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Home My WebLink AboutProduct Approval; Structural Wall. 2/4/2022- Florida Building Code Online cr a SCIS Home Log In User Registration Hot Topics Submit Surcharge StatS & Facts Publications ! Contact Us aels Site Map Links Search b ai OakProduct Approval USER: Public User Pro uct np yraval Menu > Protitct or Ailpiicaduo SeittCh > Aptinl�n i t > Application Detail �� FL # FL6702-R6 M s Application Type Revision Code Version 2020 Application Status . Approved Comments Archived Product Manufacturer Carolina Carports,lnc. Address/Phone/Email 187 Cardinal Ridge Trail Dobson, NC 27017 (336)367-6400 FLvalidation@yahoo.com Authorized Signature Tim Gammons tim.ga@carolinacarports.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 - f-lardcopy Received Florida Engineer or Architect Name who developed the Johnathan E. Green, P.E. Evaluation Report Florida License PE-88223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/14/2027 Validated By Brian Jaks, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL6702 R6 COI Letter of Certification- Carolina Carports 2020 sealed.pdf 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 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE!VXQwtDgtploPjbBuS3h8swa5aoOIFNyJOLmrCl p8%3d 1/2 2/4/2021 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL # Model, Number or Name 6702.1 I AG Panel 09/14/2020 10/06/2020 10/19/2020 12/15/2020 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +57.3 psf/-62.5 psf Other: See Evaluation Report for various design pressures. Install per manufacturer's details. Not for use in HVHZ Zones. 6702.2 1 AG Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +41.6 PSF/-57.3 PSF Other: See Evaluation Report for various design pressures. Install per manufacturer's details. Not for use in HVHZ Zones 6702.3 1 Dutch Lap Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +24.4 psf/-26.0 psf Other: See Evaluation Report for various design pressures. Install per manufacturer's details. Not for use in HVHZ zones. 6702.4 j Dutch Lap Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact. Resistant: N/A Design Pressure: +35.1 psf/-35.5 psf Other: See Evaluation Report for various design pressures. Install per manufacturer's details. Not for use in HVHZ zones. .. Description 26 Ga. AG Wall Panel over open framing .__... _..___....... ...... ._.._..__. ...; Installation Instructions FL6702. R6 II FL6702•,,1,-7 fi Ga.AG Ydall Panel seal( d_, fLcf Verified By: Johnathan Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL6702 R6 AE FL6702,1 26 Ga. AG Wall Panel sealed.pdf J Created by Independent Third Party: Yes 1 _.._......................................:............. __ ;_.._______._....._........... ............. ........ .... _. ,.................... .... .....Y 29 Ga. AG Wall Panel over open framing _......._.._........._... .................... .._.... ....._,i Installation Instructions FL6702 R6 It FL6702.2. 2c) Ga. AG Structural WaJI Panel NON HVHZ sealed.pd j Verified By: Johnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL6702 R6 AE FL6702 2 29 Ga AG Structural Wall Panel NON I HVHZ seal_ed.pdf Created by Independent Third Party: Yes 3 _............ .._............. .,.........................,......_.......... ,.... ._..,.._ .. _ _._......_................................. ......_...............! 26 Ga. Dutch Lap Wall Panel over open framing Installation Instructions FL6702 RCFI FL6702 3 Dutch La etal W@jl p,Pn j NON HVHZ sealed.pdf Verified By: Johnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL6702 R6 AE FL6702.3Dutch Lap Metal Wall Panej,NON HVHZ sealed.peff Created by Independent Third Party: Yes 29 Ga. Dutch Lap Wall Panel over open framing Installation Instructions FL6702 R6 II FL6702 4 Dutch Lap Metal Wall Panel non hvhz sg_ Led.pdf Verified By: Johnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL6702 R6 AE FL6702.4 Dutch Lap Metal Wall Panel non hvhz sealed.pdf 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. Qpyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibilitv,S,latement :; Refund Statement Under Florida law, email addresses are public records. If you do not want your a -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 mail. If you have any questions, please contact 850.4B7.1395. -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 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 click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.orgtpr/per app_dtl.aspx?param=wGEVXQwtDgtploPjbBuS3h8swa5aoOIFNyJOLmrClp8%a3d 212 i Force Engineering & Testing 195J:t ti:urr9116a Hot) Wire I h 111 1 4. I r%w. 77 t 3g 111fortt: F21ill540.6603 I ,NN: lirtosete•. es�ct+.f�mta�ctrotirr4a•rin�tc+Nit�.c•orrt Product Evaluation Report CAROLINA CARPORTS, INC. 26 Ga. AG Wall Panel over Open Framing Florida Product Approval # 6702.1 R6 Florida Building Code 2020 Per Rule 61G20-3 Method: 2 —B Category: Structural Components Subcategory: Structural Wall Compliance Method: 61G20-3.00S(2)(b) NON HVHZ Product Manufacturer: Carolina Carports, Inc. 187 Cardinal Ridge Trail Dobson, NC 27017 Engineer Evaluator: Johnathan Green, P.E. #88223 Florida Evaluation ANE ID: 12901 Validator: Brian Jaks P.E. #70159 Contents: Evaluation Report Pages 1— 4 RO s � 4 zz ®a«« SEP 112020 �IWI�'AL �. �1101 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. FU 6702.1 R6 F Force Fitx;inee ring & 1'esting 195311 lUmbtr wwg1 14k e 111kniblii.'1`exus 77.t38 Phone: ?:80-40-6603 FAX. i„$ft5-40-9964 1tclrsitr�, arcrc.Fort•c�t�truirtrvrr'in�uratin.�;.c�orrr Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Section 1709.2. Product Description: AG Wall Panel, 26 Ga. Steel, 36" Wide, through fastened structural wall panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, panel material shall comply with Florida Building Code 2020 Section 1405.2. Yield Strength: Min. 80.0 ksi Panel Dimension(s): Thickness: 0.0185" min, order thickness Width: 36" maximum coverage Rib Height: Y4" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x Y44" HWH SD#3 with 5/8" (16mm) diameter sealing washing or approved equal. Corrosion Resistance: Per Florida Building Code 2020. Substrate Description: Minimum 14 Ga. (Grade 50) Steel tube framing or Minimum 18 Ga. (Grade 50) Steel hat channel purlins/girts. See Table A for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2020. Allowable Design Pressures: Table "A" Maximum Design Pressure: -59.9 psf -62.5 psf -83.3 psf +46.9 psf +57.3 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. 4'-0" O.C. 4'-0" O.C. 5'-0" O.C. 4'-0" O.C. Substrate: Min. 14 Ga. Steel Framing Min. 18 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. At00991jil/ MID Of e 4 SEP 11 2020 IS ITEM HAS BEEN aITALLY SIGNED AND ALED BY JOHNATHAN EEN ON THE DATE JACENT 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# 6702.1 R6 I Force E'llgilaecring & ' es(ing _ 11imb1c, fcA,ss 77J38 I'llime; (281 w40.6603 FAX-. �. 13511i•'!'t�9C� 1'1'et)�hv: NV%I ill-1XIM) 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 offthe 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 Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 183-0063T-16A-E 2. Certificate of Independence By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # AN ID: 12901) Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2012) test standard. Quality Assurance Entity: The manufacturer has established compliance of wall 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. ego Sam s � k� 0 xzfzs�ft SEP 11 2020 � jjFP1h11%%% 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# 6702.1 R6 Force Fligineering & `i'€,stingy; 19531► Ran blewoud Drive 1WmWe, 1'exaa 77,i18' 1'ltuac: UISI) F'A\. Qlvh:40.9966 Stettvfti�: t�wtiv.firrccc�r�iniv7ri+h,;te�tin:;.rrrrtt 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. ED eamo a o STATE OF .� 10 SEP 112020 ®�'' AL �� M11 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# 6702.1 R6 Force Engineering &'yc,,jtjIjf) 19;3 I Iti))mblt ll•owl I )rh v IInr11l)lc�.'i'rts)��''��,i3€ t'4G(x.iFe>; sWscx+.P1>roc'•��„enevi•hl);t��litey;.c4r[ai Ml-D-SMEUzjj-z-�AT RN OR MIN. 14 GA. (GRM)F. 56 STEEL TUBE FRA411NC .y (SEE TABLE A FOR SPACING) 012-14 x 3/4" W/N S0#3 w/ s/S" (16mm) DIAMETER SEAUNG WAS110 @��1011Pgjj,j l SEP 11 2020 zl,ff®`AL �� 10111M 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# 6702.1 R6 LMwµ Force ITnginecring & Testing 195.19 Rambimuod Drive 11vml)Ie,'1'vxas77338 Phone: (281 ) 540-6603 IAX: (281) 540-9966 Websitc, w�viv.rorcce;igiiieuriiigtcslivig.c4)ni W. la CA. (OME P) STEEL HAT CHM' NIEL FPAL41IG OR UK 14 CK (GWE 50) STEEL TUBE FRMNO \-112-14 x 3/4' INIH SD93 iv/ 51ir (16mm) DWIETER SE010 WASHER (SEE TAKE A FOR MCNO) WAR (W SEP 112020 ,/I/) III{rXON THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOH NATHAN 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. riL# 6596.1 R6