HomeMy WebLinkAboutS002- TIED TO RE-BAR
TIE WIRE
VINYL WATER-STOP
FOR NOTCH FORMING
3/4" = 1'-0"
RIP 1x2 AS DETAILED
SCALE:
CAST-IN-PLACE
CONCRETE FOUNDATION
FD
N
.
WA
L
L
VA
R
I
E
S
(4) RE-BARS
- w/ 2" MIN. COVER
PLAN DTL - VERTICAL CONTROL JOINT
30.00°
1x2 RIPPED @ 30° TO
FORM CONTROL JOINT
HOPPER WINDOW HEAD @ SIDING
SCALE: 3/4" = 1'-0"
STRUCTURAL SHEATHING
8"thk. C.I.P. CONCRETE FDN WALL
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
- EXTEND SHEATHING TO 1/2" BELOW T/ FOUNDATION WALL
HORIZONTAL SIDING, TYPICAL
24" POLY FLASHING, TYPICAL
2x4 P.T. SILL PLATE
4'-0" LONG P.T. 2x4 NEXT TO SILLPLATE, CENTERED ABOVE HOPPER WINDOW- TOE NAIL INTO SILL PLATE
1x6 TRIM
2x BAND BOARD
HOPPER WINDOW
- RIP TO FIT
SECTION -
NOTE:
- HOLD POLY 1" BELOW
T/FOUNDATION, TYP.
4"
112"
8"
FO
O
T
I
N
G
- 1" ADDITIONAL FALL IN LAST 12" OF RUN
3. ALL STEEL TO BE COVERED w/ A MIN.
1. 6" CONCRETE SLAB
5. WEATHER LIP AT GARAGE DOOR
2. 8" PEA GRAVEL BASE
GARAGE SLAB NOTES:
OF 3" OF CONCRETE
1" = 1'-0"
6"
1"
SL
O
P
E
12"
1" SLOPE
SCALE:
5 1 2 "
8"x18" CONCRETE FOOTING
VA
R
I
E
S
- RE
F
E
R
TO
PL
A
N
GA
R
A
G
E
WA
L
L
DE
P
T
H
VA
R
I
E
S
RE
F
E
R
TO
PL
A
N
SECTION DETAIL - FOUNDATION @ GARAGE DOOR
12" EXPANSION JOINT
DRIVEWAY CONCRETE SLAB
- MIN. 4" THK.
- THICKENED TO 512" @
GARAGE DOOR
4. 112" x 512" (2x6) LEDGE FOR DRIVEWAY
SLAB SUPPORT
#4 RE-BAR
- REFER TO PLAN FOR SPACING
DETAIL - GARAGE FDN WALL @ BASEMENT OVERDIG
3 1 2 "
LENGTH OF OVERDIG 4'-0"
MIN. RE-BAR EMBEDMENT
APPROX. LINE OF OVERDIG
UNDISTURBED SOIL
℄
2'-0"
MIN. RE-BAR
EMBEDMENT
(2) #4 RE-BARS
- CONTINUOUS
(2) #4 RE-BARS
- EXTEND PAST AREA
OF OVERDIG
3 1 2 "℄
GARAGE FOUNDATION
FOOTING
SCALE: 3/4" = 1'-0"
A
A
6"
PEA GRAVEL BASE
DE
P
T
H
VA
R
I
E
S
C.I.P. FOOTING
36" x 36" x 8"d.
DETAIL - GARAGE SLAB PIER
SOIL
8"
FO
O
T
I
N
G
24" x 24" PIER
- DEPTH TO BEARING
SCALE: 3/4" = 1'-0"
6"thk. CONC. SLAB
w/ #4 RE-BAR @ 12" o.c.
- EA. WAY, TYP.
- MIN. 3" COVER
IF PIER DEPTH TO BEARING SOIL IS LESS
THAN 2'-0"d., THE PIER WILL BE POURED
BY THE FLATWORK SUBCONTRACTOR
IF PIER DEPTH TO BEARING SOIL IS 2'-0"d.
OR GREATER, THE PIER WILL BE POURED
BY THE FOUNDATION SUBCONTRACTOR
GARAGE PIER NOTES:
TO
BE
A
R
I
N
G
SO
I
L
1'
-
0
"
SLAB TO BE MIN.
12"thk. @ PIER
6"
12"
(1" SLOPE)
1 1 1 2 "
12"w x 20"d TURNED DOWN
CONCRETE SLAB
3" x 512" NOTCH IN TURN
DOWN FOR DRIVEWAY SLAB
SUPPORT
POURED CONCRETE
FOUNDATION WALL
(3) #4 RE-BAR's CONTINUOUS
ELEVATION
3/4" = 1'-0"
5 1 2 "
6"thk. CONC. GARAGE SLAB
GARAGE FOUNDATION
BEYOND
PEA GRAVEL BASE
- TO PROVIDE FINISH GRADE
(3) #4 RE-BAR's
CONTINUOUS
SECTION
#4 RE-BAR
- REFER TO PLAN FOR SPACING
12" EXPANSION JNT.
8" CONC. FDN. WALL
BEYOND
DRIVEWAY CONC. SLAB
- MIN. 4" THICK
- THICKENED TO 512"
GARAGE DOOR
SCALE:
1'
-
8
"
(A
P
R
O
X
.
DE
P
T
H
)
SECTION DETAIL - GARAGE DOOR GRADE BEAM
3"
1 1 1 2 "
1"
SL
O
P
E
3"
3"
1'-0"
3" 3"
3"
1'
-
8
"
1 '-2 1 2 "
5 1 2 "
℄ ℄
(3) 2x8's TO FORM WALL
& 3" LEDGE
3"
3"
2'
-
1
"
3"
℄
VA
R
I
E
S
1 1 4 "
6"
SECTION DETAIL - GARAGE SLAB
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
SCALE:
PEA GRAVEL BASE
3/4" = 1'-0"
3 1 2 "
1 1 4 "
6"thk. CONCRETE
SLAB ON GRADE
2x4 KEY IN GARAGE
FOUNDATION WALL
- RE: FDN. PLAN
#4 RE-BAR @ 12" o.c.
- EA. WAY, TYP.
- MIN. 3" COVER
3"
VA
R
I
E
S
1 1 4 "
6"
GARAGE SLAB 12'-0" WIDE OR LESS
SCALE: 3/4" = 1'-0"
3 1 2 "
1 1 4 "
6"thk. CONCRETE
SLAB ON GRADE
2x4 KEY IN GARAGE
FOUNDATION WALL
- RE: FDN. PLAN
#4 RE-BAR @ 9" o.c.
- SHORT DIRECTION
- PLACED @ BTM. OF
STEEL MAT
- MIN. 3" COVER
3"
SECTION DETAIL -
#4 RE-BAR @ 18" o.c.
- LONG DIRECTION
- MIN. 2" COVER
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
PEA GRAVEL BASE
VA
R
I
E
S
6"
GARAGE SLAB @ BRICK CURB
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
SCALE: 3/4" = 1'-0"
6" CONCRETE
SLAB ON GRADE
EXTEND REBAR 2" INTO
FOUNDATION WALL
- PROVIDE TIGHT / FRICTION
FIT OR EPOXY
#4 RE-BAR @ 12" o.c.
- EA. WAY, TYP.
- MIN. 3" COVER
3"
PEA GRAVEL BASE
SECTION DETAIL -
8"
MA
X
.
DE
P
T
H
8" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
VA
R
I
E
S
6"
12'-0" WIDE OR LESS @ BRICK CURB
SCALE: 3/4" = 1'-0"
EXTEND REBAR 2" INTO
FOUNDATION WALL
- PROVIDE TIGHT / FRICTION
FIT OR EPOXY
3"
6"thk. CONCRETE
SLAB ON GRADE
#4 RE-BAR @ 9" o.c.
- SHORT DIRECTION
- PLACED @ BTM. OF
STEEL MAT
- MIN. 3" COVER
#4 RE-BAR @ 18" o.c.
- LONG DIRECTION
- MIN. 2" COVER
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
PEA GRAVEL BASE
SECTION DETAIL - GARAGE SLAB
8"
MA
X
.
DE
P
T
H
8" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
SECTION DETAIL - RADON REDUCTION
SCALE: 3/4" = 1'-0"
3 1 2 "
8"
312" THICK
CONCRETE SLAB
3" SCH 40 PVC PIPE
- THRU ROOF
6 MIL POLY VAPOR
BARRIER
MINIMUM 4" GRAVEL
BASE
PVC "T" IN GRAVEL
BASE
- NOTE: RUN PARALLEL
TO FOOTING
SCALE: 3/4" = 1'-0"
DETAIL - THICKENED SLAB
16"
BEARING FRAME WALL
3 1 2 "
4 1 2 " 8"
VAPOR BARRIER
P.T. SOLE ⅊
312" THICK
CONCRETE SLAB
16"w. x 8"d. THICKENED
SLAB
3 1 2 "
SECTION - HAUNCH @ 4'-0"d. STOOP
SCALE: 1/2" = 1'-0"
4'
-
0
"
3"
3'-0"
2 '-2 1 4 "
4'-10"d. x 4'-0"h. ALUMINUM
HAUNCH FORM
- USE 2x TO HOLD HAUNCH @ 3'-0"d.
#4 RE-BAR - MIN. 12" EMBEDMENT
- STUBBED OUT & LOOPED
CAST-IN-PLACE CONCRETE
FOUNDATION WALL
- REFER TO PLANS FOR HEIGHT
& WALL THICKNESS
HOLD T/ HAUNCH DOWN 3"
FROM T/ FDN. WALL
- MIN. 2" COVER
NOTE:
WHEN PLACING STOOP, CUT THE
LOOPED RE-BAR & SPREAD IN
EITHER DIRECTION SO THAT THE
STEEL IS LOCATED ON BOTH SIDES
OF THE HAUNCH IN THE STOOP
#4 RE-BAR - MIN. 2" COVER
DETAIL - 8"d. FOUNDATION BRICK CURB
SCALE: 1 1/2" = 1'-0"
4"
STRUCTURAL SHEATHING
FLASH & SEAL' FLASH'G
10"
BRICK VENEER
@ 24" o.c. HORIZONTAL
BRICK WEEPHOLES
AIR SPACE, TYPICAL
- SEAL AROUND ALL PENETRATIONS, TYP.
- HOLD BTM OF STRUCTURAL
1" BELOW T/ SUBFLOOR
SILL SEALER, TYPICAL
- 18" WIDE
24" WIDE POLY FLASHING
BAND BD. INSULATION
- CONTINUOUS
- HOLD T/ POLY
- 4" OFF T/ SUBFLOOR
- w/ WEEP CARDS
4" 6"
8"
(2) COATS SPRAY-APPLICATION
- APPLIED TO CURB & BELOW GRADE
BITUMINOUS DAMPPROOFING
- REFER TO FOUNDATION PLAN
FOR INFORMATION REGARDING
WATERPROOFING
GR
A
D
E
VA
R
I
E
S
- w/ APPROVED FASTENER @ 3"o.c., TYP.
GROUT FIRST TWO COURSES SOLID
3/4" = 1'-0" SCALE:
CAST-IN-PLACE
CONCRETE FOUNDATION
FD
N
.
WA
L
L
VA
R
I
E
S
DETAIL - DOVETAIL @ SIDING TO GRADE
TREATED 2x4 RIPPED @
ANGLE TO FORM DOVETAIL
- @ 16" o.c.
312"
1'-4" 1'-4"
℄℄ ℄
3"
HORIZONTAL SIDING
14" 14"
1 1 2 "
SECTION DETAIL - RADON REDUCTION
SCALE: 3/4" = 1'-0"
3 1 2 "
8"
3" Ø DRAIN TILE
- THRU FOOTING @
6'-0" O.C.
- PLACE @ BTM./ FT'G.
- TYPICAL
4" Ø DRAIN TILE:
- TYPICAL
312" THICK
CONCRETE SLAB
3" SCH 40 PVC PIPE
- THRU ROOF
- HOLD TIGHT TO
FOUNDATION WALL
6 MIL POLY VAPOR
BARRIER
MINIMUM 4" GRAVEL
BASE
PVC "T" IN GRAVEL
BASE
- NOTE: RUN PARALLEL
TO FOOTING
04
03
02
01
09
08
07
06
13
12
11
10
17
16
15
14
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K A U F H O L Z
A R C H I T E
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PL
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:
PL
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DA
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:
Job No.
Sheet No.
IN
NE
W
R E S I D E N C E FO
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HO
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NO
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OF
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F I S C H E R HO
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66
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46
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No
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P E R M I T :
S I G N -O F F :
C O N S T R U C T I O N :
RE
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E X T E R I O R :
5/
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5
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AM
--
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OBF-072
HU
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FN O V E R B R O O K F A R M S
C A R M E L , IN
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8
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R E V I S E D BY
:
TE
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:
PH
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No
:
85
9
.
4
2
6
.
4
2
2
3
SH
E
Z
R
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SI
S
K
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A2.1
05/29/18
Mike Sheeks