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Home My WebLink AboutProduct Approval; Roof DeckgA aCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats & Facts ( Publications Contact. Us eCls site tdap links ( Search PrSoduct Approval UER: Public User �rod� n gval Menu > Product or Appl tfo� earch > ApnllcaUon Ltst > Application Detail FL # FL6596-R6 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Carolina Carports,Inc. Address/Phone/Email 187 Cardinal Ridge Trail Dobson, NC 27017 (336)36-7-6400 FLva lid atio n@yahoo.com Authorized Signature Tim Gammons tim.ga@carolinacarports.com Technical Representative Jason .Cope Address/Phone/Email 187 Cardinal Ridge Trail Dobson, NC 27017 (800)670-4262 Ext2037 jason.c@ccihq.biz Quality Assurance Representative Address/Phone/Email Category Structural Components 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 the Johnathan E. Green, RE. 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. E-1 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 COI Letter of Certification- Carolina Carports 2020 sealed.pdf Standard Year ASTM E 1592 2005 FM 4471 1992 Product Approval Method Method 1 Option D Date Submitted 09/14/2020 Date Validated 10/06/2020 Date Pending FBC Approval 10/1912020 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 _RCS II FL6596.1 26 Ga. AG Roof Panel sealed.pdf Verified By: ]ohnathan E Green, P.E. 88223 Approved for use outside HVHZ: Yes 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. FL6596 R6 AE FL6596.1 26 Ga. AG Roof Panel sealed pdf Created by Independent Third Party: Yes Install per manufacturer's details. Not for use in HVHZ Zones. 6596.2 ��Gl 29 Ga. AG Roof Panel over open framing Limits of Use Installation Instructions Approved: for use in HVHZ: No F1.6596 R6 II F1.6596.2 29 Ga. AG Structural Roof Panel NON HVHZ seated. d� Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: ]ohnathan E Green, P.E. 88223 Design Pressure: +43.6 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 Ga. AG Structural Roof Panel NON HVHZ sealed pdf Created by Independent Third Party: Yes Bach faext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CoiijLght 2007-2013 State of Florida Privacy Statement :: Accessibility Statement :,. Refund Statement Under Florida lacy, 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 mail to this entity. Instead, contact the office by phone or by traditional mail, if'you -have any questions; please contact 850.487.1395. *Pursuant to Section'455.275(l ), 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 emalit 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 Chapter455, F.S., please click b2re . Product Approval Accepts - OF M O cCktci Credit Safe 1. Force E, ngineering & Testing 19530 R.-imblewood Drive I lumble,1'ens 77.138 Plane: (281) 549-6601 FAX: (281),540-9966 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(l)(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 Valldator: Brian Jaks P.E. #70159 Contents: Evaluation Report Pages 1- 4 WD em p ;cam N SEP 112020 AL 111111 111%�i\ 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 Y�r r o rce En inet�r ing �c Testing 19530 Ramblmoal Drire 1III nlble,'i erns 77338 Phone: (281) 34ih6603 hAX: (28l) S40.99636 tVebsitc: �P51tii,farcccliginccrlligtesting.cam 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: Panel 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: #12-14 x %" HWH SD#3 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 -52.5 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: 5,4, O.C. 4'-0" O.C. 4'-0" O.C. 514" 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. a � H 6 B `'m ea IvAL SEP 112020 6/1lljlil�� 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 Force Engineering & Testing 19530 Runiblewoocl Prive l lutnble, Textis 77338 P urne: (281) 540.6601 .laAX: (281) 540-9960 Weusile: tsww.forcec»gi�recHnglestinl.zam Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Sections 1504.3.2, 1504.7. 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. Performance Standards: The product described herein has demonstrated compliance with: o ASTM E 1592-05 (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. (FBC Organization # TST-5328) Report No.183-0109T42, & 183-0142T-15 3. Certificate of Independence By Johnathan 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 1S07.4.2 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 ZZ �l1t�91��gp� ,qp h 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 6596.11116 Force Engineering & I esting � 19530 Rumbleuvoad Drive 11umble,'1'exas 773&14 Ptinne. (231) 5#0.6603 FAX. (231) 540.9960 ii'elrsit C: 1p'14'iti.rureC Cfl�tSiCCYIIIgtlesll n�.CUm 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. 4 i l sue, l�qp ;pra �Z., 6� �p SEP 112020 /��p�j/WAL 111 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. FL# 6596.1 R6 Farce Engineering & Testing 19330 IlomblLwood Drive IHunibte, "! exos 77338 Phone: (281) 540•tr6 1 rAX: (231) 540.9966 Websitc: ivw%v.i'orceertt inceringtesting.com MI. 1B CA. (CRAPE 50) STEEL HAT CHANNEL FNWIG OR W. 14 Ok (GRADE 50) STEEL TUBE'00AWHG (SEE TABLE A FOR SPAM) x 3/4' NOH SDg3 W/ 5/6' (16mm) O'A4ETER SWIG WASHER Qe .ob"oa4 lb :-o N SEP 112020 ��®AL 11,1111110�'�� 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. FL# 6596.1 RG