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. . <br /> rForc:cE�n�ggtfiieering ��19530 U <br /> ve <br /> eurnaejz77338 <br /> D*dedayment: Per Florida Building Code 2017,Section 1507.1.1 and manufacturer's installation <br /> guidelines. <br /> ' <br /> Roof Panel Fire Classification' Fire classification b not part of this acceptance, <br /> Shear Diaphragm: Shear diaphragm values are outside the scope of this report. <br /> Design Procedure: Based on the dimensions of the structure,appropriate Mind loads are <br /> determined using Chapter 16ufthe Florida Building Code JO17 for roof cladding <br /> wind loads.These component wind loads for roof cladding are compared tothe <br /> allowable pressure listed above.The design professional shall select the <br /> appropriate erection details to reference in his drawings for proper fastener <br /> attachment to his structure and analyze the panel fasteners for pullout and <br /> pullover.Support fran8ng must bein compliance with Florida Building Code 2O17 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. <br /> v^»o'x» . . <br /> / <br /> � <br /> / t4o.409STATE OF <br /> n=ODA. ` VX <br /> xaM ON <br /> FL# 15037.2Q2 August 7, 2017 , <br /> U <br />