|
<br />
<br />.....
<br />..........
<br />
<br />3. WALL PANEL
<br />
<br />1" X 1" ANGLE
<br />
<br />#8 X 9/16" TEK
<br />SPACED @ ~ O,C,
<br />BOTH SIDES.
<br />
<br />c;D PANEL WALL CORNER DETAIL
<br />PE1
<br />
<br />#10 X 1 1/t' S,M,S.
<br />OR WOOD SCREW
<br />SPACED @ 16" O,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" TEi<
<br />SPACED @ F5' O,C.
<br />80TH SIDES
<br />
<br />SEALANT
<br />
<br />3/4" PLYWOOD
<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 9/10' TEK
<br />SPACED @ 8" O,C,
<br />BOTH SIDES
<br />
<br />FOR MASONRY USE 1/4" X 2 1/4"
<br />TAPCON ANCHOR OR EQUAL
<br />SPACED @ 1 t' O,C.
<br />FOR WOOD USE '10 X 1" S.M.S,
<br />DR 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 OTHER CONSTRUC,
<br />
<br />\ FOR MASONRY USE 1/4" 'x 1
<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 />SEAlANT
<br />
<br />J" HEADER
<br />EXTRUSION
<br />
<br />1/4"
<br />
<br />
<br />#8 X 9/16" TEK
<br />SPACED @ ~ O,C,
<br />BOTH SIDES
<br />
<br />(J;;) ROOF PANEL TO
<br />PE-
<br />
<br />HOST DETAIL
<br />
<br />
<br />,024 X 1 t' ALUM.
<br />RIDGE CAP
<br />
<br />1/4" X 2 1/2"
<br />H,H,M, n,RU-BOLT
<br />W/ NUT & WASHERS
<br />SPACED @ 16" O.C.
<br />
<br />~
<br />
<br />#8 X 9/16" TEK~
<br />SPACED @ 16" O.C,
<br />BOTH SIDES
<br />
<br />SELF -MATE BEAM
<br />
<br />@ ROOF TO
<br />PE-
<br />
<br />RIDGE BEAM DETAIL
<br />
<br />
<br />#8 X 9/16" TEi<
<br />SPACED @ go O,C,
<br />BOTH SIDES
<br />
<br />SEA""T r Y
<br />
<br />ROOF PANEL
<br />
<br />.............
<br />..... .. ...............
<br />
<br />:5' VAlANCE EXTRUSION
<br />
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />TYPICAL CONNECTION
<br />
<br />DETAILS
<br />
<br />,024 X 1 rJ' ALUM,
<br />RIDGE CAP
<br />
<br />#10 X 4" S,M.S, W/
<br />1/4. X 1 1/2" S,5,
<br />NEO, BACKED WASHER
<br />SPACED @ 8" O.C.
<br />
<br />
<br />#8 X 9/16" TEK
<br />SPACED @ 24" O,C,
<br />BOTH SIDES
<br />
<br />#8 X 9/16" TEi<
<br />SPACED @ 16" O,C.
<br />80TH SIDES
<br />
<br />
<br />SELF-MATE 8EAM
<br />
<br />@ ROOF TO
<br />PE-
<br />
<br />RIDGE BEAM DETAIL
<br />
<br />
<br />ROOF PANEL
<br />
<br />3" FASCIA EXTRUSION
<br />
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />
<br />lL@w[J@[[i)@@ ~o [ID@[[i)[[i)@W~ ~o~o
<br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT
<br />1139 HERBERT STREET
<br />PORT ORANGE, FLORIDA 321 19
<br />TEl. (904) 767-4774
<br />
<br />REVISIONS
<br />
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<br />
<br />SCALE:
<br />NONE
<br />
<br />OATE:
<br />
<br />05-02-96
<br />ORAWING #:
<br />ENGDTLS 1
<br />
<br />
<br />ORAWN BV,
<br />
<br />JYF
<br />
<br />SEAL
<br />
<br />SHEET #
<br />
<br />~[Q)~
<br />
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