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. ,t '��� <br /> ` ��--� <br /> � <br /> Force Engin ering&Testing Inc. <br /> 19530 blewood Drive <br /> H b]e,TX 77338 <br /> Roof Panel Fire Classification: Fire classificatibn is not part of this acceptance. <br /> Shear Diaphragm: Shear diaphra m values are outside the scope of this report. <br /> Desi n Procedure: Based on the�imensions of the structure,appropriate wind loads are <br /> g <br /> determined u�ing Chapter 16 of the Plorida Building Code 2010 for roof cladding <br /> wind loads.These component wind loads for roof ciadding are compared to the <br /> allowable pres�sure listed above.The design professional shall select the <br /> appropriate e�ection details to reference in his drewings for proper fastener <br /> attachment to his structure and anafyze the panel fasteners for pullout and <br /> pullover.SuppIort 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 /> I <br /> `'��{f�lift���, <br /> ���,,�N c E������� <br />� w@�V� �E �sF `�� <br /> . �. <br /> . <br /> . �.�'. <br /> - <br /> � ' <br /> r ///�� �;,�� �y � � � <br /> �,/���Y"�-� ' � <br /> ��• STA�E dF •o�'� <br /> �fi'. �<v • <br /> '���.�. FL O RI��`.•�+�`'��� <br /> �.�. ��E's• . . �ti'�•. <br /> a°eim ��is��k AL. ����, <br /> ������t��stist� <br /> FI.#11651.2i x� February 22, 2012 <br />