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___%r���___ <br /> _ ; _, -- <br /> ., ,- >> _ <br /> - - -- 1 � -- <br /> ;� ,- - � ,j� � <br /> -� � <br /> � j 1 <br /> � <br /> i '�� i <br /> � :' Force Engineering&Testing Inc. �` I <br /> � , <br /> ])530 Ramblewuod Drive <br /> Hurzible�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 fastene� <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 far structural loading. <br /> ,`+��i 111 f 11 I l��I <br /> ,�� �N.0 E, �, h, �� <br /> i� <br /> :,4,Q'��' � � E N S F' �'�`�% <br /> . �.' ._, •E►i,�r, _ <br /> � <br /> ;�j � , r. / ,,,�� <br /> ., . N4.4�9,rt3� l• 't�l E <br /> � . ;Lr <br /> � '�� yj� R *�`- - '_�*� - <br /> �.-�,��:��� �t_-'� � . <br /> .. ♦ <br /> �'6' STATE dF :a�' <br /> ',a F FL o R 1 '��' •��'�� <br /> �� '�,�s�- . . •,�cs�.` <br /> �i �NAL. � ��� <br /> ����ri <<�♦ <br /> FL# 11651.z�Ri February �L�, 2012 <br />