HomeMy WebLinkAbout4110S403.pdfS403
13
3/4" = 1'-0"
SECTION
S403
14
3/4" = 1'-0"
SECTION
S403
15
3/4" = 1'-0"
SECTION
S403
16
3/4" = 1'-0"
SECTION
S403
17
3/4" = 1'-0"
SECTION
41
1
0
S
4
0
3
.
d
w
g
MA
R
C
H
1
7
,
2
0
1
5
4110
ISSUED FOR 50 %
ISSUED FOR REDLINE REVIEW
RECORD DRAWINGS
ISSUED FOR PERMIT
KICK OFF MEETING
FINAL APPROVED PLAN
ISSUED FOR BID
GETGO, LLC.
--
KAB
3550
THE BRIDGES
CARMEL, INDIANA
03/03/15
02/25/15
03/03/15
--
01/23/15
--
03/03/15
TFB
S403S403
18
3/4" = 1'-0"
SECTION
S403
19
3'
-
6
"
M
I
N
.
SE
E
SEE SCHEDULE
SC
H
E
D
U
L
E
EQ.EQ.
EXTERIOR PAVEMENT
(SEE ARCH. DWGS.)
4" MASONRY VENEER
(SEE ARCH. DWGS.)
4" MASONRY VENEER
(SEE ARCH. DWGS.)
ELEV. T/ MASONRY
(SEE ARCH. DWGS.)
4" SOLID CMU
6" CMU
(GROUT SOLID)
#5 VERT. BARS @ 32" O.C.
CONC. WALL FTG.
(SEE SCHEDULE)
FOOTING REINF.
(SEE SCHEDULE)
STONE STILL
(SEE ARCH. DWGS.)
3/4" = 1'-0"
SECTION
3/18/15
SEE
3'
-
6
"
M
I
N
.
SCHEDULE
EQ.EQ.
(SEE ARCH. DWGS.)
ELEV. FIN. GRADE
(SEE PLAN)
ELEV. T/FTG.
SE
E
SC
H
E
D
U
L
E
VERT. WALL REINF.
(SEE PLAN)
8" CMU
#5 DOWELS
(MATCH SPACING OF
VERT. WALL REINF.)
8
32
CONC. SLAB-ON-GRADE
1/2" ISOLATION JOINT
14" CMU
(GROUT SOLID
TO FIN. GRADE)
CONC. WALL FTG.
(SEE SCHEDULE)
FOOTING REINF.
(SEE SCHEDULE)
6'
-
0
"
M
A
X
.
(SEE ARCH. DWGS.)
ELEV. T/MASONRY
PL. 3/8" x 8"DIA.
WELDED TO 6" DIA. PIPE
3'
-
6
"
M
I
N
.
2'
-
0
"
M
I
N
.
E
M
B
E
D
.
ELEV. FIN. GRADE
(SEE ARCH. DWGS.)
(GROUT CELLS
W/ REINFORCING)
VERT. WALL REINF.
(SEE PLAN)
8" CMU
(GROUT CELLS
W/ REINFORCING)
6"DIA. SCH. 40
PIPE COLUMN
REINF. W/ (4) #5 VERT. BARS
16"x16" x 3'-6" CONC. PIER
& #3 CLOSED TIES @ 12" O.C.
1'-2"10"
SEE
SCHEDULE
(SEE PLAN)
ELEV. T/FTG.
SE
E
SC
H
E
D
U
L
E
FOOTING REINF.
(SEE SCHEDULE)
6'
-
0
"
M
A
X
.
(SEE ARCH. DWGS.)
ELEV. T/MASONRY 1/4" CAP PLATE
STONE STILL
(SEE ARCH. DWGS.)
4" MASONRY VENEER
(SEE ARCH. DWGS.)
STONE SILL
(SEE ARCH. DWGS.)
STONE SILL
(SEE ARCH. DWGS.)
STONE STILL
(SEE ARCH. DWGS.)
4" MASONRY VENEER
(SEE ARCH. DWGS.)
SEE SCHEDULE
3'
-
6
"
M
I
N
.
ELEV. FIN. GRADE
(SEE ARCH. DWGS.)
EXTERIOR PAVEMENT
(SEE ARCH. DWGS.)
1/2" ISOLATION JOINT
CONC. SLAB-ON-GRADE
HSS COLUMN
1/2" ISOLATION JOINT
(SEE SCHEDULE)
(ALL AROUND)
CONC. SPREAD FTG.
(SEE SCHEDULE)
38"x38" CONC. PIER
REINF. W/ (8) #9 DOWELS
& #3 CLOSED TIES @ 8" O.C.
PIER PLAN
FOOTING REINF.
(SEE SCHEDULE)
ELEV. T/FTG
(SEE PLAN)
ELEV. T/PIER
(SEE SCHEDULE)
VERT. DOWELS
38"x38"
CONC. PIER
CONCRETE FILL
SE
E
SC
H
E
D
U
L
E
4" MASONRY VENEER
(SEE ARCH. DWGS.)
1'-10"1'-4"
ELEV. T/ MASONRY
(SEE ARCH. DWGS.)
STONE SILL
(SEE ARCH. DWGS.)
2x4 WOOD STUDS
(SEE ARCH. DWGS.)
WALL CLADDING
(SEE ARCH. DWGS.)
CLOSED TIES
(3 PER SET)
3
2x6 WOOD STUDS
@ 16" O.C.
CONT. 7/16" OSB SHEATHING
EQ.EQ.
3'
-
6
"
M
I
N
.
SE
E
SEE SCHEDULE
SC
H
E
D
U
L
E
EQ.EQ.
4" MASONRY VENEER
(SEE ARCH. DWGS.)
GROUT COLLAR JOINT
SOLID TO FIN. GRADE
#5 VERT. BARS @ 32" O.C.
CONC. WALL FTG.
(SEE SCHEDULE)
FOOTING REINF.
(SEE SCHEDULE)
STONE STILL
(SEE ARCH. DWGS.)
ELEV. FIN. GRADE
(SEE ARCH. DWGS.)
3'
-
6
"
M
I
N
.
ELEV. FIN. GRADE
(SEE ARCH. DWGS.)
EXTERIOR PAVEMENT
(SEE ARCH. DWGS.)
CONC. WALL FTG.
4" MASONRY VENEER
(SEE ARCH. DWGS.)
SEE SCHEDULE
CONC. SLAB-ON-GRADE
1/2" ISOLATION JOINT
@ 16" O.C.
2x6 WOOD STUDS
FOOTING REINF.
(SEE SCHEDULE)
1'-4 3/4"
1'-2"
WALL CLADDING
(SEE ARCH. DWGS.)
OUT FACE
OF VENEER
INSIDE FACE
OF STUD
CONT. 7/16" OSB SHEATHING
(SEE SCHEDULE)
D
THRU CONT. SILL PLATE (TREATED)
@ 32" O.C. (1 1/4" MIN. EMBED.)
3/8" DIA. HILTI HLC SLEEVE ANCHORS
ELEV. T/ MASONRY
(SEE ARCH. DWGS.)
EQ.EQ.
STONE SILL
(SEE ARCH. DWGS.)
2x4 WOOD STUDS
(SEE ARCH. DWGS.)
SE
E
SC
H
E
D
U
L
E
ELEV. T/FTG
(SEE PLAN)
14" CMU
(GROUT SOLID
TO FIN. GRADE)
2'
-
0
"
M
I
N
.
E
M
B
E
D
.
#5 DOWELS @ 48" O.C.
8
REINF. W/ (4) #5 VERT. BARS
16"x16" x 3'-6" CONC. PIER
& #3 CLOSED TIES @ 12" O.C.
NOTE: SECTION AT EXTERIOR SEATING PLANTER.
COORDINATE LOCATION AND EXTENTS WITH
ARCHITECTURAL DRAWINGS.
ELEV. T/ MASONRY
(SEE ARCH. DWGS.)
1/2" ISOLATION JOINT
ELEV. T/FTG.
(SEE PLAN)
4" SOLID CMU
EXTERIOR PAVEMENT
(SEE ARCH. DWGS.)
ELEV. FIN. GRADE
(SEE ARCH. DWGS.)
6" CMU
(GROUT SOLID)
CONCRETE FILL
NOT
USED