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i�1 <br /> i <br /> � <br /> � <br /> I, <br /> -,-•ni'>i, , � . ..... <br /> Roof Panel Fire Classification: Fire classification is not part of this acceptance. <br /> Shear Diaphragm: Shear diaphragm vafues 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 Florida Buitding Code 2014 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 sha{I 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 putlout and <br /> pullover.Support framing must be in compliance with Florida Building Code 2014 <br /> Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. <br /> a,���ti�se�i��i��, <br /> ���� ��,,C E,� iy ��� <br /> o ' <br /> .`� �'�� � c� HSF���'. <br /> „ ��� -, ��{Y rl <br /> � + � � r . � r �� <br /> + � . N�D.444� 7 /�,v,� `/J <br /> tI T.�•• *\.�� �{1*+,�� J/ <br /> `� t(,!i��l.�'�'���"�� . <br /> �� �'�' STATEQF .4'►';. <br /> ���.e: jiL V p', `�.,�`V�: <br /> i �R� � <br /> ,ia„Ddl„d� .�t�s., .G%y,�� <br /> ��ar� '������1 I f 1►��,� <br /> FI,#4595.9 R3 � <br /> Apri19,2015 <br />