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1 ' . �I <br /> i <br /> �` <br /> Force Engineering&Testing Inc. <br /> 19530 Ramblewood Drive <br /> Humble,T'X 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 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 /> I 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�s��� <br /> ���` ��'C E� �'� ,��i <br /> O <br /> ���4 � � ENSF �'�`�� <br /> . �. �7 •M <br /> � ; No.444� f ', �= <br /> r �jJ��� * { �( /` �-�J <br /> — 4� <br /> .. . <br /> ��� sra�aF ;�� <br /> .�+'. t� . <br /> �%a,e`• AL 0 RI �� ��',�� <br /> surorrbae. �i �'• 'S� t <br /> ��m ��t S/'•.. . .. (�`♦ <br /> '���0���te►•�,`♦ <br /> FL#11651.20 Rl February 22, 2��2 <br />