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_ "'--%� _'_ -�-- <br /> , ---:�..- _— �' ,_►_ - __,-`_` <br /> �� � � _ ' I <br /> ; i � '� <br /> � ; 1 � <br /> I r <br /> � Force Engineering&Testin�Inc. �'J <br /> � <br /> �J 19530 Ramblewood Drive �' <br /> Humble,T'X 77338 <br /> Roof Panel Pire Classifitation: Fire classification is not part of this acceptance. <br /> Shea�Diaphragm: 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 fiorida 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 comptiance with Florida Building Code 2010 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. <br /> ,,���{1{11/1�/��! <br /> *�� �N.0 E,E. �,�, ��i <br /> � � <br /> �,k,�:' �, � � � k S F�'�`�i <br /> ` ,�, , <br /> .�.r �' � �'��Y �, <br /> �r . No.419`�3� ' �� �- <br /> ; � ��i(�, f; �C �k�' --• � :,'k� f_� <br /> � __ L} � - � . ;, , <br /> '� 'p� �i4�QF .Q'�a <br /> � <br /> '��E;:4L O R I �A.,��,,: <br /> s�a.ern.aa. ���`sl�� � � •����, <br /> ,���O�a i ti������ <br /> FL# 11651.2i xi February 22, 2012 <br />