00-1077-001 EXISTING STEEL COLUMN
REVISIONS 5y
PRE-CAST CONC.COLUMN
TOP RAILMG ;_ _ _- -_- '•.- 1 1I l/00 1'1F
10'x 3/16'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)
ELEV.- 19'-0'
ANGLE 3'x 3'x3/I6'x4'W 3'x 3'x3/16'x4'W TOP OF Tb
W/4 - 1/4' x 4' LONG WEDGE ANCHORS W/4 - 1/4' x 4' LONG WEDGE ANCHORS
(TYP. AT ALL ENDS) (TYP. AT ALL ENDS)
tl` 1-1 It I II � II ri Fn]
II 1-' II a
I I I I I I DECORATIVE Lu 0
I I I I I I PRECAST CONC.
BALUSTER (TYP.) ELEV.= 9'-6'
(SEE DETAIL) FINISH FLOOR 0
DECORATIVE
PRE-CAST CONC.
co
BENDS 3'x 3'x 3/I6'x 4'W I I COLUMN (TYP.)
OVER EXISTINCs
W/4 - V4'x 4'LONG WEDGE ANCHORS i i STEEL COLUMN
(TYP.ON BOTH SIDE OF
CONC.COLUMNS SEE DETAIL N)
II II ❑ � v
1
0 -�
6' x 8' CONC. COLUMN A a:
UJ/ 4 N 3 VERT. AND
03 TIES i► 6' O.G. (TYP.) it I I I I
(SEE DETAIL 1) FINISH FLOOR
FRONT E SCALE: 1/4"=l'-O" V`
ELEV.- 19'-0'
3'x 3'x 3/I6'x 4'W TOP OF Tb �.�, •,•• `, '� a '
W/4 - 1/4' x 4' LONG WEDGE ANCHORS
(TYP. AT ALL ENDS)
rol rol rol 0
n ni
DECORATIVE
FIRE-CAST CONC.
IBALUSTER (TYP.) ELEV.= 9'-6' n,
1!L
(SEE DETAIL) FINISH FLOOR 0 �
LL
V �
z 0
6' X 8' CONC. COLUMN
AT MID HIGH OF STAIR
WI 4 N 3 VERT. AND 0
0 03 TIES 9 6' O.C. (TYP.)
N N ELEV.= 0'-0' vJ
FINISH FLOOR r� Y�.
6' x 8' CONIC. COLUMN U
REAR ELEVATION SCALE: 1/4"=1'-0" Q UJ/ 4 M 3 VERT. AND
03 TIES a 6' O.C. (TYP.)
(SEE DETAIL " 1)
w ��-
} ]z � {
1/4"x 6'LONG TAPCON to w
Qj CONC.ANCHOR AT
4BACO NC.COLL QL Q�
()/
BENDS 3'x3'x3/I6'x4'W TOP RAIL Q v
W/4 - 1/4'x 4'LONG WEDGE ANCHORS
(TYP. EACH SIDE ALL ^ N m m
CONIC..C COLUMNS SEE DETAIL 1) 1�
x 6"LONG TAPCON
CONC.ANCHOR AT PRECAST CONC.CAP
10' PREC46t CONIC.CAP 134CH BALUSTRADE � CONT. WITH 4 4 3�VERTICALS AND
' 3 TIES AT 6' OTC. C�
3 -
i� �
,a
10 3 BAR At CENTER 0
_.
p' Op BALUSTRADE J I I I I
A n,
4' PST s"TRADE s�,¢ i i EXIST.CONC.STAIR !!L
3 (TYP) a x b DEEP HOLES n�6 1 TO RECEIVE•3 DOWELS AND 1L
�. *; PRECAST BALUSTRADE `Q g n FCASt BALUSTRADE .4 ! i FILLED W/EPDXY GROUT
s« n (TYP) SHOWN
cn
I ( AS SHO
hTAI�. N0.1 oRAI
1 WELDED ccti v '• FIN FLOOR SCALE: �� 11.01 p
1 SUPPORT �� CHECKED : P.L.L
EXISTING STEEL COLUMN J i j 26 cAI
I I
� DATE : OCT.1200rID
NOTES:
3/16' 4' 6 , 1- ALL CONCRM USED IN THE MAMJFACTURING OF THIS UNITS SHALL HAVE A MINIMUN SCALE AS SHOWN
g COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS
3/16'
DRILL Vi"x 6"DEEP HOLE
( ` Z- REINFORCING STEEL USED SHALL CONFROM t0 AS'I'M A615 GRADE 60 NEW BILLET J05 NO: 00-JC-I
AND FILLED W/EPDXY GROUT
FREE Runt AND DEBRIS.
(USED HIT-H1'150 BY HILTI SHEET 41
ACCEPTANCE No.W-0131 3- ALL CONCRETE SURFACES SHALL BE FREE AND CLEAR OF ALL DEBRIS PRIOR
TO INSTALLATION. . ,
STEEL 5UPPORT AT COLUMN DETAIL ANGLE DETAIL TYPICAL 5A!_LUSTRAUE DETAIL SECTION A-A SCALE: 3/4' = I'-m' TYPICAL 5ALLUSTRADE ELEVATION 4- THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR
TO INSTALLATION AND SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES OR
SCALE: N.T.S. SCALE: N.T.S. SCALE: 3/4' - I'-0' _
SCALE: 3/4' - 1'-0' SPECIAL coNDltlonls ARE FOUND.
OF SHEETS