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� <br /> Force Engineering&Testing Inc. <br /> 19530 Ramblewood Drive <br /> Humble,TX 77i38 <br /> Roof Panel Fire Classification: Fire classification is not part of this acceptance. <br /> Shear Diaphragm: Shear diaph�agm 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 2010 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 2010 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. <br /> '������ti��r�����i <br /> ���` ��i C E,�� i,�,O�i� <br /> i <br /> �� �Q`' � C E Iy 5 �,c►�i <br /> • t�,�• 4 F � <br /> :�. .�`� <br /> � : . No.444� � � <br /> � ' �..( � <br /> r ,r} ,':��•�,��q��, *L--� r"yE� <br /> �!;'� . � <br /> f'�+' STATE QF :��: <br /> i�►�' t� "` <br /> '�p'"• A�a RI �p' �,": <br /> scu�arr� ���t�S• . •G'S.`�� <br /> OAA <br /> ras�na ,��,;°����r���°``` <br /> FL#11651.20 Rl February 22, 20�2 <br />