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{'tole E{3'tri;I I a i <br /> 1, 111 Wn,0,1 <br /> QUE311tv Assurance Entity: The manufacturer has establi!Jiml compliance of roof panel products In <br /> accordance with the Florida Building Code anti Rnle GIG20-3-005(3)for <br /> manulkocturing under-.I quality assurance program audited by all approved <br /> quality assurance entity. <br /> Mirth-vill"I Slope RvInge: 2:12,Minimum Slope shall comply with Florida Building Cotle 201/,Including, <br /> Sertion 1.515.2.7 anti In accordance with Miiiitificttirersrpconiniondatiolts. For <br /> slopes less than 3:12,lap sealant must lie used In the panel side laps. <br /> Installation: -Install per manufacturer's recommended details and lthr,133. <br /> Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017 Section <br /> 1518.2,1518.3,1518.4. <br /> Fire Ourder: Any approved fire barrier having;a current NOA. Refer to current fire directory <br /> listing for fire ratings of this roofing system assembly as Well as the location of <br /> the fire barrier within the assembly. Fire classification Is not part of tills <br /> acceptance. <br /> Shear MaPhIm 3M.. Shear diaphragin Values are nutArle the!;copa of this report. <br /> Design Procedure: Based on the dimensions of the structure,appropriate wind loads are <br /> determined using Chapter 16 of the Florida Building Code 203:1 for roof cladding <br /> wind loads,These cornpunwit wind loads for roof cladding are compared to the <br /> allowable pressure listed above.The design professional sliall select the <br /> appropriate erection details to reference III his drawing's for proper fastener <br /> a Unchnient to his structure and analyze the panel fasteneis for pullout and <br /> pullover.Support framing must be in compliance with Florida Building Code 2017 <br /> Chapter 22 for steelChaPter 73 for wood and Chapter 16 for structural loading. <br /> ONAV. <br />