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Force Engineering&Testing Inc. <br /> 19530 Ranibtewood Drive <br /> Hurnble,TY 77338 <br /> Underlayment: Per Florida Building Code 2017,Section 1507.1.1 and manufacturer's installation <br /> guidelines. <br /> Roof Panel Fire Classification: Fire classification is 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 wind loads are <br /> determined using Chapter 16 of the Florida Building Code 2017 for roof cladding <br /> wind loads.These component wind loads for roof cladding are compared to the <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 framing must be in compliance with Florida Building Code 2017 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. <br /> A. No. <br /> STATE OF ;a <br /> gyp• F `" <br /> sane orr�r -0 E` L O R I V�.•q�41 <br /> CAA �I�SS• .t%\ % <br /> aWMM I�� N!!1{{{t,t <br /> FL#4595.21 R4 <br /> Aujzust 14, 2017 <br />