HomeMy WebLinkAbout4110S401.pdfS401
1
3/4" = 1'-0"
SECTION
S401
2
3/4" = 1'-0"
SECTION
S401
3
3/4" = 1'-0"
SECTION
S401
4
3/4" = 1'-0"
SECTION
3'
-
6
"
M
I
N
.
SEE SCHEDULE
FOOTING REINF.
(SEE SCHEDULE)
CONC. WALL FTG.
(SEE SCHEDULE)
14" CMU
(GROUT SOLID)
#5 DOWELS @ 48" O.C.
CONC. SLAB-ON-GRADE
#4 DOWELS @ 48" O.C.
CONT. #4 BAR
EXTERIOR PAVEMENT
(REFER TO TYP. EXT.
1/2" ISOLATION JOINT
ELEV. FIN. GRADE
(SEE ARCH. DWGS.)
16
24
8
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
(SEE SCHEDULE)
CONC. SPREAD FTG.
(SEE SCHEDULE)
20"x20" CONC. PIER
REINF. W/ (4) #5 DOWELS
& #3 CLOSED TIES @ 8" O.C.
PIER PLAN
FOOTING REINF.
(SEE SCHEDULE)
ELEV. T/FTG
(SEE PLAN) 3'
-
6
"
M
I
N
.
ELEV. FIN. GRADE
(SEE ARCH. DWGS.)
EXTERIOR PAVEMENT
(SEE ARCH. DWGS.)
1/2" ISOLATION JOINT
4" MASONRY VENEER
(SEE ARCH. DWGS.)
CONC. WALL FTG.
(SEE SCHEDULE)
ELEV. T/FTG
(SEE PLAN)
8" CONT. BOND BEAM
(GROUT SOLID)
14" CMU
(GROUT SOLID)
#5 DOWELS @ 48" O.C.
SEE SCHEDULE
CONC. SLAB-ON-GRADE
1/2" ISOLATION JOINT
THRU CONT. SILL PLATE (TREATED)
3/8" DIA. HILTI HLC SLEEVE ANCHORS
@ 16" O.C.
2x6 WOOD STUDS
8
FOOTING REINF.
(SEE SCHEDULE)
ELEV. T/PIER
(SEE SCHEDULE)
SEE TYPICAL EXTERIOR DOOR PAD DETAIL ON
DRAWING S301 FOR ADDITIONAL INFORMATION.
ELEV. T/FTG
(SEE PLAN)
1'-0 3/4"VERT. DOWELS
20"x20"
CONC. PIER
CLOSED TIES
DOOR PAD DETAIL)
10"
SE
E
SC
H
E
D
U
L
E
SEE SCHEDULE
CONC. SLAB-ON-GRADE
1/2" ISOLATION JOINT
(ALL AROUND)
HSS COLUMN
(SEE SCHEDULE)
CONC. SPREAD FTG.
(SEE SCHEDULE)
FOOTING REINF.
(SEE SCHEDULE)
1
(SEE PLAN)
ELEV. T/FTG.
SE
E
SC
H
E
D
U
L
E
SE
E
SC
H
E
D
U
L
E
SE
E
SC
H
E
D
U
L
E
4" MASONRY VENEER
(SEE ARCH. DWGS.)
10"OUT FACE
OF VENEER
OUT FACE
OF FDN. WALL
INSIDE FACE
OF STUD
CONT. 7/16" OSB SHEATHING
S401
1A
3/4" = 1'-0"
ALTERNATE SECTION
ELEV. FIN. GRADE
3'
-
6
"
M
I
N
.
(SEE ARCH. DWGS.)
EXTERIOR PAVEMENT
(SEE ARCH. DWGS.)
1/2" ISOLATION JOINT
4" MASONRY VENEER
(SEE ARCH. DWGS.)
CONC. WALL FTG.
(SEE SCHEDULE)
ELEV. T/FTG
(SEE PLAN)
#5 DOWELS @ 48" O.C.
SEE SCHEDULE
CONC. SLAB-ON-GRADE
@ 16" O.C.
2x6 WOOD STUDS
8
FOOTING REINF.
(SEE SCHEDULE)
SE
E
SC
H
E
D
U
L
E
CONT. 7/16" OSB SHEATHING
NOTE:
EQ.EQ.
2 3/4"
THRU CONT. SILL PLATE (TREATED)
@ 32" O.C. (1 1/4" MIN. EMBED.)
3/8" DIA. HILTI HLC SLEEVE ANCHORS
EQ.EQ.
10"
ELEV. T/ MASONRY
(SEE ARCH. DWGS.)
NOTE: CENTER FOOTING ON COLUMN LINE
UNLESS NOTED OTHERWISE ON PLAN.
S401
5
3/4" = 1'-0"
SECTION
3'
-
6
"
M
I
N
.
ELEV. FIN. GRADE
(SEE ARCH. DWGS.)
EXTERIOR PAVEMENT
(SEE ARCH. DWGS.)
1/2" ISOLATION JOINT
4" MASONRY VENEER
(SEE ARCH. DWGS.)
CONC. WALL FTG.
(SEE SCHEDULE)
ELEV. T/FTG
(SEE PLAN)
8" CONT. BOND BEAM
(GROUT SOLID)
14" CMU
(GROUT SOLID)
#5 DOWELS @ 48" O.C.
SEE SCHEDULE
CONC. SLAB-ON-GRADE
1/2" ISOLATION JOINT
THRU CONT. SILL PLATE (TREATED)
@ 32" O.C. (1 1/4" MIN. EMBED.)
3/8" DIA. HILTI HLC SLEEVE ANCHORS
@ 16" O.C.
2x6 WOOD STUDS
8
FOOTING REINF.
(SEE SCHEDULE)
SE
E
SC
H
E
D
U
L
E
STORE FRONT CONSTRUCTION
(SEE ARCH. DWGS.)
INSIDE FACE
OF STUD
CONT. 7/16" OSB SHEATHING
S401
5A
3/4" = 1'-0"
ALTERNATE SECTION
3'
-
6
"
M
I
N
.
ELEV. FIN. GRADE
(SEE ARCH. DWGS.)
EXTERIOR PAVEMENT
(SEE ARCH. DWGS.)
1/2" ISOLATION JOINT
4" MASONRY VENEER
(SEE ARCH. DWGS.)
CONC. WALL FTG.
(SEE SCHEDULE)
ELEV. T/FTG
(SEE PLAN)
14" CMU
(GROUT SOLID)
#5 DOWELS @ 48" O.C.
SEE SCHEDULE
CONC. SLAB-ON-GRADE
(DO NOT PANELIZE KNEEWALL
2x6 WOOD STUDS @ 16" O.C.
8
FOOTING REINF.
(SEE SCHEDULE)
SE
E
SC
H
E
D
U
L
E
INSIDE FACE
OF STUD
CONT. 7/16" OSB SHEATHING
EQ.EQ.
2 3/4"
ELEV. T/ MASONRY
(SEE ARCH. DWGS.)
STONE SILL
(SEE ARCH. DWGS.)
THRU CONT. SILL PLATE (TREATED)
@ 32" O.C. (1 1/4" MIN. EMBED.)
3/8" DIA. HILTI HLC SLEEVE ANCHORS
2 3/4"
ELEV. T/ MASONRY
(SEE ARCH. DWGS.)
STONE SILL
(SEE ARCH. DWGS.) TRIPLE CAP PLATE TRIPLE CAP PLATE
STORE FRONT CONSTRUCTION
(SEE ARCH. DWGS.)
STONE SILL
(SEE ARCH. DWGS.)
NOTES: 1. USE THIS SECTION FOR BASE BID CONVENTIONALLY
FRAMED WALL CONSTRUCTION
NOTES: 1. USE THIS SECTION FOR PANELIZED WALL
CONSTRUCTION ALTERNATE.
2. COORDINATE WITH CONSTRUCTION SEQUENCING TO USE
THIS SECTION FOR BASE BID CONVENTIONALLY FRAMED
WALL CONSTRUCTION AT CONTRACTORS OPTION.
(COORD. W/ ARCH. DWGS.)
NOTES: 1. USE THIS SECTION FOR BASE BID CONVENTIONALLY
FRAMED WALL CONSTRUCTION
NOTES: 1. USE THIS SECTION FOR PANELIZED WALL
CONSTRUCTION ALTERNATE.
2. COORDINATE WITH CONSTRUCTION SEQUENCING TO USE
THIS SECTION FOR BASE BID CONVENTIONALLY FRAMED
WALL CONSTRUCTION AT CONTRACTORS OPTION.
(COORD. W/ ARCH. DWGS.)
4" MASONRY VENEER
(SEE ARCH. DWGS.)
41
1
0
S
4
0
1
.
d
w
g
MA
R
C
H
2
,
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
S401
CONT. #4 BAR
#4 DOWELS @ 48" O.C.
1/2" ISOLATION JOINT
(ALL AROUND)
CONCRETE FILL
#4 DOWELS @ 48" O.C.
CONT. #4 BAR 16
24
CONT. #4 BAR
#4 DOWELS @ 48" O.C.
@ 32" O.C. (1 1/4" MIN. EMBED.)
INSIDE FACE
OF STUD
2 3/4"
1'-0 3/4"
10"
OUT FACE
OF FDN. WALL
EQ.EQ.
1'-0 3/4"
10"
OUT FACE
OF FDN. WALL
14" CMU
(GROUT SOLID)
1'-0 3/4"
10"
OUT FACE
OF FDN. WALL
EQ.EQ.
3/3/15
STONE SILL
(SEE ARCH. DWGS.)
STONE SILL
(SEE ARCH. DWGS.)
EQ.EQ.
CONSTRUCTION)