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/ " � <br /> � �� <br /> I <br /> � <br /> T•oi� i.t;�,i+i��rin,� �l'. ie�:tiit�� ;ri� . <br /> tbvtl It:.,nblc� ,�o.i Lri�. <br /> IT��trii�li_,"1"4-1:3� <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 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 /> ,`��►It111/f1l,,, <br /> ♦`� E;N•�E'�•h, �� <br /> � Q; � �i <br /> �� Q.. 4 � CENSF �,�.�� <br /> ��. ,� � <br /> . <br /> � _ � , ,, <br /> , � . Mo.449�3'' •. r �'F <br /> ,'�, w�t t^ ,+; �`� _. `,y�� , _ <br /> � �'°' STATE OF ���' <br /> i p' jj t•,' � <br /> %F. L O 1t I 9 A .�``,: <br /> �� '�,�s�• • . . .��;�. <br /> ,���a Nr�i��►��,` <br /> FL#11651.22 Rl February 22, 2012 <br />