Laserfiche WebLink
SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1" X 4' LUMBER <br /> FOR ROOF SLOPE �9-15 OR #10-14 (OPTIONAL) 0 24' O.C. (MAX.) <br /> LESS THAN 3012 ® 9" O.C. <br /> EXISTING UNDERLAYMENT \_OS8 7/16" THICK (MIN.) OR <br /> (OPTIONAL) PLYWOOD 15/32" ICK TH (MIN.) <br /> 9 X 3" LONG <br /> WOOD SCREWMIN. 2X_ WOOD RAFTER/JOIST/ <br /> EISTENER PATTERN 1 TRUSS AT 1dA7c. 24" O.C. <br /> SIDELAP FASTENER - PANEL FASTENER - EXIS>1NG SHINGLES MOM. 1'_ X 4''_LUMBER <br /> FOR ROOF SLOPE #9-15 OR #10-14 {OPTIONAL) 0 24' O.C. (MAX.) _ <br /> LESS THAN 3:12 @0 3.5'-5.5' O.C. N <br /> d <br /> as <br /> a <br /> a <br /> EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR (P+ <br /> (OPTIONAL) PLYWOOD 15/32' THICK (MIN.) f <br /> #9 X 3" LONG d <br /> WOOD SCREW MIN. 2X_ WOOD RAFTER/JOIST/ <br /> FASTENER MUERN 2 TRUSS AT MAX. 24" O.C, <br /> 1;igNERAL NOTES <br /> 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE <br /> FLORIDA BUILDING CODE (FBC). ALLOWABLE UPLIFT PRESSURE <br /> 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS <br /> SPECIFIE➢ ON THIS DRAW[NG. <br /> 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 1 FASTENER PRESSURE <br /> PANEL SYSTEM MAY NOT BE INSTALLED WHEN l}IE REQUIRED DESIGN WIND LOA€3S I PAT7ERN (PSF) <br /> ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. <br /> 4. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA 4 71.0 <br /> BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM go <br /> REQUMEMENTS OF THIS DRA141NG & THE CODE. THE CODE SHALL: CONTROL. 2 114.0 <br /> 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS , � <br /> REQUIRED FOR EACH APPLICATION ARID ARE THE RESPONSIBILITY OF OTHERS. � l <br /> 3/4' <br /> i <br /> s-to�a�a <br /> MASTERRIB PANEL PROFILE 1 <br /> Mirimum 29 Coup. M[nlmum Yield m 00 KS <br /> i <br /> i <br /> 1 ;4' <br />