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� ��� . .. . . � <br /> , , 3;2�49,£3-7857, 10'.59.49a.m. 05-1.1-2012 5/5 <br /> . � ' ' ' ,' . <br /> /--. <br /> � ' <br /> . ( . <br /> r <br /> Farce Engineenrn� Testin�Inc. <br /> 1953D R:unf�lc��oo Drire <br /> Humblc,TX 77 38 <br /> • ,. ' <br />' ' Raof Panel Fire Classification: Flre classlflcation Is not art of_this acceptan�e. ; <br /> Shear Diaphragm: Shear diaphragm values re outslde the seope ofthls report. � <br /> Design Procedure: Based on the dimension oPthe structure,appropriate wind loads are - � � <br /> determined using Chapt r lfi of the Florida euilding Code 201D for roof cladding <br /> wind loads.These comp nent wind loads for rooFcladding are compared to the � <br /> alfowable pressure Ilste above.The 8esign profess(onal shall select the � <br /> appropriate erectlon de Ils to�reference ln his drawings for proper fastener i <br /> attachment to his struct re and analyz¢the panel fasteners for pullout and � <br /> pullover.Support framl must be in compfiance wlth Florlda euilding Code Z010 <br /> Chapter 22 for steel,Ch pter 23.for wood and Chapter 16 far structural loading. . <br /> i . <br /> . � <br /> � <br /> f <br /> I - <br /> � <br /> � <br /> � ,`���1litiflll(,, <br /> � �t*� E���E'��p �'i � <br /> : <br /> : ��4� �ENSF�'���r <br /> :�• ,� ��� <br /> i � � , <br /> �! y : No��t9� � , �, <br /> �r-�!./ <br /> �. �r..�; �. ��-L �� , <br /> tu.�. � � ,�° , <br /> v � a' STATE OF :�� <br /> . <br /> ; %j'�o,� �Z �A�, tiww= � <br /> snJ.��. ����s.. 0 RI ,G,y�`��• � <br /> ax°'`r� ��i S�p N A l.� ����t` � <br /> FL#I.165i.27 R� February'�L����2 J <br /> . , ! <br /> i <br />