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CONT. L4'X3' STEEL
<br />ANGLE
<br />PREFINISHED METAL
<br />C❑PING
<br />P.T, WOOD BLOCKING W/
<br />1/4' DIA. ANCHOR BOLTS
<br />@ 2'-0' D.C.
<br />GROUT FILLED KNOCKOUT
<br />BLOCK W/ 2-#4 CONT,
<br />SPLIT FACE MASONRY
<br />VENNER W/ GALV, TIES
<br />@ 16' ❑C. EA, WAY
<br />MEMBRANE R❑❑FING UP &
<br />OVER PARAPET BLOCKING
<br />STND. 8' C.M.U. CONST, W/
<br />HORIZ, REINF, @ 16' ❑.C,
<br />& 1-#5 VERT, IN FILLED
<br />CELL @ 4'-0' ❑,C, MAX.
<br />6 PARAPET DETAIL
<br />A-4 SCALES 1-1/2"=1'-0'
<br />GROUT 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' D.C.
<br />4' CANT
<br />MEMBRANE RO❑FING 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 SCALES
<br />6 _
<br />A-4 ♦
<br />16'-0' -- MEMBRANE R❑❑FING ON
<br />TOP STEEL }: RIGID INSULATION &
<br />7 METAL DECKING
<br />A-4 i^� A-4 -.. "
<br />14'-8' 14'-8' f
<br />7 = TOP OF STEEL I '{ ;: TOP OF STEEL I }
<br />A-4
<br />SIM. II
<br />13'-4' 13'-4' I 13'-4'
<br />TOP OF STEEL - TOP OF STEEL TOP OF STEEL
<br />♦ it ♦ � ���"E, ` ♦ :,
<br />CON(, TIE BEAM 8'X16' I CON(, TIE BEAM 8'X16' CONC. TIE BEAM B'X16' i
<br />W/2-#4 T&B #3 TIES W/2-#4 T&B #3 TIES @ W/2-#4 T&B #3 TIES @
<br />24' ❑,C, (POCKET BEAM .I 24' O,C, (POCKET BEAM 24' O.C. (POCKET BEAM
<br />4'X8' AT JOIST IUD / 4'X8' AT JOIST II 4'XB' AT JOIST
<br />LOCATIONS) I LOCATIONS) LOCATIONS)
<br />EXTERIOR LATEX PAINT EXTERIOR LATEX PAINT
<br />ON CEMENT PLASTER, TYP, II ON CEMENT PLASTER, TYP,
<br />BAR JOISTS ('K" SERIES) BAR JOISTS C'K' SERIES)
<br />STND, 8' C,M.U, CONST, W/ II STND, 8' C.M.U. CONST. W/ II
<br />SPLIT FACE MASONRY II HORIZ, REINF, @ 16' D.C. HORIZ, REINF, @ 16' ❑.C,
<br />VENNER W/ GALV, TIES MEMBRANE ROOFING ON & 1-#5 VERT, IN FILLED & 1-#5 VERT, IN FILLED
<br />@ 16' OC, EA, WAY ii RIGID INSULATION & CELL @ 4'-0' ❑,C. MAX. CELL @ 4'-0' ❑.C, MAX,
<br />2' AIR SPACE, TYP,
<br />7'-4' I
<br />STOREFRONT HEAD
<br />♦
<br />ALUMINUM STOREFRONT
<br />SYSTEM, TYPICAL
<br />MEMBRANE ROOFING ON
<br />RIGID INSULATION &
<br />METAL DECKING
<br />BAR JOISTS ('K' SERIES)
<br />/ II
<br />11
<br />gh 7'-4'
<br />STOREFRONT HEAD
<br />♦ 1
<br />II A-5
<br />ALUMINUM STOREFRONT
<br />SYSTEM, TYPICAL
<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 SCALES
<br />7
<br />A-4 � � ~ ♦�
<br />TOP OF STEEL
<br />A� VARIES
<br />TOP OF STEEL ' 4
<br />CONC. TIE BEAM B'X16'
<br />W/2-#4 T&B #3 TIES @
<br />24' D.C. (POCKET BEAM
<br />4'X8' AT JOIST
<br />LOCATIONS)
<br />II
<br />II
<br />II
<br />EXTERIOR LATEX PAINT
<br />ON CEMENT PLASTER, TYP,
<br />STND. 8' C.M,U, CONST, W/ II 8 II II
<br />HORIZ, REINF. @ 16' O.C. A-5 II
<br />& 1-#5 VERT, IN FILLED
<br />CELL @ 4'-0' ❑.C, MAX.
<br />STND, 8' C,M,U. C❑NST, W/
<br />I A_5 HORIZ, REINF. @ 16' D.C.
<br />& 1-#5 VERT, IN FILLED
<br />u I CELL @ 4'-0' D.C, MAX.
<br />GLAV. MTL, FLASHING W/
<br />WEEP HOLES @ 24' D.C, -
<br />KT'* WALL SECTION
<br />�-4 SCALES 1/2'=1'-0'
<br />STOREFRONT SILL
<br />0'-0'
<br />16
<br />FINISH FLOOR I-
<br />2 WALL SECTION
<br />A — 4 SCALEs
<br />MEMBRANE ROOFING ON
<br />RIGID INSULATION &
<br />METAL DECKING
<br />BAR JOISTS ('K' SERIES)
<br />SPLIT FACE MASONRY
<br />VENNER
<br />GALV, VENEER TIES @
<br />16' ❑C, EA, WAY
<br />2' AIR SPACE, TYPICAL
<br />STND. 8' C,M,U, CONST, W/
<br />HORIZ, REINF, @ 16' D.C.
<br />& 1-#5 VERT, IN FILLED
<br />CELL @ 4'-0' D.C, MAX.
<br />ALUMINUM STOREFRONT
<br />SYSTEM, TYPICAL
<br />EXTERIOR LATEX PAINT
<br />ON CEMENT PLASTER, TYP,
<br />9 PLAN DETAIL
<br />A-4 SCALES
<br />SPLIT FACE MASONRY
<br />VENNER
<br />GALV. VENEER TIES @
<br />16' ❑C, EA. WAY
<br />a
<br />2' AIR SPACE, TYPICAL
<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 />K'10""NPLAN DETAIL
<br />A-4 SCALES 1-1/2"=1'-0'
<br />MEMBRANE ROOFING ON
<br />RIGID INSULATION &
<br />METAL DECKING
<br />8 _ _
<br />12'-9 1/2' 1
<br />TOP OF STEEL
<br />��.
<br />CONC, TIE BEAM B'X16' ♦ J y Of
<br />W/2-#4 T&B #3 TIES @ �U
<br />24' ❑.C. (POCKET BEAM
<br />4'X8' AT JOIST
<br />LOCATIONS)
<br />EXTERIOR LATEX PAINT I r�
<br />ON CEMENT PLASTER, TYP,
<br />STND, 8' C,M,U, CONST. W/ I BAR JOISTS ('K' SERIES)
<br />HORIZ, REINF. @ 16' D.C.
<br />& 1-#5 VERT. IN FILLED
<br />CELL @ 4'-0' D.C. MAX,
<br />40,
<br />ll; l
<br />7'-4' I
<br />DOOR HEAD r
<br />I � 4
<br />II A-5
<br />II
<br />HOLLOW METAL DOOR & II
<br />FRAME II
<br />II
<br />II
<br />II 5
<br />II A-5
<br />II
<br />II
<br />II
<br />II
<br />II
<br />FINISH FLOOR tl
<br />A-5
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<br />Revisions:
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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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