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Minimum Roof Siope: 2:12. Minimum Slop shall comply with FB <br /> 2010, section 1507.4.2 and Manufacturers <br /> recommendations. <br /> Substrate Description: Min. 15/32° Plywood Dedc designed by others <br /> Vapor Barrier: 30#Asphaft Satu�ated organic felt paper in <br /> compliance with ASTM D226, Type I or type II. <br /> Roof Panel Fire Rating: Panef has a Class B fire exposure rating in <br /> accordance with FBC Section 1505.3 without <br /> added an additional fire barrier. <br /> Design Procedure: <br /> Based on the dimensions of the structure, appropriate and wind loads are determined <br /> using Chapter 16 of the FBC 2010 for roof cladding wind loads. These component <br /> wind loads for roof cladding are compared to the allowable pressure listed above. The <br /> design professional shall select the appropriate erection details to reference in his <br /> drawings for proper fastener attachment to his structure and analyze the panel fasteners <br /> for pullout and pullover. Support decking &framing must be in compliance with FBC <br /> 2010 Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for structural loading. <br /> Installation Requirements: <br /> Install the panel system according to the manufacturer's installation instruction. <br /> Quality Assurance Entity: <br /> Keystone Cert�cations, Inc: FBC#QUA1824 <br /> Certificate of Independence: <br /> See uploaded attachment <br /> Authorized Representative: <br /> Samuel A. Greenberg, P.E. #34245 <br /> p 813 645 4166 E f 81 3 645 9698 � www danscoengineering.com <br />