Laserfiche WebLink
357-49II-7852 10.59.49 a.m. 05-11-2U12 5/5 <br /> G�T- <br /> � <br /> Force Eri�inee�i-ii�� �4c Tcstiti�? Inc. <br /> 19iiU R.unblc�cood Drire <br /> Hnmblc,TX 7733d <br /> Roof Panel fire Classification: Flre classiflcation is not part ofthis acceptance. <br /> 5hear Diaphragm: Shear diaphragm values are outslde the scope of this report. <br /> Design Procedure: eased on the dimensions of the structure,appropriate wind loads are <br /> determined using Chapter 16 of the florida euild(ng Cade 2010 for roof cladding <br /> wind loads.These component wlnd loads for rooFcladding are compared to the <br /> allawable pressure(lsted above.The design professional shalf selectthe <br /> appropriate erectlon detal{s to reference in hls drawings for proper fastener <br /> attachment to his structure and analyze the panei fasteners for pullout and <br /> pullover.Support framing must be in compiiance with Florida Building Code 2010 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading, <br /> " `,����s�r�iei���� <br /> E <br /> - ,,���.�t1,C,,�; �a�,�r <br /> :, {v� �' , GEN$Ft�'i <br /> ��� �c^ <br /> -�'� � . ►�,.�� �, C_.��` <br /> ��.�� (��;:�- <br /> �Jr�;tuti�,� *``"� :*`�f <br /> �4' STA7E�F :�: <br /> '�°� Az o RI��' �.`"�•`� <br /> �.��. �,�;:.. , •G�,�.� <br /> ax°r�`n ����,�I p Njat�`;����� <br /> FL#716Si.z�u� February ��, 2012 <br />