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. " <br /> ` �r.---��_,� <br /> �`�'� .� ° �`'_ <br /> �� <br />' �oxce� '.�e��r-'ixzg�c T'e3t�n��'r�c. <br />� R534�t�tcnblLa��ood�rive <br /> �I�.,mbEr,T_s 77338 <br /> Des�n Procedure: 8ased o the d[mensions of the structure,appropriate v�rind(oads are <br /> d�termi ed using Chapter 16 of the Ftorida Building Code 2010 fae ro�f cladding <br /> wind lo s.These component wlnd loads for roof cladding are compared to the <br /> atlowabl pressure iisted above.The design prafesstonat shaft select the <br /> approp ate erection details to reference in h1s drawings for proper fasiener <br /> attachm nt to his structure and analyze the panel fasteners for pu#lout and <br /> put#over Support framing musC be in comptiance wlth Fiorida 8uilding Code 2010 <br /> Chapter 2 far steel,Chapter 23 for wood and Chapter 15 for structural loading. <br /> I <br /> ������N c f'�,���*�i <br /> ,���`� e� ' <br /> �.� � ceNsF�.�'',: <br /> � � /�. :p C r''�/ <br /> ( w' f'�p.�43� C.��} <br /> � � <br /> . . <br /> l� ���� <br /> �`��i�t�._ ,p „ . *���.,. ��-*.� <br /> .�I.. v��c.:J`-' ar��. <br /> - �'n' STAT�OR • <br /> %'�+'. '� i <br /> '�,,a°�'�•.F�t�RI�S'.•'��,'`',��� <br /> s�werrrd� s�'s • ,•y'�,�,�� <br /> e°�,o�m ���r,s/Q....��`,� <br /> ,�����Itii«��� <br /> FL#15837.2 Augus t 1�, 2 012 <br />