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STANDARD 4 ' VI/lDE SNAP-N-LOCK COMPOSITE ROOF PAIVELS <br /> MAX. ALLOWABLE SPANS (DEFLEC770N = 1/80 MAX.) 14 S.M.S. OR 1 4"� LAG � 12" O.C. <br /> COMPOSITE PANEL SKlNS SNALL BE OF ALUMINUM ALLDY — ALONG ENARE PERIMETER (OR #10 <br /> 3105—N14/N25 (1.0#/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 RECEIVER GUTTER IS <br /> WOOD) REQUIRED ALONG ALL <br /> EXPOSED PERlME7FR <br /> MIN. SLOPE.• 1/4"/FT. PANEL EDGES I <br /> 2 x_ s.Me./PAno • <br /> (TYP.) 2'X 3'KNEE N07F• <br /> BRACE � 45'ANGLE BEAM SPAN lS <br /> MEASURED TO POINT <br /> OF KNEE BRACE. #10 X 3/4" S M.S <br /> .024" OR .032" � �2" O.C. TOP <br /> [ 2 1/B'ALUM. REC. CHANNEL ALUMINUM (SEE PLAN) AND BOTTOM <br /> W/(8) /'10 TEKS PER EACH <br /> MEMBER �EACH END (FOR WOOD OR ALUM. <br /> C.M.U./CONC. WACL: USE (4) 1/4' ALUM. COL, BLOCK RDOF PANELS WALL OR BEAM <br /> DIA. TAPCONS dc (8) �10 TEKS) WALL OR W000 <br /> FRAMED WALL N.T.S. <br /> KNEE BRA CE `' <br /> N.T.S. <br /> REC. HEADER, R.F. (USE EX7RUDED ON MASONARY) <br /> ROOF A TTACHMENT DETAIL <br /> f 12'D O.C. T & B ROOF PANELS <br /> FASTENER TO BE DETERMINED <br /> HOST STRUCTURE <br /> #10 SM.S X 1 1/2" � 4" (MAX.) O.C. <br /> INTO WOOD BEAM/FASCIA <br /> � <br /> (2) #10 � 16" O.C. INTO WALL STUDS <br /> QB <br /> (2) #10 X 2" � 24" O.C. TNRU OP710NAL ATTACHMENT (UNDER OVERHANG) <br /> 3/4" (MIN.) FASCIA INTO TRUSS OR #1 D S.M.S. � 12" 0.C. THRU T & B OF <br /> RAFTER TAILS�c PANEL/HEADER <br /> �B <br /> 1/4'ID TAPCONS � 8' D.C. STAGGERED INTO CONC. #10 � 6" O.C. <br /> W/#10 SM.S THRU REC. HEADER INTO PANEL BOTTOM STAGGERED <br /> NOTE.• 1 1/4" MIN. EMBEDMENT INTO CONC. CAP <br /> 1 1/2" MIN. EMBEDMENT INTO W000 m <br /> �k REPLACE ALL DETERIORA 71NG � <br /> W000; W/FASCIA SECURED � <br /> TO RAFTER (TRUSS) TAILS 10 S M.S REC. HEADER <br /> � 12' 0.C. EX7RUDED #� S.M.S. <br /> �f114 x _" S M.S. W/ TOP & BOT. � 12 0.C. REC HEADER <br /> 1" ID NEDPRENE WASHERS ���� TOP & BOT. EXTRUDED <br /> RIOGE CAP ((4) PER PANEL EQUALLY SPACED) MIN. RIDGE BEAM DETAIL <br /> 3/4' EMBED. (1 1/2" MIN. INTO W000) N.T.S <br /> Cp <br /> . RpOF PIA EL R��F�°A� <br /> � - <br /> � DA VlD NORRIS ENG!lVEERING <br /> 112 COLEMAN RD. <br /> WINTER HAVEN, FL 33880 <br /> RIDGE BEAM DETAIL � , (863) 299—f048 P.E. 3z�ss Pg. 4—D <br /> N. . C.A. 8283 <br />