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� <br /> � � � <br /> Force Engineering&Testing Inc. <br /> 19530 Ramblewood Drive <br /> Humble,TX 77338 <br /> Roof Pa�el 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 erectio�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 fr�ming must be in compliance with Florida Building Code 2030 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. <br /> ,,,,�{fs111fIf��I <br /> ��� E�C E'�•� ��I <br /> :�,�v!'�b , �� N s F `�,�� <br /> . �. '"� <br /> � No.41�� <br /> � <br /> � � ,�/t_ <br /> � • � <br /> �'�•� STA7E OF :q► <br /> i�p' �P �� <br /> ��.�. lORI�i` '��`',� <br /> �a•• <br /> �� ',,',����i���►��,,, <br /> FL#4595.2 R2 February 20, 20�2 <br />