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<br /> <br />:5' WALL PANEL <br /> <br />,. X ,. ANGLE <br /> <br />#8 X 9/1 fi TEK <br />SPACED @ f5' D.C. <br />80m SIDES. <br /> <br />c;D PANEL WALL CORNER DETAIL <br />PE1 <br /> <br />110 X 1 1/"1:' S.fA.S. <br />OR WOOD SCREW <br />SPACED @ 1 fi D.C. <br /> <br /> <br />:5' RECENlNG CHANNEL <br />EXTRUSION <br /> <br />#8 X 9/1 fi TEl< <br />SPACED 0 fi D.C. <br />Bom SIDES <br /> <br />SEAlANT <br /> <br />3/4" PLYWOOD <br /> <br />2 X P.T. HEADER <br /> <br />~ANEL WALL TO DECK DETAIL <br />~ <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME. MASONRY <br />OR omER CONSTRue. <br /> <br /> <br />#8 X 9/1 fi TEl< <br />SPACED @ f5' o.e. <br />BOTH SIDES <br /> <br />FOR MASONRY USE 1/4" X 2 1/4' <br />TAPCON ANCHOR OR EQUAL <br />SPACED @ 1"1:' O.C. <br />FOR WOOD USE # 1 0 X 1" S.fA.S. <br />OR WOOD SCREW <br />SPACED @ 1"1:' D.C. <br /> <br />@ PANEL WALL TO HOST <br />PE1 <br /> <br />D ET AI L <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAo..iE. MASONRY <br />OR OTl-iER CONSTRue. <br /> <br />FOR MASONRY USE 1/4" X 1 1/4" <br />TAPCON ANCHOR OR EQUAL <br />SPACED 0 24" D.C. <br />FOR WOOD USE #10 X 1 1/"1:' <br />S.fA.S. OR WOOD SCREW <br />SPACED 0 1'Z' D.C. <br /> <br />SEAlANT <br /> <br />:) HEADER <br />EXTRUSION <br /> <br />SEAlANT <br /> <br /> <br />:) ROOF PANEL <br /> <br />18 X 9/1 fi TEK <br />SPACED I) f5' D.C. <br />80m SIDES <br /> <br />@ ROOF PANEL TO HOST DETAIL <br />PE- <br /> <br /> <br />.024 X 1"1:' ALUM. <br />RIDGE CAP <br /> <br />1/4' X 2 1/'Z' <br />H.H.fA. mRU-BOLT <br />w/ NUT &; WASHERS <br />SPACED @ 1 fi D.C. <br /> <br /> <br />SELF-MATE 8EAM <br /> <br />#8 X 9/1 fi TEK <br />SPACED 0 1 fi D.C. <br />BOTH SIDES <br /> <br />@ ROOF TO <br />PE- <br /> <br />RIDGE BEAM DETAIL <br /> <br /> <br />:) ROOF PANEL <br /> <br />3" VAlANCE EXTRUSION <br /> <br />~ ROOF PANEL TO FASCIA DETAIL <br />PE- <br /> <br />TYPICAL CONNECTION DETAILS <br /> <br />.024 X 1 (j' AlUfA. <br />RIDGE CAP <br /> <br />REVISIONS <br /> <br />#8 X 9/1 fi TEl< <br />SPACED 0 fi D.C. <br />BOTH SIDES <br /> <br />#1 a x 4" S.M.S. W/ <br />1/4" x 1 1/'Z' S.S. <br />NED. BACKED WASHER <br />SPACED 0 f5' D.C. <br /> <br /> <br />1"-1"-00 <br />1J)('oI('oI <br />('olIO..... <br />lJ)('oIoo <br />I I I <br />0'l1J)1J) <br />('oI1J)1J) <br />('010000 <br />I I I <br />Ot"lt"l <br />0.......... <br />co co 00 <br />!.-.JX <br />4:4: <br />wUu.. <br />00 <br />- -.J <br />::: <br />z <br />o <br />i= <br />4: <br />Z <br /> <br />#8 X 9/1 fi TEK <br />SPACED 0 24" D.C. <br />BOTH SIDES <br /> <br />#8 X 9/15. TEK <br />SPACED 0 1 fi D.C. <br />BOTH SIDES <br /> <br /> <br />SELF-MATE BEAM <br /> <br /> <br />@ ROOF TO <br />PE- <br /> <br />RIDGE BEAM DETAIL <br /> <br /> <br />ROOF PANEL <br /> <br />o <br />4:4: <br />00 <br />0::- <br />0:: <br />~o <br />z-.J <br />4:u.. <br />CD . <br />0::0:: <br />::J4: <br />CD~I"- <br />Vll"- <br />0010 <br />IJ)-.J~ <br />t"l0t"l <br /> <br />SCALEs <br />3" = 1 . - 0" <br /> <br />DATEs <br /> <br />8 94 <br /> <br />DRAWING III <br />ENGDTLS 1 <br /> <br />ORA N BY' <br /> <br />STANDARD HOUSE <br />GUTIER <br /> <br />SRD <br /> <br />:) FASCIA EXTRUSION <br /> <br /> <br />SEAL <br /> <br />@ ROOF PANEL TO FASCIA DETAil <br />PE- <br /> <br />~W[j'@[Ji1@@ ~o ~@[Ji1[Ji1@W9 [Po~o <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT <br />1139 HERBERT STREET <br />PORT ORANGE. FLORIDA 32119 <br />TEl. (go.n 767-4774 <br /> <br />~[Q)~ <br /> <br />FOR ONE PERMIT ONLY <br />