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rForcegineering&Testing Inc. <br /> 19530 Ramblewood Drive <br /> Humble,TX 77338 <br /> Allowable Design Uplift Pressures: <br /> Table"A" <br /> Maximum Total Uplift Design Pressure: 75.0 psf 112.5 psf <br /> Panel Seam Sealant: NA 3/8"Bead <br /> Panel Fastener Spacing: 4 X"O.C. 4'/:"O.C. <br /> *Design Pressure includes a Safety Factor=2.0. <br /> Code Compliance: The product described herein has demonstrated compliance with <br /> The Florida Building Code 2017,Section 1504.3.2. <br /> Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load <br /> requirements of the Florida Building Code 2017,as relates to Rule 61G20-3. <br /> Performance Standards: The product described herein has demonstrated compliance with: <br /> ■ UL 580-06-Test for Uplift Resistance of Roof Assemblies <br /> ■ UL 1897-2012-Uplift Test for Roof Covering Systems <br /> Reference Data: 1. UL 580-06/1897-2012 Uplift Test <br /> PRI Construction Materials <br /> Report No.TCM-001-02-01 Dated 01/19/2017 <br /> 2. Certificate of Independence <br /> By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc. <br /> (FBC Organization#ANE ID:1920) <br /> Quality Assurance Entity: The manufacturer has established compliance of roof panel products in <br /> accordance with the Florida Product Code and Rule 61G20-3.005(3)for <br /> manufacturing under a quality assurance program audited by an approved <br /> quality assurance entity. <br /> Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017,including Sections <br /> 1507.4.2 and in accordance with Manufacturers recommendations. <br /> Installation: Install per manufacturer's recommended details. <br /> Underlayment: Per Florida Building Code 2017,Section 1507.1.1 and manufacturer's installation <br /> guidelines. <br /> N.0 E,E: pk, <br /> CENSF ����: <br /> No.444� <br /> STATE OF <br /> AZ O R 19 <br /> FL#4595.5 R4 AuQust 14, 2017 <br />