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�i���� ���f�0 . 2:12. RAinire�um Slop shall comply writh F� <br /> 2010.sc:a4ion 15�7.�.2 and�Aaraufacturers <br /> recoenmendations. <br /> - Su�tnb��ccu�tior�e Niin. 15i32° Plywood t3eck de�igned by othePS . <br /> ���or B��rie�: 3�Asphalt Satur�tted organic feit pap�r in ' <br /> cornpiiaetc�v�n4h AS�ld D226,T� 1 or t�+pe II. <br /> l��o���r�6 E�a���c�g: P�neB has as Class B�re�xxposa�re ra�ting in <br /> acxordae�ce v�ith FBC Sec:tion 'Y5��.3�out . <br /> addec�ao��dditi�n�E�ire bare�er. : <br /> Design PPOCecdure: <br /> B�sed on the dirnensions of the structure, appropriate and wind loads are determined <br /> using Chapter 16 of the FBC 2010 for roof cladding win�loads. These c:omponent , <br /> v�cind loads for roof c�adding are c�mpared to t{�e allow�6le pressure listed above. The <br /> design prafessional shall sel�ct the appropriate erection details#o referenoe in his <br /> drawings foP proper fastene�attachment to his striac#uce ana�ana@yze the panel fasteners <br /> for pullout and pullover. Support dedcing 8�framing must be in compliance with FBC <br /> 2010 Ch�pte�22 for Steel, Chapter 23�or 1lVood and Chapter�f for structural loading. <br /> irnst�6��ote Etes�uirements: <br /> Inst�10 th�pa¢�el sys�em acc�rrling�o t��an�nufacturePs insta0lation instruction. <br /> Qa��let?/l�ssuraoa�c�Eretety: <br /> . ICeystone Certifications, Inc: FBC�fJA'l�24 <br /> Cer't�i�e of 0neiepend����: <br /> See uploadec�attachQnent <br /> �Aa�tthor�e�Repr��entatuve: . <br /> Samuel�0. Creenberg, P.E.#�3424�5 <br /> p.813.i�85.0166 � f.81 3.645.9698 � w�vw.danscoengineering.com <br />