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� ,� <br /> � <br /> � ► ` <br /> U� Force Engineering& Testing Inc. �J <br /> 19530 Ramblewood Dri��t <br /> Humblc,'I7C 77338 <br /> Design Procedure: Based on the dimensions of the structure,appropriate wind loads are <br /> determined using Chapter 16 of the Florida Building Code 2010 for roof cladding <br /> wind loads.These component wind loads for roof cladding are compared to the <br /> allowabie 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 for structural loading. <br /> .���,'N`��E'�'I,,���: <br /> ♦ t�. - .._,I,bo i <br /> :,tv�'��' 1.C � N S F <'��,� <br /> = �� �.� . <br /> '� • L�/ <br /> � _ ra.•�� <br /> ,. {'.���--'�-f�� <br /> � ��(�,�,� �rL--� _�� r <br /> `�� r% <br /> �'O' STA7'E dF :4�` <br /> i0� F �� <br /> :..� '�F- LORIp�' �``� <br /> caa �i�`1',S'• , •��(�t�� <br /> r� �� �OkAL � <br /> ,,���l/llti1���, <br /> FL#15837.2 AuguS t 10, 2 012 <br />