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_--- �;—�'�\� <br /> i4-_ ��' � _.�T ' \`_= `�`� <br /> I � � i <br /> � ' , Ij <br /> ��� Forcc Engincenng&Testing Inc. ! I <br /> 19530 Ramblewuod Drive �`� <br /> Hun�ble,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 setect 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 /> ,'��{If11lf(lf <br /> ♦��, ft,�•�E• �•,�1,r'��i <br /> �� <br /> ♦ <br /> � Q�Q"� � C E N/S •l �i <br /> � � fi � <br /> t �~�• I+la.419�`� '�`!�1 � •'�, <br /> r � �� • �+ '�F <br /> � !i � *f` . .. {�*�.r _ <br /> . ,��k-,��_c 7- _. - �' _... <br /> y--. " " r <br /> v �� �A�� .Q`•=,,, <br /> • ��. <br /> ♦ <br /> ;,�'`•�:?AL 4 R 1 �A.•�4'``'� <br /> �� ���;S`. - � �G;,+� <br /> �i� �kAl � ��� <br /> FL#11b51.27 Rl February+LL,�2012 <br />