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Home My WebLink AboutPRODUCT APPROVAL ROOF DECKt•lonaa building Coae unifne "i BCIS Home I toy In 'I User 6e915traUon I Hat Topics .i Subtnit_Surcharge I St6ts flFacts I Publications I 'FEIC Stale acts 51te Map Unks I Search I DiProduct A rCVailUsER:'PublicUser roduct n provai Menu > prnd6ctnrnanlleatlan Search > ApplIcatVin tic > Application Detail ' FL # Fwsrs-115 Application Type Revision Code Version 2017 BY Application Status Approved i}e �� p�oe �bQ 10�� It �J -Comments Archived Product Manufacturer Carolina Carpoits,Inc. Address/Phone/EmWl 187 Cardinal Ridge Trail Authorized Signature Technical Representative Address/Phone/Ein all Dobson,i4C 27017 (336) 367-6400. FLvalldation@yahoo.com robert cope jason.c@carolinacarports.com Jason Cope 187 Cardinal Ridge Trall Dobson, NC 27017 (800) 6704262. Ext2037 jason.c@ccihq.biz Quality Assurance Representative Address/Phone/Email Category Structural C_omponehts Subcategory Roof Deck 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, Terrence E. Wolfe the Evaluation Report Florida. License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/05/2027 Validated By Brian ]aks, P.E. Validation Checklist - Hardcopy Received Certificate of Independence. FL6596 R5 COI Letter of'Certifieatli n.adf Referenced Standard and Year (of Standard) Standard ear' ASTM E 1592 2005 FM 4471 1992 Equivalence of Product Standards Certified By two Sections from the. Code !! ig.org/Pr/pr_appjtl.aspx?param--WGEVXQwt . DqtLgfagLWIPqdmvgLTOCyKesqpq%2fzxULibg%3d 1/2 l Florida Building Code Online Product Approval Method: Method 1 Option D Date Submitted 08/15/2017 Date Validated OB/16/2017 Date Pending FBC Approval •08/.2212017 Date Approved 10/10/2017 Summary ef.P�educEe:. 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 Approvedforuse outside HVHZ; Yes Installation Instructions E1,6596 R5 'II 26Ga: AG Roof Panel secured:pdF Verified By: Terrence E. Wolfe, rPE. 44923 Impact Resistant' N/A Created by Independent' Third Party: Yes Design Pressure: +57.3 psf/-62.5 psf Evaivation Reports Other:`See Evaluation Report far various design pressures. Install per manufacturer's detalls. 'Not'for use In HVHZ Zones,' FL6596 R5 AE 26 Ga. AG Roof Panel secured.odf Created by Independent Third Party: Yes 6596.2 AG Panel 29 Ga. AG Roof Panel over open framing Limits of use. Installation Instructions Approved for use in HVHZ- No . EL6596 R5 II 29 Ga. AG Structural' Roof Panel NON HVHZ secured.Ddf Approved for use outside HVHZ- Yes Impact Resistant: N/A Design Pressure: +41.6 psf/-57.3 psf Other.'5ee Evaluation Reportfor various.desigri pressures. Install per mand6durer's delo_lls. Not for usedn HVHZ Zones. Verified.By: Terrence E. Wolfe,.P.E: 44923 Created by Independent Third Party: Yes Evaluation Reports F16596 RS AE 29 Ga, AG Structural Roof Panel NON HVHZ secured.Ddf :Created.by Independent Third Party: Yes' . EEO El Contact Us :: 2601'Blalr Stone Road. Tallahassee k 32399 Phone: a50.487-102.t The State of Florida Is an WEED employer. r-,•po y1fght7.007-2013 State of Flarlde.:: PrlvaN Statement E: Accesslblllty Statement :: Refund Statement Under Florida law, ernall addresses are public records. If you do not want your e•mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone ar by tmdlUonal mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section .455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address If they have one. The emalts provided may be used for afndatcommunlcatlon wlth'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 pubilc,To determine If you are a licensee under.Chapter 455, FS., please dick ere Product Approval Accepts: . �. o o �e M Credit Card Safe 212 9 rFoxcbEnt-'--ncAng•&TestingInc.530 Aamblewood Drive Hx#nbic,T7i77338 Product Evaluation Report . CAROLINA CARPORTS, INC. :26 Ga. Ad -Roof Panel over openf frarning Florida Product' Approval ## 6596-A 115 Floilda'Building Code 2017 Per Rule Gid2da Method: i=D Category: Structural Components Subcategoryc Raof Deck Compliance Method-, GiG20-3.005(1)(d) NON HVHZ Product Manufacturer: Carolina Carports, Inc. .197 Cardinal.Ridge.Trail Dobson, NC 27017 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluatlon ANE ID:1920 Validator: Brian Jaks P.E. #70159 Contents: Evaluation Report Pages 1- 4 ��ti u r r r1,,♦ to • No *e M • STATE of a ' Ab01t.11D40 rsrrm -140HAL H r r t I �%`, liff.FU 6596.1 R5 August.14, 2017 r7F.rce Engineering &Testing Inc: 19530 Ai abic*ood`Dciye.' Humble 7,7338 Compliance Statement- The product as described in this .re poct:fias demonstrated compliance; With the Florida "Building Code 2017, Sections 1504:3.1;1564-7. Product Description: AG -Roof Panel,.26 Ga.-Steel, 3V Wide, through fastened -structural roof panel. Structural Application. Panel.Material/Standards: Material::26 Ga. Steel, ASTM A7.92 orASTM A653 G90 conformingto Florida Building Code 2017-Section 1507.4.3. Optional paint finish: Yield Strength: Min. g0.0 ksi Corrosion Resistance: Panel Material shall comply, with Florida Building Code: 2017;Section 1507AA. Panel Dimension(s): Thickness:, 0:0185" min. order thickness Widdf- • 36" maximum coverage Rib Height: %" major rib at 9".O.C. PanehRoliformer: MRS Metal Rollforming Systems Panel Fastener: 912-14 x'%.";HWH SDO With 5/8" (16mm) diameter sealing washing oe approved equal: Corrosion Resistance: PenFloridd Building Code,2017, Section 1S07.4.4. Su4strate Description: Minimum 14 Ga: (Grade 50) Steel tube framing or Minimum 18 Ga. (Grade 50) Steel hat channel puflins/gists. See Table A for steel gauge. Framing must be designed in -accordance W/ Florida Building Code 2017: Allowable Design Pressures: Ta61e "X' Maximum Desfga Pressures -599psf -625 psi -83.3 psf +46.9 psf +57,3 pif Panel Fastener Pattern:' 2-124 24-2-1 . 2-1-2-1 2-14-1 2-1-2-1 Panel Span: 51-V O.C. 4'-0" O.C: 4'-0" O.C. 51701 O.C. 4-07'O.C. Substrate: Min.14 Ga. Steel Framing Min:18 Ga. Steel, Frarnlog Min;14 Ga. Steel Framing. MIn.18 4 .. Steel Framing Min.19 Ga. Steel framing •ueslgn Pressure Includes a Safety Factor= 2.0. FL# 6596.1 R5 +fit►1llfit ,' ¢ o , . /�. /•� STATE OF a+ August 14, 2017 P Force Engineering & Testing Iric. 19530 Rvnblc .d Drivc Humble;TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017, Section 1504.3:2,1504:7. • Evaluation Report Scopes The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance With: ■ ASTM E 1501-05 (20121 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure . difference FIVI.4.471792- Foot Traffic Resistance Test Reference Data: ASTM E 159E-05 Test Force Engineering & Testing; Inc. (FBG Organization•# TST 5328) Report No.183=0063T-16A-E 2: FM 4471-30,.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 Terrence E. Wolfe, P.E: (No.44923).@ Force Engineering &Testing, Inc. (FBC Organization # ANE ID:1920) Test Standard,Equivalency: The ASTM E 159E-05 test standard is equivalent to the ASTM.E 1592-05 (2012) teststandard: The FM:4411-50, 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 Ranger Minimum Slope shall'comply with Florida Building Code 2017, 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. O •V1 CEIYV. SF.! 0, ,'.a • STATE OF : a Z :��`• Ai 0R11) ��`'�� s .�F•, A �. OD�A. Ir ss ♦% sum FL# 6596.1 R5 August 14.2017 d Force Engineering & Testing Inc. . • 19530 Itamblewuod Drive . Hambla;M 773381 . Insulation: Manufacturets approved "product (Optional) 'Roof Panel Fire Classification: Fire classification is notpart of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report.. . Design Procedure: eased on the dimensions of the structure, appropriate wind loads are determined using,Chapter 16 of the Florida Building Code 2017 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 2017 Chapter 22 for steel, and Chapter 16 for structural loading. ,,��tuun4/1 ;,A• S MEOF r �'�rt�tttt? %, FL# 6596.1 R5 August 14, 2017 GTOZ `VT IsnVnV vr��o , s N a o ,D-A eptlnr DOM Z•sd4Qltti�°� (9NIOVdS b0J V MOV1 33S) 0mm 614ab5 N3dwo (WW90 .e/9 /M. Obs HNA .9/S x 4l-up •ONIWVN MIL'1331S'(OS SOM),'V'J 41 'NIW 80 'JNi)ygi GNNVHO-1VN'13315' (09 30 O) TO 8l tN1W