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-_�-_�'�_�_=�—�_ <br /> - __ _-- " - 1,. - - ��� <br /> r ' - ' T� -'_-, ,�, <br /> ;� _ `i i <br /> � �� � �'�, ; <br /> � � � <br /> L� Force Engineering&Testing Inc. � � <br /> ' 19530 Ramblewuod Ddve L' <br /> Humble,'I'X 77338 <br /> Roof Panei Fire Ciassification: Fire classification is not part of this acceptance. <br /> Shear Diaphragm: Shear diaphragm values are outside the scope of this report. <br /> Design Protedure: Based on the dimensions of the strudure,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 Buitding Code 2010 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. <br /> �`,��11{II�ft1��� <br /> ��� @,,N•C E' �•�'j'p ��I <br /> f���� , C� �S� `�,� <br /> ` -� �''� r„ <br /> ! � ' Wo.4�4�� ,' ' 'r�, �-�,'� <br /> � , ,.*; *{` , t;r*�-- f._ <br /> _ y�� � �%`��f- : + < <br /> �^�' sTA�TE OF ;a�' <br /> .A'. t� •. <br /> ;a.e�. �L p R 1 �4'. ��`': <br /> s..anrea. ��E''� • S. �� <br /> ��i» ������ONAL• �����, <br /> FL# 1]651.2�xi February�'1�,`2012 <br />