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, , , <br /> � <br /> Force End neering&Testing Inc. <br /> 19530 Ramblewood Drive <br /> Humble,TX 77338 <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 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 /> ,`',�{L{IIIfII��I <br /> ,,�� �=�i�C E� E�W ���i <br /> O <br /> .` Q-�' 1 C E N S �,p�. <br /> ♦ �,.• 1. F i <br /> �,<. •�n l• <br /> � : NO.444� ��= ��� <br /> � ������ * .��� <br /> �a' STATE OR :a►`/ <br /> r�'. tv • <br /> :m.�.,�, �'��,SFL 4 RI �4'.;y�+,: <br /> �a s � SI�"" '� �t <br /> �i� 0 t�A l. ��� <br /> FL#11651.27 Rl February+�L��2012 <br />