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Home My WebLink AboutProduct Approval; Roof Deck Structural Componentsv sites r ' aCIS Home I Log in I user Registration ( Not Topics i Submit Surcharge t Stats & Facts I Publications i Contact Us I SCIS Site flop I Links ( Search f Fi (b 7a Product Approval USER: Public User Produ2 Agproval Kgpu > gLodu ar Application Search > A,R 1iO y Application Detail FL 4 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL65%-R6 Revision 2020 Approved g 3 Y�6 Carolina Carports,Inc. C� l (3 3 _ d3187 Carina Dobson dNC Ridge127017 Trail V E (336)367-6400 APPDn FLvalidation0vahoo.com Tim Gammons tini.ga@caroifnacarports.com Jason .Cope 187 Cardinal Ridge Trail Dobson, NC 27017 (800)670-4262 Ext2037 jason.c@ccihq.biz Structural Components Roof Deck FILE Gor, 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 E. Green, P.E. Evaluation Report Florida License PE-88223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/05/2027 Validated By Brian Jaks, RE. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL6596 R6 COT Letter of Certification- Carolina Carports 2020 sealed.pdf Standard year ASTM E 1592 2005 FM 4471 1992 Product Approval Method Method i Option D + .r Date Submitted 09/14/2020 Date Validated 10/06/2020 Date Pending FBC Approval 10/19/2020 Date Approved 12/15/2020 Summary of Products FL # _ Model, Number or Name Description 6596.1 AG Panel _ 26 Ga AG Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL6596 R6 It F1,6596,1 26 Go. AG Roof Panel sealed.pdf Approved for use outside HVHZ: Yes Verirled By: Johnathan E Green, P.E. 98223; Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +57.3 psf/-62.5 psf Evaluation Reports Other: See Evaluation Report for various design pressures. 171_6596 R6 AE FL6596,1 26 Ga. AG Roof Panel sealed:pdf Created by Independent'rhird Party: Yes Install per manufacturer's details. Not for use in HVHZ Zones. 6596.2 ... __ VAG Panel 29 Ga. AG Roof Panel over open framing . ........................ ..... . Limits. of Use Installation Instructions AppYoved for use1it HVHZ: No F1.6596 R6 II FL6596 2 29 Ga. AG Structural Roof Panel NON HVHZ sealed pd Approved for use outside HVHZ: Yes Impact Resistant: N�A `" Verified By: lohnathan E Green, P.E. 982.23 Design Pressure: +41.6 psf/-57.3 psf Created by Independent Third Party: Yes Other: See Evaluation Report•for various design pressures, Evaluation Reports Install per manufacturer's details. Not for use in HVHZ Zones. FL6596 R6 AE FL6S96 2 29 Ga. AG Structural Roof Par I d NON HVHZ sealed pdf A' Created by Independent Third Party: Yes [lack tSext Contact Us.:: 2601 Blair Stone Road Tallahassee. F1.32399 Phone: SSO-4R7-182.4 The State of Florlda is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement ::.Accessibility Statement :, Refund Statement Under Florida law; email addresses are public records. If you do not want your e-mail address released lit 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 850.407.1395. 'Pursuant to. Section 455,275(I), Florida Statutes, effective Ottoher 1, 2092, licensees licensed under Chapter 455, F.S. must providetti'e Department with an email address If they have one. The emails provided may 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 dick her . Product Approval Accepts: ffm cCtaf rLLr1R��i�sltic .i ++ I riorce Li ngineetin & Testing 19530 Hnniblo and Drive Thimble, T xas77338 Phone. (281)540.66t)3 FAX: (91).540-9966 Welxsitc: svwvse`,%reeex�yhxecrin lexlix�g.CQnx Product Evaluation Report: CAROLINA CARPORTS, INC. Florida Product Approval # 6596.1. R6 Florida Building Code 2020 Per Rule 61G20-3 Method: 1—D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3.005(1)(d) 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 t��911gt8i11® o TE( ,i .w® SEP 112020 ��l�I�99A 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# 6596.1 R6 ✓ J " -1- t 1 If orce Engineering & 'festbig 19530 Raubietitarrd Drive ftunrbic,'I"cxas 77338 Phone: (281) 540.6603 11AX: (281) 540.9060 AYehsite: wxti�r,fcrrcecntincyc++ringicsiing.t�mi Compliance. Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Sections 1504.3.2,1504.7. Product Description: AG Roof Panel, 26 Ga. Steel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2020 Section 1507,4.3. Optional paint finish. Yield Strength: Min. 80.0 ksi Corrosion Resistance: Paiiel Material shall comply with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(s): Thickness: 0,0185" min. order thickness Width: 36" maximum coverage Rib Height: %" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: 4112-14 xY4" HWH SDI13 with 5/8" (16mm) diameter sealing washing or approved equal. Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4. 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: 2-1-24 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 1 Framing Min.14 Ga. Steel Framing Min, 18 Ga. I Steel Framing Min.18 Ga. Steel Framing *'Design Pressure includes a Safety Factor = 2.0. SEP 112020 YA r, �iaili OF •fiOp•p0 r 8NIAL 111%1P �� 611f 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 13E VERIFIED ON ANY ELECTRONIC COPIES. TL## 6596:1 R6 l Force Digineering & Testing)...... 19.930 Rambletvnod Drive linmbte, "Penns 773:18 Phone: (281) 540.6603 .FAX: (V.41) 540.9966 WeAlte: tctvu.iureeettgittret~inbtestiut;.c+�tra Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Sections 1504.3.2,1504.7. ' I 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 n FM 4471-92 - Foot Traffic Resistance Test Reference Data: 1. ASTM E 1592-05 Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No.183-0063T-16A-E 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No.183-0109T-12, & 183-0142T-15 3. Certificate of Independence By lohnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization ## ANE ID:12901) Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2012) test standard. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. 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. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: , Install per manufacturer's recommended details. SEP 112020 ITEM HAS 13EEN ALLY SIGNED AND ED BY JOHNATHAN :N ON THE DATE CENTTO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. TL# 6596.1 R6 Force Engineering & getting 19530 itr wblewood Drive U ifunihle,'1'exos 77338 Phone: (281) 5=111.6093 TAX: (281) flO.9966 Wehsitc: tietstis.Parcrcnghresrin testingeam Insulation: Manufacturer's approved product (Optional) . Roof 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 roof cladding wind loads. These component wind loads for roof 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. PAN i a f Q,. • a �y� �qp � d�'iy�1 0 ?:off �+Y` IO.- rZ f�oaoo SEP 112020 ��®od% AL 1, IS ITEM HAS BEEN 3ITALLY SIGNED AND ALED BY JOHNATHAN TEEN 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. IF, 6596.1 R6 Force 1"rigincel-lug & Testing 19530 Rumbleivood Drive. I bimble, 1'exas 77.138 Phone: (281) 540.660.1 FAX: (2141) 540-9966 Wobsite. Avwiv.rorccejlginecriiig(csltng.c4)M W. 18 G& (OWE 50) STEEL Ild CHANNEL FRAWHS \\-111-14 x 3/4' WIM S013 W1 516" (16mm) NWETER SEALQM WASHER OR W. 14 CA. (GRADE 50) STEEL TUBE'FRk%t';a (SEE TABLE A FDR SPAC01G) 0AN MA76 (W ORID.. N SEP 112020 0. S ITEM HAS BEEN ITALLY SIGNED AND kLED 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# 6596.1 R6