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Home My WebLink AboutTri County Metals5V Product Approval(copy) Force Engineering & Testing 19530 Ramblewood Drive Humble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceengineeringtesting.com Product Evaluation Report TRI COUNTY METALS Min. 26 Ga. 5V Crimp Roof Panel over 15132"Plywood Florida Product Approval # 26000.1 R1 Florida Building Code 2020 Per Rule 61G20-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method:61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Tri County Metals 301 SE 16th Street Trenton,Florida 32693 Engineer Evaluator: Johnathan Green,P.E.#88223 Florida Evaluation ANE ID:12901 Validator: Brian Jaks P.E.#70159 Contents: Evaluation Report Pages 1—4 ®N%W1i1111/i/ THIS ITEM HAS BEEN ®% f DIGITALLY®�/®/9 GNED AND S ALED BYJIOHNA HAN GREEN ON THE DATE of ADJACENT TO THE SEAL. PRINTED COPIES OF THIS o o DOCUMENT ARE NOT =7E CW CONSIDERED SIGNED AND SEALED AND THE SIGNATURE BE VERIFIEDON ANY OCT 01 2020 ®6ef ®�a ELECTRONIC COPIES. FL#26000.1 R1 Force Engineering & Testing 19530 Ramblewood Drive Humble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceengineeringtesting.com 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: 5V Crimp Roof Panel,Min.26 Ga.Steel,24"coverage,through fastened roof panel over Min. 15/32"APA Plywood decking. Non-structural Application. Panel Material/Standards: Min.26 Ga.Steel ASTM A792 AZ55,conforming to Florida Building Code 2020 Section 1507.4.3. Paint finish optional. 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: 0.019"min. Width: 24" maximum coverage Rib Height: 1/2"tall ribs Panel Fastener: #9-15 x 1-1/2"Woodgrip HWH with sealing washing or approved equal %"minimum penetration through plywood;@ 12"o.c.across panel through panel ribs at interior locations;@ 6"o.c.across panel width through panel flat and rib at panel ends. Corrosion Resistance:Per Florida Building Code 2020,Section 1507.4.4. Substrate Description: Min. 15/32"thick,CAT Exposure 1 CDX APA Rated plywood over supports at maximum 24"O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/Florida Building Code 2020. Allowable Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 60.0 psf Fastener Pattern: 12"-12" Fastener Spacing: 16"O.C. *Design Pressure includes a Safety Factor=2.0. �o® Wll+'os//,, THIS ITEM HAS BEEN r?alb S® DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. 8=3 e s e PRINTED COPIES OF THIS ® is ; DOCUMENT ARE NOT STJ4TEOi o CONSIDERED SIGNED AND 0 �••• i � SIGNATURE MUST BE SEALED AND THE / � NN\ VERIFIED ON ANY OCT 01 2020 //��//��'l I;,t�`\\X`® ELECTRONIC COPIES. FL#26000.1 R1 Force Engineering & Testing 19530 Ramblewood Drive Humble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceengineeringtesting.com Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020,Section 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: ■ UL 580-06-Test for Uplift Resistance of Roof Assemblies ■ UL 1897-2012-Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-06/1897-04&-12 Uplift Test PRI Construction Materials Technologies, LLC(FBC Organization#TST5878) Project No.TCM-003-02-02 Dated 01/02/2018 3. Certificate of Independence By lohnathan Green, P.E.(No.88223)@ Force Engineering&Testing (FBC Organization#ANE ID: 12901) Test Standard Equivalency: The UL 1897-04 test standard is equivalent to the UL 1897-2012 test standard. 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. THIS ITEM HAS BEEN SEALED DIGITALLY BYJI GNED AND SOHNA HAN `�G�MB►�••• ®j GREEN ON THE DATE •; ADJACENT TO THE SEAL. U158=3 e PRINTED COPIES OF THIS DOCUMENT ARE NOT + • STMoor CONSIDERED SIGNED AND i �`•• ,[� (�j SEALED AND THE `OR10 SIGNATURE�`��\ BE VERIFIED ON ANY OCT 01 2020 1111'A;,t ��`� ELECTRONIC COPIES. FL#26000.1 R1 Force Engineering & Testing 19530 Ramblewood Drive Humble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceengineeringtesting.com Underlayment: Per Florida Building Code 2020,Section 1507.1.1 and manufacturer's installation guidelines. 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,Chapter 23 for wood and Chapter 16 for structural loading. ,*Nk%jil � THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY AN GREEN ON THE DATE e ADJACENT TO THE SEAL. ® a ° PRINTED COPIES OF THIS 0 ° DOCUMENT ARE NOT ® MTE(� ® CONSIDERED SIGNED AND SEALED AND THE o,�/ oR to� ��0®\� VERSIGNATURE FIED ON ANY BE OCT 01 2020 1 1111 A 11% ELECTRONIC COPIES. FL#26000.1 R1 Force Engineering & Testing 19530 Ramblewood Drive Humble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceengineeringtesting.com 1•-P k ].Y i a nu - _ xeil' 'A1y.a:.Of u s an si-rrz n-n Sfd13W AIIJf10 lill -3 d'0 Hd'M/9Nf1VN05 Vlie n L' }W t G O _os J cn Q cn Z J W W o r THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE Mae= °° ADJACENT TO THE SEAL. ® 6 PRINTED COPIES OF THIS e c _ DOCUMENT ARE NOT 81ATEOf o Q CONSIDERED SIGNED AND SEALED AND THE �f®' '• QRy�P .G\��o� SIGNATURE MUST BE VERIFIED ON ANY OCT 01 2020 'rA;,`,,\\\x ELECTRONIC COPIES. FL#26000.1 R1