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1 <br /> • ' I <br /> STANDARD 4 WIDE SNAP-N-LOCK COMPOSITE ROOF PAIVELS <br /> MAX. ALLOWABLE SPANS (DEFLEC770N = 1/80 MAX.) 14 SM.S OR 1 4"� LAG � 12" O.C. ' <br /> COMPOSITE PANEL SKINS SNALL BE OF ALUMINUM ALLOY - ALONG ENARE PERIMETER (OR #10 �3" OR 3" <br /> 3105-H14/H25 (1.0#/C.F. E.P.S FOAM) S.M.S � 8" O.C.) W/ 1"� (MIN.) RECEIVER GUTTER lS <br /> WASHER (1 1/2" MIN. EMBED. lN REQUIRED ALONG ALL <br /> WOOD) EXPOSED PERIMETER ' <br /> MIN. SLOPE.• 1/4%FT. PANEL EDGES <br /> .032" ALUMINUM #10 X 3/4" SM.S. 'I <br /> � 12" O.C. TOP <br /> AND BOTTOM �� <br /> ROOF PANELS w000 oR ,a�uM. <br /> WALL OR BEAM <br /> REC. HEADER, R.F. (USE EXTRUDED ON MASONARY) <br /> ROOF A TTACHMENT DETAIL <br /> `12'OO.C. T & B ROOF PANELS <br /> FASTENER TO BE DETERMINED <br /> HOST STRUCTURE <br /> #10 S.M.S X 1 1/2" � 4" (MAX.) O.C. , <br /> INTO WOOD BEAM/FASCIA <br /> � <br /> (2) #f0 � 16" O.C. INTO WALL STUDS <br /> � <br /> (2) #10 X 2" � 24" O.C. THRU OPAONAL ATTACNMENT (UNDER OVERHANG) <br /> 3/4" (MIN.) FASGA INTO TRUSS OR #10 S.M.S � 12" O.C. THRU T & B OF <br /> RAFTER TAILS* PANEL/HEADER <br /> � <br /> 1/4"0 TAPCONS � 8p O.C. STAGGERED INTO CONC. <br /> W/#10 S.M.S THRU REC. HEADER INTO PANEL BOTTOM <br /> NOTE.• 1 1/4" MIN. EMBEDMENT INTO CONC. <br /> 1 1/2" MIN. EMBEDMENT INTO W000 <br /> *REPLACE ALL DETERIORATING <br /> WOOD; W/FASCIA SECURED <br /> TO RAFTER (TRUSS) TAILS <br /> , � ^ �/�� ` � � <br /> - DAVID NORRIS ENGINEERING <br /> 112 COLEMAN RD. <br /> WINTER NAVEN, FL 33880 <br /> (863) 299-f048 P.E. 32186 Pg. 4-D <br /> C.A. 8283 <br />