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I <br /> SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1" X 4' LUNBER <br /> FOR ROOF SLOPE #9-35 OR #10-14 (OPTIONAL) 0 24' O.C. (MAX.) 1 <br /> LESS THAN 3:12 a 910.0. I <br /> i <br /> i <br /> I <br /> i <br /> EXISTING UNDERLAYMENT V OSS 7/18" THICK (MIN.) OR <br /> (OPTIONAL) PLYWOOD 15/1 THICK (MIN.) <br /> L�\—f9 X 3" LONG <br /> I <br /> WOOD SCREUJ <br /> FASTENER PATTERN 1 MIN. 2X- WOOD RAFTER/JOIST/ <br /> TRUSS AT MkK. 24' O.C. i <br /> I <br /> 51DELAP FASTENER PANEL FASTENER EXISTING SHINGLES ROM. 1' X 4" LUMBER <br /> FOR ROOF SLOPE #9-15 OR #10-14 (OPTIONAL) ® 24' O.C. (MAX.) <br /> LESS THAN 3:12 a 3.5'-5.5' O.C. <br /> r+ <br /> ff <br /> d <br /> W <br /> A <br /> EXISTING UNDERLAYMENT V OSB 7/1 B" THICK (MIN.) OR <br /> (OPTIONAL) PLYWOOD 15/32' THICK (MIN.) <br /> #9 X 3` LONG i <br /> WOOD SCREW FASTENER P TTE Z MIN. 2X— WOOD RAFTER/JOIST/ <br /> TRUSS AT MAX. 24" O.C. <br /> 159NERAL NOTES y i <br /> d � <br /> 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE � <br /> FLEIRIDA BUILDING C{IDE (FBC?. ALLOWABLE UPLIFT PRESSURE <br /> 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS g <br /> SPECIFIED 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 I PATTERN (PSF) <br /> ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. <br /> 4. ALL FASTENERS MUST BE IN ACCORDANCE WMI THIS DRAWING do THE FLORIDA € 71.0 <br /> BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM <br /> REQUIREMENTS OF THIS DRA%%NG & THE CODE. THE CODE SHALL- CONTROL <br /> 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 2 114.0 <br /> REQUIRED FOR EACH APPLICATION ARID ARE THE RESPONSIBILITY OF OTHERS. <br /> 3/4' <br /> �'• ars I apm-+o•�o-ia j <br /> MASTERRIB PANEL PROFILE <br /> Minimum 29 Gauga, Minimum YleW m $0 KS <br /> IL <br /> ti <br />