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<br />/}10 X 1 1/2" S.M.S. <br />SPACED @ 24" D.C. <br /> <br />SCREEN <br /> <br /> <br />SCREEN <br /> <br />t' X 2" POST EXTRUSION <br /> <br />~ SCREEN ROOM <br />PE2 <br /> <br />CORNER DETAIL <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 t' OPEN BACK <br />EXTRUSION <br /> <br />SCREEN WALL TO HOST DETAIL <br /> <br /> <br />EXISTiNG FASCIA <br /> <br />1110 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 />. . . . , . . . ,. ,... . . <br />. . . . . . . . . . . . . . . . . . . , . <br /> <br /> <br />3" ROOF PANEL <br /> <br />#10 X 3/4" S.M.S. <br />OR WOOO SCREW <br />SPACED @ 1 t' D.C. <br /> <br />@ ROOF PANEL TO FASCIA DETAIL <br />PE- <br /> <br /> <br /> <br /> <br />SEALANT <br /> <br />3 1/2" X 2" SUPER GUTIER CLIP <br />FASTEN W/ (2) #8 X 9/1 fj S.I-.4.S. <br />SPACED @ 24" D.C. <br /> <br />SEALANT <br /> <br />#10 X 4" S.M.S. W/ 1/4" X 1 1/t' <br />NEOPRENE BACKED S.S. WASHER <br />SPACED @ 12" D.C. <br /> <br />3. RECEIViNG CHANNEL <br />FASTEN TO PA."'EL W/ #8 X 9/10' S.M.S. <br />BOTH SIDt:S SPACED @ 6" D.C. <br />3" ROOF PANEL WI MiN. 1 14. 1FT. SLOPE <br />1/4" X i1' LAG SCREW <br />(1) PER TRUSS/RAFTER TAil, <br />AND 1/4. X 5" LAG SCREW <br />SPACED @ , t' D.C. <br /> <br />1/t' DIA. SCH. 40 PVC FERRULE <br /> <br />#10 X 2' S.M.S <br />SPACED @ 1 t' D.C. <br /> <br />SUPER GUTIER <br /> <br />SUPER GUTIER - EXISTING ROOF TO PANEL ROOF DETAIL "A' <br /> <br /> <br />5 1/2. X 2. SUPER GUTIER CLIP <br />FASTEN W/ (2) #8 X 9/1 fj S.M.S. <br />SPACED @ 24" D.C. <br />#10 X t' S.M.S. <br />SPACED @ 1 t' D.C. <br />2" GUTIER LIP ON PANEL <br />SEALANT <br />1/2" DIA. SCH. 40 PVC FERRULE <br />1/4" X i1' LAG SCREW <br />(1) PER TRUSo/RAFTER TAIL, <br />AND 1/4" X 5 LA.G SCREW <br />SPACED @ 12" O.C. <br />3. HEADER EXTRUSION <br />FASTEN TO PANEL 1'1/ <br />#8 X 9/16. S.M.S. EACH SIDE <br />SPACED @ 1 t' O:C. <br />FASTEN TO GUTIER I'll <br />LAG BOLT AS SHOWN <br />J" ROOF PANEL WI MIN. <br />1/4./FT. SLOPE <br /> <br />SUPER GUTIER - EXISTING ROOF TO PANEL ROOF DETAIL 1I 8" <br /> <br />TYPICAL CONNECTION DETAILS <br /> <br />REVISIONS <br /> <br />i'i'N <br />L()NO <br />N ~!)(O <br />L()NN <br />J J I <br />(j)L()-..t <br />NL()L() <br />NOOOO <br />I I I <br />Ol<')l<') <br />o~.... <br />000000 <br />.!.-lX <br /><(<( <br />wUlJ... <br />00 <br />--l <br />3: <br />Z <br />o <br />i= <br /><( <br />z <br /> <br /> <br />o <br /><(<( <br />00 <br />0;::- <br />0::: <br />~o <br />z-l <br /><(lJ... <br />CO . <br />0;::0;:: <br />:::l<( <br />co::!ti' <br />(Ill' <br />ooc.o <br />L()-l-..t <br />l<')0l<') <br /> <br />SCALE: <br />3" = 1" <br /> <br />DATE, <br /> <br />05-02-96 <br />DRAWING #: <br />ENGDTLS2 <br /> <br /> <br />DRAWN BV, <br /> <br />SHEET # <br /> <br />UW[{'@ITi)@@ ~a ~@[J1)[J1)@Wi W> a ~a <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT fr:irtyG)) <br />1139 HERBERT STREET ~~~ <br />PORT ORANGE, FLORIDA 32119 <br />TEL. (904) 767-4774 <br /> <br />~ <br />;'g <br />@ <br />I <br />f!M <br />@. <br />f!M <br />~ <br />~ <br />~ <br />@ <br />~ <br />~ <br />