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. ,T___ <br /> _. . . _'_'-___ <br /> _ . . � .. .__'�._ <br /> -- ; .__7.�,. <br /> ,_ �- � ` <br /> �.. <br /> _ � <br /> i�" � � ; i <br /> i, � `, j <br /> � , <br /> �. <br /> � i Forcc Engineering&Tesdng Inc. �1 � <br /> `- 19530 Ramblcmuud Drive <br /> Humi�le,T%77338 <br /> Roof Panel Fire Classification: fire classification is not part of this acceptance. <br /> Shear Diaphragm: Shear diaphragm values are outside the scope of this report. <br /> Design Procedure: Based on the dimensions ofthe structure,appropriate wind loads are <br /> determined using Chapter 16 of the Florida Buiiding 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 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 far structural loading. <br /> ,`����►tir��rr��i <br /> �.� �,t1.0 E• �.W p ��i <br /> �,Q:�`, 1 C E N S F �'c'�i <br /> � 4� .�e► � �-, , <br /> ;,+ ` '�'� No.419�3� • �r�� � :�Y <br /> � . t' _,t� � � E-- <br /> ! �',��'�'.?�Ui�'-' *` ''k <br /> �- .. - ,. <br /> �" • ,a'• STATE dF :a�': <br /> . 7�'. <br /> �� <br /> '.°,�`• FLORIp� '?�: <br /> sw.ars�aa� �� F�:• . . •<y'ti�� <br /> OAA � <br /> Y]�7n �II��:pN�AL�`;���� <br /> FL# 11651.2�Ri February �L�, 2012 <br />