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Home My WebLink AboutProduct Approval; Structural WallR BCi.S Home Log In User Registration Hot Topics ; submit surcharge Stats & pacts i Publications Contact Us BCIS Site Map Unks Search Vr @USER:Product Approval Public User dud jnProyal Menu > Product or Aoflkatlon Starch > A-Ppliption Ust> Application Detail k' iEladLIn EE I Application Type Revision Code Version 2020 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 Carports Anywhere 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.com Brandie Odom bodom@carportsanywhere.com Structural Components Structural Wall 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 ]ohnathan 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 ]aks, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL27403 R2 COI Letter of CertificationTa!yorts Anywhere sealed.Ddf 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 Date Submitted 08/04/2020 Date Validated 08/10/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 Summary of Products FL # Model, Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL27403 R2 II Hampton Rib Wall Panel sealed.pdf Verified By: Johnathan E Green, P.E. 88223 Impact Resistant: N/A Design Pressure: +46.9 psf/-57.3 psf Other. See Evaluation Report for various Design Pressures. Created by Independent Third Party: Yes Evaluation Reports FL27403 R2 AE Hampton Rib Wall Panel sealed.odF Created by Independent Third Party: Yes Install per Manufacturer's Details. Not for use In HVHZ Zones. r p o e - a n o g Limits of Use Installation Instructions Approved for use In HVHZ: No FL27403 R2 II Resi-Lao Wall Panel DRAFT sealed.pdf Approved for use outside HVHZ: Yes Verified By: Johnathan E Green, P.E. 88223 Impact Resistant. N/A Created by Independent Third Party: Yes Design Pressure: +40.0 psf/-37.0 psf Evaluation Reports Other: +40.0 psf at 4'-0" o.c. -37.0 psf at 4'-0" o.c. Install per FL27403 R2 AE Rest -Lao Wall Panel DRAFT sealed.Ddf Manufacturer's Details. Not for use In HVHZ Zones. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. C_pyriaht 2007-2013 State of Flodda.:: Privacy Statement :: Accessibility Statement :: Refund 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 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 8censed under Chapter 455, AS. must provide the Department with an email address If they have one. The emalts provided may be used for offiyal 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 here . Product Approval Accepts: 9s1 M. Credit Card Safe Force Engineering & Testing 195311 Rumblewood Drive Humble, T=v; 77338 Phone: (281) 540.6603 FAX: (281) 540.9966 1Vebsile: www.l'orcecei ;iiicerin(1leslin{I.com Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Wall Panel over open framing Florida Product Approval # 27403.1 R2 Florida Building Code 2020 Per Rule 61G20-3 Method: 2—B Category: Structural Components Subcategory: Structural Wall Compliance Method: 611320-3.00S(2)(b) 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 Validator• Brian 1aks, P.E. #701S9 Contents: Evaluation Report Pages 1- 4 NARV IX o 0 o e e 4} e- o tr , o OMMW n FL# 27403.1 R2 ITEM HAS BEEN 'ALLY SIGNED AND ED BY JOHNATHAN :N ON THE DATE CENT TO THE SEAL. TED COPIES OF THIS JMENT ARE NOT SIDERED SIGNED AND .ED AND THE ATURE MUST BE FIED ON ANY ,TRONIC COPIES. Force Engineering & Testing 195311 Rumblew•ood Drive Humble, Texua 77338 I'bone: (281) 540-6603 FAX: (281) 540 9966 Websile: Ww9Y.fllrceellglneerlliglesiing.conl Compliance Statement: 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 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 G90 Grade 80 Conforming to Florida Building Code 2020 Section 2405.2. Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: %" major rib at 9" O.C. Panel Roliformer: 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. 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 Code 2020. Allowable Design Pressures: Table "A" 26 Ga. Hamoton Rib Wall Panel Maximum Design Pressure: -S7.3 psf -72.9 psf -67.7 psf +46.9 psf +S4.7 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: 5'-0" O.C. 41-0" O.C. 4'-0" O.C. S'-0" O.C. 4'-0" O.C. substrate: Min. 14 Ga. Steel Framing Min. 14 Ga. I Steel Framing Min. 14 Ga. I Steel Framing Min.18 Ga. I Steel Framing Min.18 Ga. Steel Framing Design Pressure Includes a Safety Factor = 2.0. FL# 27403.1 R2 ITEM HAS BEEN ALLY SIGNED AND ED BYJOHNATHAN :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. Force Engineering & Testing 19530 Rmnblewood Drive Humble. 'remm; 77338 Phone: (281)540.6UO3 IFAX: (281) 540-9966 Websile: www.torceenghieerh:gtL.s(iiig.com Maximum Design Pressure: -57.3 psf -150.9 psf +39.0 psf +143.1 psf Fastener Pattern: 6"-3"-6"-3"-6„_3„-W Fastener Spacing: 4'-W O.C. 21-0" O.C. 4'-W O.C. 21-W O.C. Substrate: Min.16ga. Steel Framing Min.16ga. Steel Framing Min.16ga. Steel Framing Min.16ga. Steel Framing ....a�6.• � . caay. c u.�.VYG O JYIGLY I'OLhVI � L.U. 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 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-D 2. Certificate of Independence ByJohnathan Green, P.E. (No. 88223) @ Force Engineering &Testing (FBC Organization # AN ID:12901) ITEM HAS BEEN 'ALLY SIGNED AND ED BY JOHNATHAN 'N ON THE DATE CENT TO THE SEAL. I COPIES OF THIS :NT ARE NOT ?RED SIGNED AND AND THE IRE MUST BE ) ON ANY )NIC COPIES. FL# 27403.1 R2 Force Engineering & Testing 19530 Rumblewood Drive Humble. Tes:w 77338 Phone: (281) 540-6603 VAX: (2:11) 540-9966 Website: www.forccengincerin�lesling.eom 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 a quality assurance 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. �i� �° b�cOGigpG��®�� .� e l 1 d a o cLia— a� Aa�� FL# 27403.1 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. ( ' 1 ' Force Engineering & Testing 19530 Rumblew(wd Drive Humble, Tesus 77338 Phone: (281) 540-6603 rA\: (281) 540-9966 Nebsile: wtve•.PorceengineeringIL5t!ng.com 2G GA, HAMPTON RIB FASTENER PATTERN 2-1-2-1 `-1712-14 x 3/4' HIM SW W/ 14WA 130?1DE0 NEOPRENE V/ASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 6' 3•- 6- - - - 3- V 3- `(JI2-1•i x 3/4- 1WH S03 1V/ 141A1 BONDED NEOPRENE WASHER d 1382M e o e o i m7c. OF i a s FL# 27403.1 R2 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN 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.