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- • _--� -�___, <br /> - -- "- - " 1 ' � � - --- <br /> i"I_- � " �' � ___" i <br /> I � <br /> L� ' Force En�-ineering&Testin�Inc. �, i <br /> -� 19530 Ramblewuod Drive `J <br /> Humhle,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 /> ```��11{�1�f�r��� <br /> ,�� �N,C E, �. �,`, I� <br /> i <br /> �,t���1. � C E N S F �'c���i <br /> = �, _� 't�r� ,-', . <br /> �',, ;y�f•,.{„ .N No.4�4,�, 1:*�` , �f <br /> _ �` ,Je. U' . _%-- � <br /> � � — ti <br /> • +O� �iA�� <br /> � �+� <br /> 'a�:F� OItI �A,•���. <br /> s..orn� � �, <br /> .°�in ���s'/' • .. . .••�t� ��� <br /> �i��dNAI `�y��� <br /> ♦ <br /> FL#i�6si.2�R� February �L�, 2012 <br />