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352-49ff-7852 10:59:49a.m. 05-11-2012 5!5 <br /> (�~T° <br /> � <br /> Porce Erzgineei-in�& Tesring Inc. <br /> 1953D R:unbic�rood Dri�'e <br /> Hnmblc,TX 77338 <br /> Roof Panel Fire Classification: Fire classiflcation is not part of this acceptance. <br /> Shear Diaphragm: Shear diaphragm vafues are auts(de the scope of this report. <br /> Design Procedure: eased on the dimensions of the structure,appropriate wind loads are <br /> determined using Chapter 16 af the Florida Huilding Code 201D for roof cladding <br /> wind loads.These component wind loads for rooF cladding are compared to the <br /> allowable pressure Iisted abave.The design professional shal!select the <br /> appropriate erection details to reference in his drawings for properfastener <br /> attachment to his structure and analyze the panel fasteners for pullout and <br /> pullover.Support framing must be in compfiance wlth Florlda Building Code 2010 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 fo�structural loading. <br /> " ,,�`��►�r�iei���` <br /> �� N.�E•�.1L ��� <br /> r <br /> ;,4���' � G� N$F`�'. f� <br /> . ,�, '.�``� �tr' <br /> ` r�,•� ar I T� � % <br /> r � • - <br /> � �`-� �e--' <br /> .j� r <br /> `�.t �J"" �-���� *(�` (�_ �' . <br /> � / <br /> : a• STATEOF :a: <br /> � <br /> .9'. �r� <br /> ':°� FZoRt9�' �, , <br /> .. <br /> ���. ���s•. , •�w�.� <br /> ax°r"» ����,�/0 H Al�``����� <br /> FL#7165�.27 Rl February �'�, ��'�2 <br />