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SIDELhP FASTENER PANEL FASTENER EXISi1NG SHINGLES NOM. 1" X 4' LUMBER <br /> FOR ROOF SLOPE Zrig-3.5 OR #10-14 (OPTIONAL) 0 24' O.C. (MAX-) <br /> LESS THAN 3:12 ® 9" O.C. <br /> 444 <br /> EXISTING UNDERLAYMENT \—OSB 7/16" THICK (MIN.) OR <br /> (OPTIONAL) 7PLYWOOD 15/32" THICK (MIN.) <br /> �9 X 3" LANG <br /> WOOD SCREW MIN. 2X— WOOD RAFTER/JOIST/ <br /> FASTENER PATTERN TRUSS AT W. 24" O.C. <br /> SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1' X 4" LUMBER <br /> FOR ROOF SLOPE Jf9-15 OR #14-14 {OPTIONAL) 0 24' O.C. (MAX.) <br /> LESS THAN 3:12 �0 3.5'-5.5' O.C. <br /> a � <br /> EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR <br /> (OPTIONAL) PLYWOOD 15/32' THICK (MIN.) <br /> rpa LONG W <br /> WOOD SCREW FASTENER PA/� pp��� MIN. 2X— WOOD RAFTER/JOIST/ <br /> �L?UERN 2 TRUSS AT MAX. 24" O.C. <br /> 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE <br /> FLURIDA BUILDING CUDE (FBC). ALLOWABLE UPLIFT PRESSURE <br /> 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS g <br /> SPECIFIE➢ ON THIS DRAWENG. <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 PATTERN (PSF) <br /> ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. <br /> 4. ALL FA5FENERS MUST BE IN ACCORDANCE WITH 114IS DRAWING & THE FLORIDA 1 71.0 <br /> BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM � <br /> 'REQUIREMENTS OF THIS DRAWING & THE CODE. THE CODE SHALL: CONTROL. 2 114.0 � <br /> 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS �81'11 <br /> REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBIUFTY OF OTHERS. �ljl <br /> I <br /> 4/4' <br /> 35' pm +yaia <br /> i MASTERRIB PANEL PROFILE f 1 <br /> M1Mmum 29 Gauge, IA[n[mum Yie[0 - $0 KS <br /> I <br /> I <br />