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<br />#10 X 1 1/t" S.M.S. <br />SPACED @ 24" O.C. <br /> <br />SCREEN <br /> <br /> <br />SCREEN <br /> <br />1" X t" OPEN BACK <br />EXTRUSION <br /> <br />:t' X :t' P<lST D<TRU5'ONJ <br /> <br /> <br />SCREEN ROOM CORNER DETAil <br /> <br /> <br />2 X LUMBER <br />P.T. RIM JOIST <br /> <br /> <br />SCREEN WAll TO DECK DETAil <br /> <br />t' : <br /> <br />EXISTING HOST STRUC11JRE <br />WOOD FRAME. MASONRY <br />OR OTI-lER CONSTRue. <br /> <br /> <br />FOR MASONRY USE 1/4" X 2 1/4" <br />TAPCON ANCHOR OR EQUAL <br />SPACED @ 24" O,C. <br />FOR WOOD USE #10 X t 1/t" <br />S.M,S. OR WOOD SCREW <br />SPACED @ 24. O.C. <br /> <br /> <br />SCREEN WAll TO HOST DETAil <br /> <br /> <br />EXISTING FASCIA <br /> <br />#10 X 1 1/t" S.M,S. <br />OR WOOD SCREW <br />(1) PER RAfTER OR <br />TRUSS TAIL <br /> <br />HEADER EXTRUSION <br /> <br />SEAlANT <br /> <br />#10 X 3/4. S.M.S. <br />OR WOOD SCREW <br />SPACED @ 1 t" O.C. <br /> <br />Q:) ROOF PANEL TO FASCIA DETAIL <br />PE- <br /> <br />~ <br /> <br /> <br />~.1 <br /> <br />SEAlANT <br /> <br /> <br />3 1/t" X t" SUPER GUTTER CUP <br />FASTEN W/ (2) #8 X 9/1 r5' S.M,S. <br />SPACED @ 24" O.C, <br /> <br />SEAlANT <br /> <br />#10 X 4" 5,1.1,5, W/ 1/4" x 1 1/'2:' <br />NEOPRENE BACKED S,S. WASHER <br />SPACED @ 1 t" O.C. <br /> <br />3" RECEIVING CHANNEL <br />FASTEN TO PANEL W/ 6a x 9/1 r5' S.M,S, <br />BOTH SIDES SPACED @ 6. O,C, <br />3" ROOF PANEL W/ MIN. 1/4" /FT. SLOPE <br />1 /4" X a" UlG SCREW <br />(1) PER TRUSS/RAfTER TAIL. <br />AND 1/4" X 5" UlG SCREW <br />SPACED @ 12" O,C. <br /> <br />1/2" DIA SCH. 40 PVC FERRULE <br /> <br />#10 X 2' S,M,S <br />SPACED @ 12" O,C. <br /> <br />SUPER GUTTER <br /> <br />SUPER GUTTER - EXISTING ROOF TO PANEL ROOF DETAil" A' <br /> <br /> <br />SEAlANT <br /> <br />5 1/'2:' x t" SUPER GUTTER CUP <br />FASTEN w/ (2) #a x 9/1 r5' S,M,S, <br />SPACED @ 24" O,C, <br /> <br />#10 X 't' S.M,S, <br />SPACED @ 1 t" O.C, <br />'2:' GUTTER LIP ON PANEL <br /> <br />SEAlANT <br /> <br />1/t" DIA. SCH. 40 PVC FERRULE <br /> <br />1/4" X g' UlG SCREW <br />(1) PER TRUSS/RAfTER TAIL, <br />AND 1/4. X 5" UlG SCREW <br />SPACED @ 1 t" O,C. <br /> <br />S' HEADER EXTRUSION <br />FASTEN TO PA."IEL w/ <br />#8 X 9/1 r5' S.M,S, EACH SIDE <br />SPACED @ 1'2:' O,C, <br />FASTEN TO GUTTER W/ <br />UlG BOLT AS SHOWN <br />S' ROOF PANEL W/ fAIN, <br />1/4" /FT. SLOPE <br /> <br />SUPER GUTTER - EXISTING ROOF TO PANEL ROOF DETAil" B" <br /> <br />REVISIONS <br /> <br />i'i'cx) <br />U')NN <br />NUJ~ <br />U')Ncx) <br />I I I <br />Q)U')U') <br />NU')U') <br />NCOCX) <br />I I I <br />01<')1<') <br />o~~ <br />CX)CX)CX) <br />.!-....Jx <br /><t<t <br />wUu.. <br />00 <br />-....J <br />3: <br />Z <br />o <br />i= <br /><t <br />Z <br /> <br /> <br />o <br /><t<t <br />00 <br />0:::- <br />0::: <br />::.:::0 <br />z....J <br /><tu.. <br />m . <br />0:::0::: <br />:J<t <br />m::::!:i' <br />V1i' <br />oOUJ <br />U')....J.q- <br />1<')01<') <br /> <br />SCALE, <br />3"=1 '-a" <br /> <br />DATE' <br /> <br />8 94 <br />DRAWING N' <br />ENGDTLS2 <br /> <br />DRAW BY: <br /> <br />SRD <br /> <br /> <br />TYPICAL CONNECTION DETAILS <br /> <br />~W[f@lJ'i)@@ rgo ~lJ'i)lJ'i)@Wi ~ argo <br />CNlL ENGINEER - DEVELOPMENT CONSULTANT <br />1139 HERBERT STREET <br />PORT ORANGE, FLORIDA 32119 <br />TEL. (904) 767-4774 <br /> <br />~[Q)~ <br />