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Home My WebLink AboutProduct Approval; Structural Wall Components/YBL� i 61 .. Business s Professional Ra .. : .... . . SCIS Home } Log In I User Registration Hot Topics { Submit Surcharge { Stats.& Facts i Publications I Contact Us 'I BCIS Site Map { Unks Search { Rrnida . �h�J Product Approval 3 USER: Public User PraductAoprovai Menu > Product or Aoplkation Search'> Alp [012n Ust ApplleaUon Detall .. . ' ®FL* Fi 27403-R2 Application Type . , Revision: . Code Verslon 2020 ...: Appilcation Status Approved, Comments Archived Product Manufacturer Carports Anywhere . . Address/Phone%Email 10858 S.E. County Road 221'.. Starke, FL . (352) 4684116 bodom@car portsanywhere.com Authorized Signature Brandie Odom bodom@carportsanywhere.com .. Technical Representative . Address/Phone/Email Quality Assurance. Representative Address/Phone/Email Category. Structural Components; Subcategory Structural Wall., 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.the Johnathan Green. Evaluation Report. . Florida License " PE-88223 Quality Assurance Entity, PRI. Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date. 06/13/2023 Validated By Brian Jaks, P.E., 1 Validation Cheeklist - Hardcopy Received Certificate of IndependenceFL27403 R2 COI Lettee of Certification- areorts Anywhere seaied.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards' Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B e ' Dafe.Submitted Date Validated" Date Pending FBC Approval Date Approved 08/04/2020 08/10/2620 08/22/2020 10/13/2020 Summa of Products FL"# Model, Number or Name Descrlptiori. 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing " Limits of Use Installatioe Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F 27403R2 II Hn amptoRib Wail Panel'sealed:odf Verified_ By . Johnathan E Green, P.E. 88223 " Impact Resistant: N/A Created by Independent Third Party: Yes " Design Pressure: +46.9 psf/-57'.3 psf Other: See Evaluation Report for various Design Pressures. Evaluation Reports - FL274o3 'id AE-Hainpton Riti Wall'Panel "sealed.odf Created by. Independent Third Party: Yes, Install per Manufacturer's. Details, Not for use In HVHZ Zones... r p a�4 Qhrean o 10 �111 Limits of Use .. Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL27403 ,R2 II Resi-Lao (Nall Panel'i7RAFT-sealed.odf Verified By: ]ohnathan E Green; P.E. 88223 Impact Reslstanth N/A Created by Independent Third Party: Yes . Design Pressure: +40.0 psf/737:0 psf Other: --40.0 psf -at 4'-0" o.c: -37.0 psf at 4'-Q" o.c. Install per Evaluation Reports FL27403 R2 AE Resi-Lap"1Arafl"Panel DRAFT sealed.pdf Manufacturer's Details: Not for use in-HVHZ Zones.. Created by Independent Third Party: Yes' . •. .. .Clack FJext .. ' ' . . Contact Us 2601 Blair Stone Read, Tallahassee FL 32399 Phone: 850-487-1824 The.State of Florida Is an AA/EEO employer. Ccyrioht 2007-2013 State of Florida.:: Pdvaev Statement:: Accesslbllit SStatement :r Refund Statement Under Florida law, email addresses are public records. If you do not want your e•mall address released In response to a public -records request, do not send electronic, mail to this entity. Instead; contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395, .*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 21112,11censees licensed under Chapter 455, F.S. must provide the Department with an email address Ifthey have one: The emalls provided may be used for otBcial corr munication.wlth 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.8censee under Chapter, 455, F.&, please dick here . . .. " . . Product Approval Accepts: .. . . . Credit Card Safe l 1. ..1. Force Engineering.&, Testing- 19530 Ramblmood Drive ffumhle.; Tcsos 7733$ :Phone: (281) 340,6603; FAX: (281) $40-9966 metisite: ww%v.forceengineeringtesling.com ' Pioduct Evaluation Report CARPORTS ANYWHERE Hainp% RibMaft Panefaver open framing Florida Product Approval'.#i 27403.J R2. Florida Building Code 2020' Per Rule 61G20-3 Method: 2—B - Category: Structural Components Subcategory: Structural Wall Compliance Method: 61G20-3.005(2).(b). NON HVH2 Product Manufacturer: Carport Anywhere 108S8 S.E. County, Road 221 Starke; Florida 32091 Engineer Evaluator: Johnathan Green, P.E. a SSZ23 ' Florida Evaluation ANE ID:12901 Validator• Brian Jaks, P.L #70159 Contents: .. . Evaluation Report : Pages 1-4 �)0�,�1lli9�flBd THIS ITEM HAS BEENDIGITALLY SIGNED AND . Z® SEALED BYJOHNATHAN �_daGfigBQ"•�. �� GREEN ON THE DATE ADJACENT TO THE SEAL. ° a �60088223a e ' PRINTED COPIES OF THIS e ; DOCUMENT ARE NOT .� S4AYgCV ;p„�oCONSIDEREDSIGNEDAND � °•; SEALED AND THE. •;QgIpSIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 27403.1 R2 1 J. Force Engineering &:Testing . M30 Ramblewood Drive Humble; Te"sas 77338 Phone: (281) 5411-6603 XAX: (28.1) 5Ji1A9(G Websile: www.foteeengineerhilki6ting.com Compliance Statement: The product as described in this report has derrionstrated compliance with the. . 'Florida Building Code 2020,S ections 1709.2. Product Description::: Hampton Rib 26.'Ga. and 29 Ga::Steel (Nall Panel, 36'.'' Wide,: through fastened structural wall 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 A653.690 Grade 80 Conforming to Florida Building Code 2020 Section 1405.2. . Panel Dimension(s): Thickness: 26:Ga.: 0.0185" min. order thickness 29 Ga.; 0.0142:' min. order thickness Width:36„ rna. ximurncoverage.". . Rib Height; Ys" major rib at 9" O.C. Panel Roliformer:. MRS Metal Rollforming Systems Panel Fasteners #12-14 x l" HWH $D03 with-14inm neoprene bonded washing orapproved equal Corrosion Resistance: Per Florida Building Code 2020. Substrate Description:. Minimum 14 Ga..(Grade 50).Steefframing,.Minimum 16 Ga. (Grade 50) Steel framing; or Minimum 18,Ga. (Grade50) Steel framing, See Table A & B for steel gauge. Framing must be designed: in.accordance w/ Florida Building Code 2020. - Allowable Design Pressures: Table'W' 26 G.a: Hampton Rib Wall Panel Maximum Design Pressure: -57.3 psf -72.9 psf .... -67.7 psf . +46.9 psf '. +S4J psf Panel Fastener Pattem; 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., . 4'4".O.t. 510, O.C. 4',-0" O.C. Substrates Min, 14 Ga.. Steel Framing Min. 14 Ga. I Steel Framing Mim 14 Ga. Steel Framing Min.18 Ga. Steel Framing Min. IS Ga. Steel Framing *Design Pressure includes a Safety Factor= 2.0. THIS ITEM HAS BEEN DIGITALLY SIGNED AND. . a` H ATH s® .SEALED BY J O N AN GREEN ON THE DATE e •;, ADJACENT TO THE SEAL. No PRINTED'COPIES OF THIS 0 ' ° -- DOCUMENT ARE NOT " a R]tF o d CONSIDERED SIGNED AND ° SEALED AND THE e�N� SIGNATURE MUST BE . VERIFIED ON ANY /®/Ba AL.�aa0®® ELECTRONIC -COPIES:. Maximum Design Pressure: -57.3 pO -150.9 psf +394 psf +143.1 psf ' Fastener pattern: 6'-3"-6"_3„_6„-3„-6 Fastener Spacing:. 4'-0.O.0 . ' 2'4.' O.C. a'-lt" O.C. Substrate: Min.16ga.. Steel Framing: Min.:l6ga. Steel l Min.a6ga: Steel Framing Min.16ga. Steel Framing *Design Pressure Includes a Wetyfador=2.0. Code Compliance: The product described. herein has demonstrated compliance with . .. .. The Florida Building Code 2020, Section "1709.2: Evaluation Report Scope: The prbduct 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 sheet metal roof and siding systems by uniform static air pressure difference 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-!) . 2; Certificate of Independence By lohnathan Green, P.E.'(No., 88223) @ Force Engineering & Testing (FBC Organization #'ANE, ID:12901)' THIS ITEM HAS BEEN. . DIGITALLY SIGNED AND. SEALED BYJOHNATHAN GREEN ON THE DATE _. . •. s ADJACENT TO THE SEAL. PRINTED COPIES OF THIS c e DOCUMENT ARE ND OT r. a r. '®. E D Q, . SEALED AND THE A /�. 91.•` \ SIGNATURE MUST BE N ' VERIFIED OKANY t�AL �0ELECTRON C COPIES. g0.1 @!! Illi ,t Force Engineering &'Testing s 19530 Rambiewood Drive Humbic, Texas 77338 Phui e: 1281)540.6603 :FAX: (281) 5411-9966. Avebsile:.WIVAV.f6ree,enginieringtesting.com Quality Assurance, Entity: The nianufactur.'er has establithed compliance of roof panel. products in:. . accordance with the Florida Building Code and Rule 61G20-3.005 (3)'for manufacturing Under a quality assurance program audited by.an approved' quality assurance entity.. Installation: Install per manufacturers recommended details. Insulation Manufacturer's approved product (Optional) Panel Fire Classlfication: .. 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;.appiopriate 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 pul[out and . pullover. support framing must be in compliance with' Florida Building Code 2020 Ch'apier22.for steel, and Chapter'16 for structural loading. cis ..Elam .p ORIT THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE `a s ADJACENT TO THE SEAL. e lob eamo:. o ° s PRINTED COPIES OF THIS DOCUMENTARE NOT e ° e �•` r � SS74YIE� o CONSIDERED SIGNED AND rig SEALED AND THE ORIV � \o\SIGNATURE MUST BE VERIFIEDONANY ELECTRONIC COPIES.. �9199oi1�� . FU 27403.1 W