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, <br /> , <br /> Force U—ugbae-erin- Tesmig, Inc. <br /> ouiib1r,:,TX 77,338 <br /> Quality Assurance Entity: The manufacturer has established compliance nf roof panel products In <br /> accordance with the Florida Building Code and Rule GISZ0-3l05(3)for <br /> manufacturing under n quality assurance program audited 6yanapproved <br /> quality assurance entity. <br /> Minimum Slope Range: 2:12.Minimum Slope shall comply with Florida Building Code 2017,including <br /> Section 1S15-2.Z and in accordance with Manufacturers recommendations. For <br /> slopes less than a:12'lap sealant must be used in the panel side laps. <br /> Installation: Install per manufacturer's recommended details an6RAS133. <br /> undedayment: Per Manufacturer's installation guidelines per Florida Building Code 2VI7Section <br /> 1518.2,1618.3,1518.4. <br /> Fire Barrier- Any approved fire barrier having a current MOA. Refer toa current fire directory <br /> listing for fire ratings cf this roofing system assembly as well as the location cf <br /> the fire barrier within the assembly. Fire classification is not part ofthis <br /> acceptance. <br /> Shear Diaphragm: Shear diaphragm values are outside the scope ofthis report. <br /> Design Procedure: Based un the dimensions uf the structure,appropriate wind loads are <br /> determined using Chapter l6mf the Florida Building Code 2817 for roof cladding <br /> wind loads.These component wind loads for roof cladding are compared tothe <br /> allowable pressure listed aboue.The design professional shall select the <br /> appropriate erection details tn reference in his drawings for proper fastener <br /> attachment to his structure and analyze the panel fasteners for pullout and <br /> pullover,Support framing must he|n compliance with Florida Building Code Z017 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. <br /> �w»1sn»i»«» <br /> If <br /> STATE OF <br /> Qr <br /> DHAV V. <br /> FK#1763.1 R3 <br /> 3opttmbcI'5, 2017 <br />