Laserfiche WebLink
SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1" X 4" LUMBER <br /> FOR ROOF SLOPE #9-35 OR #10-14 (OPTIONAL) 0 24' O.C, (MAX.) <br /> LESS THAN 3:12 9" O.C_ <br /> Ti d <br /> EXISTING UNDERLAYMENT \_OS8 7/16" THICK (MIN.) OR <br /> (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) <br /> J9 X 3' LONG <br /> WOOD SCREW MIN. 2X_ WOOD RAFTER/JOIST/ <br /> EASTENER PATTERN I TRUSS AT lu1AX. eau O.C. <br /> 5115ELAP FASTENER - PANEL FASTENER - EXISTING SHINGLES - Nom. 1"-X-4" LUMBER -FOR ROOF SLOPE #9-15 OR #10-14 (OPTIONAL) 0 2e O.C. (MAX.) _ <br /> LESS THAN 3:12 o 3.5"-5.5' O.C. <br /> N. <br /> d <br /> T4 � <br /> A <br /> EXISTING UNOERLAYMENT V THICX (MIN.) OR <br /> (OPTIONAL) PLOOD 15/32' THICK (MIN.) <br /> r�"OS4B7/1 <br /> " LONG m <br /> WOOD SCREW FASTENER PA EpIV MIN. 2X_ WOOD RAFTER/JOIST/ <br /> 'l .+� TRUSS AT MAX. 24" O.C. <br /> >; MERAL-NOTE& <br /> 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE <br /> FLEIRIDA BUILDING CODE CFBCX ALLOWABLE UPLIFT PRESSURE <br /> 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEA7}IINS & STRUCTURE AS g <br /> SPECIFIED ON THIS DRAWENG. <br /> 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS fASIENER 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 FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA S 71.0 <br /> BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM ig <br /> l <br /> RECIUMEMENTS OF THIS DRAWING & THE CODE..THE CODE SHALL: CONTROL. 2 114.0 trill <br /> 5. RAFTERS/JCISTS/TRUSSES MUST BE DESIGNED TO WITHISTAND WIND LOADS AS IN <br /> REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. o � <br /> No <br /> 3/4• <br /> r 36' <br /> MASTERRIB PANEL PROFILE t 1 <br /> ! Mirimum 29 Guuge, Mtn€mum Yield - $0 KS <br /> I <br /> lf\ <br />