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,— <br /> i j <br /> . 1 I ' , i <br />� STANDARD 4 WIDE SNAP-N-LOCK COMPOSITE ROOF PANELS� <br /> MAX ALLOvYABLE SPANS-(DEFtECAON = 1/80 MAX.) 14 S.M.S. OR 1 4"m LAG � 12' O.C. � <br /> COMPOSITE�PANEL SKINS SHALL BE OF ALUMlNUM ALLOY - ALONG ENTIRE PERIMETER (OR �10 � <br /> 3105-N14/N25 (1.O,fE/C.F. E.P.S. FOAM) SM.S � 8" O.C.) W/ 1"� (MIN.) [3" OR 3" , <br /> WASHER 1 1/2" MIN. EMBED. lN RECEIVE'R GUTTER lS <br /> WOOD ( REQUIRED ALONG ALL� <br /> � EXPOSED PERIMETER � <br /> MIN. SLOPE.• 1/4"/FT. PANEL EDGES I <br /> � <br /> � <br /> � <br /> � <br /> i <br /> .024' ALUMlNUM �10 X 3/4" S.M.S. <br /> � 12' 0.C. TOP � <br /> " AND BOTTOM I <br /> ROOF PANELS w00D OR ALUM. <br /> WALL OR BEAM <br /> N.T.S. I <br /> i <br /> I i <br /> REC. HEADER, R.F. (USE EX7RUDED ON MASONARY) <br /> �12�o O.C. T & B ROOF�PANELS � <br /> ROOF A,TTACHMENT DETAIL � <br /> FASTENER TO BE DETERM/NED <br /> � <br /> NOST STRUC7URE ' <br /> �10 S M.S.�I X 1 1/2" � 4' (MAX.) O.C. I <br /> INTO WOOd BEAM/FASCIA <br /> DB <br /> (2) �10 � 16" O.C. lNTO WALL STUDS <br /> � <br /> (2) �10 X 2" � 24' O.C. THRU OPAONAL ATrACHMENT (UNDER OVERHANG) <br /> 3/4" (M/N.) FASCIA /NTO TRUSS OR ,fEfO SM.S. � 12" O.C. THRU T dc B OF <br /> RAFTER T�ILS�Ic PANEL/HEADER I <br /> DB <br /> 1/4'm TAPCONS � 8" 0.C. STAGGERED /NTO CONC. i <br /> W/�10 S.�.S THRU REC. HEADER /NTD PANEL BOTfOM <br /> i � <br /> NOTE.• 1 �I1/4' M/N. EMBEDMENT/NTO CONC. <br /> 1 ;Il/2' M/N. EMBEDMENT/NTO WOOD <br /> #REPLACE ALL DETERIORAT/NG <br /> WOOD; W�FASCIA SECURED <br /> TO RAFTE (TRUSS) TAILS <br /> - - � <br /> ' - _ ` - I <br /> _ - _ - = � <br /> I ' - _ ` - `�S,I'I , I I l.� i <br /> ----- - �� I i <br /> � - ` DAV1D NORRIS ENGINEERING I <br /> � 112 COLEMAN RD. ' <br /> W1N7E'R HAI/FN, FL 33880 i <br /> (B63) 299-1048 P.E. 32186 Pg. 4-D <br /> I C.A. 828.3 I <br /> 1 <br />