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, � . � <br /> ' <br /> llf�inimum Roof Slope: 2:12. Minimum Slop shall cornply with FB <br /> 2010, sectian 1507.4.2 and Manufacturers <br /> recommendations. <br /> i <br /> Substrate Descriptian: Min. 15/32" Plywaod Deck designed by others � <br /> Vapor Barrier: 30�#Asphai#Saturated arganic#elt paper in � <br /> compliance with ASTM D226, Type I or type II. <br /> � <br /> Roof Panel Fire Rating: Panel has a Class B fire expasure rating in ; <br /> accordance with FBC Section '1505.3 withau# � <br /> added an additional fire barrier. j <br /> Design Procedure: � <br /> Based on the dimensians af the structure, apprapriate and wind loads are defermined <br /> using Chapter 16 of the FBC 2010 for roof cladding wind loads. These component � <br /> wind toads€or roaf cladding are compared ta the a(lowable pressure lis#ed above. The <br /> design professional shall select the appropriate erection details to reference in his <br /> drawings for proper fastener attacfiment to his sfnactuce and analyae the panel fasteners � <br /> for pullout and pullover. Support decking &framing must be in compfiance with �BC <br /> 2010 Chapter 22 tor Steet, Chapter 23#ar Woad and Chapter 1 S for s#rctctural toading. <br /> lnstallation Requeremen#s: <br /> Install the panel system according to the manufacturer's installation instruction. <br /> Quality Assurance�ntity: <br /> Keystone Certificatians, 1nc: FBG#QUA9824 <br /> Cert'�f'icate of Independence. <br /> See uploaded attachment <br /> Authorized Representative: <br /> Samuel A. Greenb�rg, P.E.#34245 <br /> . p 813 645 0166 � f $9 3.645.9698 J www.dansaoengineering.com <br /> f <br />