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_---� <br /> _ _ __ <br /> .__ _ ,,_- � �__ <br /> 1 _ __ <br /> � i + � ` i� l <br /> � I <br /> ' ' Force En�ineering &Testing Inc. ��� i <br /> � '� �J <br /> ' 19530 Ramblewood Drive <br /> Humhle,TX 77338 <br /> Roof Panel Fire Classifitation: 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 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 /> `,���tt�l!/Itt��I <br /> ��� �N.0 E.�. � �i <br /> Q; �i <br /> ���Q-. � ` CEI�ISF�,��� <br /> `�,`�• ` .<n ir _,. <br /> � ► <br /> � : IVo.419�3� t. �r� -'f_ <br /> j %, ��t�, � �k--.,. :-yk�. <br /> _, �' „ • -- . <br /> ' ^'' STA7�dF :a+,; <br /> sand,rr� �aE`•��d RI 1�4'.;y���: <br /> r� ���i j�NAI� �� ���, <br /> FL#11651.2�R� February+�1��2012 <br />