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Home My WebLink AboutProduct Approval; Structural Wallx W A., EK M Ty SCIS Home log in I User Reglstratton Hat Topics I Submit Surcharge Stats tt Fatts Publications contact Us i BCIS Site Map I Unks < Search Ffrnitia � n:� Ira&yProduct Approval !USER: Public User Product Approval Menu > Product or Anplicatlon Search > Pppltgk_ U2> Application Detail j FL # FL27403-R2277 q Application Type Revision ®�+ Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Carports Anywhere Address/Phone/Email 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.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. Validation Checklist - Hardcopy Received Certificate of Independence FL27403 R2 COI Letter of Certification -Carports Anywhere seaied.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code GOO 1709.2 I 1ja 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 as Summary of products FL # Model, Number or Name Description 27403.1 Hampton Rib Wail Panel 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 Manufacturer's Details. Not for use In HVHZ Zones. Installation Instructions FL27403 R2 R Hampton Rib Wall Panel sealed.pdf Verified By: 7ohnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL27403 R2 AE Hampton Rib Wall Panel sealed.pd I Created by Independent Third Party: Yes P n o n g Limits of Use Installation Instructions 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 at 4'-0" D.C. -37.0 psf at 4'-0" D.C. Install per Manufacturer's Details. Not for use in HVHZ Zones. FL27403 R2 II Resi-Lao Wall Panel DRAFT sealed.pdf Verified By: ]ohnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL27403 R2 AE Resi-Lao Wall Panel DRAFT sealed.pdf Created by Independent Third Party: Yes Uack ikexc Contact Us :: 2601 Blair Store Road, Tallahassee Fl. 32399 Phone: 050.407-1024 The State of Forida Is an AA/EEO employer. QRvrIght 2007-2013 State of Florida.:: Prlvaev Statement :: Axrssiblllty, Statement :: Refund Statement Under Florida law, email addresses are pubilc 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 850.407.1395. *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 emails provided may be used for official communication with the licensee. However email addresses are pubilc record. If you de 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 4S5, F.S., please dick here . Product: Approval Accepts: �Io0 9 Credit Card Safe y 0 Force Engineering &'Testing 19531) Ramblewwd Drive Humble, Testis 77338 Phone: (281) 540-6603 FAY: (281) 540-9966 Websile: www.forceenl;biecriiiglesling.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: 2-8 Category: Structural Components Subcategory: Structural Wall Compliance Method: 61G20-3.005(2)(b) r' 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 Jaks, P.E. #70159 Contents: Evaluation Report Pages 1- 4 %1)(ld111Qjz e e A'i�® 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. s Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Allowable Design Pressures: Farce Engineering & Testing 19530 Rambiewood Driw Hurnble, Texas 77338 Phone: (281) 540-6603 FAX: (281) 540.9966 Websile: wrvvv.rorecengineeriugltwllug.com The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Sections 1709.2. Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened structural wall panel. Structural Application. 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 1405.2. Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: X" major rib at 9" O.C. Panel Roilformer: MRS Metal Rollforming Systems #12-14 x %" HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2020. 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. T.M. "A" Jr Ge Nam.,, — ou. WMI Dowel Maximum Design Pressure: -57.3 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: 51-V O.C. 4'-0" O.C. 4'-0" O.C. 51-M O.C. 4'-0" O.C. Substrate: Min.14 Ga. Steel Framing Min.14 Ga. 1 Steel Framing Min.14 Ga. I Steel Framing Min.18 Ga. I Steel Framing Min.18 Ga. Steel Framing -ueagn rressure Inuuoes a zarety radar= L.V. 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. Force Engineering & Testing 19530 Ramblewmxi Drive Humble, Temm 77338 Phone: (281)540.6603 FAX: (280540-9966 Websile: www.forecenginecringlesling.cmn Maximum Design Pressure: -57-3 psf -150.9.psf +39,0 psf +143.1 psf Fastener Pattern: 6"-3"-6"-9„_6„_3"-6„ 6"-3"-6"_3,-6„ 3"-6„ 6„_3„ 6=3"-6"3"-6" 6"_3"_WW-6"-3"-6" Fastener Spacing: 4'-W O.C. 21-V O.C. 4'-W O.C. 2'-0" O.C. Substrate: Min.16ga. Steel Framing Min.16ga. Steel Framing Min.16ga. Steel Framing Min.16ga. Steel Framing 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 By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # ANE ID: 12901) %��0�OU8i�40p�� 4 •`„� a 04 '- o 0 ty + t c� a m + aQ O . Qe-- !. ORI 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. Force Engineering & Testing 19530 Ramblewood [hive Humble. Texwv 77338 Phone: (281)540-6603 rAY: (281)540-9966 Website: e•we•.1'orceengineeringleslinR.cmn 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. 1 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. 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# 27403.1 R2 Force Engineering & Testing 19530 ffiamblewood Drive llumble.'rexim 77338 Phone: (281) 540-6603 FAX: (281) 540-9966 Website: www.forc(xugineeringtt.,+ting.com 26 GA. HAMPTON_RIB FASTENER PATTERN 2-1-2-1 `—#12-14 x 3/4- HIM S03 N'/ 141J?J BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 6" 3' G" 3' G' J' 6" 3" ` 1/12-14 x 314" WIN S03 q/ 14W BONDED NEOPRCNE WSHER �y��9�SiV9tppp cbf�G7" � a 0 4 t o a 9 �p�G�A t98 FL# 27403.11112 ITEM HAS BEEN ALLY SIGNED AND ED BY JOHNATHAN :N ON THE DATE CENT TO THE SEAL. I COPIES OF THIS *NTARE NOT -RED SIGNED AND AND THE IRE MUST BE ) ON ANY )NIC COPIES.