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� � . <br /> '—\ <br /> � <br /> Force Enginee�' g&Testing Inc. <br /> 19530 Ram lewood Drive <br /> Htunble TX 77338 <br />, Roof Panel Fire Classification: Fire classification i not part of this acceptance. <br /> Shear Dia hra m: Shear dia hra m lues are outside the sco e of this re ort. <br />, p b P b p P <br /> Design Procedure: Based on the dime sions of the structure,appropriate wind loads are <br /> determined using hapter 16 of the Florida Building Code 2010 for roof cladding <br /> wind loads.These omponent wind loads for roof cladding are compared to the <br /> allowable pressur listed above.The design professional shall select the <br /> appropriate erecti n details to reference in his drawings for proper fastener <br /> attachment to his tructure and analyze the panel fasteners for pullout and <br /> pullover.Support f aming must be in compliance with Florida Building Code 2010 <br />' Chapter 22 for ste I,Chapter 23 for wood and Chapter 16 for structural loading. <br /> • l <br /> i <br /> ,,,�\{1{1�1f1I��I <br /> ♦`� E N•�E'�•�'p ��i <br /> :�,p�1• , � � N S F <�`�,� <br /> . ,t. '�"t <br /> ( � . No.449� ���� <br /> � • �,� <br /> �. �`/=/�,���`-� * :*= <br /> !�' STA7E aF :a� <br /> .�+'. t� � <br /> '�,a.e�. �'L p R� �4` 4.�.` <br /> a,�orr� ���E's;• . •�'5.��� <br /> CAA <br /> ras�,s ��i���0 N A L� ������ <br /> FL#11651.27 Rl February+���20�2 <br />