN. EDGE DIST. q p a b CONCRETE/MASONRY BY OTHERS 1 1/2` MIN EMBEDMENT A VERTICAL SECTION SILL - 2X WOOD BUCK NAIL FIN SilveCLine I'Pukk Fwfr M1aamc•u tY.rf SZtYEati'JE oases_ _. NW to fay.I.Ja'.4S K_t.3 E4 a, t>`rS sa 5tE3oat L m Y1 fbb .. n oµ" z z a s SZt9 uLL m win ty mp h Lu a cu 4- a 11 Q. o 3vZ DWG#: S i Y 0002 SHEET: 4 OF 6 910 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY BY OTHERS 3/4'MIN ECT&F, OLSTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4'MAX, CONNECTION DETAILS SHIM SPACE SASH REINFORCING, SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING DETAIL SHEET EMBEDMENT INTERIOR 1 1/4" MAX, PERIMETER SEALANT r7N I 51-IIM SPACE BY OTHERS I Fr-J O.A. EXTERIOR INTERIOR UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION HEAD - ZX WOOD SUCK THROUGH FRAME SEE GLAZING DETAIL. SHEET 6 lXT,;,roR 1, A UNIT HEIGHT PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS PRECAST SILL BY OTHERS 3 /16' 1 TW TAPCON" INSTALLATION ANCHOR 5) 914 PANCAKF HFAN SCREWS FRO FRAME. HOLE TO ACCOMODA INTERIOR ANCHOR STRAP, AT TWIN TRIPLE CONFIG. ONLY, SEE 00620-- PLAN VIEW ANCHOA STRAP P/N 50 2995 Z)' DETAIL AT RIGHT FOR INSTALL REQ. 1/4" MAX, SHIM SPACE t1 1/4' MIN A EMBEDMENT 1 3/4- MIN' EDGE DISTANCE XVERTICAL SECTION_ 5.,/ SILL - CONCRETE/MkSONRY THROUGH FRAME EXTERIOR MIN, 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' EDGE DISTANCE 410 Gk, 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHGRS, SEE SHEET I INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS 0 A UNIT WIDTH HORIZONTAL SECTION JAMS - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 20 14CH045 FROM ANCHOR STRAP TO PLAN VIEW ANCHOR STRAP (P/N5C2995,2) OPENING SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS. A FOR INSTALLATION TO CONCRETE/MASONRY. USE (4) 3/16- ITW TARCONS PER STRAP, MIN, 1-1/4" EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, 1;R 5, PER STRAP, MIN, 3 THREADS PENETRATION, MIN, 314'Cb&E DISTAWE, C. FOR INSTALLATION TO WOOD, USE (4) 910 WOOD SCREWS PER STRAP MIN. 1 1/2" EMBEDMENT, MIN V EDGE DISTANCE. Silverl-ine ki'vmki,wH Z op z 'r; H a Z wT z Nn UJ D o Lua 4K Al 0. 54 Z j ZII- E)W& SW0002 SHEET: 5 of 6 SilverLine NOTE: Ilteukxscrr ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY &LAZING REQUIREMENTS OUTLINED IN CURRENT F&C AND ASTM E 1300 LASS LOAD RESISTANCE. INTERIOR 5/8' O.A. 16 6LA55 8 Z EXTERIOR o Z o, ccINTERIOR EXTERIOR INTERIOR r: , 13Q . bZ D c x Z 0 MIN 6LA55 z SMALL' FRAME 'LARGE' FRAME t p 'IT, kEINFOkCTN& EXTERIOR REINFORCING SEE BELOW FOR REINF, SEE BELOW FOP, REINF Q l lj REQUIREMENTS REQUIREMENTS 1/8'SETTING BLOCK au, VERTICAL SECTION HORIZONTAL SECTION 6 MEETING STILE INTERMEDIATE FRAME MULLION LAZING DETAIL I IALUMINUM SASH REINFORCING 15 REQUIRED FOR THE FOLLOWING SIZEAZATrN65. 48 X 72, (O/X), DESIGN PRESSURE 35 PSF 36 X 94, (O/X), DESIGN PRESSURE 35 PSF 38 X 74. (OIX), DESIGN PRESSURE 50 PSF 38 X 77, (O/X), bESI&N PRESSURE 35 PSF 72 X 84. (OIX O/X), DESIGN PRESSURE 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE 50 PSF t08 X 61, (C/X-O/X-O/X). DESIGN PRESSURE /-50 PSF 108 X 72, (O/X O/X OIX), DESIGN PRESSURE -/ .50 PSF E: STEEL INTERMEDIATE FRAME'LARGE* REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS 76 X 62, (O/X-O/X). DESIGN PRESSURE •/- 35 PSF rlll STEEL INTERMEDIATE FRAME 'SMAWREINFORCLNG u IS NOT PEQUMEb FOR THE FOLLOWING ST7E/PATTt6S 76X62,(Q/XO/X),C)ESICtIPRESSURE •/-35PSF a-,, NOTE z 01 LOCATION OF BUCK 04 WINDOW ANCHORS MAY BE V) ADJUSTED TO MAINTAIN I" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX, O.C, SPACING SPECIFIED 15 NOT EXCEEDED 2 DUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/ 4" ITVV TAPCON ANCHOR 4" FROM CORNERS 16" MAX, 0 C THEREAFTER ttl ZX WOOD BUCK OF SUFFICIENT I DEPTH TO FULLY SUPPORT WINDOW FRAME BY OTHERS x 1 1/4' MIN. A-, EMBEDMENT 11/2'MIN. EDGE DISTANCE r MIN EDGE DISTANCE CONCkETE/MA5ONRY p By OTHERS w V) BUCK INSTALLATION DETAIL z Z DW& 2/15/2017 Florida Building Code Online Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Rhone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 lonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants,com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silvertinewindow.con*i Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 Lyndon F. Schmidt, P.E, the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.F. Validation Checklist - Hardcopy Received Certificate of Independence 29-f Referenced Standard and Year (of Standard) 5W-dmd Y" AAMA/WDMA/CSAI0I/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM EL996 2005 https:i/www.floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDquZRi59%2fDrx23OOPtxr2KHVtY2q3r%2bl %2fkKQkbg8iy9GAA'/43d%3d 1/5 211512017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method I Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page Page 1 2 FL # Model, Number or Name Description 14918.1 a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline EL14918 R3 _AEE,-,al 1-1918 1.2dLf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 ti. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,2 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941.2951 Weather Stopper—' Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 149183 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 14918.4 d, Series 2900/4900 Models 2942 2952 4942-4952 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant; No Design Pressure: N/A Other: This Product is No Longer offered by Silverline Building Products, Corporation (See 14918.4 - 2010 FBC version for Historical Documents regarding this Approval) Extruded PVC Picture Window with Nailing Fin Installation Instructions Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports 49R;_ 4 _Eya 14918 'df Created by Independent Third Party: Yes Extruded PVC Continuous Head and Sill Twin Picture Window with Nailing Fin Installation Instructions ELLj2j3_3jJLjng_j4jj3,4 _0.f Verified By; Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI-4218 R3 AE LIAI— "49 $_f Created by Independent Third Party: Yes 14%8.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No jL49li—R3 https-,I/www.flGridabuilding.org/pr/pr2ppjtl.aspx?param=wGEVXQwtDquZRi59%2fDrx2300PI-xr2KHVtY2q3r`/n2bl%2fl(KQkbg8iy9GAA°/u3d`/u3d 2/5 2JI5/2017 Florida Building Cocle, Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.S for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 14918,6 f, Series 2900/4900 Models 2943, 2953 / 4943-4953 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: No Design Pressure: N/A Other: This Product is No Longer Offered by S;Iverline Buildtng Products, Corporation (See 14918.6 - 2010 FBC version for Historical Documents regarding this Approval) Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EU 1441 8-21-AL-E-I/a -I-Li2jlll;f Created by Independent Third Party: Yes Extruded PVC Continuous Head and Sill Triple Picture Window with Nailing Fin Installation Instructions Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: No Evaluation Reports ELJAI1 RAE vl 4 9' pf Created by Independent Third Party: No 14918, 7 g, Series 2900/4900 Models 2943- Fxtruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No EuAiLLR [I Ins' 4918 7 f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- See INST 14918.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918, 8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951/ 4941-4951, Limits of Use Installation Instructions Approved for use in HVHZ: No Euiiil_ai-tLta1491< . . df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any k -IR A,/ 4 11f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 149L8. 9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No 2d421.9, R3 11 Inst 14213_9 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any !:1I4913 R3 AE E4918.9. df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes -L14913 R3 I. TWL 4=if Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,10 for Design Pressure Ratings, any !-1149 i RA yal 149 L81-1 df additional use limitations, installation instructions and product Created by Independent Third Party; Yes particulars. 14918. 11 k, Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, N/A Other. See INST 14918,11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 14918. 12 1, Series 5800 Model 5810 Installation Instructions tjJj2LL-R3-- Lj,n5Lk49j3 -U-2-d-f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1491:3 R3 AE Eval 1-191,aJILocif Created by Independent Third Party: Yes Extruded PVC Fixed Winclow/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No EU4918 R3 11 frist 14913,12,ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any https://www. floridabLlilding.org#/pr-appOl,aspx?param=wGEVXQwtDquZRi59`/`2fDrx2300PLxr2KHVAY2q3r°/a2bl°/a2fkKQkbg8iygGAA%3d%,3d 3/5 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product F!- i 44: 111 R 3 AE Ev iI4 particulars, Created by Independent Third Party: Yes 1491,8, t 3 m, Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14919 RI 17 In r 14ol'l 11 Qrlf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,13 for Design Pressure Ratings, any 2 R_AL_Eyq!_ I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1491.8.14 n, Series 5800 Model 5840 Extruded PVC Fixed Window Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL!491' R3 F Inv 14913.14,odf Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other* See INST 14918.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 1491.8.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window Transom with Flange Limits of Use installation Instructions Approved for use in HVHZ: No FL149_18 R3 11 InsJJ49-LLJ---f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,15 for Design Pressure Ratings, any EU-499-18JR3 AE F) l 1_421, Sdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No Ji2LL-16-2 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other* See INST 14918,16 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.17 q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14913 R3 11 In Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 14918.17 for Design Pressure Ratings, any FLI-1913 R3 AE Ey 19 18 - L 7d f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918,18 r. Series 3000/3900 Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918,19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No ELI-1913 R3 11 1ns(-j±2jj-jj-2j-f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,19 for Design Pressure Ratings, any EL14918 al_ALEval 141t1,12_pCif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, hUps:llwww.flori(lat)uilding,orglprlpr_app_,Otl.aspx?parani=wGEVXQwtDquZRj,59%2fDrx230OPt.xr2KHVtY2q3r%2bl%2fkKQkbg8iy9GAA%3d%3d 4/5 2/15/2017 Florida Building Code Online 149L8.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No ELI 49 ;g -F 3 JL 1 rs, , 41) 19 _0 L) -A f L---_2 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any E1-14918 R3 AE E,-jl 491.3 2 di additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Page 1 2 giulL3,: t_: 2601 Blair Slone The State of Florida is an AA/EEO employer, C.2pynclhi: gQ07-2013 SLr_e Df-Flor a.:, e2ja s Statement ACCeSsittidlty Statement taterr, i2l Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a PubbC,reC0rd5 request, d0 not Woo eleCtrOnIC mail to this entity. Instead, contact the office by phone or Dy traditional itrail. if you have any questions, please contact 950,487,1395. `Pursuant to Section 455, 275( 1), Flonda 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 " used for official communication with the licensee. However email addresses are public record. It you do not wish to wooly a personal address, please provide the Department with an email address which can be made available to the public. To determine F you are a licensee under Chapter 455, F.S_ please CliCk tMre . Product Approva I Accepts: 11 Am 0 Grea, Caro Safe https:// www,floridabuiIding.orgipr/pr_appjtl,aspx?param=wGEVXQwtDqLjZRj59`/`2fDrx2300PLxr2KHVtY2q3r*/`2bl`/`2fkKQkbgBiygGAA`/a3d%3d 5/5 Silver Line` : x: t4z nlbyAndersen ] MAX OVERALL FIN WIDTH MAX. OVERALL fRAMF W01H z WINDOWS* DOORS 10 SERIES 2900/4900 - MODEL 294112951 Z 494114951 g OC EXTRUDED PVC PICTURE WINDOW wl NAILING FIN NON - IMPACT' cj GENERALL49TI[ S . . . . . . . t. This product has been evaluated and is in compliance with the 5th Edition (2014) Flc4do guilding, Code ( F3C) structural requirements excluding the "High Veiocity Hurricane Zone"(WRZ). EUI 2, Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base rnote; jal shag be beyond wall dressing of stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected With on impost resistant covering that complies with Section 1609.1.2 of the F6C. ip 4, Site conditions that deviate from the details of tNs dtowing require further engineering analysis by a ficensed engineer or registered architect. TABLE OF CONTENTS OVERALL OVERALL MAX, GLASS DESIGN PRESSURE (PSF) FINFRAMED.L.O. DIMENSION DIMENSION DIMENSION TYPE POSITIVE NEGATIVE SHEET i iypicDESCRIPTION 75.48" x 77.48" 72.0" x 74Z 6 7.0" x 0.0" G 1 +50.0 -50.0 d elevation. ............. ...... - --- — ----------- 2- vefficcd Cfc*s section75.4a" x 85.48" 72.0" x 82.0- 67.0" x 770" G2 +50.0 -$0.0 N T S Horizontal & vertical CIO$$ ectioes arf KV A Buck & home anchoring 99.48" x 57,48" 9 6.0" x 54.0" 91.0"x 49.0" G2 +50.0 -50.0 fly component- s 46 149 7 1, 2 45- W. > JOPI]ONAL) z 0 tz 5 G02 h' 2 2 tMt RlgR C t a p 1-114'aura. fma, Typ. 09 vvawm MAW 04TERIOP 7) C, EXTE OR 08 1,, HORIZONTAL CROSS SECTION q- 111 —AV-- 2-) VERTICAL CROSS SECTION F -;4916 2 y }[ 1\.*j j a a m n 0. 4 e yy 03 cm G2 G 1 i V 3 £ XTERtOR iNT£RIOR V _ n s a 0 Gi G2 #4TERtOR 2 1t ° i 3 EXTERIOR r 11109111 td 7.5. i NORIIOWTA( CROSS SECTION_ . xv a 2 VERKM CROSS _SECTION 5 FL-74978.2 I X'MAX. O.C. (TYP.) 2X BUCK MASONRY OPENING BUCK ANCHORING i 2X BUCK MASONRY OPENING 0 CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the corners may oe ac4usred lornoinfoin the min. edge distance to manor joints, 2 Concrete anchor Locations notea as "MAX. ON CENTER" must be adjusted to rnointcun the mms. edge clerance to monfor jomts, additional concrete anchors ON CENTER"dwrenson are not exceecred. may be requved to ansixe the 3. Concrete anchor toUe: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR JTW 114" 1- 114" 2" 41 IAPCON ELCO 114- 1-114" 1. 4" ULITRACON 1NOCJD SCREW t JAL It— NOTES: 1, Maintain a rnininivrn S18- edge aistance, I - ew chstarsce, 4 0.c. spacing of wood sarevv$ to prevent the sphtirng Or w000. CMAX. O.C. IT-P.) FRAME ANCHORING ix- idc-k- --,- - v 8J. z 0 z 6. 0 aw z 6z cu 4"MAX, C (TY? , C 0 TYP, iiL FRAME ANCHORING 2X STUD use 11 09/Jj 2x FRAM04G TO Of DES*14E0 BY THE ENGINEER OR ARCHIECi obw6y Of RECORD BASED ON WhIO LOADS AND THE CLADDING BEING USED, a.ac 9x LFS 3 j 19 le 2 ITEM DESCRIPTION MATERIAL T MAIN FRAME WITH NAILING FIN BY S1LY£RLINE #290?' VINYL 2 GLAZING BEAD BY SILYERLIN£ IT2337 __ VINYL 3 k$ X 7 PPH S,MS STEEL b GLAZING C{}MPOUND SIL}CON£ 7 2X BUCK {SG> 4.42j.WOOD MASONRY - 3,0 PSI MlN. CONCRETE CONFORMING TO AC! 301 OR HOLLOW BLOCK CONFORMING TO ASTM C40 CONCRETE 9— Ifl it8XT7i1"PPHSn1S STEEL iT T 14•' X 2-31" £LCO OR ITW CONCRETE SCREW STEEL 12 2X FRAMING {SG >= O.A2 wrOOD GGiAZN^iGSPACER_ T 4 GLAZMG SEi1lNG BLOCK I6 STUCCO INSERT BY SiLV£RLIN£ 292Y VINYL 2 3/,r OVERALL;,' o: 13 THK.GLASS 7 a Sao 1 1A 3 O —, i - 5132°ANNEALED e J n m 0 AIR SPACE 2 c u i t2, GLASS SITE G jd I -IfNG P rAil 2 314" OVERALL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 13 THK. GLASS 4 BYEEXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". Cl 1 l—" f I — 5137 TEM1"EIZED AER SPACE r, 9r m - _ _.} 1 uxGass k `} T SITE { G2 GLAZING DETAIL Iwo n o t o i 4 1 1 LCOINSERT Fiarn -- i C n 3 n 1.C..IRUNG BEAR v»z. y Sta'i Blll Of MATERIALS Florida BuildiN Code Online2J15/2017 iwt Topic's suon"t so'O""qe scats Pacts P'W'Cations F'Rc staff l3cls Site Map bnks search5cls -iume log In Use, Req,srratw Product ApprovalgUSER. Public Userdo,pr I Application Detail FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 onberrian(&slbp.com Authorized Signature Vivian Wright ri ckwe_ rw b Idgconsulta tits. corn Technical Representative Craig Calderone Address/Phone/Email I Silverline Drive North Brunswick, N) 08902 732) 435-1000 Cra(gCalderone@@silverhnewtndow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence EL EEJ LQ_E N Referenced Standard and Year (of Standard) gAadard yg-drr AAMA/WDMA/CSA101/I.S.2/A440 2011 AAf-IA/WDMA/CSA101/I.S.2/A440 2008 ASTM DL929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 https:,,'Iwww,goridabL6[ding,orglprlpr__app_dtI.aspx'?param=wGEVXQwt0quZRI59%2fDrx2300PLxr2KHVtY2q3r,l,.2bl%2fkKQkbg8ty9GAA%3ci%3d 1/5 2115/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 FL # Model, Number or_Name I 14918.1 a, Model 4100 / 9100 ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer, or Architect E-LL I—yi -U—E Method I Option D 04/15/2015 04/20/2015 04/22/2015 06/23/2015 Description Extruded PVC Picture Window 0 0 Page 1 / 2 0 40 Limits of Use Installation Instructions Approved for use in HVHZ: No FL -I 4E9-k-13-._Fj_ _L1 Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline Et 14919 R3 AE Evil 14918 L oqf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b. S 2900/4900 M 2941-2951/494t- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 14918,3 c. Series 2900 Model 2941-2951 Weather Stopper"" Installation Instructions IiULEIJLIa54` P Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 14 18.2 2cf Created by Independent Third Party: Yes Extruded PVC Picture Window with Nailing Fin I --- ............. Limits of Use Installation Instructions Approved for use In HVHZ: No E' 4< R Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any 14918 R 3 A EE v -3 Ll 4 9 11 3 .1 f additional use limitations, installation instructions and product Created by Independent Third Yes particulars. 14918. 4 d, Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952/ 4942.4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No 4 Approved for use outside HVHZ; No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 P3 AE EL/al 49 4,d, Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918. 5 e, Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No ELt -111 8 _R1 Ins I4 1 5 ndf https: ltwww,floridabuilding.orgtpF/pr_appjtl.aspx?param=wGEVXQwtDquZRi59%2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbg8iygGAA"/o3d`/`3d 215 2/1512017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,5 for Design Pressure Ratings, any LL .4918 P 3 A FE _,jal I 1911 j )t f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.6 I, Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No Ek_'49'9_R3 I' n-1146,P f Approved for use outside HVHZ: No Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918,6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g, Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integra! 2953 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FLI49t8 R3 11 Ins', t49L1,7 12,dI Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,7 for Design Pressure Ratings, any FL14918 R3 AE Lv&1_L42ja_7=f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 4941-4951 Limits of Use Installation Instructions Approved for use In HVHZ: No FL149jjR3_1I_[n5,- 4 f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, See INST 14918.8 for Design Pressure Ratings, any EL112LI RI A ^ Ev, 1 4918.8., Of additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture window Limits of Use Installation Instructions Approved for use in HVHZ: No EU4 c)l 4MA-P.1 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other* See INST t4918.9 for Design Pressure Ratings, any ELLIg,'RA E ,,l 14 111 9) p (I f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ; Yes FL14918 R3 11 In5 Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any EL14918 R3 AE Ejj1Lt9t8.jj_2d1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918. 11 k, Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes 1`1_14913 R3 11 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, See INST 14918.11 for Design Pressure Ratings, any ELLjjLj_R_L A E § v a1_L1_2-11J_Laqf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 149t3.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No ELj42;&_,n 11 Ing 14912 [2lj( Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any https, 7vww.floridab(Ailding.orgiprlprapp__Otl.aspx?param=wGEVXQwtDquZRj59"lo2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbgay9GAA%3d%3d 36 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product FL1421-3 R3 AE Eu 149 ' ),Jj particulars. Created by Independent Third Party: Yes 14918. 13 rn, Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL' 49113 RI 11 fnsl_14 Li t 3 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any RL 11-19 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 149 L8.14 n, Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No ELj42jj_Rj 11 Inst 14911,14 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other* See INST 14918.14 for Design Pressure Ratings, any EL11211_F2 AE Evjj 14918,14.gdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL142L8 R3 11 IniLL411L.LS.pdf Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 149t8.16 p, Series 5800 Model 5810 'Weather Extruded PVC Fixed 'Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any EU42113 R. AE Ev3l 14919.1,3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918,17 q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure. N/A other: See INST 14918,17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation instructions R_14913 P3 I, Verified By: Lyndon F. Schmidt, P,E. 43409 Created by independent Third Party: Yes Evaluation Reports FL14913 P3 AE Eval 14918,17,Ldf Created by Independent Third Party: Yes 14918.18 r, Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/39SI Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ* Yes Impact Resistant; No Design Pressure. N/A Other; See INST 14918,18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 14918.19 s. Series 3000/3900 - Model 3052/3952 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14913 R3 11 Trist 14913J8,odf Verified By, Lyndon F. Schmidt., P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F1149_;3 _R)_?J_E -11 Created by Independent Third Party: Yes Extruded PVC Continuous Head and Sill Twin Picture Window with Nailing Fin Installation Instructions FL149_18 R3 IT Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELI 218_E3 AE fyal 1413_J2,pdlf Created by Independent Third Party: Yes https:, I/www.Roridabuilding.org(pr/pr,,App__dti.aspx?parain=wGEVXQwtDquZRi59*/`2fDrx2300PLxr2KHVtY2q3r*/`2bl*/*2fkKQkbgAygGAA`/*3d`/`3d 4/5 2/1512017 Florida Building Code Online 14918,20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL!4_ 191 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 149t8,20 for Design Pressure Ratings, any EL 1 42j _Ej_A E E v 11 14918.20 2& additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Page 1 2 u,,3(, tjS : 2601 flia, Stone The State of Florida is in AA/EEO employer. Coov,oht 200713 Sj2jZ_2LH P-4('y 't3t—ant Florida.: AVPsSlohly Statement : Refund S^ ernent Under Florida law, email addresses are public records. It you do not want your e-mail address released n response to a public -records request, do not Send eleCr16ri(,' mail to this entity. instead, contact the office by phone or by Iraditrooct mall If you have any questions, please contact 850,487, 1395, 'Pursuant to section 451275( 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 emalls provided may be used for official commuticatiOn with the licensee. However email addresses are public record. If you do not wish to supply a eersonal 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 455. F.S., please click here . Product ApprQvaf Accepts; 9: 1 qua F--er. 0 Cred, Card Safe tittps,! Iwww.floridabuilding.orgtprlpr_appjtl,aspx?param=wGEVXQwtDquZRj5g%2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbg8ty9GAA%3d%3d 5/5 SilverLine byAndersen WIND 0 W S SERIES 290014900 - MODEL 2941/2951 494114951 EXTRUDED PVC PICTURE WINDOW NOWIMPACr' GENERA L NOTES 1. This product has been eycluclea and is in compliance with the 51h Edition (2014) Florida Budding Code (FBC) structural requiements excluding the 't-figh Velocity Hurricane Zone" (HVHZ) - 2, Product anchors shad be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressrag or stucco. 3. When used in areas requidng wind bome debris protection tins product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. For 2x stud framing construction, onchofbijo of these units shall be the some as that shown for 2x buck masonry consliuction. 5. Site condtim that deviate from the delcrits of ft, drawing recitjite, further engineering onoWl by a licensed engineer or regislefed architect. TABLE OF CONTENTS SMT # DESCRIPTION 1— Typical a voN—, design pr—e &qeeneipinoles, Horuontd & verticol CFO% sections A Buck & frome, oncf-,ctkg 5 Big of materials, glazing detoo & components 7')Q$r.AY nVfOA11 I Q z 0 0 o OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME D,L.O ' T)'PEPOSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION 72.98- x 74.98" 720 x 74,0" 67.0"x 0.0" G1 D t N, T.S. Ell KV 3 JK z z ozu Z6 Cw 2?- G 1 zvi EXTERIOR ps? PAR-" ZZ EMB, TYP, 7) C9) 03 FuINTERIORC2) lzGCG 08 T 41 M-t T S e3 HORIZONTAL CROSS SECTION i f VERTICAL CROSS SECTION H 149186 fl 1 Of-5 FIFFFirlum TERI,DP i HORIZONTAL CROSS SECTION Shownw/lXsub-buck EXTERIOR 11 11 INTERIOR lj', VERTICAL CROSS SECTION 737 o-,v-y -91— A o 01: -Ja li z 0 S z zz A z 6 2 EXTERIOR 11 H !NLERPIR 2 ",, VERTICAL CROSS SECTION KTS-h—.---i—IX -L-bvcl r4 VERTICAL CROSS SECTION 22.5'MAX, n(, ilyp) 2x BU0 MASONRY OPENING I ALICKANCkJQRINP MASONRY CONCRETE ANCHOR NOTES: 1, Concrete onchof ioccoons, at the cornea may be oditsted to maintain Me ryun, edge distance to mOrfor joints. 2. Concrete omhof socat*m noted as "MAX. ON CENTER" must be adjusted to mohnIcon The nw). edge distance to morlorpoots, oda!Jond concretes anchors may be r&qvwed to ensure the "MAX, ON CENTER` dimension are not exceeded I conoehe anchor toote: ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN, CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW TAFCON' 114- 1-1/4" 2" 4" ELCO 114" 1-1/,C 4- ULTRACON W000 Sql?FW IMIALLA.1 ON NOTES: I. Maintain a nwwT)vm 5/6'edge distance. !"end 6510ncc. & 1'0 c. spacing Of wood screws to prevent the sPlit&V of wood. 2X BUCK - FRAME MASONRY OPENING IX BUC) FRAt MASONRY OPENING Y MAX. 0C. (GYp.) 6' IIYP.) 77 K 03 TYP, MASONRY SILL 19 MASONRY SILL FRAME ANCHORING O.C. (Typ.) IYP) FRAME ANCHORING IX BUCK 1' elIII)IJ am its N, 0z A 11 111 OF MATERIALS ITEM DESCRIPTION MATERIAL 1 MAINFRAME BY S#LVERLINf 52 213#' VINYL 2 GL_AZ#NG BEAD BY S#iVfRL1NE t752 2117 _ VINYL STEEL b GLAZING COMPOUND SILICON£ 7 MASONRY 30 PSI MIN. CONCRETE z:o, ® 0: Q= n 1 `c q l 3 - ..._... 3/4- OVERALL //i/ -!r jl* z dm o t MY- GLASS "'fill 1+ o n z u w ; J© 5I$2 ANIdEALEa t o a " wIaApra ASR SPACE " oz 0 o tr- bJ32 ArtNEaLED ° d a i 1/7'GIASS BITE z THE APPROVED W1JITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GLAtlNG AETA$ I n. 1 t a I > to 3 E o i 1 GLAZING $EAU xµc N T S. KV e 1 m a, i y' s MAIN FAME :wnx.Mc _w — -- a IC--I4918,8 CONFORMIN64 G 2/15[2017 Florida Building Code Online 11'-Y, .1 V"'t. t z11 o4, 46""'- 4. U—w" Ficls Home LW) in j'wr Req'sUatm' Hot Topics Skionllt Surcharge Stots & Pacts P"Ol.cat'Ons F5C Staff KtS Srte Map Un1,5 5carch d bt', Product Approval \ I USER: Public use,, Application Detail FL # FL6067-R6 R Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 oriberrianCal,slitip.com Authorized Signature Craig Calderone rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan ). King, P.E. I Validation Checklist - Harcicopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 1710.53 Method 2 Option B https:,'Iwww.floridabuilding.orgtprlpr_app_otl.aspx?param=wGEVXQwtDqs4Yr43ec4OR5n5vmqGn98tvIUAeEljQtjEY%3d 1/4 2115/2017 Florida Building Code Online Date Submitted 06/16/2016 Date Validated 06/16/2016 Date Pending FBC Approval 06/19/2016 Date Approved 08/17/2016 Summary. of Products FL 9 Model, Number or Name Description 6067,1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion "Impact" with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ: No Verified By: Lyndon F. Schmid', P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline F1_6iLk7_116 AE EYLL Product CWerin df Building Products, Corporation (See 6067.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 6067.2 b. Series 7537 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "'HVHZ" requiring wind-borne debris protection this product complies with section t609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067,2 for any additional use limitations, design pressure ratings and installation instructions, 6067,3 c. Series 2723 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other-, When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609,1,2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067,3 for any additional use limitations, design pressure ratings and installation instructions, 6067.4 cl, Series 2724 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other, When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609,1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067,5 e. Series 2728 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant,, Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring Thermally Broken Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions FL60§7 R6 H [NS7 6067,2j2df Verified By, Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports fLU67 R6 AE_._Eval N Z__p fi;L Created by independent Third Party: Yes Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions ft Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R6 AE EYAL_606T3 )df Created by Independent Third Party: Yes Extruded Aluminum Clipped Mullion for use with impact and non -impact: window products in Masonry or Wood Openings Installation Instructions INST df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R6 AE EVAL 6067.4.p¢f Created by Independent Third Party: Yes Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions MMR6 tI INST 7 'f Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports https:; Iwww,floridabuilding.orgiprlpr_app__Otl,aspx?param=wGEVXQMDqs4Yr43ec4OR5t)5vmqGn98MUAeEljQtjEY%3d 2/4 2/15/2017 Florida Building Code Online wind-borne debris protection this product complies with section 1609,1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D' and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. 6067.6 f. Series 2723 Structural Beam Transom Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609.1,2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02, See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions, 6067.7 g, Series 2724 Structural Beam Transom Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section t609J.2 of the Florida Building Code and does not require an impact resistant covering, This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067,7 for any additional use limitations, design pressure ratings and installation instructions. 6067.8 h. Series 2728 Structural Beam Transom Mullion "Impact" Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609.1,2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. 15067.9 i. Series 2723, 2724, 2728 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: N/A Other: When used in the "HVHZ' requiring wind-borne debris protection this product complies with section 1609.1,2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. EL60 C2?_R5_A_- VA!_ Created by Independent Third Party: Yes Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions EL R 6 11 N—, 6 7 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLU 7R6 A EIJAL6Q6?&pAt Created by Independent Third Party: Yes Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions FL6067 R6 11 INST 606Z2_2 f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6QCi7 R6 AE EyAL_6067,7.L)df Created by Independent Third Party: Yes Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions FL6067 R6 11 INST 6D67,j,,)df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party; Yes Evaluation Reports FL60a7 R6 AE Ey, L _Q _d; Created by Independent Third Party: Yes Extruded Aluminum Clipped Horizontal and Vertical Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions EL6067R6 It INST 60672 of Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL& 62_R6 At-_Ly L 6067.9.odf Created by Independent Third Party: Yes http, s:,,'Iwww.flaridaWilding.orglIwlpr__,app_dtl,aspx?param=wGEVXQwtDqs4Yr43ec4OR5n5vmqGn98MUAeEljQtjEY%3d 314 2115/2017 Florida Building Code Online lot R : 2,601 Wa, Stone Road, Tallahassee F I V399 ZLI, nei'A 48, 1324 The State of Florida :s IT, AA, EEO employer, ((' I F " 1 . tuxzx., S;E :_"_L'.'_'S :: Under Honda law, arnad addressesaddroi— are public records If YOU (10 not Want youre-Mall address loiC350(f ,fl response to a public—eco"Is request. do of yencl 'Ject'onw mail to mS entity. Instead, contact the office by Phone or by ",admonal mad, If you have Any questions, please Contact 850,487. 1395, `Pursuant to sfmhofl aSS, 275( 1), rlortoa Statutes. octoile, 1, J,c"sees licensed under Chapter 455. F.S, iliw 011,de the Department !h an email address 4 rhey ha,e one. The t-.rrads p'o"ded may be used to, Official communication with the twensee. lqc..evn, ,na,l address P ,esarejlbjcrecord. It ,o do not —h o supply , a personal address' please wo,de the Deparlh—f '.th an erri address which can pe. made a,,n(,fljle. to the p,rblw, To if you are a licensee under Chapter 455. F.S- please Click here . Product Approval Accepts: 6UONEIM Gredl: (', aid Safe https:// ovww.floridabuilding.orgtprlpr2ppjtl.aspx?param =wGEVXQwtDqs4Yr43ec4OR5n5viiiqGn98MUAeEljQtiEY%3d 4/4 Silvefflne byAndersen rig WINDOWS * DOORS 2724 STRUCTURAL BEAM MULLION IMPACT' GENERAL NOTES: 1. This product has been evoluoted and is in compliance with the 51h Edition 12014) Florida Building Code (FBC) structural requirements excluding the "High velocity Hurricane Zone". 2. When used in areas requiring wind bome debris protection, this product complies with Seciton 1609.1.2 of the FBC and does not require on impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.1.2.2. 3. Wood bucks by others, must be anchored property to transfer bads to the structure and be reviewed by the Building Official. 4. Muf ian anchor embedment to base material sholl be beyond wall dressing or stucco. 5. Separate product approvals for each glazing product used with these mulions must be submitted along with this motion product approval. 6. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineering evokration. 8. Mullion design pressure rating, see load rating table sheets 2 and 3 of this drawing. 9, The design pressure rating of the assembly shall be the lesser of the food capacity of the mullion as determined using this approval or the design pressure racing of the individual glazing products used. 10. Bounding box dimensions for geometric transom shopes must be equal to or than the rectangular transom dimensions shown herein. TABLE OF CONTENTS SHEET DEXP WON i typ cal etevo#ins & generol noses 2 2724 mutton food rable for concrete screw anchors 3 2724 minion load table for wood screw anchors 4 2724 muSon section dimensions & anchoring MAX. COMBINED DIMENSION IS 104" —. Wl-.,...,,._ ._ -.._ w2 GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT MAX. COMBINED DIMENSION IS 104" GLAZING GLAZING YRODUCi PRODUCT GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT MAX. COMBINED DIMENSION IS 104" wl W2 GLAZING GLAZING PRODUCT PRODUCT MAX. COMBINED DIMENSION IS 104" w1 W2 ..._.. 1 v Gp aNM ya LZ 7 TYPICAL MULLION CONFIGURATIONS sure ri.7.S. NOTE: wc. e7_ DWS Horizontal mullions depicted herein can be combination mullions or separate structurol mullions. Separate structural mullions are u umw o covered under separate approval. -t--6967, 4 SLVERL94E2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) 28" 30- T 32- 1- 36- TRIBUTARY WIDTH 38" 40" 42" 44" 411- 50" 52" 882 83,0 764 744 70,9 677 64.8 622 598 S7.S 55.1 534 16 Tr 70r 96,0 IWO 904 987 ess 93.4 81.1 F8 _7 77,3 84-5 719 80 7— 70,7 678 4-T- ' 651 il I -- 626 ; tl 604 65 Ll 2 4!53 '5 E l T-4 100.0 loo'o 100,0 97,2 92.6 88.4 84,6 81.1 779 12.1 6T2 w 100.0 100'0 look 1000 1000 97 1 929 890 855 812 792 764 73,7 6z, 100.0 1000 100.0 1664- l000 f00.0 100.0 100,0 luoo 1000 100,0 100,0 999 100,0 965 100.0 93,3 97A 902 939 87.1 910 84,0 882 01.1 85.6 w 100.0 100,43 100,43 100'0 1 1000 100,0 100.0 1000 fTO 97,8 947 1 918 891 wr 1000 1000 1000 1000 1000 1000 100,0 100'0 IN 100,0 98,8 1 95,7 92,8 66" 1000 100,0 100,0 100,0 1000 1000 100,0 1000 100,0 105,0 1000 1 99's 96,9 1000 100,0 100,0 100,0 IOD 0 1000 1000 100,0 0 100,0 lW —0 100,0 1000 0-'E JOD 0 ol-. 1000 100062- Iwo I 000 1000 ioo o oD o 0ib6- 000 lod 100.0 000E15 01". oozlL00-3 1000 1000 100,0 Ipp R— 100,0 joo o 0 1000 1000 100,01A0,0 Iclu 0 100,0 Iwo 10D.0 1000 100,0 1000 10010 1000 0010 1000 100'0 46- 1000 1000 1000 100,0 1000 1000 1000 1000 1000 1000 1000 L 1 000 44" 1000 1000 100.0 1000 1000 100,0 100,0 1000 1000 1000 100,0 2 100, 0 100. 0 1()0'0 1000 - 100,0 1000 100,0 1 Iwo 1000 1000 ioo, o 1000 100,0 t00A 1000 1000 100,0 1000 1000 0 1000 1 1000 1000 0 1000 Too — 0 3r100,0 1000 1000 I 000 L-L-- 000000 j1000 0 foo 1000 1 10D,0 166 38" 100,0 1000 100,0 1000 1000 100.0 100,0 100,() 100,0 100.0 Iwo 100,0 loo o 1- 100.0 1000 100,0 To—oo 7 1000 1000 100,0 FOOD 100.0 1000 too 0— 1000 32" 06.0 100,0 1000 1000 1 1000 100.0 100,0 100.0 1000 f 00A 1000 100'0 1000 30- 1 100,0 00. 0 1000 i— 1000 1000 lo 1 o' T 000 100, 0 100. 0 100. 0 1 1 '00 10, 00 1 0,0 1000 o 0 1 00 10001000 0 o' loo' o 000Mo10-00- 100. 0 100,0 100 100,0 1 1000 000 1100010D0 100,0 1il2oo o 00 N24' 1000 1 1000 inn n locto 01000iNsTRjcTIQN$ FQRLQSE OF —7HE-9t2LUQN ONTABLE: I, f)rTfRM?NF THE DESIGN IOAD RECUiREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE 8Ujj- DING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). Z FOR THE PARTICULAR OPENING, DLTERMWE THE TRIBUTARY W107ii AND MULLION SPAN Olf SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE 7AULL, LOCATE NIE Mt)ttt()" SPAN IN Hit FIRSr HOW OF THE TA81F, LOCATE THE TRIBUTARY WIDTH, AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD I?AliN; GIVEN IN PSI. THE MULLION LOAD RATING Y(JST RE EQUAL TO OR GREATER THAN THE DESIGN L"'10 RFOU)RFMFNT DETERMINED IN STEP 17 ABOVE. no rr FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: I SUBSTITUTE (I FOR 7) 114"-14 SCREWS FOR SHOWN THE JNDIODUAL. GLAZING PH( DUCT THE FASTENERSSW2. SUBSTITUTE 15-18 PANHEAD SELF-PlUNG SCREWS SHOWN o WTHE WDIVIDUAL GLAZING PRODUCT APPROVAL, THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END At 2LPQN 10RU MQW10N ANT) FRAME 15" O.C. MAX SPACING, THIS SECTION VIEW IS SHOWN FOR ILLUSTPATAIE PURPOSES; OTHER FR", E SECTIONS Of iLORIOA APPROVED WINDOWS NJQIEt A MINIMUM OF 3 THREADS OF THE SELF-DR404, S,:RLWS MUS? FROIRIJOE hiROUGO 71 t[ WAll Ot PL MUNION, BYS"VEWINF CAN RE USED tN THIS FASHION, W) vV2 Gt-AZING, GLAZINr; PRODUCT I PRODUCT i VA o: i JK 0 n 0 2 oz 50. c 6 TRIBUTARYW101H - Wl , '112 1 2 - - - WI —11-- W2 --i t Z/ 10/09 Ows F- 6C67 4 Ef7 12 v 4 U. 30" ! SLIVERLWE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 32- 34- , w m- 4-4 2 88,2 83.0 784 74A 709 67,7 648 622 598 57,5 554 534 516 72• 98,0 90A 855 81'1 773 739 70.7 678 661 626 604 582 562 1000 987 M 7 84 5 7 77,2 741 71 1 684 659 6 61-4- 66" 100.0 10-0_0 100,0 97,2 92.6 80 88.4 846 1 81.1 779 74,9 72A 696 67,2 66" 1000 Foo —0 1000 l000 1000 1000 1000 1000 1000 1000 971-- 100.0_ 92 9 100,0 89 0 98.0 855 swi I 822 792 764 sio— 737 81.t--1 42- F0,0 1000 i--00,0 IOD — 0100 1000 1000 98,2 941 903 as$ w 1000 1000 1000 1000 1000 1000 1000 100 rl 1000 1000 1000 964 927 rAr 100.0 1000 10D0 1000 1000 TOD 0 100,0 1000 10D,0 1000 1000 10D,0 992 w 1000 1000 lo0'o 1000 1000 100 () 1000 1000 1000 1000 1000 1000 1000 1000 i00_ 0 1000 1000 1000 100. 0 11000 1000 0 1000 1000 1000 1000 1 OD 0 i000 - 1000 106- 0 1300 166- 6 1000 1000 o 1000 100. 0 1000 1000 1 1000 1000 1000 1000 1000 1000 100 0 1000 1000 1000 48- w 1000 w 0 1000 w 0 1000 I0 1000 1 6 1000 1000 2000 22- 00 0 —0100, 0 loo 1000 000 100, 0 000 1000 1000 1000 l000 1000 IOD 0 100' 0 44- 100.0 1000 1000 1000 100,0 1000 100,0 10D 0 100'0 1000 1000 l000 1000 4r 1000 10D o i500 i0001000 1000100,0 1000 IOD 0— 1000 --!O3 0 1000 lmo 401 1000 1000 10c) 0 1000 1000 10D.0 lo0'0 1000 100,0 1000 1000 l000 1000 36" 100,43 1000 1000 1000 1000 100,0 1000 1000 100O 1000 T— 1000 1000 70- 0— 1000 3r1000 1000 l000 T— boo o i65— Two 10001000 1000 1000 000 o 1000 34- 100.0 1000 1,000 0 7oo _0 Iwo IOD'o 100-0 Iwo 1 1000 - 1000 1002 1000 32* 30- io; z ----- 10() 0 i-- 000 T060 ------ 100,0 1006— i0o _0 1000 1000 iO6 1000 1000 1000 1000 1000 ioo — 0 1000 16do 100. 0 100, 0 6 100.0 1000 IOD 0 L09 — 0 Ioo' Q 1000 il0D 0 __ LOO 1000 1000 0 _ 100, 0 100, 0 1000 iao-T— 1000 1000 100. 0 100, 0 29- 100.0 1000 1000 1000 1 1000 loo o 1 1000 100,0 100 1000 0 1000 001, 1000 00— 1000 io— oo 1000 1000F — v. 24- 1OO 0 1000 lou a 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUIDINC DESIGNER (ARCHITECT OR ENGINEER OR RECORD), 2. FOR THE PARTICULAR OPENING, DETERMINE 1HIL TRIULIJARY WIVNI ANV MULIJON SPAN, HLJ`fkfNCL Ph' SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETIERMUVVtOIJ, 3, IN THE FIRST COLUMN Of TIFF !ABLL. LOCAlf ;Ill MULLION SPAN IN THE FIRST POW OF THE TARiF, LOCATE THE TRIBUTARY WIDTH .AT THE INTERSECTION OF THE HOW CONTAiNiNG THE MULLION SPAN AND THE COLUMN CONTAINING THE FRISUIA?Y WILPH, RLAV HL MULLION LOAD RATING GIVEN IN {'SF. THE MULLION LUAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN tOAD REQUIREMENT DETERMINED IN STEP I ABOVE, u— FOR AJ4CHOR?NC GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZL AND SVACJNL SHA, I IF AS SF`fC;FtF-O IN ONF OF THE FOLLOWING; I. S:)BSTJUTF (; FOR 1) SELF -DRILLING SCREWS 'OR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAPAIG PRODUCT 0 APPROVAL, 2, SUBSTITUTE '8- 78 PAN"EAD SELF RiLLINC SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL.. THE MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH END AT IFCTION THR IQN( AND FRAME 15- O.G. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: NfZL A MINIMUM OF 3 THREADS OF THE SELF-DRIL'INC OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROIRUDE THROUGH IHE WALL OF ;tlL MULLION - BY ',;ILVLRLINf (AN lif USED fr4 THIS FASHION, GLAZING GLAZING PRODUCE PRC" Dt)CT TRIBUTARY WiOTH Al 11 Z' z zy.. JK T c5 To 00 1, z Z 0 a, E Tx N T. S. a, Dws S' FL- 6C67A sr ci 3 u 4 18) P 10 x I - I /7'WOOD SCREWS 2)(FRAMING ANCHOR TO 2X STUD OR TO 2X BUCK 0.375" 0 MULLION ANCHOR !RACKET 2722 160aJ6 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 0,1"— i I, a i , O 2724 MULLION F6oiiTTlZi-jmT 14) 3/1 r 0 CONCRETE ANCHORS CONCRETE {SEE ANCHOR SCHEDULE) ANCHOR TO MASONRY MULLION BRACKET ANCHORING 2722 BRACKET SHOWN WOOD SCREW ANCHORING SHOWN) 4) 3116- 0 CONCRETE ANCHORS SEE ANCHOR SCHEDULE) CONCRETE x IXWK ci ANCHOR ."TO"MASONRY THROUGH I X BUCK MULLION ANCHOR BRACKET 542722 160aT6 ALUM) FOR CONCRETE ANCHORING HORIZONIN TRANSOM MU[UON 2724,2724 OR 2728 JUNaR SEPARATE APPROVAL) 18) #IOX3/4-- A 8 X 314" U U SELF-ORILLING SMS VERTICAL MULOON ANCHOR MULLION TO MULLION A44LION ANCHOR DRACUT AWW# 5CKE01Rf ANCHOR UJAPRATE fAIUbWhT WGIDWAKf CEMM-TO-CfM ow) ow) SPACRIG RAW) 10"1WOCIDSCREW WOOD 113X 1-1pr ofalAsafoRlING A-0f9'lft.L4 SFktl ME-JAi SCWt7W STEEL p.%XbAX cc flul 1004G VT 4— D-- Flt WEL AWRAR 3/16'0 PFH HOIJLOW btocy, w14- 1.1/7 7 MT*,KWlKCONJI- CONCftff 1 1/4, 11/70—ompow STEEL C'TO ASIM A6a 16 GA,, 0.060'"K THCKNESS jFy = 31" FS1, fo = 45,000 PSI SHEET METAL SCREWS (SAf C.UVf 5 MR4 1: hXT1 tWK-fLEX V fLCO Oft-flEX CONCRETE COtOORMNG TO ACI 3D) jl= F51 MN) OR HOLLOW BLOCK CON"MWG TO ASTv, C90 2/15/2017 Florida Building Code Online Comments Archived Product Manufacturer James Hardie Building Products, Inc, Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@janieshardie.com Authorized Signature Pingsheng Zhu pingsheng,zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave, Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1, 09awa the Evaluation Report Florida License PE-241121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P,E. I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ELU 4 iv https:/twww.floridabulchng.orgtpr/pr_appjtl.aspx?param=wGEVXQwtDqtSk%2bGnUu47oqxmaHRnHIID4CXwhKRqKDf7RrxWwZsbgA%3d%3d 1/3 2/1512017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summarvof Products FL # Model, Number or Name 13192A Cemplank Lap Siding Method I Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 Limits of Use Approved for use In HVHZ; Yes Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: N/A Other; For use in HVHZ install in accordance with NOA 15- 0122.04. 13192.2 HardiePlank Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA IS- 0122.04. 13192.3 HardieShingle Individual Shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192,4 HardieShingle Panel Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. N/A Other: 13192,5 Prevail Lap Siding Limits of Use Approved for use In HVHZ: Yes Description fiber -cement lap siding Installation Instructions Plank m tai wo d f FL13192 4 11 ER RIO-2557- I n hin I CM Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports fLI1192 _R4 AEfR_RLQ-__5_5 -152 nLMQI I w f L J4_ FL13192 R4 AE ER RIO-2577-15 Plank to WSP Shea_th_1r?9_-_9_df FL13192 R4 AE NOA L5-0L22.04.odf Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions 11122jRj 11 ER RIO-2553-1 - P ank m w Ad ridif FL13192 R4 11 ER RI - 7. Plank qhmfilp CN11 I r.df EL13192 R4 11 Install HardiePlank Siding,pdf FL13192 R4 11, NOA 15-0122,04,Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R- t AE ER RI .2551-IS Plank rinplal FLI-3192 R4 AE ER RIO-2557-15 Plank 5hinc I CMIJ ndf f Created by Independent Third Party: Yes fiber -cement individual cladding shingles Installation Instructions FL13192 R4 11 ER - - - - 51-1. wood odf FLI,3192 R4 11 Install HardieShinoLt j f Verified By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports FLJ192 R4 AE R RIQ- 51-11; Shin I m LA wood, df Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) I - 1. _. - 1 1',,-,,,-,, - - ----- --- Installation Instructions FL13192 R4 11 ER RIO-2555-15 Shingle rneral v4f FL13192 R4 11 ER RIO-2557-15 Plank_hinat( 1U. if FL13192 R4 11 Install HardieShinale Sidino odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL1319 R4 AE ER R(O-2555-15 Shingle metal w o EU3192_R4 AI RI -2522.j Plank Shinle Mf Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions FL13192 R4 11 E I -4 Q1 k metal wood pdf https:!Iwww,floridabuildingorglpripr__app_, Al.aspx?param=wGEVXQwtDqtsK%2bGnUu47oqxmaHRnHI104CXwhKRqKDf7RrxWwZsbgA%3cvl.3d 2(3 2/15/2017 Florida Building Code Online Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A other, For use in HVHZ install in accordance with NCIA IS- 0122.04, LL1L1_92 _ P 4 U F R R 11) - 2 - _7 'Plank t_-CJ& EW 1) _191? R4 II ERR 2577 1S Pfdn_b'(h E_ IL192 r4 II N 15,:4t2Z.Q4.p Verified By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports FLI 3192, R4 AF -R RIO-255 1-1 FLI319? EL11192 , E4 AE 0 IiS"` SN'a —d Created by Independent Third Party: Yes Contact Us :;2601 Man- Stone Road. -0 UALdF l,799 ELO - 48 7 - 18 ,A The State of Florida is an AA/EEG employer. right Z007-2013 5Ljie, of FlonPr,v2Cy Statement : Accessibility 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 tell to this enttty. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850,487.1395. "pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F,S. must provide the Department with an email address it they have one. The emails provided may be used for official commuritcation with the licensee. However email addresses are public record. If you do not wish io 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 rcensee under Chapter 455, F, S., please click here . Product Approva I Accepts: LU RA FE] 0 Cred' Card Safe https: 3www, floridabui lding.orgtprtpr_.app_fltl.aspx?par am =wGEVXQwtDqtsk%2bGnUu47oqxmaH RnH llD4C XwhKRqKD f7RrxWwZsbgA%3d%3d 36 Florida Product Approval HardiePlankO Lap Siding 0 For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RID-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank -7-40, Lap Siding JamesHardie ETECTIVE SEP-EMEER 203 SELECT CEDARMILL' - SMOOTH - CUSTOM COLONIAL"' SMOOTH a CUSTOM COLONIAL" ROUGHSAQVN CUSTOM BEADED CEDARMILL` * CUSTOM BEADED SMOOTH - STRAIGHT -EDGE SHINGLE PLANK IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH. PPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY VARNOTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE "' PRODUCT INSTRUCTIONS. INSTALLATION OF HZIOF", PRODUCTS OUTSIDE AN HZIO" LOCATION WILL VOID YOUR `WARRANTY TO DET ERMINE WHICH HARDIFZONE APPLIES TO YOUR LOCATION, VISIT WVVIN, HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HAR DIE) STORAGE & HANDLING: CUTTING INSTRUCTIONS so uC , owls l%et "I j'' lf-a 2 aw X"UW7 V W"M XA V:3 aw mxvINbait Ar-i P,arks x dq(, OWS n; C 'Jr i as, W"y nv -X= Yme % no ramysme of OVA" r, arm 0 qymw slao WC ywhN Oyu MAY K ;"u-40. l, 3 0 OVA on mm"Wa T I Kwa" yl'ay an 40- f INS t slim sT xxse wius v tx o Axes7ns,, X Am " mow W Nt wl"n"nal a wryVll,1;11111'1 ;-T ", 11110,N rc-, m YaA waa vat a xw"ans qw V i won Wn ow? a vae wno GENERAL REQUIREMENTS: 041; im M car De vshmd mr bocce o wood a met sRAS Spaced ,, 10"Im A 25 vc Or io irl 1, , i 1 6 )' C), 6 see (jererai fagerai r 1w, Ord ReahN Car Tnu TM41 We k5cld 900MIl i!iforl ation,,-,n itwallirg Are ha w-Mms ver to can ce rcWxv n JH'Ndi BuIieikin 19 a! amn grenadomr, A,,,laiter -resliislr, tvrrer a mqgA r,,cc.,Ycal, e oc,• my"g ode requaomm& Tte xwr4msne mav"wd be MaIcraw awl cyww noll, puenhor and prchw 00, r acmi-darne mit ma; tw rg We m%famrs jays Harde NT uane ro IeWunW Q hnn!w rA KW ')n Jarms Hate does rarubaure HaMwWmo wwn nry a nor amer roranam wwwwat: woor coroys %Tw oulug cOe reMmayerts W"r WMIAg an= HTW qW.!s All dexronl":. r!etaI13 it `jCy, '3 "1 irus ce, tlkmc Adlicert fiwsred grade Tug Since awn Nor We bukirg r amsdarce wW ku AjAl cures QpcaQ a nvurnum of 6" r Me On! 1 Qwo I 00dw WWI Single WWI Do rN us Ham of a S &I v QxA a I I aMmUms Construction Construction EX rM r1W Am, Harrie proums aC PM Pe y may rel"Ir r "ortacI "'f HaMeRaApad g alVWkW=Y d W K For squ ar,chwMMr(, oirrrerc:ai wA MOA14 PoInIs ,l:refe 11-e 50a" Cf We waq a %y&M1 r eqw AT klya x5v awM(s 2mA MM rw wrwaV a Q ----- -- cm%erf A Mena egamror and To Murn TogrAn M Wo WAd r Te rdo.."",'(jr, Pew mces mr A Tvd r Te At r' 600r EWarsu (Xwxmr9cs cf JarresHarde 00 NOT me mr =*4 bne pWL or powder cowfg or jarms Kade PM&Ac INSTALLATION: JOINTMEMWENT One T inue at 100cmng ont leWmew onv-,, 3 Figure 2 W " 1 '! 2Cf 9! all 1ILWIC Q CC,, ol - jont Hasnrq ,arresreu',r'l E QukuN, Alukog sau TWA CaArg MC 0. 10M at Nam& INOWN KU To Ive I 1W cauk lad was cn 20uphs amduys 1 C 11 Pray wle, 400 7 to CC nyq y"", XY nyww t Ten "Wp mms.5 '00 n 00a noy r -W rn an j n! )cnat: )r sn fe.x, ar, 1`A t l"'A l"If ,-Y, " 01,;X -;el, :1e, f WARNING: AVOID BREATHING SILICA DUST 1. no" a Iowa W: A Wim befN A 1 DW h am, wohn Ao— owls Alp—SWINT &Ko A' 05{, -Xv 4"Mx" " OW93 4mv AMA &!" wpm n.we LOOK jh {- :AVO, T4nqQN&T& J Ill CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z tFlashing ks required 4Y i0i; code min 4' x 4" LgfDMo'i d,t caulk tin.I n V-2" V I L Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas MortariolMasonry L-Flashing Z-Flashing Z-Fia hing Z-FI(shing Mi Min. 1/4" 6' Min, Y2" I I ' A - Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension 4 FASTENER REQUIREMENTS — it' d qailing is t,,e ,.ref-,,,r,ud meViod of for 'k ax Flaci n"'11rg -,,Mv )e "rlt!-, "'I C. Irt,'dS, d T L;Sl nit ale ,Sed V 0PJU1',001),'AT, tiiir'd ;10,11ing , Tease See Ji c(,lietii; 1 , !or ixeirptiun ivte`i if, ng? u,uwr,, Pin -backed corners may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING FACE NAILING Nails - Wood Framing Nails -Mood Framing idirg nai( fG, 09' snankx 0, 22 ' HD x 2" Ivng) • Ed G 113 " shank x 0, 2 C, 7 " HO x lcng ig, i, I ,: na1 ;13 C9 snii* x, 22"' Ici,q) ,,00firg :ail O 1 -1 1 " S-aik x 4-' x ' 25 Screws - Steel Framing Screws - Steel Framing 1 ;Ue.; iNa4ei-head x eqLi:Vallirt:"10 8 X "4' !Crg X 0, Y Scl "is r,s1, I)be- 9ogle-iie-d or ,qulvalent !No, 8-13 x 1-5/3[(',n(j enetrate, 3, tnreads in*,(, alwal fiar,-,, '3?7 HD) S)i,rtl,,vsorust Nails - Steel Framing Nails - Steel Framing F Panel'is, ni,l ;,r r,qi irvient f(' ; 13 -^,,,3,nk x _3 4— 2- •0 "a I a n 1 0, (-1 K x r).2 5- HD} x CJ1g ails must pe, etlrate mawnufr ir nm, frotal `rarr, rag intc, met'll OSB minimum 7/ 16" OSB minimum 7/16" C X I (' I- 10E!L: * ,a,l -9 F2' X el T, lc x 24" Figure 15 Figure 16 Minimum overlap for Both Face and Blind Nailing N A_ min 1 1A overtax Laminate sheet to be removed immediately after installation of each course for ColorPlu' products. i"; _F-MC HS11'l9-P24 zl` GENERAL, FASTENING REQUIREMENTS nX ow 7YTO 1 04m, is xn 0 W, X! We: yll ann hyn, , V, nwcnpmw in :M 1XM qUIX10 , Ten- wn MWAX W tatm n n as a 1T Mae lop cm. 1 OTY a a on qVP in no u2m PNEUMATIC FASTENING tyvaz too; q a svk 0MVOMM K a an,- n ox aw" an 1"A ik oy sr- A 0 T"n r vvw -0 00 orp Tryndyj n1so Tq M, 1. 1m, ve AW My icy nowwas in! wwy- 0 0 Orr" Dos S, Mh 0 IyAnn us' Maly j-S MIA: Ty: 0 n"Seoww I= 001PIAXTIMS N2. va Wny =03 Fav"s WC 0 Coo I r", as 4r its I UNI na" 1 Mac saud uAl LR 0 no ams! tdi & adc,la i ox Cava 3.0wo my a two. MR ?;A M =,:=, 1410 PC Smiq f! ; an CC NOT 00 N0 W 7 3 T 259 CC 2X4 95 Rgme A Rgwe B Xwe Ono ON wao" lady: inkaum g Nomw ar"A ASAIT3 V& am summmi % iney aakd map owc tos No! Rown ma Inz mp X! ca a(lit ade'"11 I as Nam LON wwg 2we ice *, orizKon clmsa awes anw4unra So xv A XW an unwe a Wwww =Mna =rewwon D1 3:, P! i%xI1djiC.;,ill , to, Mici;lq arld ranlng Fwas num roula % ang qamv way to W simy bg Do *9 MW wy nu lus an a. wN M an rp, I nd N mmWan 91KN MR rc mck"M `q E O"n up Awc W 07 Do I T"An AN a orn-4e - vl",l ajac lAr No A Ulan", a soxwo memo 6 smut Knoum out a aAwc mv an S., 1 vy manym rN"er 4a was AWN 4 yI ca no iso mw nabrai war, q a V WUR Do not use aluminum Wment, MMev or clipped head nails. PAINTING A 10 me Cal. Anlyway Try U, XNA, WAIng in An -as -xWe Mac! Nn3 f =WY1141 1,0: no Wed a do Soon ors ywx am 10 my W vulec Teo xv, lmmws a a Kwwaxv: a 10 011, Nwn Met Fa anckwon wavNe I umm rawwn"fi SCOM"s My S%q a nomwesm 4 W so a: CUT EDGE TREATMENT Go& pwo v tsms wi tjoic C,,tt edgeS Jain es Ha`,,i . tW'! !Olkst/S, I ts CAULKING For be mW se an Essworc Joint Gace 46 ISM 23 or iqw, li, d Labax W Sealcul cUM149 mv AST! C834 CoAppSealwo mot be apmod n mxorm= wki me Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS" TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE 1XI Mac 20 nor Nor "ancling 1.1 ;Wrj;ares" M*3 ""was now, in; ate. hyl a" n- at "M a X, "Inc""T 'ke a a, MAE Tart SAKin % olue W ne WAXAhe 1 t` y An I gatel awe 4110 jr, oS 111c, '. . S 'ecnnolcq, snGICIC, W..r',' x3, Sr es IV VOsadsming re ':derpl( to CC mcma To amqm xv NIM wo Anwinau la owwMn Wt= sruel out on `xnTyw vowomWay are nmHmma of men cc ne vmwy WaAlr,, acges ntc m %, ne !a pwoh no nk Cdo rylr .au!Ksaw woUl Am Xw D&W cTMrT AM 7 am al wne-xn Manx nws aw 7W 4KAWS onxwj yqa wanq ad., yr cor aboa nX. awle, Note: at vast he XUP OPTS 11, Tu"An 2 WrT my 5 TKn A X are Mae Au I'm j 345c coo 74 'WAS MKO atm. unn F Mn As ar"", PAINTING JAMES HARD0 SIDING AND TRIM PRODUCTS WITH COLORPLUSo TECHNOLOGY anumusm Ivy. Tuxq An!s aa- a?,?,x, r,e 'Nor, mm sene y mamma rc luau acklu, on Q wt.., cost nj xy n", a; %. T, T Oka,"; 20 to, ze taw 'Ims" n nmp UML a coop on, Ml Arm rarle ?Tmn,, cow,; wilv _i," " N,Sg: vllyan son CM91 n Ww"03 ow"i M, Mas ant N Cape am"In yews VC MOT —WIN V r 0) K, a" aar.t was an wg TORO Manz n" I no MR. Tal n "=-" COVERAGE CHART!ESTIMATHNiG GUIDE COVERAGE AREA LESS OPENINGS HARDIEPLANK' LAP SIDING WIDTH a a4 exposuro) 29 4'3 4 sc 2C ac 75 is X to 22 K 411 i33 129 3 q4 14A 125 22C 3 1.7 i3 4 2J' 2 CC 92 i 3i c 1-2 325 2'- 2'- 41C8 1 i 843 R'- 23u 224 2C7 3-, 3cC 2K 241n 22 2'A P'9 Acn, 32C 267 256 237 229 M, 2CC 49 341, 183 272 252 243 31 2'3 58 1,3 4-- 361^ 3cc 2n- 267 25 2 5 2 25 j7 38C 3-7 K4 281 271 238 238 77 2C kru uC 133 32C 29U 2 2;1; 2Sv 25u 80 118 1-ow gulde , - , irige cnat' s 1-eon! ts I -"(;t jal J's"n'ge S st'm'jef' c' Qo'c!) as 2ulloing es:gn Ic! ISSiW!(" let of unoer cir,ofjng ol brc1(:uc' wh CFs 4epofSr 22"K '10 ;Arg 3S 3 iwtiiLl- 'Iflelnxe :0 'hx imed r ne '4;o yo ""ic zxfluy ' T'J, 'ne 2003 201: nrermorai ijicrq x -xullerlaf!K iaP xi fg S JK0 TCcrr,'Z'WOf r, 'ne !Momrg' C'y >I -vs 448'r 3:ati o,( oa s;nq Cjoa :,)um ;olds liA li' apt I C Mj!er x,, Rdivase c -qx3s --eoafvnenz ')t niufx','.e E'l A'AIT : - - , I -Afg-'a a iem roe111'- I-V I w, ytsitQoJlis", De ar'O-cnx rfrn'Xv" _u'ramri 'i e. sutt'wi'pr 'o' e. f"c 'Ippl rxzv;% 21, 3 ramlls -43FIR lgzonq 'suUcts 41il "VIS re5ernsc Additional installaUcri Irki-mation. Warranties. and /Vamings are available at vww purest cor, 92 JamesHardie 4S 11 ' 19. P4, 4 6 13 115/2017 Florida Building Code Online Comments Archived Product Manufacturer lames Hardie Building Products, Inc, Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jarneshardie.com Authorized Signature Pingsheng Zhu pingsheng,zhu@jameshardie,com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Rhone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie,com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E, I Validation Checklist - Hardcopy Received Certificate of Independence ELL!255-92 i Q --- Q.-i ft f Referenced Standard and Year (of Standard) 5tandard ASTM C1186 ASTM E330 YSM 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https:/Iwww.floridabuilding.org/pr/pr2pp._dti,aspx?param=wGEVXQwtDqvRk6bsvZ66FOMz7xGPgkne9YuS`/`2bAvrIW7KTav2gCcCpg`/`3d`/`3d Im 2(15/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 13265.1 HardieSoffit Panels Method I Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04, Description HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Installation Instructions FL13255 R2 11 Hrdhe ffi P n Idf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports ELJ12Aa R2 AE ER R[Q-2554- offit wood metal. -if Created by Independent Third Party: Yes 2L,UV_Ua :: 2601 Q(Q- I 5(une Road. 2!!-l 7'14 The State of Florida is an AAiEEO employer, Conyticht 2007-2013 Stlite of F1011aa, ! E—aSI jLIttmi, ,near Rtf Q9 114,11Statement :, A cC22i ilitX State -5-taLt- L Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public record, request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail If you have any questions, please contact $50.487. 1395, `Pursuant to Section 455.275( 1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 435, F.S. must provide the Department with an email address if they have one. The ernahls provided may he 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 ivIn,di can be made available to the public. To determine if you are a licensee under Chapter 455. F,S,. please click LqDe_, Product Approval Accepts: U q E3 El C edtt Card Safe https:,'A,vww,flocidabdiding,or(jtpr/pr_app_S#I,aspx?paraiii =wGEVXQWtDqvRk6bsvZ66FOMz7xGPgkt)e9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 21`2 Florida Product Approval HardieSoffitO Panel For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15-0122.04. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2554-15. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. HardieShingle"44-7—J'a Siding JamesHardie STRAIGI fl EDGL. ST,16GEPED EDGE, HAL-F HG!JiNit)S 6 ll'rIVIDIUAL SHINGI-ES EFFE1`7 VIE SEPTEMBEP 2(11 3 INIPORT,8, NT FAILURE TOINS TALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRIT EN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY BEFORE INSTALLATION, CONFIRM TI-iAT YOU ARE USING THE CORRECT HARDIEZDNE' INSTRUCTIONS. TO DETERMINE WHICH ' HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WVP4V,HARDIEZ0NE.00M OR CALL 1-866-942 -7343 (866 9HARDIE) STORAGE & HANDLING: CUTTING INSTRUCTIONS X' 11"3sad o", "- ij v;o aed :-wodvl(; a" f 1.r ne, , sed r x, j r cl f Tu I" 11 r'IC C" t'Y GENERAL REQUIREMENTS: j" ing, can i"e t a I13ov9f :vccf.: "f 24 kxa-vc h JH Tech Bulletin 19 2. "AVVc.1'r' vwe" e 'I 16141 ,,: 1 C 1"000cr aving I r, a G I:!" lc'a I "'w I"" r IQ vt I! r -e 'I o 1--';llde ly"alne, ilarlt' a 100 lul 11'siadrig Jaw'es ail "'Ioxarc, ;etJdj in 2 3 J a minim r in -Ie tne Dc'lct rw"jl'; af-"s oa,de Su..!" ;lllt 'ne o-" r PC N01 Aialk;f! llaso paint, G, -i) Jai-eS CLEARANCES ln"!ail sk" ing '- rlc: v" n tjari!ao a 2 N cl,2a. 1c" net"'Ivlell f-:r li'' i'-'coc-s ancl cat!s noc%'. edqr"f wra alacn: 4inl"lle jl'-V:': ' Figure 2 Figure 1 SiCEi.YC it 77j W (" I" Figure 3 A: 'Ile nu% lw 0 lle Xl sjrta"'-a' le"(IITI .il(! all Figure 4 WARNING: AVOID BREATHING SILICA DUST n "A(' st'Ai k- A-4 Sl';Y'" x j J f ll'.t J, n P' j— DAS VIA TTA4 nowantal lormg, Figure 5 Figure 6 gutter aril er"d cap QK2 Figure 7 KICKOUT FLASHING a sir pac md one of we now a Wal Ams"'J of qmu it i A vo my son a pvolll 0emofmaca"arced winvacmasna vflw Me rcof tern-aMS rSOU a im "W-0 wy S:,O, %,-, la t.11 l ii 11,j i-,,O'" _', Amnon we ans" It ve SCUN re nmt,: 0 is. RV An Ard no V nyj no w",:! I t-- Hpm I saint Mang no, MW W-x, reamm cowl a lost n Nwud 4 PC cale RM5 231 OWN 301 De j m r a r pq ww a voy Arno mmy wmwmM me own A w4d Aver, OW , 4" M Imarum War, ,to wto- TRIM CONSIDERATION: BLOGKED PENETRATIONS cj . khmmum '' mup jxknes 1 innu a Plot TXk W a !qM X'TQC 'W&W TO F pywramps awl' as I 's , as nase cito :, , t vea I aarmnai mr mcm Q Invin qu an owe a zoo mcw me Wfq. 8C & it Uqw san m JY7 WS TWA"aM 0 1) MK C7 Figure A Figure 88 Figure 8C GABLE INSTALLATION: Installation over sheathing is recommended (Required for Individuals) for gables.* l Fix"s YTK mW I ps d Xo GmW and vap a A Ho mw) E mom" W 4 - M Wth V kv xy te aphy me owe to ow = a awk we I khaswe jp 2 q pi am at a TO he u A Xu x! lemq xxx a W& ws'; MWe pow 8 CwQo oomm 1%1 mm to oacir o the saW, salt, Se!yrur first ,,,-n,,i at E,n;ngle - St3rfl[Yj me, fu-st plece at tnevertical I lie left of cente! If you 3r" using stag ge"art eye swifts it M Wwr to first row to the stof!"S'l 5i'wyk' lrtfig,,111 on as gwMrsy" n, Moe KY Vgs 5 cy 11H 31*1 iter W can 2e ate, Ne of no te=ms 1Tq oy "rWo Mac viriers flu We No 11W 1A phowst I MUMT M 7 - =Vn VapV sr 6- am Squo'Q1 MW IWU a WX WY 4 gy SW =00 *=X le semno gm MH snq at Me Wer line, w Pwd row NM ar w N Ww qw a ymw! As Y01 NO, /WU ray, or, gal;le-roke ime jou Koo xw nju pwTs a am jw no menn or vorp3 a T. poll,,Lail 2 Elm We mAq Wil Wdeas a UT Ga ?"mise nnanew cc Wmy V Wke onp,c iv; srang uh m Wn mot- l nwavy Te sys Oc '0 at Wy- 1W I MX31€1 Figure 9 Qum 12 Y% 1 W &ZO NEW sm K WW 1 1 & 7 leyvnrol -01 ,r5own VY a - -V 1"Quiral 13 Figure 14 51W PZ5 811 HARDIESHINGLE r STAGGERED EDGE PANELS INSTALLJW10N P4,.:x,l-er:, Figure 15 1C, HardieShingle Staggered Edge Panel installation i,IsMll P Clw,3 F1 panelilf oaxulfzgs 15, & isure 4key,V3YS 10 'C-; lifle Ui,' of s&Se(;GeM COLIfSaS lnii,- lil a 2 arw s;!t,, tlen lrlsIail 0 -A- ww Y n AW—MAL= at.Ak banter ii so [ lei so tirlat r"are !end,,a tef s stt.d Trial pifrellsrt ldixl rid ilito tr:tin as sro%v- ifias 15 Q 1 Who installing ovea ha ricy-,il 'I Vy 'a( SLlrf' Ga leaVe ',14" gar bO.,ieen ,Wtom of sick ar d fflash(?(secondcourse trim first Panel 4" i SeGlll,' ':Ooof, IeW,11g ij„r ''Gr co illk it 'nit, aci,,! ccwriui-1 "la GQi,lCSB tonit Center of HatdiePlaril, starter position nails an net( tine and secure mto fratring "i'thest stud ;zfp siding strip along me w-,11, Only yhen application :s to mommurn 7,16" thick Ap.A 4 Start N , 3' pcclflGGWI-112, "I'll !%IP101illig 'ne 6ulvalenl sf Clio fljll rated sheathing positton nags or nail ime spaced a maximum of 13 1 4" o -- Allow 3i8'* from pine( edges 1,3" )r 2-1 " OCI tear at,(Jttng tl'e 'out lld Into tsle tnm 7, steps 5 & -3 his Is ' c, iprfveiit nat" erl re,,)eTicrl fit, tar 3 1,3' tro gap for Caulk star, me 11'Y ier-no," Inu e equivalt"Ill i:f %ill 7l jr1o, rr peat St- c jr tt'le .v,,,Il ?c- atint jmt. t;s 2 ismill i?', Note: For aesthetic purposes you may trirn the bottom of the panel to create a straight -7 edge, It doing so, ensure all cuts ends are L I properly sealed and painted (fig14) Figure 16 1,4' gap Do not cawk ciand board HARDIESHINGLE'STAGGERED EDGE PANEL COVERAGE fla` 4e!s sK!ew , lf- tions Il,^? av:,War"IH In 18" S P t-,ces n-edle"', ii,! z, W;IXWdi') 6" o3Xfl(;srwe 1) e lou ocin.,k tn -;f- Fg-Ur, 7" EXPOSURE HARDIESHINGLE" STRAIGHT EDGE PANELS INSTALLATION REFER IAG,kPED LDKIE ''PUC 1 0' ABCVf: Figure 16 3,ai:55 Trim, 1:$min 01 24.. water- resistive I,$ 1)ir g for 0 C gap for gap barrier caulk F— caulk 7T- r, l third i 7" course L - - -----------L I + IiAil, Tz' P7" second7" course + L ane s first curse T second tf`111 first pall GpufSe to hit center cf Ha1`d1eP1anK St3ltilf f,,iflhesn stud lap 5'aing strip costlier nails w rat( line and secure into framing Gnly when a ' rip4cation s to q1trilmum 7 !a" thick \PA rated sheathing.Position nails oil nail fine spaced a maxirnunl of 13 3i4" o c Allow Jeff" fi wi panel edges HARDIESHINGLE" STRAIGHT EDGE PANEL COVERAGE o-ur". : XSJ, HS 1! 121 _P3115 6 13 HARDIESHINGLE ' INDIVIDUAL SHINGLE INSTALLATION 10 FWum 13 Fastener Requirements 1 ca.lk Q 09' x C 22 " HD x T 9 6 V < 0 A 1 YD 61) sidirc"rlils are ... o,(!!,,; 6 ,nvi"', .YA atec swywg, HarlieShingle" Individual Shingle Installation Qw W y0may A Te "MA Wk S 10 %WOC OnYK is ik s Ala mrij jr XWls Spy OM*S ainarur 1 0 Mann W n-mma lap 0, , W" Meet, swassNe Xiss IT , A 0 14' 1 Mm 1 to can shouva 31 j nyyxwpux 0mg warnamnl, A—, M Nst shQ ism fro wd =PPIMA mAT Pq of at ogle pland OMM&AA4 Ai, 1 siacia shongle haNg 1 1 TAPO 0 ..Mal X!- r ly; i:D*ye no Lamr. Amy we Na!l 4 ov on samm cone impq a rnmuln lac 0 1 ! 2 Mm; amaze owns agm Un we mc AWYN As Ir WX Mal 3 MoIle A 110 MH oWnig 302S 2 WrM91 5 M M CC 6 waaw, HARDIESHINGLE' INDIVIDUAL SHINGLE COVERAGE Figure 19 on" C" " -11 — -W" n auc"C: >rA=S a5 Is"t": Bjndli$nee(le"I,7 on 30w" AV M samr can "C Shingle Number Pieces own I BMW PU Bade 4-3/16" 3 15 vim, 6 15 WC 3 15 vim" 6 15 101, 3 15 HARM ESHiNGLE'HALF- ROUND PANELS INSTALLATION Fastener Requirements oostjon nails on nail line a minimum 3,3' frornadge J KyWq HU&SM, or RUM AMC T Xy Wnyq y 7 W GA swo snealng Quire 20 HardieShingle Hall Round Panel Installation W board 0x, 20-- WIN HawhShlrioe poet ;An juts ams in rmmA ccmu: An 4o at uxmg I Me PrUs calk S X-swX env vwe =us Mr 1 $ gap 0 W war,41 M) env nqvifap A not 0W." x agnulant wit'l ses for i Wk 7-1 oim.II a,14 QIY Ni, , I A_! i i:777- 7-77--_ 00 NQ1T NAIL THROUGH Wong stare sma, VIIS AREA 2Mw to MA K rat and era colas her lot nor 2am as 1514- sMay go in y wo oto iini as sloiiiw if gs K) 11;)er nMbq owil WV2 A at IMMOMW spy, wm 1 T4""C Wool J wxm A song my houlng 1 Siam no harg Tinca CIA T nvnnn Val Ta amne A Star me cc=: man iq rnwg me 1.0 lox, 6 u' 24",C agew, abut*irg 'he Cut am no To in Q 20 This G A 1WmeM solm Im M10 "M2 1 Sr.,,? in no ane 01 wMang n swouT 0 ny, A yx wqw, wwgn wovious nourse Cnly ahen 3*pllcattor S to Oys 15 & 7i and spot sop 3 rrWMmNTMWQA 0 nwry X me X0 wwaq SW 2 saw 6 01 2q a xqy S WWI rated Ow"g position nails S.Cm a munurn 0 IC 0 C I-ARMESHN( ME HALF -ROUND PANEL COVERAGE Amw 3 from Pavel t'dps pweh wKwevil wroxicin X1 Aakdo 0 0, Mw Psm lama aw q.1 opp own, A F jiffur-149, MSpace shmgm max 14 3(part eave a Min lap 1 4 1 A bv"On MS M amny've oume waleomwWrl bamer' 7" imn- fustpMe 1 '4' W M % Chou stud stater mno 3A 4- Hard Ran - tit: mwq P4111 CORNER DETAILS A. panels butted against corne r boards B. Panels butted against Square wood strip on inside carrier, (fishing behind Laced Outside Goinet Laced inside corner Mini(TIOU'l (111110 tilir) WINDOWS AND DOORS Building wall components such as winclows, doors and other exterior wall penetrations shall be installed in accordance with the component manutactureCs written installation instructions and local building codes, Where windows or doors are installed, continue the application of siding as if the wall is Complete, Timing for the opening and using the resulting piece may throw off tie spacing above the break, PNEUMATIC FASTENING GENERAL FASTENING REQUIREMENTS Figure ', 7-149, Fasteners must be corrosion resistant, galvanized, or stainless sleel. Electro-galvanized are accepta Ite but may exhibit premature corrosion James Hardie recommends the use of quality, hot -dipped galvanized nails, Ames Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie' products near the ocean, large bodies of water, or in very humid climates Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads, NOTE: Published vvind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction, Consult James Hardie Technical Services if you are unsure of applicable compliance documentation Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding ;,no air space), (fig, A) Do not over -drive nail heads or drive nails at an angle, If nail is countersunk, fill nail hole and add a nail, (fig Bf For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail) Do not use aluminum fasteners staples, or clipped head nails. DO NOT use stain, oil"alkyis base paint, or powder coaling on James Hardie= Products, James Hardie products must be painted within 180 days for primed product and 90 F7' -1 countersunk, days for urnprimed. In addition non Color -Plus' product versions of HardieShingle' SidingUDfill & add nail require a field applied prime coat. 100% acrylic primers and topcoats are snug fILIS11 M, j 00 NOT DO NOT recommended. Do riot paint when wel. For application rates refer to paint Figure A Figure B under drive nails staple manufacturers specifications. Back rolling is recommended when paint is spray applied. James Hardie products can be hand nailed or fastened with a prieumalic tool Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding, A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. It setting the nail depth proves difficult, choose a setting that under drives the nail (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing) CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touchup ColorPlus products, CAULKING For best results use in Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying plyingwith AST M C834. CaLliking/Sealant must be applied in accordance with the Caulking/ sealant manufacturer's written instructions, Note: OSI Quad as well as some other caulking manufactuers DO NOT allow tooling. PRIMING & PAINTING COLOR PLUS' TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE: Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth cr soft brush to gently wipe off any residue of, construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the COlOrPILIS' Technology touch up applicator. Touch-up should be used sparingly. If large areas require touch- up, replace the damaged area with new HardieShingle' siding with Coirif-Plus Technology Laminate sheet must be removed immediately after installation of each course, Terminate non factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus product dealer, Treat all other non -factory Cut edges using the CCIOfPILIS Technology edge canters. available from your ColorPlus product dealer, Note: James Hardie does not warrant the usage of third party touch up or paints used as tOUCh-UP On James Hardie ColcrPlus products, Problems with appearance or performance arising from use Of third party touch up paints or points used as touch-up Mat are not James Hardie touch-up, ,rill not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE ", SIDING AND TRIM PRODUCTS WITH COLORPLUS TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or inildevi Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie'= Products, Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch up section RECOGNTON:' f) acconlance-,vi1i !CC ES Evaivawn Reporl, ESR-22AX HavItestiqie Op sling s vemyv7ed as asuitah,e alternate n) !hat spe(,',ited =m the 20CUM9.32012 internatonai Res;Oontzt Cage 1v Oa- aridTwo-Famty 0tvelirqs, and ±he 2006.2009, & 2012 wernwoonai Budd,rig Code, tWde9iinfre =ap sdog is also fecognzed V application sn Iie f0i'Ovmg: Ctyof Les Angeles Resewch Roper, No 21862, State of Fonda lisiing rL#889. patio Count}, Fofria NCA (1k 02-UN 02, J.S. Dept. of HUD 'AaWzs Reiease 1263c, Texas Cepaobno)t of nsurame Prixim: Evakia!',on EC-23 ctr of Navy York Vat 223- 93AI, and Caftma DSA P4-019 These documems, "ToAt also oe consurtedor adotoria; Wormaron wreffmg N suitaNh', of 11i5 Product for srm1c appl,catcils X2013James it4t-daB,jiding P,o(lucts.I;K Ad,q!itsreserved. Please visit w,,Av jamesnardie,com for Additional ki, Shl, and 9 denote trademarks of registered IraMmarkI Of Product information and Availability JamesHardie James Hardie Tec"moiCV/ U'(Vled, is a leg'Stkrerl Installation Information, Warnings, and Warranties trademark of James Hafd; e Tectinoogy Liritted HS1 I 121_1` 56 6113 Florida Building Code Online2/1512017 eels Home I Log In Uwr RQ9pszrip,un Ficit 'opws 5,,Dri SwChalge Stats & FaCtS P"biscanon's FBC staff DCJS Site Map k-,nkS search JI, ProduCt Approval USER: PublicUse, r OPApplicationDOW, FL It FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/ Email Authorized Signature Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249- 9743 grahrnan@aluminumcoilsinc.com Gareth Rahman grahmanC&aluminumcolisinc. com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249- 9742 PFrost@aluminumcOilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 PRI Construction Materials Technologies, LLC 06/1912020 Locke Bowden I Validation Checklist - Hardcopy Received FL12lg.a R3 Col. ALC15001 F -11 la: Referenced Standard and Year (of Standard) gand_ard Y-qvr AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code https:llwww, floridabLIllding.orgtprlpr_appjtl,aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXrvljsX5GEO%2flCx.zYpyxA%3d%3d 112 f 2115/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method I Option D 08/27/201,5 08/28/2015 09/04/2015 10/16/2015 Summary of Products FL # Model, Number or Name 12194.1 Alumunurn Coils Aluminum Soffit Limits of Use Approved for use in HVKZ; No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use, Description Aluminum soffit panels Installation Instructions ELLIQA H LL1, A " 01, Ealua!:,0—,1Ro_22C, 2_QI4 I`BSoffits, df Verified By: Zachary R, Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports ELLZL9. 1 R3 AEA I E pluqfj0oE( -jMr: LQ 1-4 F Created by independent Third Party: Yes ILI - JIL4 ta eme--11 The State of Florida IS all ANUO en)PIOYef. C221-ont, 429 t1 013 't , Of Statement Once, Florida law, Offiall addresses are Public records. It you do not want YOUF e-mall "noress released In response to a public, ret:orus reqtwSt, do lot sericl electronic adihonalmail, if you have any questIols, please contact 850'487.1395 -pumliarrt to sect", mailToThisentity, 115read, Contact the Office by phone or by ' r Department with an m"' I address '( they have 155.2;5( 1), Florida Statutes, effective October 1, Z012, fic;ensees licensed under Chapter 455, F.S. must provide the one. The emails provided may be used for Official communication with the icensee. However email addresses are public record. If you do not wish to supply a eundeChaptepersonal address, please provide the oeparfme,)( with an email adore, which can be click available to the Public. TO if you are a license 45S, F,S,, pjeaj ick h_e . Product Approval Accepts: ff: l [09 El a https: ilwww.floridabuilding,orglprlpr_appjtl,aspx?param=wGEVXQwtDcluk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2flCXzYpyxA'1*3d%3(I 2/2 TRINITY ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A13360.02.09-R2 FI-12194-112 Date of Issuance: 02/26/2009 Revision 2: 06/23/2015 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. The product described herein has been evaluated for compliance with the 5`h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710-9. 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. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages I through 3, plus a 16-page Appendix Prepared by: 41 The facsimile seal appearing was authooled by Ro6e,l N(eOng"ie", Robert JI.M. Nieminen, P.E. P E on 0(5/23/201S This does not sa,. As A,, ele,t—a,ally tl-d document. -S1g.ad,—ltd hardtop., have been t--tt,cl to the Florida Registration No, 59166, Florida OCA ANE1983 PforittO Approval Administfator and to the nafned client A. -W CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I 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, Exterior Research & Design, LLC. d/b/a 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 TrinitylERD 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, PANEL WALLS - SOFFIT EVALUATION: 11 SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement: Aluminum Coils Aluminum Soffit, as produced by Aluminum Coils, Inc,, has demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subjectect to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 140451 Wind AAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: Ent( Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST1577) Wind Resistance CTLA 1847W 05/01/2008 CTL (TST 15 7 7) Wind Resistance CTLA 2076W 10/04/2011 PRI (TST5878) Net Free Ventilation Area ACIX-002-02-01 12/07/2011 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp.06/19/2020 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels in 16-inch sections. The reported net free ventilation areas are 22.3 in?/ft for the 16-inch 'full vent' configuration, 11.1 m2/ft for the 16-inch 'center vent' configuration, 12.5 in2/ft for the 12-inch 'full vent' configuration or 4.2 in?/ft for the 12-inch 'center vent' configuration. See Appendix 1 for component drawings and Appendix 2 for installation methods, 5. UmITATIONS: SA This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This , Evaluation Report is not for use in FBC 11VHZ jurisdictions. 53 installations shall meet the minimum ventilation requirements of FBC Section 1203.2. 5.4 Limitations relating to design wind pressure resistance are provided in Appendix 2. 5.4.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, as defined in ASCE 7- 10. 5.4.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 5,43 Use of Appendix 2 is limited to enclosed buildings (GCpi = + 0.18), no load combinations (Ki = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K, = 1.0) at the stated maximum eave height. Analysis for buildings failing outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4,4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required, 5.5 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system, 5,6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, U.C. Evaluation Report A13360.02.09-R2 Certificate of Authorization #9503 FL12194-RZ Revision 2: 06/23/2015 Page 2 of 3 TRINITY R D 6. INSTALLATION: 6A Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below. 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2.1 'Wood' substrate herein pertains to nail engagement into southern yellow pine. 6.2.2 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to the minimum embedment depths noted in Appendix 2. 6.2.3 Panels shall engage the F-channel receiver to its full engagement depth, minimum 0.74-inch. 7. BUILDING PERMIT REQUIREMENTS: 7.1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7.2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710.9. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9110; (813) 621-5777 THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A13360.02.09-R2 Certificate of Authorization a9503 FL12194-R2 Revision 2:06/23/2015 Page 3 of 3 0 r4') 2,38" F- CHANNEL (3/8n ALUMINUM Exterior Research and Design, LLC. d/b/a Trinity ERD Certificate of Authorization #9503 Robert Niernmen, PE-59166 18' BLANK 3 / 8 PROFILE 25 TYP 0,125 TYP, TRINITY ERD 2.625 RFF 50 TYP, U, sa Ul tj LOVITRS FOWt.-, IN SAME DAfCTiON AS R9W, Evaluation Report A13360.02.09-R2 for FL12194 R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 11 2 *- F VILL '6-14T Exterior Research and Design, LLC, d/b/a Trinity I E RD Certificate of Authorization #9503 Robert Nreminen, PE-59166 12* COIU Y W it' fv,L AIN; 12_Y,0 iLNI iti, ir 5QQV F"'E. Evaluation Report A13360.02.09-R2 for FL12194 R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 TRIM ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WEND PRESSURE RESISTANCE: Max, Span Table System No. (inch) wall Side Eave Side MOP (psf) Page A 1 1 & 2 12 F-Channel (nailed to wood or block) Fascia Cap +40.0 / -40.0 2-3 A-2 3 12 F-Channel (stapled to wood) Fascia Cap +48.0 / -64.2 4-5 A-3 4 12 1-Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6-7 B-1 P S _ 16 F-Channel (nailed to wood) Fascia Cap +25.6 / -25.6 8 B-2 6 16 F-Channel (nailed to concrete or block) Fascia Cap +33.3 / -33.3 9-10 B-3 7 16 F-Channel (stapled to wood) Fascia Cap +27.0 / -36.1 11.12 B-4 8 16 i-Channel (stapled to wood) Fascia Cap +23.5 / -31.4 13.14 1. The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AH1. 2. "MOP" = Maximum Design Pressure is the result of testing for wind load resistance based an allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9A. 4- Tables are limited to enclosed buildings (GC, = + 0.18), no load combinations (K,„ = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K,, = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5. Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to "NO" indicates additional testing is required. 6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan -view dimension or 40% of the mean roof height, whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4.1 of ASCE 7-10, 7. For existing substrates, the AH1 may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 8. Panel fasteners shall be corrosion resistant. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL12194-112 Certificate of Authorization g9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 1 of 14 TABLE A-1: 12-inch Span, F-Channel (to nailed wood or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. Max. Max. Max. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing Psf) One (1) ruin, One (1) min, I Y,inch 3/8-inch head One (1) min, long x 0,072-inch 1. 12 Wood diameter nail, 24" o.c. Wood 3/8 x 3/8-inch 16" o c diameter x min, 36" ci.c. 40.0 min. 1,25-inch crown staple 3/16-inch head embedment diameter trim nail One (1) Min, One (1) min, 1 Y-inch Concrete O 097-inch One (1) min. long x 0.072-inch 2 12 or CMU diameter T-nail 24" o.c Wood 3/8 x 3/8-inch 16" Q'c diameter x nim. 36" o c. 40,0 block or stub -nail, crown staple 3/16-inch head min. 5/8-inch diameter trim nail embedment I I 1, a FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL W, "i FASCIA LIP 1/4" STAPLE SOFFIT 1-0 ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S. S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT & -FASCIA DETAIL Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by; Robert Niernmen, PE-59166 Appendix 2, Page 2 of 14 Table A-1a: System No. 1 & 2 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 1S0 160 170 4 OK OK OK OK OK OK OK 0<h<30 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 30<h<40 5 u OK OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 40<h<50 5 OK OK OK OK NO NO NO 4 OK OK OK F OK OK NO NO 50<h<60 5 OK OK OK NO NO NO NQ Table A -lb: System No. 1 & 2 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 120 130 140 1s0 4 EOK OK OK QK s CK 0<h<15 5 OK OK NQ NO 4 OK OK CK OK 15<h<20 5 OK OK OK NO NO 4 OK OK OK CK NO 20<h<30 5 OK OK NO NO NO 4 OK OK OK NO NO 30<h<40 5 OK OK N4 NO NO 4 OK OK CK NO NO 40<h<50 5 OK OK NO NO NO 4 OK OK OK NO NO 50eh<60 5 OK OK NO NO NO Table A -lc: System No. 1 & 2 - Exposure Q Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK i OK 0<h<15 5 OK OK No NO 4 OK OK OK NO 15<h<20 5 OK OK NO NO 4 OK OK OK NO 20<h<30 5 OK NO NO NO 4 OK CK NO NO 30ch<Ap S OK N4 NO NO 4 OK CK NO NO 40<h<50 j 5 OK NO N4 NO 4 OK CK NO NO 50<h<60 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A13360.02.09-112 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 3 of 14 TABLE A-2: 12-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side F-Channel Max, System Span Max. No. (inch) Substrate Fastener — spacing Substrate Three (3) min. x Y-inch Wood crown staples 24" o,c. Wood in a diamond pattern TRINITY ERR Eave Side Soffit Fascia Cap Max. F Max. MOP Fastener Spacing Fastener SpacingI y_ sf) ps 1) . " _ One ,-) min. I One (1) min K x inch long x 0.072, 48,C inch crownric "ow o c8" ci'c inch diameter x 48" O.C, 64,2 staple min. Y-inch head diameter trim nail SOFFIT OPEN RAFTEROPEN TAP IT RNblAMQLD_ IV AIL 3 4* X 1/4* X 14 4rRSTAPLESci .S7CROWNST was ONOUSINGADIAMOND RNPATTERNP \FTE FACIA BOARD FASCIA CAP 4' X 1/4' STAPLE 8* ON CROWN CENTER 1 TRIM RAIL PAINTED4S,5. FFACLA BOARDk L, 3/4" I. NjTRIM FASCIA CAP CANCHANNEL7CAN BE PAINTED S.S. 48* 3/4 x 1/4- INSTALLED WITH THE NAILING FLANGE LIP OR O-C, CROWN STAPLEC.0 DOWN SOFFIT- jSOFFIT WOOD S Q F F I A-5—C- _16 ESUBSTRATE QELAIL Table A-2a: system No. 3 - Exposure B Basic Wind Speed (mph) Eave Height (ft) pressure Zone 110 120 130 140 150 160 170 180 190 200 4 OK OK OK OK OK OK OK OK OK OK 0 < h < 30 5 OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK OK O K OK OK OK OK 30 < h < 40 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK 0 , K OK OK OK OK 40 < h < 50 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK NO So < h < 60 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, LLC, d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nreminen, PE-59166 Fvaivation Report A13360.02,09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 4 of 14 rvffl Table A-2b-, System No. 3 - Exposure C Basic wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 140 150 160 170 180 190 4 OK OK OK OK OK OK OK OK I OK 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK 15 < h < 20 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK NO 20 < h < 30 5 OK OK OK OK OK OK NO No NO 4 OK OK CK OK OK OK j OK NO NO 30 < h < 40 5 OK OK OK OK OK NO NO NO NO 4 OK OK OK OK OK OK NO NO 40 < h < 50 5 OK OK OK OK OK 0A CKNO NO NO 4 OK 0) K OK OK OK OK NO NO NO NO 50 < h < 60 5 OK OK OK OK OK NO NO_ NO NO Table A-2c: System No. 3 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 140 150 160 170 4 5 OK OK OK OK OK OK OK OK OK OK OK OK CK NO 4 OK OK OK OK OK OK OK 15 < h < 20 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK OK0 NO 5 OK OK OK OK 0NO NO20<h<30 4 OK OK OK OK CK OK NO 30 < h < 40 5 OK OK OK NO NO NO 4 OK OK OK OK OK OK NO 40 < h < 50 5 OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 50 < h < 60 5 OK OK OK 2K NO ------ NO NO Exterior Research and Design, LLC, d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FLJ 2194-112 Revision 2: 06/23/2015 Certificate of Authorization 119503 Appendix 2, page 5 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD TABLE A-3: 12-inch Span, J-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side J-Channel to Substrate Soffit to J-Channel Soffit Fascia Cap Max. Max, Max. System Span Sub- Max. Max. Sub- MDP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psf) One (1) One (1) min. 1%- Three (3) min- #8 x One (1) inch long x min. % x Y.- A -inch min, Y. x 0.072-inch 48,0 4. 12 Wood inch crown 24" ox, long x 16" o,c. Wood Y.-inch 8" o.c. diameter x min. 48" o,c. staples in a 3/8-inch crown Y -inch head 64.2 diamond head staple diameter trim pattern diameter nail screw OPEN RAFTER SQFFII 5j P E LIST DDO P AT T -R N DETAIL FACIA BOARD ICT"'7" I 3/4' x 1/4* CROWN STAPLE '24* ON CENTER USING A DIAMOND PATTERN FASCIA CAP 1 Li 3/4- X 1/4- CROWN FACIABOARD 1-3/4" TRIM NAIL STAPLE '8' ON CENTER PAINTED S.S. CHANNEL TRIM NAIL I Llilt " - PAINTED S.S. 48" FASCIA CAP ita' 'd Q.C.\ 3/4- X 1/4- V,- CROWN STAPLE WOOD OR BLOCK SOFFIT 5QF DI SUBSTRATE 9 ETALL Table A-3a: System No. 4 - Exposure B Eave Height (ft) e Zone Basic Wind Speed (mph) 110 120 T130 140 150 1 160 170 180 190 200 4 OK OK OK OK OK OK OK OK OK OK 0 < h < 30 5 OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK OK OK OK 30 < h < 40 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK OK 40 < h < 50 5 OK OK OK OK OK OK OK OK NO F NO 4 OK OK OK OK I' OK OK OK OK I OK NO 50 < h < 60 5 OK OK OK OK I OK OK OK NO NO NO, Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nienlinen, PE-59166 Appendix 2, Page 6 of 14 Table A-3b: System No. 4 - Exposure C I Eave Height (ft) Pressure Zone Basic wind Speed (mph) 1-10 1-20 130 140 150 160 170 1 80 190' 4 OK OK OK OK OK OK OK OK CK i 0<h<15 5 OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK CK OK CK CK 15 < h < 20 2L- 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK 1 NO 20<h < 30 5 OK OK OK OK OK OK NO NO NO 4 OK OK OK OK OK 7K GK NO NO 30<h < 40 5 OK OK OK OK OK NO NO NO NO 4 OK OK OK OK OK OK OK No NO 40< h <SO 5 OK OK OK OK OK NO0 NOt NO NO 4 OK OK OK OK OK 0 K NO NO NO 50 < h < 60 5 OK OK OK OK OK NO No NO NO Table A-3c* System No. 4 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK No NO 30 < h < 40 4 OK OK OK OK OK OK NO 5 OK OK OK OK No NO NO 40 < h < 50 4 OK OK OK OK OK OK NO 5 OK OK OK NO NO No 50 < h < 60 4 OK OK OK OKE K OK N NO NO OK OK OE 0 NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360,02.09-R2 for FL12194-R2 Revision 2:06/23/2015 Certificate of Authorization 49503 Appendix 2, Page 7 of 14 Prepared by: Robert Nieminen, PE-59166 TABLE 8-1: 16-inch Span, F-Channel (nailed to wood) & Fascia Wall Side Cap F-Channel Max. System No. Span inch) Max. Substrate Fastener spacing Substrate One (1) min. 3/8-inch head 5, 16 Wood diameter nail, 24" o.(. wood min. 1.25-inch embedment TRINITY ERD Eave Side Soffit F-1:1. Cap Max. Max. MDP Fastener Spacing Fastener Spacing Psf) One (1) min. 1Y- inch long x0-072- one (1) min. 3/8 inch diameter x 36" o,c 125.6 x 3/8-inch Crown 16" o.c. min. 3/16-inch St3PIe head diameter trim nail SCIFFIT (OVERHANG WIDTH VARIES) CHANNEL 17'4S'AA LIP 1/4" Table 8-1a: System No. 5 - Exposure B Eave Height (ft) av e Height (f I) Pressure Zone 0 < 0O<h< 303: 4 S 0 < In < 4030EE 4 5E5Ci40 < h < 50 4 S 50<11<60 4 STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" Q.C. PAINTED S.S. 1 3/4" TRIM NAIL N,111N, 5 NAILS PER 12' PIECE Fr IT FAS(.IA NAIL Basic Wind Speed (mpnj 11010 12020 13013, 0 OK OK 0 ' OK OK OK OK OKMOK20K_ NO3NO gi— NO NO OK OK 0NO 0 NO NONo OK OK NO0 OK 0 No Evaluation Report A13360.02.09-112 for FL12194-R2 Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD TABLE 8-2. 16-inch Span, F-Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F,Channel Soffit Fascia Cap Max. Max. Fastener Max, Fastener Max. MDP System pan Spacing Spacing (Psf) No. (inch) Substrate Fastener Spacing Substrate One (1) Min, 0.097-inch Concrete diameter T-nail 24" o,c. Wood 6. 16 or CMU or stub -nail, block min. 5/8-inch embedment One (1) min 1% inch long x 0.072- one (1) min 3/8 inch diameter x x 3/8-inch crown 16" o.c. min. 3/16-inch 36" ci c- t33.3 staple head diameter trim nail ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WID1*H VARIES) F' CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" k-—PAINTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Evaluation Report A13360.02.09-R2 for FLI2194-R2 Exterior Research and Design, LLC, d/b/a Trinity) ERD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 9 Of 14 Prepared by: Robert Nteminen, PE-59166 MMUMMr Table B-2a: System No. 6 - Exposure El Eave Height (ft) Pressure Zone Basic wind Speed (mph) 1100 10 120 1 0130 140 140 iso 4 OKOK OKOK OKOK OKOK OK 0 < h < 30 OK OKg KOK0 KOK0 OK OK NO 4 OK OK OK OK0 NO 30 < h < 40 5 OK OK OK NO NO 4 OK OK OK OK NO NON0 40<h<50 5 OK OK NO NO NO OK OK OK OK NO So < h < 60 5 OK OK NO 40NO Table B-2b- System No. 6 - Exposure C - Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 140 4 OK OK OK OK 0 < h < 15 S OK OK NO NO 4 OK OK OK NO 15 < h < 20 5 OK OK NO NO 4 OK OK K NOC 20 < h < 30 5 OK NO NO NO 4 OK OK NO NO 30 < h < 40 5 OK NO NO NO 4 OK OK NO NO 40 < h < 50 5 OK NO NO NO 4 OK OK N 0 NO 50 < h < 60 5 NO NO NO NO Evaluation Report A13360.02.09-R2 for FL12194-R2 Exterior Research and Design, LLC- d/b/a Trinity) [RD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, page 10 of 14 Prepared by: Robert Nierninen, PE-59166 TABLE B-3: 16-incl Max, System Span No. (inch) T 16 TRINITY ERD Span, F-Channel (stapled to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. Max. Max. MDP Substrate Fastener Spacing Substrate Fastener Spacing Fastener spacing Psf) One (1) min, I Y - Three (3) min. x Y-inch One (1) min. % x inch long x 0.072- 27.0 Woad crown staples 24" ox Wood Y-inch crown 8" o.c' inch diameter x 48" Q.c, 36.1 in a diamond staple min. Y.-mch head diameter trim nail pattern STAPLES 4; FFIT SiTAPLE OPEN RAFTER :DI:A M ON P AT7 RN 4 - X I 'QETA!L 0 T PLES 3/4- X 1/4- CROWN STAPLES USINGSING A DIAMOND PATTER" I FACIA 80ARD FASCIA CAP 3 4- X 1/4' CROWN 3/4- TRIM .,I STAKE W ON CENTER F* CHANNEL CAN K PAINTED S.S 48" INSTALLED WITH THE O'C- NAILING FLANGE UP GQwN L SOFFIT- woos SLQSTWIC 1-3/4- TRIM NAL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4' CROWN STAPLE Z)FFIT & FASCIA DETAIL Table 8-3a; System No. 7 - Exposure 8 Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 12M 1200 130 40140 ISOiso 160 4 or OK0 OK OK OK CK 0 < h < 30 5 0 K OKOK OK OKOKP-- NO 4 OK OK 0 K 0 KOK OK NI:P100 30 < h < 40 OK OK0 OK NO0 NO NO 4 6K OK OK OK OK NO h < 40 < 505 5 OK OK OK NO NO NO 4 OK OK OK OK NO NO 0 < h < 6050 < 5 OK OK OK NO NQ NO Evaluation Report A13360,02.09-R2 for FL12194.R2 Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Revision 2: 06/2 3/2015 Certificate of Authorization #9503 Appendix 2, Page 11 of 14 Prepared by: Robert Nierninen, PE-59166 TRINITY ERD Table B-3b: System No. 7 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK OK 0 < 1) < 15 5 OK OK NO 4 OK OK OK OK OK 15 < h < 20 5 OK OK NO NO 4 OK OK OK NO 20 < h < 30 5 OK OK NO NO 4 OK OK OK- NO 30 < h < 40 5 OK NO NO NO 4 OK OK NO NO 40 < h < 50 5 OK NO NO NO 4 OK OKFEEE NO NO 51) OK NO NO NO Table 8-3c: System No. 7 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 4 OK OK2L OKJ__ 0< h S15 5 OK OK NO 4 OK OK OK 15<h<20 5 OK No NO 4 OK OK NO 20 < h < 30 5 OK NO N 0 4 OK OK NO 30 < h < 40 5 OK NO NO 4 "--EK i OK NO 40 < h < 50 5 NO NO NO OK NO NO 50 <I :C 4 55 NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02,09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, page 12 of 14 TABLE B-4: 16-inch Span, )-Channel (stapled to wood) & Fascia Cap Wall Side Channel Max. System No. Span inch) Max. Substrate Fastener Spacing Substrate Three (3) min. Y. x Y- inch8. 16 Wood crown staples 24' Wood in a diamond pattern OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4- TRIM NAIJ PAINTED S.S. 48' O.0 WOOD OR BLOCK SUBSTRATE TRINJTY ERD Eave Side 1 Soffit Fascia Cap Max. MOP Fastener Fastener Spacing Psf) One (1) min. 1Y.- One (1) min. Y- x inch long x 0,072, 23,5 A -inch CrOW" 8" o.C' inch diameter x 48" o.c 31.4 staple min. Y.-inch head diameter trim nail Lj 31V IIETWE F7FITEEL STAPLETOU; k QLA M N2NI PATTERN FACtA BOARD QELAIL FASCIA CAP 3/4* x 1/4' CROWN FACIA BOARD 1-3/4* TRIM NAIL i STAPLE "8* ON CENTER PAINTED S.S. FASCIA CAP CROWN STAPLE SOFFIT — 5aEEE__&KIA 0E,TAII. Table 15-4a- System No, 8 Exposure B Basic Wind Speed (mph) Eave Height (ft) Pressure 2:11,1! 110 120 130 140 T-150 4 OK OK OK OK OK 0<h<10 5 OK OK OK NO NO 4 OK_ OK OK OK NO 30 < h <40 5 OK OK OK NO NO 4 OK OK OK OK NO 40 < h < 50 5 OK NO NO NO 4 OK OK CK NO NO So < In < 60 5 OK OK NO NO NO Exterior Research and Design, LLC, d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nieminen,PE-59166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 13 of 14 Table 11-4b: System No. 8 - Exposure C Eave Height (ft) i Pressure zone r 1 4 0 < h < 15 5 4 15 < h 20 5 20 < h < 30 5 4 30 < h < 40 5 4 40 < h < 50 5 4 So < h < 60 5 TRINITY ERD Basic Wind Speed (mph) 110 120 130 OK OK CK CK OK NO QK CK CK 2K NO NO OK OK NO 2K NO NO OK OK NO OK NO NO 2K CK NO NO NO NO OK NO0 NO NO NO NO Table BAC: System No. 8 Exposure Basic Wind speed (mph) 110 120EaveHeight (ft) Pressure Zone OK- CK 4 0 < h < 15 OK NO 4 CK OK 15 < h < 20 NO NO E<h 4 CK NO NO NO20 < 30 5 CK NO 30 < h<40 5 NO NO OK NO 4 40 < h < 50 5 NO NO OK NO 4 NO NO50 < h < 60 5 Exterior Research and Design, LLC, d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nierninen, PE-59166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2:06/23/2015 Appendix 2, Page 14 of 14 1 2/15/2017 Florida Building Code Online FL # FLI0124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email I Campus Drive Pari5ppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Njeminen lindareiLh@tf,inityerd.com Technical Representative Both McSorley (current) Address/Rhone/Email I Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley @;gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nierninen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W, Knezevich, PE 11 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By EL-1-0 L11 P -' —)C C I -a2—'6 Ql—(211-1'L-,-"—)', 12-e —r-I—d' StanandYear ASTM 01970 2009 ASTM D3161 2009 ASTN103462 2009 ASTM D7158 2008 TAS 107 1995 https: llwww.floridabuilding.orglprlpr—appjtl,aspx?parani=wGEVXQwtDquracBeVCbdMQNZ06Zesy3BpT6YGGOoRawtpb5sSbzrBQ%Wlo3d 112 2/1512017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 10124, 1 Model, Number or Name GAF Asphalt Roof Shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other; Refer to ER, Section 5, Method I Option D 08/26/2016 08/26/2016 08/30/2016 W/ 13/2016 Description Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Installation Instructions EU_Q124R1jJL2 l6 3 FINAL ER A A, h&I whin_qlgs_FL1Qk_14-R19 pcL Verified By: Robert Nierninen PE-59166 Created by Independent Third Party: Yes Evaluation Reports P —11,4 —It F 4-Pig d` Created by Independent Third Party: Yes uallis L6 ah2nP 4 -4, T-t 24 The State of F10nda is an AA, CEO elflialchee,. Coo,,,,,ght 2007-2013 SWhc of Florida. Prlv e Sta ernent : Aan-_siLAty_Statement Under Florida la,,, enhall addresses are public record'. if you do not want your e-ortaii address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone o, by traditional mail. If you have any questions, please contact 850.487,1195. `Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees Iscenw.d under chapter 4W F.S. nj,st provide the Department with an email address if they ha" one The ernads provided may be used for official cGromuVicarriOn with the licensee, However email addresses are public record, It You do not wish to supply a personal address, plea " provide the Department -th an ernad address vrhir.n can be made a,adable In the pubh<_ To determine if you are a licensee under Chapter 455, F. S_ please CIrCk qaa—O, Product Approva I Accepts: El § EE 0 cat(,: Safe https:// www. floridabuilding.orgtprlpr2pp__Ml,aspx?param=wGEVXQwtDqLiracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%3d 2t2 of EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of A uthorizotion #9503 353 CHRISTIAN STREET, UNIT#13 J'TRINITY ERD WORD, CT 06478 PHONE: (203) 262-9245 FAX: 1,203) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506,01,08-1117 I Campus Drive FL10124-RIS Parsippany, NJ 07054 Date of Issuance: 01/03/2008 Revision 17: 03/31/2015 SCOPE: This Evaluation Report is issued under Rule 6IG20-3 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 S"' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 Tha f... ..1 app4a-q was jutho,,md by lobrt N: r,WR, P F. - 03/31/201$. J... -it serve Is 0, t'..mok4lly Ogtd Jined, ledled hAldwPles have ttC31 t,.—Itloj to the c4-t Apo —I Ad- rlstrgt., and 11 Zh- -11-d C4e'4 CERTIFICATION OF INDEPENOENCE: 1. TrimtyJERD does not have, nor does it Intend to acquire or will it acquire, i financial interest in any company manufacturing Or distributing products It evaluates. 2. Trinity( ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, R.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product, 5. This Is a building code evaluation. Neither TrInityl ERD 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. J TRINITY; ERD ROOFING SYSTEMS EVALUATION: SCOPE*. Product Category; Roofing Sub -Category; Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Budding Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section Progert Sta!21ard Year 1507.2.5, R9051A physical properties ASTM D3462 2QC9 1507.2.7A, R90S,2.6,1 Wind Resistance ASTM D3161 2009 1507,2.7.1, 490SZ6.1 Wind Resistance, ASTM 071S8 2008 1507,23.1, R905,2.6,1 Wind Resistance TAS 107 1995 REFERENCES: 99 Ml GAF (PDM 1915) PRI (TST 5878) PRI (TST 5878) PRI (TS7 5878) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) U L (TST 1740) UL (TST 1740) L (TST 1740) JL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (7S7 17401 UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) M (TST 1740) UL (TST 1740) U L (TST 17 40) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 17401 VL (TST 1740) UL (TST 1740) UL (TST :740) VL (TST 1740) UL (TST 1740) UL (TST 1740) VL(TST 1740) Exterior Research and Liesign, LLC, Certificate of Authorization #9503 Examination Letter of Equiva ency ASTM 03462 ASTM D3462 Wind Univen Rain ASTM 03462 ASTM D3462 TAS 107 ASTM D3462 ASTM 031161, TAS IC7 ASTM 03161 ASTM 03462 ASTM 03161, TAS 107 ASTM 03161, TAS 107 ASTM 03161 ASTM 03462 ASTM U3462 ASTM 03161 ASTM D3161 ASTM D3462 ASTM D31611 ASTM D3462 ASTM 031161 ASTM D3161, 03462 ASTM 03161, 03462, AS71V, 03161, o3462 ASTM 03462 ASTM D3161, 03462 ASTM D3161 ASTM 03161 ASTM D3'61 ASTM D3161, D3462 ASTM 03161, X158, 03462 ASTM D3161, D3462 ASTM 03161, D3462 ASTM D3161, D3462 ASTM D3161, D7158, D3462 ASTM D3161. D7158, 03462 A5TM, 03161, D7155, D3462 ASTM 03161.07158,D3462 ASTM D3462 ASTM D3462 ASTM 03161, 07158, D3462 ASTM 03161,:)7'S8, D3462 ASTM 03161, 07158, D3462 Frefe[Crice Seat -A -Ridge impact Resistant IR GAF-059-02-01 GAF-080-02-01 GAF-407-02-01 93NK6295 99NX43835 94NK9612 DINK06632 OINK9226 OINK37122 011037122 02NK12990 02NK30871 03CAS367 03NK26444 04NK13850 04NK13850 C41\1,00546 04NK22009 04NK22OC9 035NK27924 05NK27924 06CA13077 06CA18074 06CA35251 06CA31503 06CA41095 07NK05228 06CA31611 U6CA61148 07CA31742 OSCAG61CO 07CA55908 09CA'0592 09CA06856 09NK05647 09CA27281 IOCA35554 IOCA13686 10CA07264 10CA11953 IONK11951 ION'<12370 CKA06100 PAM 01/1312014 09/02/2004 05/25/21,05 01/2112013 11129/1993 01/12/20co 03/29/2XO 02/02/2)Cl 05/21/2,Xl 12/18/20cl 12/1912002 04/10/2002 09/0912002 03/1'-/2003 10/171M3 06/07,12004 06/23!2004 O3/1012005 05/06/2205 05/0912,TS 02/10/2006 02/11/2006 06/05/2006 C6/16/2C06 10/18/2cm 12/01/2C06 12/27/2GO6 03/1317CO7 04/04/2007 04/09/2007 11/08/2007 03/13/2009 04/0*112008 03/26/ZC09 0511512CO9 08/01/ZC09 08/27/2CC9 03/05/2013 05/15/7.010 05127/20'0 10/29/20-0 10/30/20'-0 11/04/20'0 011'30/2010 Evaluation Report 01506.01.08-RI7 FLI0124-RIS Revision 17:03/31/2015 Page 2 of 5 TRINITY'ERD Entity E ar!Llnatlon Reference Date Ut, (TST 1740) ASTM D3151, D7158, 03462 IOCA53934 03/3!/2011 UC (TST 1740) ASTM D3161, 0158, 03,162 11CA48924 I0/22/2011 UL (TST 1740) ASTM D3161, D71S8,03462 IICA47919 12/03/20"1 UL (TST 1740) ASTM D3161, 0158, 0462 11CA48,1108 12/08/2011 UL (TST 1740) ASTM 03 16 1, D7158,12462 11CA48725 12/09/2011 M, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UI LLC, (TST 9628) ASTM D3161, D7158,0462 12CA58151 02/15/20.3 UL, LLC. (TST 962 8) ASTM D3161 12CA38083 02/26/20-3 LA, LLC. (TST 9629) ASTM D3161 13CA32332 UL, LLC, (TST 9628) ASTM 03161 13CA37934 08/0/ 2013 2/2013 UL, LLC, (QUA 95 25) Quality Corn Inspection Report,, RZ', rviobi a, AL 11,121/20 14 VIL, LLC. (QUA 96 251 Quality Control Inspection Report, R21, Myers own, PA 02/C61201S UL, I.I.C. (QUA 9625) Quality Controi inspection Report, RZI, Tusca;oosD, At 02,120/2015 UL, I.I.C. (QUA 96 ZS) Quality control Inspection Report, RZI, V-1.,higan Cty, IN 02/119/2015 UL, LLC_ (QUA 9625) Quality Control ins , pection Report, R21, Shafter, CA 01/015/2015 LJL, I.I.C. (QUA 9625) Quality Control Inspection Report, a21, Savannah, CA 02/23/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Winneapciiis, W4 02/m/20IS UL, LLC. (QUA 9625) Quality Control inspection Report, R21, Mt. Vernon, IN UL, LLC, (QUA 9625) Quality Control inspection Report, R21, Baltimore, MD 02/11/201,5 Ul., I.I.C. QUA 962S) Quality Control inspection Report, R21, Tampa, FL 03/05/2015 UL, LLC. (QUA 9625) Quality C0,11rol inspection Report, R21, Dallas, TX 02/25/201S UL, LLC, (QUA 96 25) Quality Control Inspection Reoort, R21, Ennis, TX 03/07/2015 UL, ttC, (QUA 962S) Quality Control Inspection Report, R21, fortaria, CA 03/02/2015 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shinjdg5 4.1.1 Marquis" WeatherMax", Royal Sovereign' and Sentinels are a fiberglass reinforced 3-tab asphalt roof shingles. 4.12 Camelot®, Camelot* 11, Country Mansion" 11, Grand Canyon", Grand Sequoia", Grand Sequoia* IR, Monaco*, Sienrial, Timberline American Harvests`, Timberline"' ArmorShield- 11, Tirriberline" Natural Shadow,", Timberline HD,", Timberline* Cool Series, Timberline Ultra H01 and Woodland" are fiberglass reinforced, laminated asphalt roof shingles, 41.3 Slateline-11 Is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip& Rid Shin &les. 4.2.1 Seal -A -Ridge" Ridge Cap Shingles, Seal -A -Ridges IR Impact -Resistant Ridge Cap Shingles and Tinibertex'O Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles, 43 StartertjR5Ls: 4. 3.1 Pro -Start Starter Strip Shingles and Weather Blocker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. 5. LIMITATIONS*. 5. 1 This is a building code evaluation. Neither TrinitylERID nor Robert Nlemmer, P.E, are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5. 2 This Evaluation Report is not for use in the HVHZ. 5. 3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5, 4 Wind Classification: 5. 4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507,2.7.1 and R905,16.1 to ASTM D3161, Class F and/or ASTTV1 D7158, Class H, indicating the shingles are acceptable for us In all wind zones up to V,, d = 150 mph (V,I, = 194 mph), Refer to Section 6 for installation requirements to meet this wind rating. SA 2 The GAF hip & ridge shingles noted in Section 4,2 are Classified In accordance with FBC Tables 1307.2.7.1 and 11905, 2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V3;d = 150 mph V,, R - 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, U.C. Evaluation Report 01506.01.08-R17 Certificate of Authorization #9503 FL10124- R15 Revision 17: 03/3112015 Page 3 of S TRINN TYIRD 5. 43 Classification by ASTPA 07158 applies to exposure category B or C and a building height of 60 fee, or less Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5' 5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F. A.C. Rule 61G20-1 6. INSTALLATION: 6. 1 Underlayment; 6. 1.1 Vnderlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 6IG20-3, per FBC Sections 1507,2.3, 1507.2.4 or R905.2.3. 6. 2 Starter Shingles: 6, 2. 1 Installation of pro -start Starter Strip Shingles and Weather8locker Premium Eave/Rake Starter Strip shall comply with the manufacturer' s current published instructions, 613 Asphalt Shingles: 6. 3.1 installation of asphalt shingles shall comply with the manufacturer's Current published instructions, using minimurn four 4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: 0- Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. 6. 3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507,2.6 or R90SZ5. Staples are not permitted 6. 3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6. 4 Hip & Ridge Shingles: 6. 4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". its- Saalant t—( 29zlvm) Y sollante 25 mm) Enduit 16tanchaite 12, 305 MM) 6 s V, - 7 5/8' M - 194 MM Exterior Research and Design, LLC, Evaluation Report 015015.01,08-R17 Certifficate of Authorization #9503 FLI0124- RIS Revision 17: 03/31/201S Page 4 of 5 TRIN17Y ERD 6.4.2 installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum, two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant or F N44 CW) mf* n;'S moll 6.43 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R90525. Staples are not permitted. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2,7.1 / R905.2,6,:. 81 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CIA entity for information or, which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LIC —QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-9:17 Certificate of Authorization 09503 FL10124-RI5 Revision 17: 03/31/20IS Page 5 of 5 2115/2017 Florida Building Code Online SCIS Home Log In Use, RegW,atlon Hot Top'cs S.Orn'r 5kj'Cho"Jv Slats & Fa'!S Pubiwai,ons FBC. Staff B(As 5f6e map [.inks Search uUS ER: u,I, ,Approvalb' j, P C UserdrPApplication De ta i I FL # FLI5216-R2 Application Type Revision Code Version 20t4 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mI: upas@)jnterwrap.com Authorized Signature Eduardo Lozano elozano@) interwrap.com Technical Representative Eduardo Lozano Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@tnterwrap, com Quality Assurance Representative Addres,,,/ Phone/Emal Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code IS07.23 1507.53 1507.8. 3 1507,9. 3 R2 COI 2015 01 COI r Niir Ia_,,)Lf f_LaiIlUps://www. floridabuilditig.orgipr/pr_appjtl.aspx?parar-n=wGEVXQwtDqv3yVVKJZIQRAdhyl2u8kQGQyIjaHhVeiOpVSvxwSdCoQ`/`3d`/`3d 112 211512017 Florida Building Code Online 1507.9.5 TI 507.8 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 15216.1 RhinoRoof Underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/2312015 Description Synthetic roof underlayments Installation Instructions E—LI 5 2 15 R2 .:L201 4JF Jj F Lj I 6 Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes tao " : 2601 Bla" stone ko d T ktahassea 3. 39q atgtjr- SG--4 ' r v 1 The State of Florida rs an AA/EEO employer. Cony,ight 2007 201,3 State GfFlonda :; enyajy Statement :, Accessibility Statement Under Florida law, email addresses are public records. If You do not want your e-mail ado"ISS released in response to 4 public -records request, on not Selo electronic mail to this entity. Instead, contact the Office by phone or by traditional mail, If you have any questions, please contact 850.487.1395, *Purswant to Section 455.275( 1), Florida Statutes. effective October 1, 2012. licensees licensed under Chapter 455, F.S. must prQvtde the Department with an email address if they have one. The emaNs provided may be used for official communication with Idle licensee. However erna;I addresses are public record. It you do not wish to supply a personal address, please provide the Department with an Lillad address which can be made available to the public. To determine if you are a lneosee tiNR,,r Chapter 455, F,S,, please drck tgle, Product Approval Accepts: a Gredlli Car'(11 Safe https:IAArww.floridaWIding-orgtprlpr_,appjtl.aspx?param=wGEVXQwtDqv3yVVKJZ10RAdhyt2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%34d 2/2 TR|N|—FY ERD EVALUATION REPORT nuorwraA Inc. 5Z9Z3Mission Way Mission, 8[0V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC Certificate nyAuthorization #9503 as» cxn/sTmwSTREET, UNIT wz3 OXFORD, CT oawo PHONE: (m») za2'ym5 FAX: (zo3} zsz-yz4s Evaluation Report 140S10.0 12-R FLls216-R2 Date ofIssuance: V2/17/2¢12 Revision2:O4/27/ 2015 SCOPE: This Evaluation Report is issued under Rule 6lG20-3and the applicable rules and regulations governing the use o[ construction materials in the State of Florida. The documentation submitted has been reviewed byRobert Nieminen' P,p. for use of the product under the Florida Building Code and Florida Building [ode. Residential Volume. The products described herein have been evaluated for compliance with the 5* Edition (2014) Florida Building Code sections noted herein. DcSCmpnom: RhinuRoofUndedoyments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report isvalid until such time as the named p'nduct(dchanges, 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 orthe referenced Quality Assurance documentation changes. Trinity|ERDrequires ocomplete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle, ADVERTISEMENT: The Evaluation Report number preceded bythe words 7iinitylERD Evaluated" maybe displayed in advertising literature. \fany portion ofthe Evaluation Report isdisplayed, then it shall bedone inits entirety. INSPECTION: Upon request, acopy nfthis entire Evaluation Report shall beprovided tothe user bythe 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 ].K8.N|ominen,P.E. Florida Registration No. oz66, Florida nmANE1983 V. The fa—ndeseat =pea—mwas auth~ Ni—i—,,, m^vw" ".d°"*—le °=*°"on,w** Rm l.dwm=°*~*~"°"-tkqd°in' CERTIFICATION OF INDEPENDENCE: z Trinity[ cnodoes not have, nor does /t intend to acquire or will /t acquire, a hn^,cm/ /m° w,t uany company manufacturing or distributing products uevaluates. z. nnmty|sqounot owned, operated or controlled by any company manufacturing or distributing products it evaluates. s. Robert m/*m/ nev^p.E. does not have nor will acquire, vfinancial interest many company manufacturing o,distributing products for which the evaluation reports are being issued, Robert Nieminen, P.E. does riot have, nor will acquire, a financial interest in any other entity involved in the approval process of the product, s, This is building code evaluation. me/*ernm/ty|cxo no, xvm,* w'em/^eo' pz. are, many way, the Designer vfRecord 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. TRINJ '] PR 1) ROOFING COMPONENT EVALUATION: L SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.53, T1507,8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507,9.3, 1507.9,5 on Heating 1507,23, 150753, 1507.83, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507,93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: tm Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TSTIS09) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof UZO is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM 0226, Type I or Type 11 felt or D4869 Type U felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 51 This is a building code evaluation. Neither TrinityJERD nor Robert Nienninen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5. 2 This Evaluation Report is not for use in the HVHZ. 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhmaRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes State or UnderlaymentNail -On Tile Shingles Foam -On Tile Metal Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5. 6 Exposure Limitations. 5.6,1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation, 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below, 6.2 Install RhinoRoof Underlayments in compliance with manufacturer' s published installation instructions and the requirements for ASTM 0226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed, Exterior Research and Design, U.C. Evaluation Report 140510. 02.12-R2 Certificate of authorization #9503 FLIS216-R2 Revision 2: 04/ 27/2015 Page 2 of 3 TRINITY F R 1) 63 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.41 RhinoRoof U20: 6,4,1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing Lip). The use of staples is prohibited. 6.4.2 Single Laver; Roof Slope > 4AL End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions, 6.4.3 Doule Layer; 2:12 < Roof Slope < 4:12: End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product, H. MANUFACTURING PLANTS: Contact the manufacturer or the named OA entity for information on plants covered under Rule 61G20-3 QA requirements, 9. QUALITY ASSURANCE ENTITY. Intertek besting Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-RZ Certificate ofAuthorization #9503 FLIS216-R2 Revision 2: 04/27/2015 Page 3 of 3 2/1512017 Florida Building Code Online AN SCIS 1,101ne l09 If, Use, Registration Mot Topics S,,bllrt Sulcflolqe Slats lact6 put*cat'ore; ?Rc staff Rcls S-r"' Mai) Links Search Product ApprovaljUSER: Public Userdb,pr J- Application Detail FL lit FL16568-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL. 32202 877) 358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tanya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358.8366 tonyacZ_mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. (01 CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code f wt :) 58 B 11 -C- 9-1 _c_e —r1 0- fl-n —ct P - 12 01 f 1709.2 https://Www,floridabuilding.orgtpr/pr__pppjtl,aspx?param=wGEVXQwtDqvqqu2w`/`2biiFgUFtl4vGKu5UrT5vMEPb8idboE(39GRM`/`2fLw%3d%3d 112 211-512017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 16568.1 "MMI-2" Off Ridge Vent Method 2 Option B 03/02/2015 03/02/2015 03/05/2015 04/15/2015 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-75 Other-, Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 16S68.2 MMI-2B Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Description Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions EL_16508R1 11 01 M,,NIT-2 Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports Lc ol EYAI RE110PT piLI Created by Independent Third Party: Yes Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions FL-16568 R1 IT Q2 MM - ff j 100 5V4,LREP ORT. .2_df Verified By: James L. Buckner, P.E. @ CBLICK, Inc, P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FL16568 RI AE, (2 M?,R-23 OffRi 100 EVALREPQRj,2jf Created by Independent Third Party: Yes Cont c I : !none- _450181 1924 The State of Florida is an AA/EEC) employer. Cooyr+qht 2007 2013 SIlLet of_Flon '51truty sta AL :, Ac21 -t2ment :: B2fufja Under Florida law, einad addresses are prehlic records. If you do not want your email address released m response to a ikinlic-,eCorcs request, do net send! electronic mail to this entity. Instead. contact the office by phone or by traditional mail, If you have any questrons, please Contact 850.487.1395. ^Pursufrnt to Se0on 455.275( 1), Floncia Statutes, effective Octother 1. 20t2, licensees licensed under Chapter 455. F.S. must provide the Department with an email address 4 they have one. The emads provided may pe used for official oyrmmunrcatmn with the licensee. However email addresses are put)fic record. If you do not wish to supply a personal address, please provide the Department with to email address which can be made available to the public . To determine if you are a licensee under Chapter 455, F, S., please click here , Product Approval Accepts; a:] 99 El Ej Gre,,,w Cai,', Safe https:. itwww, R<)ridatKii1ding.orgtprlpr_app__dti,aspx?parain=wGEVXQwtDqvqqu2w%2bnFgUFti4vGKu5UrT5vNIEPb8idbqiEG9GRM%2fLw%3d%3d 212 y yjAl< t AP 111"." 1 1 C K NanInL,-,,: 1ri4gi Stuc: tural &nqlrx=c=rInq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358- 7663 for Florida Product Approval MUNUT, *-* - Florida Building Code 5th Edition (2014) Per Rule 611320-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI- 2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECS Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No, 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 rnnfiontr - Evaluation Report Pages 1 — 7 CBUCK, Inc. 2015.0102 10:57:51 -05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561) 491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL#: FL1856O1R1 Date: 2/26/15 Report No.: 15- 104-ww2'mom/co_14 Page Zuf7 mmxInc. Certificote ofx"tho»zation #806* Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2" Off Ridge Vent Product Category: Roofing Product Sub -Category Roofing Accessories that are anIntegral part ofthe Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System ^K0M|']~ Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached toPlywood Deck. Product Assembly as Refer toPage 4othis report for product assembly structural components: Evaluated: l, Off Ridge Vent Z. Fasteners l Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: lS/32(minjorgreater plywood, 0 or Wood plank (min, specific gravity of 0.42) Slope: 2:I2 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: ' 75 PSF Allowable design pressure for allowable stress design ( ASO) with a margin of safety of to l N ~l N N 8=^ m w=Nm m @ Nw mw FL#: Fl165@l1R1 Date: 2/26/15 Report No.: 15-104'mw2'yonvcnL14 Page ]of7 E:nqCBmCK,Inc. Certificate ofAvmorizatw#8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code asthis product |snot addressed specifically inthe code. w ASTIVI E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain N/o6b by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code SthEdition (20l4),Section I7U9l Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, asrelated 0othe scope section toFlorida Product Approval Ru|e6lG2O-IO01. Limitations and °Scope of "Limitations and Conditions of Use" for this evaluation: Conditions o; Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions ofUse" throughout the report |naccordance with Rule6lG2O-3.005. Per Rule 6l620-lO04.the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Octionfor aoohcahonoutside " Limitations and Conditions of Use" Rule 61G2U-3. U05(l)(e)allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved bythe Florida Building Commission is outside the scope o[this evaluation and will bethe responsibility ofothers. w Refer toapplicable building code section for ventilation requirements. Design ofsupport system isoutside the scope ofthis report. Fire Classification is outside the scope of Rule 61G20-3' and is therefore not included inthis evaluation. w This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Ru|eGlG20'3.005 (3)for manufacturing under a quality assurance program audited byanapproved quality assurance entity through Keystone Certifications, Inc. (F8[Organization #: QUAl824). A.1.111W~= FL#: FL16S68.1R1 Date: 2/26/15 Report No.: 15-10*ww2-o0xvsR_14 Page 4uf7 raoCK,Inc. C:rtificotonyA"thonzauv^#8m6* Components/Materials Ridge Vent: ^MMF2.Off Ridge Vent by Manufacturer): Steel Thickness: 26gauge (min.) Yield Strength: 4Okoimin. Corrosion Resistance: (ncompliance with F8[Sectbm 1507.4.3: ASTW1A792coated, or ASTK4 A653G9Ogalvanized steel Nominal Dimensions: Width: 24, Height: 4- 1/2^ Lengths: 2'' 4^.6,8'and DY Fastene1s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange toDeck Type: Annular Ring Shank Roofing Nails Size : 11Qau8e x 1-1/2" Corrosion Resistance: perFDC Section15O6.5 Standard: Per ASTK4FI6G7 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange toDeck Typo: Hex - Head Wood Screw Size : #lOx 1'1/2^ (min.) Corrosion Resistance: Per F8[Section 1506.5and I507.4.4 Standard: Per ANS(/ASIVIE8186.4 Roof Cement: Type: Asbestos - free asphalt based roof cement w/SBS rubber Application Size 1/4~ thick minimum N=°0 8 N%w^° Nn w/ FL#/ FL165681R1 Date: 2/I6/I5 Report No.: 15-104-mm2'SmnvcR_14 Page 5of7 caucK,Inc. cernficoteu/Avmoxc tio*#ous4 Installation: Installation Method: Refer todrawings onPages 6'7ufthis eportj Prepare deck opening bytrimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be 1/ 4^ thick and extend 2" onto roof undedaymenL (install cement incompliance with manufacturer' s installation 0uide|ineo) Position vent flange beneath loosened shingles and align with deck opening, Attach vent top, bottom and side flanges tmdeck with nails orscrews spaced 4^ o,cand l'l/2^from each end. a Minimum fastener penetration thru bottom of support, 3/16". install the "Mk4|'2 Off Ridge Vent" assembly in compliance with the installation method listed in ,his report and applicable code sections ofF8[5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer tomanufacturer's installation instructions asasupplemental guide for attachment. Referenced Data: 1 A5TIVI E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, |nc.(FB[Organization #TSTID: 1S27) Report D0249-02'450-1E, Report Date: 8/ 29/I3 Z. Quality Assurance 8yKeystone [ertifications, Inc. (QUA ID: 1824) Millennium Metals Licensee #423 l Certification ofIndependence ByJames LBuckner, P£. @[8U[KEngineering FD[Organization #ANE19I6) FL #: FL 16568A R1 Date: 2/26/ 15 Report No.: 15-104-MM 2-StORV-ER-14 Page 6 of 7 CBUCK, Inc, Certificate of Authorization #3064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. Profile Drawings 5-1/2" UU: 12" 18-1/4" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min, Wood Screws MMI-2" Steel Off Ridge Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) a Higher Slope Back) gnI< FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-St0RV-ER-- 14 Page 7 of 7 F=Pk=CIaft1j if 1C CBUCK, Inc. Certificote of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" O.C. 4" o.c. Typical, Maximum Nominal Lengths 4 Ft. 6 Ft, F8 Ft 10 Ft. 24" Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 410 min, Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scale) Base Flange OC'. -" 9 Ck Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min, Wood Screws L-7 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION A P R Application No: Documented Construction Value: $ 5-70, 0 (2 Job Address: Historic District: Yes El NotR Parcel ID: ResidentialZ CommerciaiEl Type ofWork: New DiAddition El Alteration El Repair El Demo El Change of Use El Move El Description of Work: Plan Review Contact Person: Title: t,'11c ar -i2,q &-s 0,a— Phone.• Fax: -Email: Property Owner Information Name 1,)"2 (id t L s^.mar , Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone: 7 - Street: / U6 /4-5 '6-0 Fax. City, State Zip: State License No.: 7 Name: Street: City, St, Zip: Bonding Company: Address: Arch itect/Eng i neer 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. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date, 5th Edition (2014) Florida Building Code Revised: Rine 30, 2015 Permit Application IF 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 Owner/Agent's Name Z_ 6,-oj------ I- J Date Signature of Co ractor/Agent Date Signature of Notary -State of Florida Date Print Contractor/Agent's Name L4- Signature of Notary -State of Florida Date 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 r— L b L BELOW IS FOR OFFICE USE ONLY Permits Required. BuildingF] Electrical [:] MechanicaIF] Plumbing[] Gas[:] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes R No [:] APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesE] No [] WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application f CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: Historic District: Yes [I NoF] Parcel ID: Residentia[F] Commercial 0 Type of Work: New R Addition 11 Alteration RepairEl Demo Change of Use MoveEl Description of Work: Plait Review Contact Person: Title: Phone: Fax: Email: Name Street: City, State Zip: Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Property Owner Information Phone: Resident of property? : Contractor Information Phone: Fax: State License No.: 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: 51h Edition (2014) Florida Building Code Revised: Junc 30, 2015 Permit Application Inte2ri!y Plumbin2 & Mechanical, Inc. Job Quote 4/24/2017 Builder: David Weekly Homes Community: Reams Point Trade: Plumbing SubcontractorIntegrity ,Plumbin9t6:Mechanical,frc. Contact Person Dan Brokaw Offica Phone- 407.399 4414 Call Phone: 407-399.4414 Fax Number, 321-207.0316 E- mail: bred wdaugi9.I,£SHII.: Proposal based on plans, specifications, and scope of work provided by Builder. Price protected through November 23, 2017 Model Elevation Plumb thm Drywall Trim Labor Permit 11--s TOTAL NOTE 7497 All 3,620,00 310.00>. 100,00 1,640.00 5670.00 7498 All 3,S94.00 310.00 100.00 1,640,00 564Q,00 7498 All 3,590,00 31Uo 100.o0 1;640.B0 5640,E 7510 All 31590.00 310.00 100.00 1,640,00 5,60,00 7511 All 3,370;00 290,00 ... 100.00 1,640,00 S,40040 7512 All 3,590,00 310,00 SIOU0 1,640.00 5640A0 7513 All 3,$90.00 310.00 ig0,08 1.640.40 S 640.44 741} All 3,590.08 310,00 IOp,QO 1;640,00 5 64q.g0 lank 0.00 tl,00 q.40 0<qq 00 Bern 7497 Usti F499 7510 7511 7S32 7S33 7413 Blank Notes Quantity Quantity Quantity Quantity Quantity Quantity Quantit Quantit Quantity Kitchen Sink F80 1 1 1 1 1 1 1 1 1 Sink furnished and installed b ochres Kitchen Sink Faucet 1 1 1 1 1 1 1 Moen Camonst 7545C Dishwasher Connect 1 1 1 1 1 1 1 1 1 Dishwasher furnished b others Diposer with Card 1 1 is 1 1 1 1 1 1 1 Whirlaway ors ual tee Maker Box 1 1 1 1 1 1 1 i I IPS with shocks for CPVC Master Bath Toilet 1 1 1 1 1 1 1 11 1 Gerber Vi er Elon aced white or biscuit Master Bath Lavatory 2g 2 2 2 1 2 2 1 1 Cultured Marble by others Master Lav Faucet 2 2 2 1 2 2 Moen Brantford 6610 Master Rath Tub B: 0 0 4 Ro all Bath Travis Fumishe! b Builder. Master Rath Tub Faucet 0 0; q 0 0 0; 0 0 0 Moen Bbrantford T933 Master Bath Shower 1st fl 1' 1 1 1 1 1 1 1 1' PVC Membrane an with drain for rile Master Bath Shower 2nd H 0 0 4 0 0' 0 0 Y 0 Tile R.ch eon FBO Master Rath Shower Faucet 1 1 1 1 1 1 I Moen Brantford T2152 Seconda Bath Toilet 1 1 1 i Z 1 F Gerber Viper Elongated white or biscuit Secondary Bath Lavatory 1 1' 1 1 1 1 1 Cultured Marble by ethers Secondary Bath Lav Faucet Moen Brantford 6610 Secondary Bath Tub 11 1 1 1 II 1 . 1 1 Steel in white or biscuit S.cond.ry Bath Tub Faucet 1 it1 1 S 1 1 1 1 Brantford T21S3 Secondary Bath Shower 1st H 0 0 0 0 4 0 i 4 a 0 PVC Membrane an with draln for tits Secondary Bath Shower 2nd fl Q 0 0 q 0 f 0 0 0 Tile Redi Dan FBO Seconds Shdwer Faucet 0 0: 0 0 0 0 0 k 0 Moen Brantford T2152 Powder Bath Toilet 1 1 1 1 1 1 1 1 1 Gerber Viper Elongated white or biscuit Powder Bath Pedestal Gerber 22-SO4 white or biscuit Powder Bath lav Faucet Moen Brantford 6610 Water Heater 1- 1 f 4 1 1 1. i 150 gallon electric Washing Machine Box 1. 1 1 1 1 1 1 S 1 Orion Pan on 2nd floor installation Condensate line Sleeve 1. 1 1 1 1. 1 1 1 1 4" par AC unit Hose Bib 2 Quantit er drawin S Backnew Preventer 0 0 0 0 B 0 0 O Not included Water SeMca to meter 11, 50feetapproxPVCsch40 ressure Sewer Service to lateral L 1 i 1 1_ 1 i 1 3M1 SO feet a rox PVC 3034 sewer i e SaNtar waste and vent 1 1 1 1 1 1 1 1 PVC sch 40 cellular Domestic water interior 1 1. 1 1 1 1 1 1 CPVC Flow and Gold Plumbing Permit 1 E 1 1 1 1 1 1 1< Included Structural Options Price Notes Laundry sink At only X X x X X X X 210.00 Laundrysink complete X x x X X X X 360.00 inc, sink and faucet Bar sink RI only X X X X X I X x 210.00 Bar sink complete X x x X X x x 246,00 exc. sink and faucet Super Shower Master Bath x X x x X x Optional Master add tub x x X X X 330,00 exc tub, valve, trim Additional lavatoryX X X X X dx EX x 240,00 exc. lav and faucet Shower ILO tub 1st floor X X x X X 9S.0Q inc. Held fab pan and drainShowerlLO tub 2nd floorxXxXnemtzedpricingI Prka Backflow w certification } t14.g0: Re Circular' Put" 6g0,40 : NanComract Work Plumbing Old format 0WH Reagan, Point 4 24 17 4/25/2017 PROJECT NAME: CLIENT: Ufff31*&AzL#X DATE: 4",- / f - / ,> CONTRACTOR: " -f WEATHER. Ed% 112 F N m0m j Z-e-1- X THE RAAD - TANNOUS ENGINEERING- GROUP, INC. 210 N. Goldenrod Road, * Suite B10 e Orlando, Florida 32807 Phone: (407) 382-2415 Fax: (407) 382-9625 CITY OF SANFORD q BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Ct Y"A i'-i Historic District: Yes NoJobAddress: K Parcel ID: ResidentiaQ Commercial 1 1 Type of Work: New, AdditionEl AlterationEl Repair El DemoEl Change of UseEl MoveEl Description of Work: :In_5 11 Plan Review Contact Person: VQ' It'l Title:— Phone: Fax: I - -Email: kCX," Cpnn Property Owner Information Name Phone: Street: Resident of property? City, State Zip: LC Is, _ O' Contractor Information Name V, "_tn ca AriY' Phone: 0 -7 Street: e_-)1 coa isco ca )au Fax: qoj- 0 City, State Zip: 5ar&MIv— t P_ aa7ib/ State License No. Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 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 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 at work will be done in compliance with all applicable laws regulating construction and zo_pin-g- Signature of Owner/Agent Print Owner/Agent's Name Date of Contractor/Agent lb6a 02--hell Pdpt Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of No2_State of Florida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 J FlofidallotarySe"Ioe.Cof" 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: BuildingE] ElectricaI[] MechanicalE] PlumbingF] Gas[] RoofE] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes [:] No n APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES:. FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesE] No [] WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWME D E L A IState Cert CAC032448 1-888-831-2665 KA HEATING AIR CONDITIONING David Weekley Homes Revised Date: January 19, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages& 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 -Block Walls R-19 - Frame Wood, Exterior R-13 -;Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE 34'COTTAGES PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT TOTAL CONTRACT PRICE GOODMAM LIGHT COMBOS PRICE LCARRIER IHE t 7498 2.5 14.00 8.2 4/0 6,250.00 6,260.00 7499 2.5 14.00 8.2 4/0 6,189.00 6,199.00 REAGAN POINTE -40'GARDENS PLAN NAME 7510 TONNAGE-, 3.0 SEER --,-------HSPF 14.00 COMBOS 8.2 FANS/FAN- TOTAL CONTRACT TOTAL CONTRACT PRICE LGOODMAN) 6,832.00 LIGHT 4/0 PRICE LO&R_lEff .L_ 6,850.00 7511 3.5 14.00 8.2 4/0 7,044.00 6,995.00 7512 3.0 14.00 8.2 4/0 6,978.00 6,960.00 1 7513 1 3.0 1 14.00 1 8.2 1 4/0 1 6,758.00 6,740.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Heat Pump (see Carrier and Goodman prices above) Cust Initials- STATEWIDE State Cert CAC032448 1-888-831-2665 !DEL-AIR HEATING,- AIR G0N01TIONING Job Name: Reagan Pointe — 34' Cottages& 40' Gardens Page 2 of 2 Price includes bath duct with standard bath fans, dryer vent box, dryer venting through roof, 7" range vent, programmable thermostat (TH6320U1000DAG), a 2-Zone Damper System, and a 2 no year warranty. Option Add Price : Range Vent Shroud Cover during Trim Stage, Add $75.00 Range Vent Shroud Cover after Trim Stage, Add $150.00 For any interior kitchen hood that has a fan greater than 400cfm — Please add $ 475,00 for a Broan IVID8TU. For any interior kitchen hood that has a fan greater than 1000cfm — Please add $ 875.00 for a Broan IVID8TU and IVID6S. For any interior kitchen hood that has a fan greater than 1500cfm — Special provisions must be made. Add $235,00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Ducting to be fiberglass flex system. Supply air outlets to be Metal Adjustable Grilles. Del -Air to provide supplies and returns per the hvac duct layout. Electrical line voltage to equipment by builder. Low voltage wire to equipment and thermostat by DEL -AIR. Concrete pad to support outside unit by others. Underground 4" chase for air conditioning lines by plumber. Warranty: Includes two year labor service by DEL -AIR. Parts & components warranty per manufacturer's limited warranty. Payment Schedule: 50% due on rough -in, balance due on equipment set and trim out. Net 7 days. All invoices beyond 7 days will be charged 2% interest per month. THIS PROPOSAL IS Made by Del -Air. to the party named herein only and is void if not accepted within _30_ days of the date hereof and, is further void, if after accepted, the party to which this proposal is made fails to pay any consideration in money or monies worth for the work proposed herein. No other party may rely on or otherwise use this proposal or any HVAC Load Analysis for purposes of providing the air conditioning and heating work set forth herein or any other air conditioning or heating work without the express written consent of an authorized representative of Del -Air. In the event Del -Air shall sustain any clarnages including attorney's fees for the unauthorized use of this Proposal, HVAC Load Analysis or the drawing contained herein, the party named herein agrees to pay any and all such damages and attorney's fees to Del -Air. Installation carries a TWO year labor warranty against defects in workmanship and materials, plus parts & components warranty per manufacturer's limited warranty. Warranty begins on date of equipment start up. All materials are guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Our workers are fully covered by workman's compensation insurance, Harley Aldrich DEL AIR REPRESENTATIVE AUTHORIZED SIGNER PRINT NAME) SIGNATURE SIGNATURE DATE FOUNDATION SURVEY LEGAL DESCRIPTION: OT 35, REAGAN POINT, ACCORDING TO HE PLAT T HEREOE,, AS RECORDED IN PLAT f,K)OK 81, PAGEES 45 1 HROLJG1 52 OFTI iF PUM IC Rf CORDSOF SFNIN N01 F COONTY, F L DRU)A FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWWFEMA GOV THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES Site Benchmark Information- 10 #1 1 Fnd. Nail & Disk "LB 21 08". Elevation: 51.53' P. T. located on Lot 34 0 # 2 Fnd. 1/2" Rebar 2 a, Cap "LB 7623" Fnd. Nail & Disk "LB 2108". Elevation: 45,30'. Fnd. 1/2" Reber 56 Cap " LB 7623" Lot 34 Fnd. Y.' Rebar Cap " LB 7623" B" Vy Tract Open Space/Recreation Common Area) Benchmark Information- Oranae Countv Datum Elevation: 83.36' Found Square Cut in Drop inlet in front of Lovell Elementary School. Elevations are based upon NAVD 88 Datum) ro 1\ 1b 19 1. 4611 TAMPICO WAY SANFORD, FLORIDA 32773 Fnd. '/ 2" Reber Cap " LB 7623' #2 Ca Lot 36 Fnd. 1/2" Reber Cap " Le 7623" Graphic Scale 16 26 k Scale: 1"=20' Revision: Added Foundation Survey - 5/17117 Kt V1 71201 P, S"I"Pledt"O". L, 350/0 FO t I iteeneeklibb 1tbOl Ova,fte,,,qk WMm MW- l`- h40 NOr beel,, Wated VNLESS Sepil, U,,it,,,,,d!« D,ebelfefd l—, W Wprpxlrn- and W9 be -i6W by Hb,_ Vw""'Utliftyl."a—C e, A Of I Ibe. 1--, WNhnut NYINM YMNOatbn, .011 etth,, Uw FSOIe Nikand wilbeet 041,01ty to the "Othlbs It— shell be 414mv— at Ixad°a" NONE VSISLE eiCED63FCAE64E9 1301 S. Interradrinal Parkway Sule 200I Lake Mary, Flodi 32746 wwwJreIandsurveyIng. 00m 407. 678.3366 Fa"07,320.8165 FINAL SURVEY LEGAL DESCRIPTION: LOT 37, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Benchmark Information- \ Orange County Datum Elevation: 83.36' \ Found Square Cut in Drop Inlet in front of Lovell Elementary School. 6 Elevations are based upon NAVD 88 Datum) Fnd. "x" cubs I, TRTR O'. Lot 36 O ° o • n; 1 4mll ull 623 TAMPICO WAY, SANFORD, FLORIDA 32773 Fnd. %:" Reber 8 Cap"LB 7623" Unless Otherwise Noted) 0' C Lot 37 p56. dL c5: QD0 .. ,5 ..... pcte a 0\ o 5 5 of s..... t e fig...........: v \ v ....... 5 d , .. s J . # 1 1 s 1 lQTract " B" `\ g,' a°' g G\ e Open Space/Recreation v S1 \ WM G e5,1Common Area) W ++ 6 0 0 lei Jot Pteal C27 o C ` R=10.00' (P ) P. C. located on Tract "B" 00 Spa a9eo Q / taG Q-g2d38'04"(P) Chord Bearing= S 11047'33" W 14.46'(P)(M) 2 o TR - TELEPHONE RISER L1 0 - Transformer S 34°31'30" E 27.95'(P)(M) Site Benchmark Information- L2 1 N 34°31'30" W 35.66'(P)(M) N Fnd. Nail & Disk "LB 2108". 4 Elevation: 45.30' q # 2 Elevation: 45.81' S Revision: Added Final Survey - 11/2/17 Revision: Added Foundation Survey - 4/21 /17 L3 S 58006'35" W 22.57' (P)(M) Graphic Scale 10' 20' 40' Scale: 1 "=20' Field Date: 211012Ct Date Completed: 211012017 NOTES- I hereby Certify that this Boundary Survey of the above Descr,bed Property is p Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. True and Grimed to the Best of my Knowledge and Belief as recenity Surveyed undermy Direction on the Date Shown, Based on Information furnished to Me Drawn By: File Number:IS-34190 R.S, FI Subjecttoany Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a 'Be'. as Noted and Conforms to the Standards of Practice for Land Surveying A the State of in accordance with Chapter S7 Legend- C Calculated PC -Point of Curvature Building Ties are NOT to be used to reconstruct Property Lines. FloridaFlorida Administrative Codes, PUrsUanit lion47227FIorWStatutes. Code Centerline Concrete Block Fig, -Page PI - Point of Infersedion Fence Ownership is NOT determined. Roof Overhangs, Underground Utilities and/ or Footers have NOT been located UNLESS F CM Concrete Monument P. O. B. - Point of Beginning otherwise noted. QQ<4 P11 FOR Conc. Concrete P.O. L. - Point on Line Septic Tanks and/or Drainfieltl locations are approximate and MUST be verified by NO. fi l S-T THE D DBSCripllbn pp -Power Pole appropriate Utility Location Companies. FIRM r patrickK. irelan Bey It • 6637LB7623DE - Drainage Easement FIRM - PermanentReferenceUseofThisSurveyforPurposesotherthan Intended, Without Written Verification, Will be Esmt. -Easement F.E.M.A. - Federal Emergency Monument PT - Point of Tangency at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Ft This Survey is intend e Y fpi use of Said Certified Pates. Management Agency R -Radius Construedtogive ANY Rights or Benefits to Anyone Otherthan those Certified. This Survey NOT VALID UN L and Embossed with Surveyors Seal. FFE Fnd. Finished Floor Elevation Rad. - Radial Found R8C -Reber &Cap Iron Pipe R. - Recovered POINTS OF INTEREST- WALK AND DRIVEWAY CROSS UTILITY EASEMENTS. Irelar>,d & Associates Surveytirzg Inc. L Length (Arc) Ridfd . -Roofed 1MN&D Measured Nail & Disk Set - Set 'A" Reber & Reber Cap " LB 7623• 1301 S. International Parkway Suite 2001 N R. Non -Radial Typ Typical Lake Mary, Florida 32746 ORB P Official Racords Book Plat UE - Utility Easement WM - Water Meter www.irelandsurveying.com P.B. Plat Book A - Delta ( Central Angle) Office-407.678.3366 Fax-407.320.8165 Wood Fence O— -Chain Link Fans CITY OF ECEIVE Building & Fire Prevention DivisioniI4F `R RESIDENTIAL FENCE PERMIT A PPLICA TION DEC 0 7 2017 Application No: Documented Construction Value: $ Job Address: Historic District: Yes R NoEl Parcel ID: -L? - TGI '520 —0000 G) Plan Review Contact Person: ELU I \" I C) Title: Phone: C a Fax: L)(,J2 Email: I\j I LA, iy Laix C)" A Residential Fence Information Type of Fence: Wood [] Metal 2' PVC/Vinyl [] IronE] Other E] Fence Height: Feet Gates: i1. Total Linear Feet: Additional Information: 11;C,' GC I-' H AWfn z\vj 2 ucvtcs I 1j Fences with a height of over 6 feet will require signed & sealed structural engineering" Name Street: City, State Zip: Property Owner Information Phone: Resident of property? Fence Contractor Information Name Ve-V)(-e Phone: 40 Cft)A2, Street: LET Fax: 4U-1 City, State Zip: C)OW-)dQ' J- 25,D-zi-52)l Please Note: The Building Department does not perform site inspections on Residential Fence permits. A signed and notarized Fence Affidavit is required to be submitted along with this permit application. Please seethe attached Fence Permit Submittal Guidelines. 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. Effecove: August 1, 2017 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, beaters, 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 NO'FICE: 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. 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. Date signature of R-aitractor/Agent Date Print Contras kor/Agej it's Name Ct Signature ota -a--Slate of Florida Date ture of Notary -State offlorida DateofoflslutOwner/ Agent is O Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced AID Typ-c off Produced ID Type of ID RAYVIN VICK My COMMISSION # F-F941338 FXp, RFS Decemt)er 06, 2019 JANNICE MARIE TORRES Commission # FF 158171 Expires September 9, 2018 BELOW IS FOR OFFICE USE ONLY PLAN REVIEWAPPROVAL: PLANNING: COMMENTS- HISTORIC: Eflective, August 1, 2017 0- FireBuilding& tre Prevention Division FENCE PERMIT SUBMITTAL CHECKLIST RESIDENTIALL ONLY) All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Fences must be compliant with the City Land Development Regulations, Schedule F Fence Permit Application completed and signed. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value (if the contractor is the applicant) 0 Copy of the Business Tax Receipt (if the contractor is the applicant). V/ Owner/Builder Statement/Affidavit EJ Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). C/ Indicate the number of linear feet, height, number of gates, and type of material on application. tsi/ Two (2) copies of site plan indicating where the fence will be located on the property, ol/ Fence Affidavit, signed and notarized Repairs No Permit is required for Fence Repairs, A Fence Repair is qualified try one or more o0he'/blloii4ng,, Replacing individual slats; no more than 10% of the entire fence Replacing a section; no more than 3 sections of the entire fence. A section is defined by the fencing material between 2 posts, Replacing a post; no more than 4 posts total. Posts must be placed in or directly around the removed post without encroaching on neighbor's property. Replacing a gate Please contact the Building Division if you have any questions on Fence Repairs" These guidelines were compiled to assist the applicant in preparittg, aftmee permit application and tna.i) not be complete, The applicant is required to meet till 00,, ol'San/brd codes and requirements. Effective: August 1. 2017 Date: a— I hereby name and appoint: ff" of — Fence Outlet to be my lawful attorney -in -fact, to act for Company or Business) me and apply to the u'lud, - Building Department fora —Fence permit for work to be performed at a location described as: Section 101 Township Block Subdivision Address of Job) Owner of Property) and to sign my name and do all things necessary to this appointment. fft!lll:flllllll 911- 1 111111r,111111r.11ix =1 TYPE OR PRINT NAME AND L 31mi The foregoing Instrument was Acknowledged before me this I day of 201-q-by: Raul Patel . Who is personally known to Me or produced identification. Notary Pub iOt to of Florida ,e IQUIREMY wn" RIMFcommF n97Z305MIRES: Mwth 11, 20 4WWP0kVbM 4, 97natud-ofNotary) P7 0W40dTWUn* Commission No: —I L--L-,3 11/28/2017 SCPA Parcel View. 22-20-30-520-0000-0370 Fro Zecard Card 1ARM Parcel: 22 20-3;0-520 (x000-0 °CIOwner: WEEKL EY H MEt L L.0 C.GX2)Ai Property Address : 4623 iVAPIC0 WAY S LIFORD, FL 32 73_16,009 Parcel Information Value Summary Parcel 22-20-30-520-0000-0370 2018 Working 2017 Certified Owner WEEKLEY HOMES LLC Values Values_ PropertyAddress 4623 TAMPICO WAY SANFORD, FL 32773-6009 Valuation Method CosVMarket Cost/Market Mailing 1111 N POST OAK RD HOUSTON, TX77055 Number of Buildings 0 0 Subdivision Name Depreciated Bldg Value m_ Depreciated EXFT Value TaxDistrict S1- SANFORD Land Value ( Market) $39,160 $39,160 DOR Use Code 0005-PUD UNDER DEVELOPMENT Land Value Ag Exemptions _jus, r $ 39,160 $39.160 t,o PortabilityAdj i, N Save Our Homes Adj $0 $0 LO Amendment 1 Adj $ 0 $0 p 36 P& G Adj $ 0 $0 Assessed Value $39. 160 $39,160 Tax Amount without SOH $745.67 3 2 ( i._1aYhsl W-nu , $745.67 Save Our Homes Savings: $ 0.00 Does NOT INCLUDE Non Act Valorem Assessments enssncoie County GIS h Legal Description LOT 37 REAGAN POINTE PB 81 PGS 45- 52 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $39, 160 $Q $39,160 Schools $39,160 $0 $ 39,160 City Sanford $39,160 $ 0 $39,160 SJWM(Saint Johns Water Management) $39,160 $0 $39,160 CountyBonds $39,160 $0 $ 39,160 Sales Description Date Book Page Amount Qualified Vactimp SPECIAL WARRANTY DEED 3/1/ 2017BP82 C2' $541,300 Yes Vacant Land Method Frontage Depth Units Units Price Land Value LOT 1 $39,160.00 $ 39,160_. Building Information Permits Permit# Description Agency Amount CO Date Permit Date 00730 NEW SFR SANFORD $213, 191 3/14/2017 http://parceidetaii.scpafl.org/ParcelDetailinfo. aspx?PID=22203052000000370 1/2 F ME9 OUTLET Proposal I GContract 9671 $, orange Blossom Trait - Orlando, FL 32837 1724 West Broadway 3L, Suits 100 • Oviedo, FL 32765 wwwfenceoutieton ine.com Tel (407) 3WW92 CUSTOMER NAME I 201 S. Falkenberg Road • Tampa, FL 33619 Tel (813) 651.3623 ADDRESS T E 11507 US Hwy 19 • Port Richey, FL 34668Tel (727) 857-7590 El 12984 Twnlami Trait S. • North Port, FL 34207 PHONE: NAME # ' MOBILE Tel (941) 346000 OWN PROPERTY? YES El NO 45 S. Wickham Road • Melbourne, FL 32904 Tel (321) 802 6480 E-MAIL DATE Ej 1725 South Nova Rd„ Unit N • South Daytona, FL 32119Tel (386) 267.6760 PVC WOOD ALUMINUM 3 Rail Fiat 7o Ci AIN LINK PVC Feet Wood Feet Aluminum Feet Chain Link Feet PVC COLOR Cypress p PT Pinep P 'us p Height 4g ' " 5' 6 _ 2 Height 4' 5' 6' , Height 4' 5' 6' T&G Privacy BOBp STKD V Domed . Scalp p Residential 2 Commercial s Rail Box Spear Other Height Privacy With La ' Other Style Municipal p Industrial Residential erCial Other Styis Height 6' 8' Black] White Other I strial Picket 1(2" x 4" 1" x 4" Post Size s R I T p Galvanizedlack Vinyl Gate Runner 2" 4" VeeGatezeGate ,L Size • _ _ Bal Gapl pI Gate SizeGate— G Size Size c e New Eng. p thic Top p Tradigonal Top p Gate— Size E3 Teat Drop - Other p Good side In El Out f IfllRUM[ Follow contour of slope Level top with slope Follow contour of ground Level top with rolling terrain DOWN PAYMENT: $ o CUSTOMER DATE UE CUSTOMER LETION QU ACCEPTED FOR FENCE OUTLET Xt7- 2 DATE STARTED DATE COMPLETED SALESPERSON DA INSTALLER LABOR QUOTE VALID FOR DAYS FINAL SURVEY LEGAL DESCRIPTION: LOT 37, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK ti1, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Benchmark Information - Orange County Datum Elevation: 83.36' Found Square Cut in Drop Inlet in front of Lovell Elementary School. Elevations are based upon NAVD 88 Datum) Fnd Lot 36 po lQ 3 4 o. Tract "B" Open Space/Recreation Common Area) e P.C. located on Tract" B16 5 d 00 6- aJ —N v 7 W E S f N A. TAMPICO WAY, SANFORD, FLORIDA 32773 Fad 'h" EI 7628CPLB7623" Jew Cell QC 0 0 Lot. .3 7 e FGe4 G aett J #1 lQl Rgt3 G C i i r G\t s eC Ja e <eal 5 o P C27 Sjo< Go t` R=10.00'(P) L=16.17'(P) Chor 3804 (P) y Chord Bearing= S 11 °47'33" W 14.46'(P)(M) 2 o TR - TELEPHONE RISER Transformer Site Benchmark Information- 0 #1 Fnd. Nail & Disk "LB 2108". Elevation: 45.30' L1 S 34°31'30" E 27.95'(P)(M) L2 N 34°31'30" W 35.66'(P)(M) L3 S 58n06'35" W 22.57' (P)(M) 4j #2 Fnd. Nail & Disk "LB 2108". Graphic Scale Elevation. 45.61' t 2 40 Scale: 1"=20' Revision. Added Final Survey - 1112117 Revision Added Foundation Survey - 4/21/17 Field Date: a_et% Date Completed: 211DI2017 wrver n e+z.a.xn me le9,l Ix,cM1Poon wwheaerale.,l Drawn By: R.S. File Number.IS-34190 FI>.wm„°nap r;<,oeee,n.w<Nor we„pe:<,rdKJmre.p,.o.ed.P,.nJ,n Hem, uMr my nnOdbn on me O.LesMwn, Baeoe on lnronnetion hun'eM1edro MO Naed eshaeF L.nteSmndacmpLegend- whir<,m,ny m,..nent,,.mn, xnnedon,dp we. nny mlaaof!cw`id. IT.tsma,omo,5,1Tc Mminiwta cod°,P—..I 42 .7Jrae swt c C c PC POIntdCwMre eidgTs„re NUto ud mesVcRety Lne a f Biorwi- male Elba PIftm PI -POlnl oflydaatm R.f OsmeNJp IS NOTde,nmined poa(Ovemangs. UndeprounJU,III,iez,n0/orfmfers M1,ve NOT hem lo<,red UNlE55 LUN P E41 4CMCone Corlae4e MoapretnCOnoala P O e. - Polfrt d Heglnn P.OL-Pdnl an lire ' od.em:sed smu,nak: a eror o,anNeMloumn„R.PP,o.,ms,e ma MuzThe.erJledtry O col a' t° TNl p OE E. mLDe6bAtMEa-r ga F..nleti PP -POWer Pula PRN - P>m RMsa,fm Monument pproprute U, WLY Loquon Cn 1W T UsediM1lvSwveyrwPuryoutothertlwN,mded,WlthoutVMnenVeedutbn.WiIIM FIR Patrick K. lrela Q,`,1Eo,. 6637 LB762 EeaerreM F EMA - Federal Emspenry r PT - PoIM 0f Terlg.rey t Ne User'x Sak Nh NW WI,Nau, LYbawY,o ere Surveyor. Ndhlnq Hereon shall be 11ti5 SUrvey 6 USe Of Said cer0ed PerEes Menpem.rd/gamy R .R.dka Consouedmy e,NYM°M1Nd aenerinm Myor e pinee Lh,n Owu Certlhed Tha NOT VAUD UN and I rrtomd win sSea FFE Fnd. Flniel- IFlm rJwelbn Rae -Refit! Fowttl R:C- Reaer6Cap 1 pafRS OFINTEpTsi IT, aon Rac - R°cwaad WALK AND DRIVEWAY CROSS UTILITY EASEMENTS Ireland ik Asso.iaies S cr ueylr g Inc, L Length (Am) Rid. . Rnoled l M MJww 1 set -sel WR 6 Re4a •LB 1301 S. International ParkwaySuite 2001 N8e N.R Nella ()W. NOn Redlal Cap 7623' Trr Typm Lake Mary, Florida 32746 ORB Ofrlclel Ra Book UE - l/W%e ,1 www.lrelandsurveyig.com P 1 P.e. PlatWx-1Plat dk WM -WMM.Eesm Jr CeMAodte(Uni,Fatp°) Office-407.678.3366 Fax-407.320.8165 wood Faroe AY - Chem 6 P 17- : 5 TI Permit Number: Folio/Parcel | Prepared by: zj-Z Z--Cxea GRANT MALOY, SEMINOLE COUH/Y CLERK OF CIRCUIT COURT & COMPTROLLER BK 9036 Pi 76 (1P9s) CLERK'S 2017123342 xECuxuEu /o//zoz/ Dx2:23 AMReturnRECORDINGFEES $10.00 RECORDED BY hdevore NOTICE OF COMMENCEMENT State of Florida, County ofc**e+qs~ Theundaraignedhenabygiveonobmathotimpnovementvvi||bemadatooedainrea|p,opedy.ondin0000ndence with Chaphmr713. Florida Sta|utea, the following information is provided in this Notice ofCommencement. 1. Description pfproperty (legal deaohpd nofthe pnope y.and street address if available) _~ 2. General of improvement 3. Owner information wrLessee information ifthe Lessee contracted for the improvement Name and address of fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor Name.. Telephone Number 5. Surety (if applicable, acopy nfthe payment bond ksattached) Name 4 Telephone Number Address Amount of Bond $ Lender_ Name Telephone Number Address 7. Persons within the State ofFlorida designated by Owner upon whom notices o,other documents may beserved ae providedb§71313(1)(m)7 Florida Statutes. Name Z Telephone Number Address 8 Inaddition tohimself orherself, Owner designates the following tnreceive ecopy ofthe Lienor'o Notice aapro id d in §713 13(1)(b) Florida Statutes. Name TelephoneNumbe Address 9. Expiration date pfnotice ofcommencement (the expiration date will ba1year from the date of recording unless a different date is specified) WARNING TOOWNER: 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 /wYOUR PAYING TWICE FOR IMPROVEMENTS ToYOUR PROPERTY. ANOTICE oFCOMMENCEMENT MUST oE REC,ORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT w/TAvouR LENQER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Lessee's Authorized Officer/ Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged bef I ore me this day of y as for rn jon y 0a r tname of person Type of authority, e.g., officer, trustee, attorney in fact Name ofparty on behalf of whom instrument was executed ture of Notary Public ---Sta I e- "orld-5 Print, type, or stamp commissioned name of Notary Public Personally Type of ID Produced Form cun m v eu O1 3n4 m .#.m 11SXRFORD Building & Fire Prevention Division f1fit OLPARIVi NI RESIDENTIAL FENCE AFFIDAVIT 6 FEET OR LESS IN HEIGHT) 3591PERMIT ADDRESS: 4CL`) J'a-C4 HEREBY AFFIRM THAT ALL OF THE FOREGOING INFORMATION IS TR LAND ACCURATE. THE FENCE WILL BE INSTA LLED IN THE APPROVED LOCATION AS SHOWN ON THE APPROVED SITE PLAN, THE FENCE WILL, BE NO HIGHER THAN 6 FEET, MEASURED FROM GRADE. THE FINISHED SIDE OF THE FENCE IS REQFjIREDTO FACE OUT. IT IS THE HOMEOWNER'S RESPONSIBILITY TO VERIFY THE FENCE IS PLACED WITHIN THE PROPERTY FINES AND ANY DISPUTES BETWEEN ADJACENT HOMEOWNERS WILL BE A CIVIL MATTER. I UNDERSTAND THAT FAILURE TO PROPERLY FOLLOW THESE GUIDELINES AND ADHERE TO ALL CITY CODES (SANFORD LAND DEVELOPMENT REGuLATIONS, SCHEDULE F) COULD RESULT IN THE FENCE HAVING TO BE REPLACED, RELOCATED OR REMOVED AT THE OWNER'S EXPENSE, FENCE CONTRACTOR BY SIGNING THIS AFFIDAVIT, YOU ARE ACKNOWLEDGING YOU HAVE MADE THE HOMEOWNER AWARE OF THE FENCE AFFIDAVIT STIPULATIONS AS STATED ON THIS DOCUMENT. COMPANY / CONTRACTOR: t Pr)CP, C k_ttAet JIRC _ \sj,N CONTRACTOR SIGNATURE: M ("I i i,1 D HOMEOWNER (OWNER/BUILDER) OWNER/ BUILDER NAME: OWNER / BUILDER SIGNATURE: DATE: 62- 1 DATE: PLEASE NOTE" THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON RESIDENTIAL FENCES. THIS AFFIDAVIT MUST BE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL AND WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE FENCE. STATE OF FLORIDA COUNTY OF Sworn to and Subscribed before me this __ day of 20 tj by. i( Who is Y-Personally Known to me or has 1_11 Produced (type of identification) ature of Notary Public of Florida Print/ Type/Stamp Name of Notary Public as identification. jAI4NICE m I T K6 Commission FF IFAM Expires M 2018 ire$ ore's wt WddWOMY EfTeoive: August 1, 2017 FINAL SURVEY LEGAL DESCRIPTION: LOT 37, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK a1, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9128/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Benchmark Information - Orange County Datum Elevation: 83.36' Found Square Cut in Drop Inlet in front of Lovell Elementary School. Elevations are based upon NAVD 88 Datum) Fnd Lot 36 pd Ql 55` l a Tract "B" Open Space/Recreation Common Area) y P.C. located on Tract"B" / 5 a/ 1 C D W E 5 MIN e E, orTAMPICOWAY, SANFORD, FLORIDA 32773 n nl ml 1-' dam un mOOtnervAse Noted) X/0, 0 O° o 9 Lot 37 oz G.\deo p0_..:::::: \ 1 CN o6g6 2iG JanPeal z on C27 R=10.00'(P) L=16.17'(P) C( aG A=92'38'04"(P) Chord Bearing= S 11'47'33" W 14.46'(P)(M) 2 o TR - TELEPHONE RISER a- Transformer Site Benchmark Information- li#1 Find. Nail & Disk "LB 2108". Elevation: 45.30' L1 S 34'31'30" E 27.95'(P)(M) L2 N 34'31'30" W 35.66'(P)(M) L3 S 58'06'35" W 22.57' (P)(M) 2 Find. Nail & Disk "LB 2108". Graphic Scale Elevation: 45.81' z' 4' Scale 1"=20' Revision: Added Final Survey - 1 V2/17 Revision: Added Foundation Survey - 4/21/17 Field Date: „...^I Date Completed: 211012017 Drawn By: R.S. File NumbeElS-34190 FI G LegerNl CeMa PC - P-d CIwM rli- CBrltallnB PO _ Pepe CBCM C. &od1 Concrete MlaWnem PI - Point a Inbellalell P O 11 Point a eepYMlYp C.- DDE Con«se DeeaipbonOralnageEmenae P.O.L. - Point m LYr PP - P=Pala PRM - Permarara RaYellls Eeml Ees era Monumsa F. E. MA - Fee>al Emspe ry pt . Point d Terlprwy Menegemam /perry R Red_ FFE F"a ad Rm Dwalm Had - Redw F. IP FpuraIranPipe R&C Rem & Cap Rea - Reca:sea L Length t—I Rid - Rooted MN&U Maessed Nall & D9 51a Bel'.4' Rees & Robs Cap -LB YSZr N.R NOM . TYp - TY im ORBP Oelclal Ramds Book Plat LE - t Iny Essnsa WM. .Wets M" P.B. Piet Bode G - DWIA (Ca""Aloe) 13- W-1 Farm 0- - Chain Lint F— Ahtimedupon Melegal Oeunptlan Suppliedby Cem1. MYsa+ eeopseksOsds MCNOfbe 10IWd(«GWn.O+eNPmN«H4di. sabparpmyr,."r W n" mar« R0rmrwns a pe ord. eeasabeas Jipwn hnem.b MuumedaMBesedupm aW LaeO«wWd MMa'6B'. 9ulld np lies are NOr a be uad a reconst race Proper y Unes Fmce O W r W rihlPI, NOT dalemM1 N. Boa [ herMngt UndeprwM Utelnn aM/or Footers have NOT been bared UNIF SS oaWrwSse mud. Seplk Tanks aM/« DralaNW batons pe gprwmwe and M.rST be rerMMd by ppropUu UtWSY lualbn canaanlei. INe eras Sur>aYM Parposesaem tMn bNnded. `MMaul Wnnen Wrnbtbn, Moe I at the UtnSSak RBkand WIMOW LNdllryaaW Survey«. NpMlnp Hereon aup be Cnnsbued ro abe MNY Plgbt s «9e MIN to MywW Odrer tMn Muse Caetlf Wd. WALK AND DRIVEWAY CROSS efr1L1TY EASEMENTS CodaF e®rtle"w ven claw« 21 FI 4l Sb Wl Cedee. Plaeuxn IQ,$Cepr aY2A2Y FbMa sawtes. Nbed PamTh VAedIDUNYeI&emC^e=, seal Ireland k Assos1ates Surveyrllg, lac. 1301 S. International Parkway State 2001 Lake Mary, Flonda 32746 wwwire la ndsurveying. com Office-407.678.3366 Fax-407.320.8165