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i <br /> SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1" X 4' LUMBER <br /> FOR ROOF SLOPE fg-15 OR #10-14 (OPTIONAL) 0 24' O.C. (MAX.) i <br /> LESS THAN 3:12 ® 9' O.C. <br /> i <br /> i <br /> i <br /> EXISTING UNDERLAYMEMT OSB 7/16' THICK (MIN.) OR <br /> (OPTIONAL) PLYW00D 15/32" THICK (MIN.) <br /> #9 X 3" LONG i <br /> WOOD SCREW ' <br /> FASTENER PATTERN MIN. 2k— WOOD RAFTER/JOIST/ <br /> TRUSS AT ?d4}C. 24' O.C. <br /> I <br /> SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES N06A. 1' X 4" LUMBER AI <br /> FOR ROOF SLOPE 19-15 OR #10-14 (OPTIONAL) 0 24•' O.C. (MAX.) _ <br /> LESS THAN 3:12 0 3.5'-5.5' O.C. <br /> r+ <br /> CI <br /> A <br /> EXISTING UNDERLAYMENT OSB 7/16" THICK (MEN.) OR f <br /> (OPTIONAL) PLYWOOD 15/32' THICK (MIN.) <br /> ft� X 3` LONG <br /> AN <br /> WOOD SCREW MIN. 2X— WOOD RAFTER/JOIST/ <br /> FASTENER P&UERN TRUSS AT MAX. 24" O.C. <br /> � <br /> ! <br /> 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE I <br /> FLORIDA BUILDING CODE CFBC). ALLOWABLE UPLIFT PRESSURE <br /> 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS g <br /> SPECIFIED DN THIS DRAWLNG. <br /> 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS FASTENER PRESSURE ! <br /> PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS I PATTERN (PSF) <br /> ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. <br /> 4. ALL FASTENERS MUST BE IN ACCORDANCE WITH ?HIS DRAWING do THE FLORIDA I 71.0 <br /> BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM <br /> REQUIREMENTS OF THIS DRAWNG & THE CODE. THE CODE SHALL: CONTROL. 2 114.0 S; <br /> 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO W17HSTAND WIND LOADS AS �sam <br /> JEQUIREO FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. <br /> 3/4' <br /> �• 36' —I <br /> MASTERRIB PANEL PROFILE 1 w I <br /> MINmum 29 Gauge, MInfmum Yia[s1 $0 KS <br />