00-1078-003 • EXISTING STEEL COLUMN! -
PRE-CAST CONC.Co1ft _; ,: -_ - _ _ _ -_
REVISIONS BY
TOP RA1111Jrs MF
10'x 3a'x 4'W STEEL PLATE SUPPORT WELDED To ---
COLUMN 4 2 - 1/4' x 4' LONG WEDGE ANCHORS
TO HAND RAIL ON EACH SIDE OF STEE COLUMN
(TYP. AT ALL COLUMNS SEE DETAIL)
ANGLE 3'x 3'x 3/I6'x 4'W ELEV.=
TOP OF Tb
W/4 - 1/4' x 4' LONG WEDGE ANCHORS 3'x 3'x 3/16'x 4'W
(TYP. AT ALL ENDS) C1TY - 1/4' ALL END DGE ANCHORS
II II
ii
Mn 1 II II ii
I
nj rn
nn n
L-J"
I
I
ii � � IJ ii
II II II
DECORATIVE
I PRE-CAST CCNC,
AIM r A C O
BALUSTER (TYP.) ' ' {mid
(SEE DETAIL) ELEV.= 9 -6 ® �
i FINISH FLOOR p
DECORATIVE ®J
PRE-CAST CONC.
BlaIDS 3'x 3'x 3/16'x 4'W I I
COLUMN (TYP.) co
W/4- V4'x 4'LONG WEDGE ANCHORS I I OVER EXISTING LU
I I STEEL COLUMN
(TYP?ON BOTH SIDE OF I i i I I rpm
CONC.COLUMp51S SEE DETAIL M) ra
ii II
ii ii � 1
6' x 8' CONC. COLUMN
W/ 403VERT. AND
03 TIES m 6 O.C. (TYP.) Jill I I O
(SEE DETAIL N 1) ELEV.= 0'-0' w tL
FINISH FLOOR
FRONT ELEVATION SCALE: 1/4"=V-0"
Tx 3'x 3/16'x 4'W
ELEV.- 19'-0' ��.` ' Q e ���
TOP OF Tb
W/4 - I/4' x 4' LONG WEDGE ANCHORS
(TYP. AT ALL ENDS)
oa � , . 10 . � ..
ILA
LJ
.4
8.6
DECORATIVE
PRE-CAST CONC. 4,.r
BALUSTER (TYP.) ELEV.= 9'-6' n,
(SEE DETAIL) FINISH FLOOR 0
r
c
"'..
6' X 8' GONG. COLUMN `
AT MID HIGH OF STAIR (1/
A
11114 A 3 VERT. AND !!L
N
03 TIES 's 6' O.G. (TYP.) 0
1
N ELEV.= 0'-0' CA —
FINISH FLOOR '
r.
6' x 8' CONC. COLUMN '
REAR ELEVATION SCALE: 1/4"=V-0" U1/ 4 * 3 VERT. AND
O
03 TIES m 6' O.G. (TYP.) n� � �
(SEE DETAIL " 1) 1lnL � O
x b'LONG TAPCCN W W
Ql CONC.ANCHOR AT UC-
MACH COL UMN f/ If
TOP RAIL Q (1/ ] I� C�
BENDS 3'x 3'x 3/I6'x 4'W � ` !.K_
W/4 - 1/4'x 4'LONG WEDGE ANCHORS V
' II . (TYI° ON EACH SIDE OF ALL ^( CV m m
CONC.COLUh'4ds SEE DETAIL N) l--i -n
i{ x b LONG TAPCON v! `Q
CONC.ANCHOR AT PRECAST CONC.CAP
10' PRECAST CONC.CAP EACH S=STRADE CONT. 6'x 8' CANC.COLUMN
fi WITH 4 0 3 VERTICALS AND '
' :� ��... :.;,; •3 TIES AT VOL.
10 3 BAR AT CENTER
II II O --
3/I6' Op BALUSTRADE 4' PRECAST Bpa.IdgTR3,p1 `9 i i i i EXIST:CONC.STAIR
- - ITYPa TO RECEIVE 3 DOWELS
u OWELS AND u
® ® n r PRECAST BALUSTRADE `;� PRECAST BALUSTRADE .4
-�- _ N (TYP) ° (TYP) ?E I I FILLED W/EPDXY GROUT
cq
AS SILM
WELDED NO.1, rDZUN : Mr.
EXIStIt�s STEEL CoLtlt->r1 SUPPORT 1' PIN.FLOOR SCALE: We • 1-0 CHECKED : P.l...L
Z'
I V 1'
3n6' �• 6' :� 1 DATE : OCT./2000
.Q NOTES.
u 1- ALL CONCRETE USED N THE MANUFACTURING OF PHIS UNITS SHALL HAW A MINKIN SCALE : AS SHOUN
ate'�s"x b"DEEP HOLE #4 ( COMPRESSIVE STRENGTH OF 3M PSI IN 18 DAYS
DRILL JOB NO. 0 - •�
2- REINFORCING STEEL USED SHALL C01OROM TO AST"Abla GRAD):60 NEW BILLET, O JC-1 c
AND PILLED W/Elbow GROUT FREE RUST AND DEBRIS
(USED HIT-HY50 BY HILTI
ACCEPTANCE No.98-0131 3- ALL CONCRETE SURFACES SHALL BE FREE AND CLEAR OF ALL DEBRIS PRIOR SHEET
TO INSTALLATION.
STEEL SUPPORT At COLUMN DETAIL ANGLE DETAIL TYPICAL BALLUSTRADE DETAIL SECTION A-A SCALE: 3/ 1'-0'
TYPICAL(CAL 5ALLUSTRADE ELEVATION +1- THE CONTRACTOR SHALL VERIFY ALL aPTE CONDITIONS AND DIMENaIONa PRIOR
SCALE: N.T.S. SCALE: N.T.S. SCALE: 3/4' = I'-0' SCALE: 3/4' = I'-0' Tom IC INSTALLATION DIT10Na ARE SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES OR
CF SHEETS