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__r� <br /> -- ;—_�,,,___ <br /> ��_; -_� ,�_' � � �1 ►_—`�_ _,` ,a <br /> � � � <br /> r. '� I <br /> i , Force Engineering&Testing Inc. ! <br /> - 19530 Ramblewuud Drive �J <br /> Humbte,TX 77338 <br /> Roof Panel Fire Classifitation: 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 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 /> ,`'��1�1�fllt�,, <br /> ��� f��•�E• �.ZY �j <br /> i <br /> :��4:4"y � C E ty s F l.c�'; <br /> ���' •��� _ <br /> � — y �; <br /> � ' � <br /> , <br /> ,� . No.4� � , *�, <br /> � ~ f� 7fr� `• ��` `� ' <br /> �y _ . <br /> � :�,'l���i�.t_ i�� —'" . <br /> . �__ _ <br /> � 'O' STATE dR :a�+, <br /> . 7�'. <br /> . <br /> s..arrsm� '�E` A� �R I 1�4' �l`'� <br /> � •V1.�� <br /> P� ��i S/�' • ' �1 ♦ <br /> �i�j�iA L `'���� <br /> FL# 11651.2�Ri February �L�, 2012 <br />