13-1219R-004Y2" PREMOLDED
FILLER JOINT
1-1/2"(CLR.)
T. 0. S. (TYP.)
x x — x
3"(CLR.)
(TYP.)
3"(CLR.)
(TYP.)
2'-6" (MIN.)
LAP.
SECTION (TYP.)l
SCALE 3/4"
NEW 6x6 STEEL COLUMN
WITH CONCRETE GROUT
FILLED.
4" CONCRETE SLAB
I I I . — 12"xi 2" PLATE WITH 4-5/8"
�
ENCASE COL, AND BASE PLATE I HEAD ANCHOR BOLT IN PRE-READ
DRIL
IN CONCRETE 3" MIN. COVER,-------
- :v CONRETE
JA 4'-0"x4'-0"x 18" DEPTH CONC.
4 FTG W/ 6#5 E.W. TOP & BOTT
Q" 4
EXISTING FOOTING
DRILL AND INSTALL REINF.
W/EPDXY INJECTION @) MID
DEPTH
SECTION THRU STEEL COLUMN_
SCALE 3/4"
FOOTING SCHEDULE
f'C=3000 psi
---I F -3
TOP
BASE
REINFORCEMENT
F-
MARK
SIDE OF WINDOWS OVER
EXISTING
REMARKS
BOTTOM
TOP
YOPENING.
ELEV.
W x L x D
0
L- — SCHEDULE
u
0
0
8 "x 8"
B
WF-1
MATCH
16" x CONT. x 12"
(2)-#5 CONT.
CO
FTG. SCHEDULE
11'-5"
EXIST.
CD
>
L
THRU -Y4"O HOLE
F-2
SEE
�
4'-O"x4'-O"xl8"
(6)-#5 E.W.
(6)-#5 E.W.
C0
3/S-1
3
-2
F I
F-3
<
3'-O"x3'-O"x12"
(4)-#5 E.W.
0
6)
In
L
I
I l
I
(a)
F-4
@)
3'-6"x3'-6"x24"
(6)-#5 E.W.
-,z
§
8"x 12" CONCRETE
0
CL
LO
SCALE 3/4"
48db LAP (MIN.) LONGITUDINAL
(TYP. TO ALL REINFORCING (TOP &
BARS
CORNERS1 BOTTOM) (TYPICAL)
V)
-j [If
U-i
0- 0 0
< 1-- u
11� U)
>- �
00 PROVIDE STD. HOOK ON
CO
INSIDE BEAM REINF.
WALL FOOTING (SEE
SCHEDULE)
PLAN AT CORNER
FTNG. REINF. DEVELOPMENT DETAIL
N.T.S.
NEW 4" CONC. SLAB ON GRADE
REINF. W/ 6x6-W1.4xW1.4 W.W.F.
ON COMPACTED FILL. BROOM
FINISH
I - I
x— x— x-
YCLR
8"x8" THICKENED (TYP.)
EDGE W/ 1-#5 n
CONT.
E S
4 TYPICAL THICKENED EDGE SECTION A3
mk – 0'– 4 1 /2
F.F.E.
CENTER COL.
NEW 4" CONC. SLAB •
GRADE REINF. W/
6x6-W1.4xW1.4 W.W.F. ON
COMPACTED FILL
HSS 4"X4"XY4"
8"X8" THICKENED EDGE
(TE-1) W/ 1-#5 BOTTOM
3" CONC. ENCASEMENT ALL
AROUND (SECOND POUR)
m
if
x— x— x— x—
---I F -3
FTG. & TIE BM. ON EA.
c�
F-
rA IQ
SIDE OF WINDOWS OVER
EXISTING
NEW CONC. COLUMN
A2
GRADE
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3"
lift
0
L- — SCHEDULE
u
0
0
8 "x 8"
B
#5x16" LONG. DOWEL
E
�EDGE--����
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FTG. SCHEDULE
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0
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8"x 12" CONCRETE
0
CL
LO
COLUMN
6
0
U-J
E
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N
(D
CL
1--
0-
V)
3"CLR
Elf
(TYP.)
0
SEE SCHEDULE
CONCRETE FOOTING (SEE
SCHEDULE)
TYPICAL SECTION THRU 4"x4" STEEL COLUMN )A
SCALE 3/4"
I
2'-5"
A3 HSS 4"X4"X)/4"
X2" PREMOLDED
FILLER JOINT
/M 1,201 ATION JOINT nFTAII
-I ITI
-----------
WHERE NEW SLAB
INTERSECTS EXISTING.
DRILL AND DOWEL #4x30"
LONG. 0 24"O.C. WITH
EPDXY INJECTION 6- INTO
EXIST. CONC. SLAB AT MID
DEPTH, (TYP.)
---I F -3
FTG. & TIE BM. ON EA.
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F-
rA IQ
SIDE OF WINDOWS OVER
NEW CONC. COLUMN
A2
0")
YOPENING.
FOOTING, SEE FTG.
lift
0
L- — SCHEDULE
u
0
0
8 "x 8"
B
CONC. FOOTING, SEE
E
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FTG. SCHEDULE
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8"x 12" CONCRETE
0
CL
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COLUMN
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E
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NEW 4"x4" STEEL COLUMN.
I II
C)
N
(D
CL
1--
0-
WHERE NEW SLAB
INTERSECTS EXISTING.
DRILL AND DOWEL #4x30"
LONG. 0 24"O.C. WITH
EPDXY INJECTION 6- INTO
EXIST. CONC. SLAB AT MID
DEPTH, (TYP.)
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lift
0
L- — SCHEDULE
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0
0
8 "x 8"
B
<
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11'-5"
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lift
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CD
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LO
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CL
1--
0-
rr
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0
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ILL
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c\j
DRAWN
R. L.
CHECKED
J.M.
DATE
10-29-13
SCALE
AS SHOWN
JOB No.
SHEET
S.1
OF 4 SHEETS