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� <br /> i <br /> I . . <br /> , - <br /> a°: <br /> - . • - � s �� � � - ' - <br /> _.J ___ <br /> � _ <br /> � � <br /> l Force�;n i � ' ' Y <br /> n e <br /> �. t1ri &�cyY1n Ync. <br /> g � �. <br /> I <br /> . <br /> 195_ib Itumfilewoud lyrivr ° <br /> I-Ypmhl�,'I'X 77338 <br /> , Mfnimum Slope iiange: Minfmum Slope shall comply with Florida Building Code 207Q,lncluding Section <br /> 7.515.2 and in accordance with ManufacCUrers recammendatfons. for slapes less <br /> than 3:12,lap sealani must be used in the panel side laps. <br /> Inst�llation: Insrail per manufacturer's r�commended deCafls and RAS 1��. - <br />, Unde�layment: Per M�nufacturer's instaflation guidelines per Florida Building Code 2010 SecYion <br /> 1518.2,1518.3,151$_A. - <br /> Flre ge�er: '/a"Georgia Fatifit"Dens Oetk"or manufacturer appro�ed equal. <br /> Shear Qlaphragm: Shear diaphragm values are outside the sc�pe af thls repart. <br /> Design Procedure: Based on ths dimensions ofthe structure,appropriate wind Ioads are <br /> determined using Chapter 15 of the Flor{da Buildfng Code 2010 for roof cladding <br />' • wind loads.These tomponenti wind loads for roof cladding are compared to the <br /> allowable pressure IistQd abave.The design praiessional shall select the <br /> appropriate ereccion details to rePerence in hi$drawings for proper fastiener <br /> • _ 8'Ltatf�merlt to his structure and analyze the panel fasteners for puNout and <br /> pu{lover.Suppor�framing must be in compliance with Ftorida Building Code 2010 <br /> Chapter 22 for steel,Chapter 23 tor wood and Chapter 16 Por sCructural loading. <br /> ``���w���r��r���� :. <br /> ```` ����'�•�'4''�, '=Y•. <br /> `��' Q�-4%} C E fJ S�'!��i <br /> R�V�� .�1 <br /> � � <br /> � :� �.'q�� <br /> _ ( � =7c� <br /> \ <br /> . : •a• STATE aF :a� <br /> r 7a'. tv ♦ <br /> +1r�a`' ��4 Rr��. '��� <br /> � �S' <br /> �u'°"° ,r�ilsl�NAL ���'t,` <br /> r�l�t�t������� <br /> �L#y7G3.] Rl December 8, 2011 <br /> Et/b0 39t1d Wf1NIWfl�ti Q��Nd/1Qt7 6bLb8b9E98 EE�bZ Et9ZJ9Z/b0 <br />