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� <br /> 1```'`'__��-- <br /> 1� � <br /> . . � <br /> Force Fn�tneerin�&Testin� Inc. � <br /> � 19530 Ramhicnnc�d Drivc U <br /> 1-iumbie,'I_Y 7',33ri <br /> Roof Panel Fire Classffication: Fire classification is not part of this acceptance. <br /> St�ear Diaphr8gm: 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 ciadding 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 strudure and analyze the panei fasteners for pullout and <br /> pullover.Support framing must be in compliance with Fiorida Building Code 2010 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. <br /> ,,���1111(I��jt,, <br /> ��`` E:�'C E'�•k'O ''. <br /> :4,Q:4 � �e k s � �� <br /> � V (� ^` i <br /> �,�,, •tt` � <br /> � � <br /> .; No.41➢23 i <br /> � . � <br /> �. <br /> �*� • " '� ;�k� <br /> y , <br /> � � � ' � <br /> �� ���� .Q'� <br /> I ��. <br /> r <br /> ♦ <br /> s�r r�r �+�E`s; '� O R I ��;�.�`� <br /> �°�`� �i��J'j0�.. .�� �♦ <br /> ♦ <br /> FL#11651.27 Rt February���2012 <br />