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<br />#10 X 1 1/'1' S,M,S. <br />SPACED @ 24" O,C, <br /> <br /> <br />1" X Z' OPEN BACK <br />EXTRUSION <br /> <br />SCREEN <br /> <br />SCREEN <br /> <br />Gk) SCREEN ROOM CORNER DETAIL <br />PE2 <br /> <br /> <br />2 X LUMBER <br />P,T, RIM JOiST <br /> <br /> <br />SCREEN WALL TO DECK DETAIL <br /> <br />EXISTiNG HOST STRUCTURE <br />WOOD FRAME, MASONRY <br />OR OTHER CONSTRUC, <br /> <br /> <br />1" X Z' OPEN BACK <br />EXTRUSION <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 110 X 1 1/Z' <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 />110 X 1 1/Z' S,M.S, <br />OR WOOD SCREW <br />(1) PER RAFTER OR <br />TRUSS TAIL <br /> <br />HEADER EXTRUSION <br /> <br />SEA!.JINT <br /> <br />#10 X 3/4. S,M,S, <br />OR WOOD SCREW <br />SPACED @ 1 Z' O,C, <br /> <br />@ ROOF PANEL TO FASCIA DETAIL <br />PE- <br /> <br /> <br /> <br /> <br />SEALANT <br /> <br />3 1/2" X 2" SUPER GUTTER CLIP <br />FASTEN W/ (2) #8 X 9/16" S,M,S, <br />SPACED @ 24" O.C, <br /> <br />SEA!.JINT <br /> <br />#10 X 4. S,M.S, W/ 1/4" X 1 1/2" <br />NEOPRENE BACKED S.S, WASHER <br />SPACED @ 12" O.C, <br /> <br />3" RECEIViNG CHANNEL <br />FASTEN TO PANEL W/ #8 X 9/16" S,M,S, <br />BOTH SIDES SPACED @ 6" D.C. <br />J" ROOF PANEL W/ MIN, 1/4" /Ff, SLOPE <br />1/4. X 8" LAG SCREW <br />(1) PER TRUSS/RAFTER TAIL, <br />A."JD 1/4" X 5" !.JIG SCREW <br />SPACED @ 1Z' O.C. <br /> <br />1/2" DIA. SCH, 40 PVC FERRULE <br /> <br />#10 X 2' S,M.S <br />SPACED @ 1 Z' D.C. <br /> <br />SUPER GUTTER <br /> <br />SUPER GUTTER - EXISTING ROOF TO PANEL ROOF DETAIL" A" <br /> <br /> <br /> <br />SEALANT <br /> <br />5 1 /Z' X 2" SUPER GUTTER CLIP <br />FASTEN W/ (2) #8 X 9/16" S,M.S, <br />SPACED @ 24" O,C. <br /> <br />#10 X Z' S,M,S, <br />SPACED @ 12" O,C, <br />Z' GUTTER LIP ON PANEL <br />SEALANT <br />1/'1' DIA. SCH. 40 PYC FERRULE <br />1/4" X 8" !.JIG SCREW <br />(1) PER TRUSo/RAFTER TAil, <br />AND 1/4. X 5 !.JIG SCREW <br />SPACED @ , Z' O,C, <br /> <br />" <br /> <br />3" HEADER EXTRUSION <br />FASTEN TO PANEL W/ <br />#8 X 9/16" S,M,S. EACH SIDE <br />SPACED @ 1 Z' O,C, <br />FASTEN TO GUTTER W/ <br />LAG BOLT AS SHOWN <br />3" ROOF PANEL W/ MIN, <br />1/4. /Ff. SLOPE <br /> <br />SUPER GUTTER - EXISTING ROOF TO PANEL ROOF DETAIL" 8" <br /> <br />REVISIONS <br /> <br />i'i'N <br />lI"lNO <br />N UH() <br />lI"lNN <br />I I I <br />O'lll"l~ <br />NlI"lll"l <br />NCOCO <br />I I I <br />Ol'f)l'f) <br />o~~ <br />COCO CO <br />.!..-lX <br /><< <br />wUlL. <br />00 <br />--l <br />3 <br />z <br />o <br />i= <br />< <br />z <br /> <br /> <br />!J <br />..JLD <br />((~ <br />~iD <br />U~ <br />:J~ <br />n:~ <br />;,-i <br />Ul <br /> <br />o <br /><< <br />00 <br />0:::- <br />0::: <br />~o <br />z-l <br /><lL. <br />co . <br />0:::0::: <br />:)< <br />CO~i' <br />(J)i' <br />OO'D <br />lI"l-l~ <br />l'f)0l'f) <br /> <br />SCALE. <br />3" = 1" <br /> <br />DATE: <br /> <br />05-02-96 <br />DRAWING #: <br />ENGDTLS2 <br />DRAWN eY: <br />JYF <br /> <br /> <br />SEAL <br /> <br />SHEET # <br /> <br />[L@w[j'@[j'j)@@ ~a ~@[j'j)[j'j)@W~ [F)a~a <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT <br />1 139 HERBERT STREET <br />PORT ORANGE, FLORIDA 32119 <br />TEl. (904) 767-4774 <br /> <br />TYPICAL CONNECTION DETAILS <br /> <br />(Q; [Q)~ <br /> <br />~ <br />~ <br />@ <br />~ <br />~ <br />,Q,. <br />f!M <br />@, <br />f!M <br />~ <br />@ <br />~ <br />~ <br />r9l <br />i <br />~ <br />