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<br />3" <br /> <br /> <br />Z' x 2" ANGLE <br /> <br />... <br />, . , , . , . . . , . . . <br /> <br />," X ," ANGLE <br /> <br />Ha x 9/16" TEK <br />SPACED @ 8" D.C. <br />80TH SIDES. <br /> <br />G) PANEL WALL CORNER DETAIL <br />PE1 <br /> <br />"0 X 1 1/t' S.M.S. <br />OR WOOD SCREW <br />SPACED @ 16" D.C. <br /> <br /> <br />110 X :3/4" S.M.S. <br />OR WOOD SCREW <br />SPACED @ 16" O.C. <br /> <br />3" RECENING CHANNEL <br />EXTRUSION <br /> <br />#8 X 9/16" TEK <br />SPACED @ 6" O.C. <br />BOTH SIDES <br /> <br />SEAUlNT <br /> <br />:3/4" PLYWOOD <br /> <br />2 X P.T. <br />JOIST <br /> <br />2 X P.T. HEADER <br /> <br />@ PANEL WALL TO DECK DETAIL <br />PE1 <br /> <br />EXISTiNG HOST STRUCTURE <br />WOOD FRAME, MASONRY <br />OR OTHER CONSTRUC. <br /> <br /> <br />#8 X 9/16" TEK <br />SPACED @ 8" O.C. <br />BOTH SIDES <br /> <br />FOR MASONRY USE 1/4" X 2 1/4" <br />TAPCON A~CHOR OR EQUAL <br />SPACED @ 1 t' O.C. <br />FOR WOOD USE , lOX 1" S.M.S. <br />OR WOOD SCREW <br />SPACED @ 1 t' O.C. <br /> <br /> <br />PANEL WALL TO HOST DETAIL <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME, MASONRY <br />OR OTrlER CONSTRUC. <br /> <br />\ FOR f.I.ASONRY USE 1/4" X 1 1/4" <br />TAPCON ANCHOR OR EQUAL <br />SPACED @ 24" O.C. <br />FOR WOOD USE #10 X 1 1/t' <br />S.M.S. OR WOOD SCREW <br />SPACED @ 1 t' O.C. <br />SEAUlNT <br /> <br />3" HEADER <br />EXTRUSION <br />SEAUlNT <br /> <br /> <br />#a X 9/18" TEK <br />SPACED @ 8" e.c. <br />80TH SIDES <br /> <br />~ ROOF PANEL TO <br />PE- <br /> <br />HOST DETAIL <br /> <br />.024 X 1 t' ALUM. <br />RIDGE CAP <br /> <br />3" HEADER <br />EXTRUSION <br /> <br /> <br />SEAUlNT <br /> <br />1/4" X 2 1/2" <br />H.H.M. THRU-80LT <br />w/ NUT de WASHERS <br />SPACED @ 18" O.C. <br /> <br /> <br />SElf-MATE 8EAM <br /> <br />#a X 9/16" TEK <br />SPACED @ 16" O.C. <br />BOTrl SIDES <br /> <br />@ ROOF TO <br />PE- <br /> <br />RIDGE BEAM DETAIL <br /> <br /> <br />............ <br />"......., <br /> <br />:s' VAUlNCE EXTRUSION <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />TYPICAL CONNECTION <br /> <br />DETAILS <br /> <br />.024 X 1 d' ALUM. <br />RIDGE CAP <br /> <br />#10 X 4" S.M.S. w/ <br />1/4" X 1 1/2" S.S. <br />NEO. BACKED WASHER <br />SPACED @ a" O.C. <br /> <br /> <br />#8 X 9/16" TEK <br />SPACED @ 6" O.C. <br />BOTH SIDES <br /> <br />H8 X 9/1f5' TEK <br />SPACED @ 24" D.C. <br />80TH SIDES <br /> <br />#a X 9/16" TEK <br />SPACED @ 16" O.C. <br />BOTH SIDES <br /> <br /> <br />SELF-MATE BEA,'" <br /> <br />@ ROOF TO <br />PE- <br /> <br />RIDGE BEAM DETAIL <br /> <br /> <br />'\" ,,~ FERRULE <br /> <br /> <br /> <br />I <br /> <br />ROOF PANEL <br /> <br />", <br />............."... <br /> <br />STANDARD HOUSE <br />GUTIER <br /> <br />:r FASCiA EXTRUSION <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />[L@W[J'@[fi)@@ ~o ~@[fi)[fi)@W~ [FJo~o <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT <br />11:39 HERBERT STREET <br />PORT ORANGE, FLORIDA 32119 <br />TEL. (904) 767-4774 <br /> <br />REVISIONS <br /> <br />i"'-i"'-N <br />lJ)NO <br />N\OIXJ <br />lJ)NN <br />I I I <br />mlJ).;t <br />NlJ)Lf1 <br />NCOIXJ <br />I I I <br />Ofoi')foi') <br />0.-.- <br />IXJIXJIXJ <br />l-.JX <br /><< <br />w()lL.. <br />00 <br />- -.J <br />3: <br />z <br />o <br />i= <br />< <br />z <br /> <br /> <br />~ <br />.JtlI <br /><(~ <br />I-um <br />> <br />uw <br />:J~ <br />a~ <br />luffi <br />11l <br /> <br />o <br /><< <br />00 <br />0:: - <br />0:: <br />~o <br />z-.J <br /><lL.. <br />m _ <br />0::0:: <br />::)< <br />m::::!:i"'- <br />V'li"'- <br />00\0 <br />lJ)-.J.;t <br />l"10foi') <br /> <br />SCALE:: <br />NONE <br /> <br />DATE: <br /> <br />05-02-96 <br /> <br />DRAWING #: <br />ENGDTLS 1 <br /> <br />DRAWN av. <br />JYF <br /> <br /> <br />SEAL <br /> <br />SHEET # <br /> <br />~[Q)~ <br /> <br />~ <br />~ <br />@ <br />~ <br />i <br />i!&! <br />@b <br />i!&! <br />~ <br />@ <br />~ <br />2 <br />IQ) <br />i <br />~ <br />