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r �%`"���;-- <br /> I�'� � ' ' + �, � _` ` `-�i <br /> � � <br /> i I I <br /> I� � Force En��,'neering&Testing Inc. ` I <br /> `J 195i0 Ramblewood Drive L' <br /> Humble,Tl{77338 <br /> DeSign ProCedure' Based on the dimensions of the structure,appropriate wind loads are <br /> determined using Chapter 16 of the fiorida Building Code 2010 for roof cladding <br /> wind loads.These component wind loads for roof cladding are compared to the <br /> allowable pressure lis#ed above.The design professional shall select the <br /> app�opriate 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 /> ,,?�i�tu�ilirt <br /> `�� ��.0 E.�. ���i� <br /> � O <br /> i� <br /> .`,�4'��� ` c� N s� <�,� <br /> .E►rY. �, <br /> • �, <br /> . i� : : �.��' ;' �. 1'T � - _ <br /> � ,�- F <br /> ; <br /> ��� �*�-,,.{„�/�! *'`-_. �*� r <br /> __ �. � , <br /> �'°' STATE OF :a�' <br /> r 14'. t,r � <br /> i � <br /> �..� � �F F� a R� v�► w�. <br /> '., s. . 1�� <br /> M'�°,r�r, ,,,`��4.����t►�G��� <br /> FL#11651.22 Ri February 22, 2012 <br />