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HomeMy WebLinkAboutPRODUCT APPROVAL - ROOF DECK• ill {16 D - DProfestio"01 B aCIS Home I Login i User Registration i HotToplcs I submit Surcharge I Scats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search I r Product Approval C USER: PublIc User .�..:: , . y Product Aooroml Mang >'Product or Aoplleation Search > bWjb aUon Llst > Application Detail .. , FL # FL27402-R2 Application Type Revision Code'Version 2020. . Application Status' Approved Comments Aichived Product Manufacturer p Carports Anywhere . Address/Phone/Email 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.com Authorized Signature Brandie Odom bodorri@carportsany where.com Technical Representative ' Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck Compliance Method Evaluatlon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received �©66 Florida Engineer or Architect Name who developed the Johnathah Green Evaluation Report, C) Florida License PE-88223 Quality Assurance Entity. PRI Construction Materials Technologies, LLGa o� Quality Assurance Contract Expiration Date 06/23/2023 Validated By Brian Jaks, P.E. Validation Checklist - Hardcopy. Received Certificate of Independence FL27402 R2 COI Letter of Certification -Carports Anywhere sealed.odf Referenced Standard and Year (of Standard) Standard Year ASTM E 1592 2005 FM 4471 1992 . Equivalence of Product Standards Certified By Sections from the Code . Product Approval Method Method 1 Option D 'Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products '08/04/2020 08/10/2020 08/19/2020 10/13/2020 FL'# Model, Number be Name Description 27402.1 Hampton Rib Roof Panel Hampton Rib Roof Panel over Open Framing Limits of Use -Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL27402 R2 II Hampton Rib Roof Panel DRAFT sealed pdf Verified By: ]ohnathan E Green, P.E. 88223 Impact Resistant: N/A Design Pressure: +54.7 psf/-57.3 psf Other: See evaluation report for various design pressures Install per Manufacturer's details.'Notfor use in HVHZ Zones. Created by Independent Third Party: Yes Evaluation Reports FL27402 R2 AE Hamoton'Rib'Roof Penei'DRAFT' sealed:Dd� Created by Independent Third'Party: Yes .'. Both Plea Contact Us ;; 2.601 Blair Stone Road, Tallahassee FL 32399 Phone. 85"07-1824 - The State of Florida Is an AA/EEO employer. Cop}�rfaht 2001-2013 State oP Florida. c: Prfwaey_5tatement :: AccesslblBty Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a pub0e-records request, do not send electronic mall to this entity. Instead, contact the office by phone, or by traditional mall. If you have anypuestions, 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 one, The emalls - 'provided may be used,for official communication with the Iicensee. However emall addresses are public record. If you do notwlsh to supply a personal address, please • provide the Department with an:emali address which can be made available to the public. To determine If you area licensee under Chapter 455, F S.;please dick here . • Product Approval Accepts: - : Credit Card' Safe r force: Engineering•&.Testing 19530 Pumblewood Drive Humble, Tiros 7733$ Phone: (281)540-6603 FAX: (281)5404966 1i'ebsite: wwiv.forceengiucering(eslbig.com Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # 27402.1. R2 Florida Building Code 2020 Per Rule 61G20-3 . Method: l-D Category: Structural Components Subcategory: Roof. Deck Compliance Method: 61G20-3.COS(1)(d). _. NON HVHZ , Product Manufacturer: Carport Anywhere 10998 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator:' Johnathan Green, P.E. # 88223 Florida Evaluation ANE ID: 12901 Validator Brian Jaks, P.E. #701S9 Contents: . . Evaluation Report Pages 1- 4 . SPA6j,00 erg a- acaa��, o0 ® ;. iRo8=3. ° s ° ® o a m • oW Z Force. Engineering &.Testing 19530 Riimbleivood Drli•e Humble. Texas 77338 Phone: (28040-6603 FAX: (281) 540-9966 Wcbs4e: N'If..w.rorceenginceringtesting.com Compliance Statement. The product as described in, this report has demonstrated ,compliance with the Florida Building Code 2020,Sections 1504.3.2,1504.7. Product Description: 'Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide; through fastened structural roof panel. Structural Application.' .Panel Material/Standards: Material:. . 26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50 29 Ga. Steel, ASTM A792 or ASTM A653 G96 Grade 80 Conforming to Florida. Building Code 2020 Section 1507.4.3. Optional paint finish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(s): Thickness: 26 Ga.: 0:0185" min: order thickness '29 Ga.: 0.0142" min. order thickness ' Width:. 36:' maximum coverage'. • Rib Height: YV major rib at 9" O.C. Panel Rallfarmer: MRS Metal Rollforming Systems Panel Fastener: . #12-14 x%" HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4. Substrate Description: _ Minimum 14 Ga. (Grade 50)-Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum l8 Ga. (Grade-56) Steel framing, See Table A & B for steel gauge. Framing must be designed: in accordance w/ Florida Building Code 2020. Allowable Design Pressures: Tahla "A" 71; fa_ 14-mn Rih Rnnf Dnna1 Maximum Design Pressure: -57.3 psf -72.9 psf . -67.7 psf +46.9 psf +543 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 Panel Span: 5'-W O.C. 4'-0" O.C., 4'-0" O.C.' 51-0" O.C. 4'-W O.C: Substrate: Min.14 Ga. _ Steel Framing Min. 24 Ga. Steel Framing Min.14 Ga. Steel Framing Min.18 Ga. Steel Framing' WAS Ga.'' Steel Framing 'Design Pressure includes a Safety Factor= 2.0. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST. BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 27402.1 R2 Force Engineering.&. Testing 19530 Ramblewood Drive Humble,.Texas 77338 Phone: (281) 540,6603 fAX: (291) 5404966 Websile: '\i,ivw.forceengineeringlcslilig.colil r id., "n" an e— u.....M.... na. ■....d n<..J" Maximum Des!gn Pressure: -57.9 psf -1S0.9 psf +39.0 psf +143.1 psf Fastener Patten Fa'stener.5pacing, 4'-0" O.C. 2'-0" O.C. 4'-O" O.C. T-0" O.C. ucaign riensure mauues a aaiecy racaar= z.u. Code Compliance: The product described herein. has demonstrated compliance with . . The.Florida Building Code 2020, Section 1SO4.3.4, 1504:7: Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020, as relates to Rule 61G20-3. . . Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-05 (2012) Test method for structural performance of e sheet metal roof and siding systems by uniform static air'pressure , difference ■ FM 4471-92 - Foot Traffic Resistance Test Reference Data: 1. ASTM E 1592-05 (2012) Test Force Engineering & Testing, Inc. (FBC Organization# TST-5328) Report No; 667-0060T-18A-E, 667-0061T-18A-D 2. FM 4471-10; Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization It TST 5328) Report, No. 667-006OT-18F, 667-0061T-1SE 3. Certificate of Independence . By Johnathan Green, P.E. (No. 88223) @ Force.Engineering & Testing .(FBC-Organization # ANE ID:12901 Test Standard Equivalency: 1. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to - FM 4472-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code.and Rule 61G20-3.005 (3) for -manufacturing under quality assurance program audited by an approved quality assurance entity. �®�yg@96bO�ddBA'®�® -� IS �+ e �gCH(;fSQ ®p® �Q50o A 4 s 0 eaop�oavt FL # 27402.1 R2 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.. I Force Engineering &Testing 19530 Riunbleivood Drive Humble, Texas 77333 Phone: (281) 540-6603 FAX: (28l•)540 9966 Nebsitm%vivw.rorceenginecringtestiug.com Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2026, including Section 1507.4.2 and In accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used In the panel side laps.. Installation: Install per manufacturer's recommended details. Insulation: ' Manufacturer's approved product (Optional) .Roof Panel Fire Classification: Fire classification is not part of this acceptance: Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dime'nsions.of the structure, appropriate.wind loads are . determined using Chapter 16 of the Florida Building Code 2020 for. roof cladding wind loads. These component wind loads for roof cladding are compared to the . . allowable pressure listed above. The design professional shall select the.., . • appropriate erection details to reference in his drawings for proper fastener ° attachment to his. structure and analyze the panel fasteners for'pullout and pullover. Support framing must be In compliance with Florida Building Code 2020 Chapter22 for steel, and Chapter 16 for structural loading.. ����vii9i9riBOp� • ��®�®. ail d®�®o 84. � s 0 ' \ OlQdli91 FL# 27402.1 R2 i . I ' l Force. Engineering &.Testing 19530 Rambleivood Drivc Humble, Texas 77338 Phone: (281)540-6603 FAX: (281)540'9966 Website:.w%vw.rorcee.ngine.eringlest(ng.com . 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 �g12-14 ■,3Jc' M7/H 503 V// 14lAIA BONDED NEOPRENEWASHER 28 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" •. Al `812-1s x 3� Ml'R iD3 %V/ 14 0A OONDED NEOPRENE 4M, ]-.ER " �g�9i9oad�a�g ORIV,- o� N� aieo FL# 27402.1 R2