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3;2 49II-7851 10•59:49a.m. 05-11-2012 5/5 <br /> _ �, Tr <br /> Force Ertgineei-ii��&Testinh Inc. <br /> 1yi30 It:unbic�cnud Dricr <br /> Humblu,Y'7�77338 <br /> Roof Panel Fire Ciassification: Fire classlfEcation is not part of this acceptance. <br /> Shear Diaphragm: Shear diaphragm values are outs[de the stope of this report. <br /> Design Procedure: Based on the dimensions of the structure,approprtate wind foads are <br /> determined using Chapter 16 of the Florida euilding Code 20ID for roof cladding <br /> wind loads.These component wlnd loads for rooF�ladding are compared to the <br /> allawable pressure listed above.The design professional shall select the <br /> appropriate erectlon detalls to'reference ln hls drawings for proper fastener <br /> attachment to his structure and analyze the panel fasteners for pullout and <br /> pullover.Support framing must 6e in compliance wlth Florida Building Cade 2010 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 Eor structural loading. <br /> � '`,��1tli!/tl/��! <br /> �!� 6 N�E'�w ''i <br /> :!`��� �•�� HSF��''fi <br /> �� � � •• No��E9}-� ' n %•7�, <br /> � /j �C�!-�,{ <br /> f �J�� -`�.� ��� •�r/ <br /> �� •,s' 57A'T�OF :�:' <br /> . <br /> =:�°� FZ 0 R I�� ��'�•`. <br /> sa,.�t„�+. r,�'s•, •G'i.,ti, <br /> i�r°r'�n �1����0 N Al� ������ <br /> ��ll�� 111♦ <br /> FL#I165i.2'7 RT February �1"�, 2012 <br />