The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL- STRUCTURAL WALL'-Date Submitted_. .. ... :. 08/04/2020 . Date Validated 08/10/2020 Date. Pending FBC Approval . 08/22/2020 .. Date.Approved .. 10/1312020 . '.. Summary of Products FL # Model, Number or Name :. Description 27403.1 , Hampton Rlb. Wall Panel I Hampton Rib Wall Panel over open Framing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +46.9 psf/-57.3 psf Other: See Evaluation Report for various Design Pressures.. Install per: Mariufacturer's.Details.. Not for use In HVHZZones. ' . Installation Instructions FL27403:, RZ II Hampton Rib Wall Panel sealed:pdf Verified By Johnatfian E Green;.-P.E. 88223 Created, by Independent Third Party: Yes Evaluation Reports_ . . FL27403. R2 AE-Hampton Rib WalimPanel :sealed.adf . ' Created by. Independent Third Party: Yes.:.' n sr p r ne es - a io g, 1 n ovc o n g. Limits of Use...: ... .. Approved for use In HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design, Pressure: +40.0 psf/-37.0 psf Other: +40.0 psf at4'-0" ox: -37.0 psfat 4'-0:' ox. Install -per Manufacturer's Details: Not for use in-HVHZ Zones.. Installation: Instructions " FL27403 •R2 Ir •Rest=Lap Wall PanellDRAFF sealed.odf Verified, By:•Johnathari E Green, P.E. 88223 . Created by Independent Third Party: Yes . Evaluation Reports F-L27403';R2 AE 'Resi=lip Wafl•Pari6f-DRAFT seafed,pdf,' Created by Independent Third Party: Yes .` 8BM3.. a p. For�e.i;noineea-ing . Testing' 19530-Ramblewoud, Drive Humble; Tesas 77338 ... ... ...: R►rona: (241)54(1-6603 I r1\: (280,5409960 . _ .. - .. . �ti`l'I1tiiIC:•Wn'Il'.fnrceenl;IliCCC111({ilS(1111;.COO1 .. .. .. . Compliance5tate'ment .. The product'as- described in this report has -demonstrated compliance• with the .' Florida Building Code 2020, Sections 1709.2. ' Product Description: '. Hampton Rib 26 Ga. and .29 Ga: Steel Wall Panel, 36'' .Wide;: through fastened structural Stntctura'Application. Panel Material/Standards: Material:. 26 Ga. Steel; ASTNlA792 or- ASTM A653 G90 Grade 50 29 Ga. Steel, ASTM A7916rASTM A659 G90 Grade80' Conforming to Florida Building Code 2020 Section 1405.2.. . Panel Dimension(s): Thickness: 26 Ga.: 0-0185''min. order thickness". . .. .. 29 Ga:: 0.014r min.,order thickness •.-.. - .. W 36„ ma Width:, ... ximum coverage.,:, Rib Height: „'major rib at 9" O.C. ...Panel Rollformer: IVIRS 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. . Substrate Description:. Minimum 14 Ga. (Grade 50).Steel framing,.Minimum 16 Ga. (Grade-50).Sieel -framing, or-MinimumA8 Ga: (Grade 50) Steel framing. See -Table A & B for steel' .. .... .... .... .... gauge. Framing must be designed.in_accordance.w/ Florida Building Code 2020.. Allowable Design Pressures: Table "A" 26 Ga. Hampton Rib Wall Panel - Maximum Design Pressured -57.3,psf '- 42.9 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 24-2-1 2-1-2-1 Panel Span: ...: 5'-0" O.C. ,- 4-0" O.C., 4'-0" O.C.: 5-0.O.C. 4',:0" O.C. Substrate: Min. 14 Ga.. 54ee1 Framing min. Ga. Steel framing Min. Ga; Steel Framing Min. Ga.' Steel'Framing Min: 18 Ga." Steel Framing 'Design Pressure Includes a Safety Factor = 2.0. ®��@9iliillVOBp�i THIS, ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN .. d06f gbYGt ;09 GREEN ON THE DATE ADJACENT TO THE SEAL ' . _ .. RINTED'COPIESOFTHIS •- m n • = DOCUMENT ARE NOT o. SYAYIE'0� � � CONSIDERED SIGNED AND iv # SEALED AND THE •.�ZO IOP, •` �� N�. SIGNATURE MUST BEVERIFIED ON ANY :. . AL � \�! ELECTAONIC COPIES:. ��iAlueeerttA NN - ure:' -57:3 psf =150:9 psf +39.0 psf +143a psf, Maximum Des gn Press Fastener Patte Fastener Spacing., 4-W. O.0 V-V.. O.C, 4'-0" O.G. 2'-0" O.C. Substrate: Min.l6ga.. Min. i6ga. Min.l6ga. Min.l6ga. SteelFraming: Steel Framing' Steel Framing _ Steel Framing .'Design Pressure includesa Safety Factor = 2.0. Code Compliance:, The product described herein has demonstrated compliance With . The' Florida Building Code 2020, Section 1709.2. _ 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'niethod for structural performance of ' sheet metal roof and siding'systems by uniform:static air pressure . difference Reference Data: L ASTM E 1592-0.5 (2012) Test " Force Engineering & Testing,. Inc.'(FBC Organization #15T=5328) Report No. 667-0060T-18A-E; 667-0061T-18A-D • 2 Certificate•of Independence ' ByJohnathan Green, P:E. (No: 88223) @ Force Engineering .... ..... . BC (FOrganization # ANE.ID:12901)' 4 � o PODo 4 MRIV r . F 1' i... i Fibree Engi$1 Bring &Testing -. 195301tamblewood Drive Hmiinlc.,Tcsas 77338 . Phone; .(23I) 540-6603 FAX: (281) 540-9966' -11ebsile: •dtirn.farcecn iitiwringtestinl.rom Quality Assurance. Entity. The manufacturer has established compliance of roof panel.products in: accordance with the Florida Building Codeand Rule 61G203.005 (3) for manufacturing under a qualityassurance program audited by an approved quality assurance entity.. Installation: Install per manufacturer's recommended- details. Insulation: Manufacturer's approved product (Optional) . „ 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 dimensions of the structure, appropriate wind loads are . determined using Chapter 16 of the Florida Building.Code 2020 for.wall cladding . . wind loads. These component wind loads for wall 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 .,.Chapter 22 for steel, and Chapter 16 for structural loading. • . d9g Ikon..