13-1219R-005Y2" PREMOLDED
FILLER JOINT
1-1/2"(CLR.)
T 0. S. (TYP.)
.5,
3"(CLR.)
(TYP.)
Y(CLR.)
(TYP.)
2'-6" (MIN.)
LAP.
SECTION (TYP.)
SCALE 3/4"
in I I
NEW 6x6 STEEL COLUMN
WITH CONCRETE GROUT
FILLED.
71� — 12"x 12" PLATE WITH 4N PRE -DRIL READ
ENCASE COL, AND BASE PLATE HEA
IN CONCRETE 3" MIN. COVER, CONCRETE D ANCHOR BOLT I
4 A
J L
4'- 0 "x4' -0 "x18" DEPTH CONC.
--- ----------------
4
FTG W/ 6#5 E.W. TOP & BOTT
4
'44
EXISTING FOOTING
4
a Q
7
DRILL AND INSTALL REINF.
W/EPDXY INJECTION Ca-) MID
DEPTH
3 SECTION THRU STEEL COLUMN_
SCALE 3/4"
SCALE 3/4"
FOOTING SCHEDULE f'c=3000 psi
MARK OP BASE REINFORCEMENT REMARKS
ELEV. W x L x D BOTTOM TOP
WF-1 MATCH 16" x CONT. x 12" (2)–#5 CONT.
EXIST.
F-2 3/S–1 SEE 4'–O"x4'–O"x18" (6)–#5 E.W. (6)–#5 E.W.
F-3 MATCH 3*-0 "x3'–O"x12" (4)–#5 E.W.
EXIST.
I
S-1
I
3'-6" x 3'-6" 4" CONCRETE
SLAB
-iq
a
a
6'-3"
3' -1 1 2'-4"
WHERE NEW FOOTING
INTERSECTS EXISTING. DRILL 2
AND DOWEL (2)-#5x36" LONG.
WITH EPDXY INJECTION 6" INTO
EXIST. CONC. FOOTING AT MID
DEPTH. (TYP.)
8"x8" STARTING
COLUMN, TYP.
I- - v' -7= "v =F-- 71
A
a
NEW CONC. COLUMN
FOOTING, SEE FTG.
SCHEDULE
— — — — — — — — — — ;Ile
8 "x$" T H I C K N E D E DG
1 #5 CONT .
1 V-5"
I
D/
Z-11
REVISIONS BY
01-17-2014
2 03-24-2014
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3'-6" x 3'-6" 4" CONCRETE
SLAB
-iq
a
a
6'-3"
3' -1 1 2'-4"
WHERE NEW FOOTING
INTERSECTS EXISTING. DRILL 2
AND DOWEL (2)-#5x36" LONG.
WITH EPDXY INJECTION 6" INTO
EXIST. CONC. FOOTING AT MID
DEPTH. (TYP.)
8"x8" STARTING
COLUMN, TYP.
I- - v' -7= "v =F-- 71
A
a
NEW CONC. COLUMN
FOOTING, SEE FTG.
SCHEDULE
— — — — — — — — — — ;Ile
8 "x$" T H I C K N E D E DG
1 #5 CONT .
1 V-5"
I
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01-17-2014
2 03-24-2014
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• 40 '1.
# 761 QCI`,'�
DRAWN
R.L.
CHECKED
i.m.
DATE
10-29-13
SCALE
AS SHOWN
JOB No.
SHEET
S.]
OF 4 SHEETS