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. � _. —r----_, <br /> _ ,- -_ <br /> -- = -� ��- <br /> __— _,- __ -,__ <br /> - _ <br /> __- _-_ � _ --- <br /> �� "; - " � � 1 "'�--_�-�_',T,� <br /> � ;� � <br /> i <br /> � Force Engineering &Testing Inc. ��, � <br /> `- 19530 Ramble�t uod Drivc �� <br /> Humblc,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 ofthis report. <br /> Design Procedure: Based on the dimensions ofthe 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 Fiorida Building Code 2010 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. <br /> ,�����ti�tt���f� <br /> ♦`�r�!�•�E' �•h' ���i <br /> :��Q'L � C E IV t 4� �: <br /> F �� <br /> - � �• Na.44D�'� ,r ' SI <br /> � � � %� E <br /> � .� f _. .. ,* _ _ <br /> !`'.;*x',�..��,�'�"U��A�?-' *� ; � <br /> V '" 'O' STAI'E dF :a�'. <br /> : P', � <br /> ����;F� 4RIpA;��;: <br /> �� ���S�' • . . . .-'�V �� <br /> FL# 11651.27 Rl Februaryj��,�20�2 <br />