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. <br /> STANDARD 4 ' INIDE SNAP-N-LOCK COMPOSITE ROOF PANELS <br /> MAX.. ALLOWABLE SPANS (DEFCEC710N = 1/80 MAX.) 14 S.M.S. OR 1 4"� LAG � 12" O.C. <br /> COMPOSITE PANEL SKINS SNALL BE OF ALUMINUM ALLOY — ALONG EN17RE PER/METER (OR �10 �3" OR 3" <br /> 3105—H14/H25 (1.0#/C.F. E.P.S. FOAM) SM.S. � 8A O.C.) W/ 1"m (M/N.) RECEIVER GU77ER lS <br /> WASHER (1 1/2' M/N. EMBED. lN REQUIRED ALONG ALL <br /> � WOOD) EXPOSED PER/METE'R <br /> M/N. SLOPE.• 1/4%FT. PANEL ED�ES <br /> 2 x_ sMe./pano • <br /> (1YP.) 2"X 3'KNEE N01E.• <br /> BRACE m 45'ANGLE BEAM SPAN IS <br /> MEASURED TO POINT <br /> OF KNEE BRAC£. <br /> [ 2 1/8' ALUM. REC. CHANNEL ,024" OR .032" ,�10 X 3/4" S M.S <br /> W/(8) �/10 7E'KS PER EACH � 12' 0.C. TOP <br /> MEMBER O EACH END (FOR ALUMINUM (SEE PLAN) AND 80TTOM <br /> C.M.U./CONC. WALL: USE(4) i/4' ALUM. COL, BLOCK <br /> DIA. TAPCONS de (8) /10 TEKS) WALL OR WbOD WOOD OR ALUM. <br /> FRAMED WALL ROOF PANELS <br /> WALL OR BEAM <br /> KNEE BRA CE N_r.s <br /> N.T.S. <br /> ADDl710N MUST BE fREE—STANDIN� WITH ONLY ROOF <br /> FLASNING CONNEC77NG TO EXlS17NG SIRUCTURE <br /> f�10 � 6" O.C. <br /> STAGGERED <br /> CAP <br /> m <br /> � <br /> �i <br /> 10 S M.S. REC. HEADER <br /> � 12� 0.C. EX7RUDED �F`� S M.S. <br /> TOP & BOT. � 12" O.C. ��•� <br /> �14 x _" S.M.S W/ �Typ,) TOP & BOT. REC. HEADER <br /> 1" 0 NEOPRENE WASNERS EX7RUDED <br /> RIDGE CAP ((4) PER PANEL EQUALLY SPACED) M1N. RIDGE BEAM DETAIL <br /> 3/4" EMBED. (1 1/2" MIN. INTO WOOD) ' S <br /> Cp <br /> R�F PpNE� �'OpF p�E <br /> � � � I DAVID NORRIS ENG/NEER/NG <br /> 112 COLEMAN RD. <br /> W/N7FR.HAVEN, FL 33880 <br /> RIDGE BEAM DETAIL (863) 299—f048 P.E. 32186 Pg. 4—D <br /> C.A. 8283 <br />