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Home My WebLink AboutProduct Approval-Roof Deck6 o s o a ► G 0 „ o , 6 _ aCIS Home. i Log In I User Registration, HotTopits I Submitsurchate I Stats & Facts I Publications I Contact Us I Bps Site Map Links Search bp a �1 Product Approval +. USER: Public User d ri�:Uistsrs Product Approval Menu > Product or All ligation Search > Application list > ApplleationZetall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category f-S�gory Corhpllance. Method KLU7_ V t FL27402-R2 Revision MAR 0 4 2022 2020 Approved ST. Lucie County, Permitting Carports Anywhere 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.com Brandle Odom bodom@carportsanywhere.com Structural -Components Roof Deck UPI 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 the )ohnathan Green Evaluation Report Florida License PE-88223 Quality Assurance Entity PRI Construction Materials Technologies,. LLC Quality Assurance. Contract .ExpirationDate 06/23/202A Validated By Brian ]aks, P.E. i2 Validation Checklist - Hardcopy Received Certificate of .Independence FL27402 R2 'COI- Letter of Certification-CaroortsAnywhere sealed.pdf 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 08/04/2020 Date Validated 08/10/2020 Date Pending F13C Approval 08/19/2020 Date Approved 10/13/2020 FL # Model, Number or Name Description '27402.1 Hampton Rib.Roof Panel Hampton Rib Roof Panel over Open. Framing Limits of Use Installation Instructions Approved for use In HVHZ: No FL27402 R2 II Hampton Rib Roof Panel DRAFT sealed.Ddf Verified By: 7ohnathan E Green, P.E. 88223 Approved for use outside HVHZ: Yes Impact. Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +54.7 psf/-57,3 psf Evaluation Reports Other: See evaluation report for various design pressures Install per Manufacturer's details. Not for use in HVHZ Zones. FL27402 'R2 AE Hampton Rib Roof Panel DRAFT sealed.pd Created by Independent Third Party: Yes Contact Us 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The Stateof Florida Is an AA/EEo.employer: Co�yrlgs 2007=2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emall-addresses are public, records. -If you do not want your e=mall address released In response to a public -records request, do not send eled mnle mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850:487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012; licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided may be,used far official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address.which can .be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick bgre . Product Approval Accepts: \ M-9-9, IWEI ® ME M -0 • w securitwar, rires _I Force Engineering 4 Testing 19530.11=61ewood Drive Humble, Texas 77338 Phone: (281) W-6603 FAX: (3131) 5404966 Website:ai•ww:forceengineeringlesling.com Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # ZM2.1 R2 Florida.Building Code 2020 Per Rule 61G20-3 Method: 1.—D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3A05(1)(d) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221. Starke, Florida 32091. Engineer Evaluator: Johnathan Green, P.E. # 88223 Florida Evaluation ANE ID:12901 Validatorb Brian Jaks, P.E. #70159 Contents' Evaluation Report Pages 1.4 Y SIGNED AND 3YJOHNATHAN IN THE DATE IT TO THE:SEAL. ):COPIES OF THIS :NT ARE NOT :RED SIGNED AND AND THE )RE MUST BE ON ANY FL# 27402.1 R2 t 4 _1 Force Engineering & Testing 19530 Ramblewood Drive Humble, Texas 77338 Phone: (291) W-6603 TAX: (281) 540-9966 Vycbsite: ii,iviv.forceengineeringiesting.eom 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 19Ga. Steel, ASTM: A792 or ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2020 Section 1507.4.3. Optional. paint finish. Corrosion Resistance: Panel Material shall.comp.ly with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(s) Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.i 0.014V' min. order thickness_ Width: 36"maximum coverage Rib. Height: W major rib at 9" O.C. Panel Rollformer: 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 18 Ga. (Grade 50) Steel framing. See Table A & B for steel gauge. Framing must be designed in accordance w/ Florida Building Cade 2020. Allowable Design Pressures: Table "A" 26:Ga. Hamoton Rib Roof Panel Maximum Design Pressure: 757:3 psf -72.9 psf -67.7 psf +46.9 psf +54.7 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; 514" O.C. 4'-0" OX; 4.'4 O.C. 51-W O.C. 4'-0" O.C. Substrate: Min.14 Ga. Steel Framing Min.14 Ga. Steel Framing Min.14 Ga. Steel Framing Min.18 Ga: Steel Framing Min.18 Ga. Steel Framing *Design Pressure Includes a Safety Factor = 2.0. a ok GB'M3 e ° e 8'mm CIF ° 01 \fit A/�d01P81 il��t� FL# 27402.1 R2 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. COPIES OF THIS :NT ARE NOT °RED SIGNED AND AND THE IRE MUST BE ) ON ANY U Force Engineering & Testing 19530Ramblewood Drive Humble, Texas 77338 Phone: (281) $40-6603 FAX: (281) 54i0-9966 Websile: www.forccengineeringlesting,cont Table "B" 29 Ga. Hamoton Rib Roof Panel Mazimum:Design Pressure: -57.3 psf -150.9 psf +39.0 psf +143.1 psf Fastener Pattern: Fastener Spacing. 4'-0" O.C. 21-01,b.C. 4'4' O.C. T-D" O.C. *Design Pressure includes a Safety factor= 2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1504.3.2,1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020, asrelates to. Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-05 (2012) Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference ■ FM 4471-92 - Foot Traffic Resistance Test Reference Data: 1. ASTM E 1592-05 (2012) Test force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 667-0060T-18A-I! 667-0061T-18A-D 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force. Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 667=0060T18F, 667-0061T 18E 3. Certificate of Independence ByJohnathan Green, P.E. (No. 88223) @ Force Engineering &Testing (FBC Organization #.ANE ID:12901 Test Standard Equivalency: 1. The FM'4471-10,'Foot Traffic Resistance test -standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has establishedcompliance of roof panel products in accordance with -the Florida Building Code and Rule 61G20-3.005 (3) for .man ufacturing'urider a quality assurance program audited. by an approved quality assurance entity. �Q@9118 all./gys LN 5R Bd��i �pC�fb Z o *'ea Ii130 i r$� ® mcw a ��BGIQIIIII�A�! 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 SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1_1 Force Engineering & Testing �... 19530 Rumblewood Drive `Humble, Tcxus 77338 Phone: (281) 5J0:6601 FAX: (281) 5404966 Welisite: rein• iv.forecenginceringtcsting.com Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, 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: Shearrdiiaphragm values are outside the.scope of this report. Design Procedure: Based on -the dimensions 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 analyze1he panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2020 Chapter 22 forsteel; and Chapter 16 for structural loading: ��08bl81B99�g N0� ddCQR1�'• GLAD 88=3 °iz SUMOF o� i e �c* � FL# 27402.1 R2 ITEM HAS BEEN 'ALLY SIGNED AND ED BY JOHNATHAN :N ON THE DATE CENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. LI � 141 j Force E. mineering c4z Testing 4._ - 19530'Romhlcivood Drive :Humble, Testis 7733H Phone: (281) 540-6603'FA%:' (2Hi) 540.-9966 W0sitc. iF•1►N.Corcecuginceri6gi.diing.com 26 GA. HAMPT09 RIB FASTENER PATTERN 2-1-2-1 #12-14-x. 3/4` HNH-503 V// 14MM.BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN W, 3" 6" 6 3` `012-14 x 3/4" HWH SD3 N/ 146A BONDED NEOPRENE SMASHER -"...En en THIS ITEM HAS BEEN. DIGITALLY SIGNED AND SEALED BY JOHNATHAN 3REEN 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 FL# 27402.1 R2