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Home My WebLink AboutPRODUCT APPROVAL ROOF DECKRegulation me;µ BCISHome Log In I User Registration '� Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCISSiteMap Links, Search Ri Product Approval USER: Public User 0 4/Av r Product Annroval Menu > Product or Aopjicatbn Search > Aqplgatlon' Ust> Application Detail FIL FL6596-116 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 i Compliance Method Carolina Carports,Inc. 187 Cardinal Ridge Trail. Dobson, NC2.7017 (336),367-6460 FLvalidation@yahoo.com Tim Gammons tim.ga,@carolinacarports.com Jason Cope 187 Cardinal Ridge Trail Dobson,,NC 27017' (800).670-4262 Ext2037 ,jason.c@ccihq.biz it Structural Components Roof Deck i 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 36hnathan 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 ]aks, P.E. U Validation. Checklist - Hardcopy Received Certificate of Independence iFL6596 R6 'COI Letter of certification=Carolina Camorts 2020 • sealed nddf Referenced Standard' and 'Year.(of Standard) Standard ASTM E 1592 FM 4471 Equivalence of Product Standards Certified ;By Sections from the Code FILE COPY Year 2005 1992 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary, of Products - Method I Option D 09/14/2020 10/06/2020 10/19/2020- 12/15/2020 FL # Model, Number or Name Description 6596.1 AG Panel 26 Ga AG Roof Panel over open framing Limits of Use Approved for use in HVHZ: No Approved for use outside_ HVHZ: Yes Impact Resistant: N/A Installation Instructions FL6596 R6 iI FL6596 1 26 Ga AG Roof Panel• sealed pdf Verified By; ]ohnathan E Green, P.E.,80223 Created by IndependentThlyd Party. Yes Design Pressure: +57.3 psf/-62.5 psf Other: See Evaluation Report for,varlous design pressures. Install per manufacturer's details', Not, for use in HVHZ Zones. Evaluation Reports. FL6596 R6 AE' FL6596 1 26 Ga AG Roof Panel sealed odf Created by Independent Third. Patty: Yes 6596:2 AG Panel 29 Ga. AG Roof Panel over open framing Limits of Use Installation_ instructions Approved for use in HVHZ:-No• FL6596 R6 II FL6596 2 29 Ga •AG;Structural Roof'PanelVON, Approved for use outside HVHZ: Yes HVHZ seakd W: Impact Resistant: N/A Verified By: Johnathan E Green, P.E. 88223 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 FL6596 2 29'6AG'Strudural-Roof Panel NON'HVHZ, sealed:D Created by independent Third Party: Yes Oactt Next Contact Us 2601 Blair Stone Road, Tallahassee FL32399 Phone: 850-487-1824- The State of Florida Is anAA/EEO employer. copyright 2007-2013 State of: Florida.:: Privacy Statement:;.Accessibllity'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 :all to this entity. instead, contact the office byy phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), 1orida 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 emalls provided may be used for official.communication with the licensee, However email addresses are public record. if you do not wlsh.tosupply a personal' address, please irovide 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 crick here-. PraductApproval Accepts; a®® G�edlt Cartl I F#orce.'El biggineeri . ng Teiting 19530 Raniblewood, Drive Phone: (281) 540.6603 rAN.' (281) 540-09W Vioddit EvalUdtibn'.R000ft CAROLINA CARPORTS, INC. 26 tsar AO'goofTandl, over Open frarpiqq. Florida Product Approval 4,65961,1 . 116, Florida Building Code. 2020 Per Rule'61G20-3 Method:- I —D Category: Structural Components Subcategory: Roof Deck Compliance, Method: UG20-3.005(1)(cl) NON HVHZ Product Manufacturer: Carolina.Carport,Inc. 187 Cardinal Ridge Trail Dobson, NC 27017 Engineer Evaluator: johnaWiaH Green; P14499123 ' " " - 1 ' Florida EvaluationANE iD:12901 Valldator:� Rrlan"iakiOEE. i76159 -Contents: EWlUdtldjj'R0'p" . P-"' 1-14 SEP 112020, FI.L# 6596.1 R6 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY j6HNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENTABENOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY- IELECTRONIC COPIES. Compliance Statement: Product Description; Panel Material/Standards: rForceetnghinriee�rihg & Testing 19530 Ramb1pvq d ]Drive Aumble,.TeKns 77338 Alone: (2M) 540.6603 i;AXi (281) 540 9966 Wv vile: )rs►►.rorccen8b►ce[iagtesflligcom The product as described In this -'report has demonstrated compliance with the Florida Building Code 2020, Sections 1504.3.2,1504.7. AG Roof Panel, 26 Ga. Steel, 36" Wide, through fastened structural roof panel. Structural Application. Material: 26 Ga. Steel,,ASTM A792 or ASTM A653 696 conforming to Florida Building Code 2020 Section 1501.4.3. Optional paint finish'. YieldStrength Min. 80.0 ksi Coftsion Resistance: Panel Material shall comply.with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(sJ Thickness: 0.0185" mini order thickness Width: 36" maximum coverage Rib Height: Y44" major rib at 9" O.C. Panei Roliformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x Y4" HWH: SD#t3 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: i -543 psf -62.5 psf i i -83.3 psf,, # +46.9 psf. i +57:3 psf, PanefFastenerPattern: ' 2-1-2-1 t 2-1=2-1 ` i 2'-1-2=1 M 2=1-2-1' 271-2-1 Panelspan: 8'70" O.C. 9'-0".O.C. 4'4' O.C. 5'-0" O.C: 4'40" O.C. Substrate: Min.14 Ga. Steel framing Min.18 Ga. Steel Framing Mini 14'Ga. Steel' I Framing Min;18 Ga. Steel Framing Min.18 Ga. Steel Framing *Design Pressure includes.a Safety Factor = 2.0. SEP 112020 FL# 6596.1 R6 THiS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN GREEN ON THE DATE ADJACENT TOTHE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND`THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC. COPIES., 11 Force- Engineering:& Tesfh g 19530 Rnmlilewoad DrIs'v f liumblc, Testis 77338 j Plmnes '(281) 5dt):6603 } : (281)5a0-9966 . Wcbsltc: �r�tisti:rarcccnginecringlesnng.cam Code Compliance: The,product described herein has demonstrated�compliance with The Florida. Building Code 2020, Sections 1504.3.2, iSO4.7. 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. PerformanceStandards: The product described herein has demonstratedcompliance with: a ASTM E 1592.65 (2012) Test method for structural; performance of sheet metal roof and siding systems by uniform static air pressure .difference ■ 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. (FBCOrganization # TST-5328) Report No:183-0109T-12, & 183-0142T-15 3. Certificate of Independence ByJohnathan_Green, P.E. (No.88223) @ Force Engineering&Testing (FBC Organization # ANE 10:12901). 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„FootTraffic Resistance test standard is equivalent -to FM 4471-92. • � i n w � � � " ! ' j 1. Quality Assuratd ce Entity: , i The manufacturert hasiestablished`compliance.of roof panes products in i 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: Installation: 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: install per manufacturer's recommended details. .Aitni A#'6596.1 A6 I ,Insulation: Roof Panel Fire Classification: Shear Diaphragm: Design Procedure: °Force Engineering:&,Testing 19S30 namble�raod Drive 71dinpie, Ter6s.7.7338- Awe: (280540.6603 FAX: (28i)54099b6' 1Ye�sttc: rtil+ay.[orccea:ginecringfcsling com Manufacturer's -approved product (Optional) Fire, classification is not part of this acceptance. Shear diaphragm values are outside the scope of this report. 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 componentwind 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. SEP 112020 FL# 6596.1 R6 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATH'AN 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. Vorcot ii9ineering & Testing Idlumbloi Texas 77338 Phone; I) S40-6601 FAX: (2M)S46-066 ANEL FAStEHERIL-I-Ef PiTTERN- w Wt. 14 ' GA. (GRADE,50) STEEL TUBE FRk%NG (SEE'TABLEA FOR SPACING) SEP 112020 ji2-14 x 01-V "sops if/ -5/6-(16mm) D-Mium sMO WASHER 'moo 11,114- THIS ITEM HAS BEEN. DIGITALLY SIGNED AND — A I �M nW. If-%LJKl A -ri'l A h I FL-# 6596.1 R6