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<br />96 DETAIL DELETED 2
<br />A-4 SCALE11-i/2'=1'-0'
<br />7
<br />A-4
<br />SIM, \
<br />16'-0'
<br />TOP OF MASONRY
<br />7
<br />A-4
<br />SIM, I II
<br />13'-4'
<br />o TOP OF STEEL FIR:
<br />—
<br />CONC. TIE BEAM 8 X16
<br />W/2-#4 T&B #3 TIES @ I Ih'1
<br />24' D.C. (POCKET BEAM j ll•I
<br />4'X8' AT JOIST j
<br />LOCATIONS)
<br />II
<br />BAR JOISTS ('K' SERIES)
<br />II
<br />MEMBRANE ROOFING ON
<br />RIGID INSULATION &
<br />METAL DECKING
<br />EXTERIOR LATEX PAINT II
<br />ON CEMENT PLASTER, TYP,
<br />II
<br />II
<br />GR❑UT FILLED KNOCKOUT
<br />BLOCK W/ 2-#4 CONT,
<br />PREFINISHED METAL
<br />COPING
<br />P,T, WOOD BLOCKING W/
<br />1/4' DIA. ANCHOR BOLTS
<br />@ 2'-0' O,C.
<br />4' CANT
<br />MEMBRANE ROOFING UP &
<br />OVER PARAPET BLOCKING
<br />RIGID INSULATION
<br />METAL DECKING (SEE
<br />STRUCTURAL DRAWINGS)
<br />BAR JOISTS (SEE
<br />STRUCTURAL DRAWINGS)
<br />COCRETE TIE BEAM (SEE
<br />STRUCTURAL DRAWINGS)
<br />7 PARAPET DETAIL
<br />A-4 SCALD 1-1/2'=1'-0'
<br />NEW 6' GUTTER & 4'
<br />DOWNSPOUT W/ HANGERS
<br />@ 5'-0' D.C. MAX, (TIE TO
<br />STORMWATER DRAINAGE
<br />SYSTEM - SEE CIVIL
<br />DRAWINGS)
<br />PREFINISHED METAL DRIP
<br />EDGE
<br />P.T. WOOD BLOCKING W/
<br />1/4' DIA, ANCHOR BOLTS
<br />@ 2'-0' D.C.
<br />MEMBRANE ROOFING
<br />RIGID INSULATION
<br />METAL DECKING (SEE
<br />STRUCTURAL DRAWINGS)
<br />BAR JOISTS (SEE
<br />STRUCTURAL DRAWINGS)
<br />COCRETE TIE BEAM (SEE
<br />STRUCTURAL DRAWINGS)
<br />8 FLASHING DETAIL
<br />A-4 SCALD 1-1/2'=1'-0•
<br />9 DETAIL DELETED 2
<br />A-4 SCALEI 1-1/2•=1'-0'
<br />GA10 DETAIL DELETED 2
<br />—4 SCALE
<br />11-1/2'=1'-0''
<br />11 ROOF ACCESS LADDER
<br />A-4 SCALE13/8'=1'-0'
<br />MEMBRANE ROOFING ON MEMBRANE ROOFING ON MEMBRANE ROOFING ON MEMBRANE ROOFING ON
<br />RIGID INSULATION & RIGID INSULATI❑N & RIGID INSULATION & RIGID INSULATION &
<br />METAL DECKING 7 —� METAL DECKING 7 +� METAL DECKING METAL DECKING
<br />A-4 \ A-4 dh
<br />14'-8' A 14'-8' + ,�
<br />TOP OF MASONRY I TOP OF MASONRY I ;J TOP OF MASONRY I "J
<br />13'-4' I ,,� 13'-4' I ,� VARIES I A-4 \
<br />TOP OF STEEL ( '' STOP OF STEEL _ TOP OF STEEL '
<br />♦ ♦ N ♦ i 12'-9 1/2,
<br />TOP OF STEEL
<br />CONC. TIE BEAM 8'X16' ±}f' > CONC, TIE BEAM 8'X16' CONC, TIE BEAM 8'X16'
<br />W/2-#4 T&B #3 TIES @ \ W/2-#4 T&B #3 TIES W/2-#4 T&B #3 TIES @ G -�_� / ♦ I �I
<br />24' O.C. (POCKET BEAM \ 24' O,C, (POCKET BEAM `�� 24' O,C, (POCKET BEAM CONIC, TIE BEAM 8'X16' I /
<br />4'X8' AT JOIST I 4'X8` AT JOIST 4'XB' AT JOIST �'
<br />W/2-#4 T&B #3 TIES @ /
<br />LOCATIONS) LOCATIONS) ��� LOCATIONS) �`� 44X8� ATJOIST
<br />BEAM WV \
<br />LOCATIONS) II
<br />EXTERIOR LATEX PAINT EXTERIOR LATEX PAINT
<br />ON CEMENT PLASTER TYP, I ❑N CEMENT PLASTER, TYP,
<br />CE EXTERIOR LATEX PAINT
<br />STND, 8' C.M.U. CONST. W/
<br />BAR J❑ISTS ('K' SERIES) STND, 8' C,M,U, CONST, W/ BAR JOISTS ('K' SERIES) I BAR JOISTS <'K' SERIES) ON CEMENT PLASTER, TYP,
<br />(I I,I
<br />II
<br />BAR JOISTS I SERIES)
<br />HORIZ. REINF. @ 16' D.C. H❑ EINF, @ 16'
<br />& 1-#5 VERT, IN FILLED & 1-#5 VERT, IN FILLED STND, 8' C,M,U, CONST, W/
<br />CELL @ 4'-0' ❑,C. MAX, CELL @ 4'-0' O,C. MAX, HORIZ, REINF, @ 16' D.C.
<br />& 1-#5 VERT. IN FILLED I
<br />EXTERIOR LATEX PAINT CELL @ 4'-0' D.C. MAX,
<br />\ \ ON CEMENT PLASTER, TYP, I 71-4 \
<br />I � I I '� i I' �►•.
<br />STOREFRONT HEAD I STOREFRONT HEAD ( , ~ DOOR HEAD I I
<br />♦ 7 ♦ it I I 4
<br />A-5 II A-5 I !11 it A-5
<br />it
<br />Ell 11 IA ALUMINUM STOREFRONT ALUMINUM STOREFRONT
<br />II SYSTEM, TYPICAL SYSTEM, TYPICAL
<br />I
<br />STND, 8' C,M,U, CONST, W/ II 8 I
<br />HORIZ, REINF, @ 16' ❑,C, A-5
<br />& 1-#5 VERT, IN FILLED
<br />CELL @ 4'-0' O,C, MAX. 2
<br />II A-5
<br />'I
<br />II I
<br />9 II
<br />A-5
<br />II V-4'
<br />0'-0' STOREFRONT SIL ii. 0'-0' 3
<br />FINISH FLOOR II I j FINISH FLOOR , A-5
<br />II FINISH FLOOR
<br />—77
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<br />1 WALL SECTION 2 Z WALL SECTION 3 WALL SECTION
<br />�-4SCALE, 1/2'-1'-0' A-4 SCALD 1/2•=1'-0-0• A-4 SCAM 1/21=11-01
<br />STND, 8' C,M,U. CONST. W/
<br />HORIZ, REINF, @ 16' D.C.
<br />& 1-#5 VERT. IN FILLED
<br />CELL @ 4'-0' O,C, MAX, —
<br />0'-0'
<br />FINISH FLOOR
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<br />HOLLOW METAL DOOR &
<br />FRAME
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<br />Revisions:
<br />8/28/07 - OWNER
<br />2 REQUESTED
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<br />Project Number
<br />06082a
<br />Date
<br />03-19-07
<br />Sheet Number
<br />A-4
<br />
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