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J <br /> A r � � <br /> I�II <br /> \ I <br /> Force Engineering&Testing Inc. <br /> 19530 Ramblewood Drive '� <br /> Humble,TX 77338 <br /> Roof Panel Fire Ciassification: Fire classification is not part of this acceptance. <br /> Shear Diaphragm: Shear diaphragm values are outside the scope of this report. <br /> Design Protedure: 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 ctadding 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 /> ,``�<<is����rie�i <br /> ,�� �N.0 E, �. �,o i�i <br /> :�1�v�'�b , C E N$F `�,,i <br /> � �. No.444 ,� ��-%/ <br /> � �-'� % <br /> (G%'��--' � ;�� <br /> �a� sra�aF ;�� <br /> . �'. t� . <br /> '��'�`• FL O RI D 4'' •�t",`• <br /> s,m.�rreee. �i �,S• '�' ♦ <br /> �u�ns ���js�O�IAL• ��G��, <br /> FL#11651.27 Rl February+�1��2012 <br />