HomeMy WebLinkAboutS00501 02 0304 IN
D
I
A
N
A
P
O
L
I
S
DI
V
I
S
I
O
N
05
07
06
08
7'
-
7
"
OR
8'
-
7
"
(R E F E R TO
FO
U
N
D
A
T
I
O
N
PL
A
N
S
)
T/ SLAB
SCALE:
BASEMENT WALKOUT w/ BRICK TO GRADE
3/4" = 1'-0"
WALL SECTION -
02
WS-B4
8 1 2 "
MI
N
.
14"
O.H.
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
3 1 2 "
1 1 2 "
T/ FOOTING
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
FLASHING
4" Ø DRAIN TILE
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
- TYPICAL
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
2x PRESSURE-TREATED SILL
PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ⅊, TYP.
8'-
0
"
OR
9'
-
0
"
(R E F E R TO
FO
U
N
D
A
T
I
O
N
PL
A
N
S
)
DBL. 2x TOP PLATE
BEVELED RIGID INSULATION
FOUNDATION SUBWALL
- THICKNESS VARIES
- REFER TO PLAN
RIGID INSULATION
- 24" DEPTH
- @ ALL AREAS WHERE
GRADE COVERS 30" OR LESS
OF THE FDN. WALL ABOVE
THE T/ SLAB
FOOTING WIDTH
VARIES PER PLAN
- w/ WEEP CARDS
09
WS-B2
3" Ø DRAIN TILE
- THRU SUBWALL @ 6'-0" O.C.
- PLACE @ BOTTOM OF SUBWALL
02
WS-B2
OR
09
WS-B4
OR
SECTION - BRICK GABLE / END WALL
SCALE:3/4" = 1'-0"
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES
DBL. 2x4 TOP PLATE
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
2x4 CONTINUOUS
1x8 RAKE BOARD
- REFER TO NOTES ON SECTIONS
BRICK VENEER
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
BLOWN-IN INSULATION
41 2"
412"
PER
PLAN
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES
DBL. 2x4 TOP PLATE
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
- 2x6 BLOCKS @ 24" O.C.
ON 1x6's
- ON 2x4 BLOCKS @ 24" O.C.
1x8 GABLE FRIEZE
GABLE EXTENSION
- REFER TO NOTES ON SECTIONS
BRICK VENEER
- ON 2" WIDE 5/4 NAILERS
1x8 RAKE BOARD
3/4" = 1'-0"
SECTION - BRICK GABLE w/ EXTENDED RAKE
SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
38" SOFFIT
BLOWN-IN INSULATION
158" BARGE MOULD
NOTE: ONLY FRONT TURNED GABLES
and GRAND ESTATES SIDE GABLES
- REFER TO ELEVATION
09 5/4 NAILERS:
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
24" O.C. VERT. (9 BRICK COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER:
2x4 BLOCKS @ 24" O.C.
1x2 NAILERS
- 2" WIDE RIPPERS
WALL SECTION - BRICK
SCALE: 3/4" = 1'-0"
14"
O.H.
3 1 2 "
7'-
8
1 2 " OR
8'
-
8
1 2 "
U N B R A C E D W A L L HE
I
G
H
T
8'
-
1
"
OR
9'
-
1
"
- SE
E
F L O O R PL
A
N
S
8'
-
1
"
1 1 2 "
PRE-ENGINEERED WOOD
@ 24" O.C.
ROOF TRUSSES:
7/16" O.S.B. ROOF SHEATHING:
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
- w/ PLY-CLIPS
8'
-
0
"
OR
9'
-
0
"
(R E F E R TO
FO
U
N
D
A
T
I
O
N
PL
A
N
S
)
INSULATION BAFFLE
T/ FOOTING
T/ SLAB
T/ FDN. WALL
1st FLR. SUBFLR.
2nd FLR. SUBFLR.
6 MIL POLY VAPOR
BARRIER
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
- CONTINUOUS ALONG
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
2x2 NAILER
DBL. 2x4 TOP PLATE
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
2x4 FRAME WALL:
BATT INSULATION
2x4 FRAME WALL:
BATT INSULATION
8" THICK CAST-IN-PLACE
2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
CONCRETE FOUNDATION WALL:
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
BITUMINOUS ASPHALT ALL WALL
TIES, CONTROL JOINTS, & COLD
JOINTS.
- SPRAY APPLY (2) COATS
BITUMINOUS DAMPROOFING
BELOW GRADE,TYPICAL.
- REFER TO FOUND. PLAN FOR
WATERPROOFING INFO. IF
REQUIRED.
GRAVEL FILL
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
- IN EA. TRUSS SPACE
- CONTINUOUS ALONG
BAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
34" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
10
"
or
12
"
11
1 2 "
or
13
1 2 "
4" Ø DRAIN TILE:
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ⅊, TYP.
VENTED SOFFIT
01
WS-B2
02
WS-B2
03
WS-B2
158" BARGE MOULD
8 1 2 "
MI
N
.
APPROXIMATE 1" AIR SPACE TO
ALLOW FOR STANDARD
CONSTRUCTION TOLERANCES,
SUCH AS MORTAR PROTRUSION,
SQUARENESS OF FOUNDATION,
ETC. THE INTENT OF THE AIR
SPACE BEHIND THE BRICK VENEER
IS TO ALLOW MOISTURE THAT
ENTERS THE CAVITY TO MIGRATE
DOWN AND OUT THROUGH THE
BRICK WEEPHOLES.
- w/ WEEP CARDS
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
R-38 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 22" o.c. & (3)
#4 REBARS HORIZONTALLY
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 19" o.c. & (4)
#4 REBARS HORIZONTALLY
FOR 8' & 9' WALL HEIGHTS:
ONE HORIZ. BAR SHALL BE
WITHIN THE TOP 24", ONE IN
THE BOTTOM 24" w/ THE
REMAINING BARS EQUALLY
SPACED, MIN. 2" CONCRETE
COVER BTWN INSIDE FACE OF
WALL & FACE OF HORIZ. BARS
ENGINEERED DESIGN PER
ACI 332-04, REQUIREMENTS
FOR RESIDENTIAL
CONCRETE CONSTRUCTION
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8"
10
"
R E F E R TO
FL
A
G
G
E
D
NO
T
E
FO
R
NU
M
B
E
R
& SP
A
C
I
N
G
OF
HO
R
I
Z
O
N
T
A
L
R E B A R S
8" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
412"
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
6"
HE
E
L
CU
T
(U
N
L
E
S
S
OT
H
E
R
W
I
S
E
NO
T
E
D
ON
PL
A
N
S
)
1
"
M
I
N
.
12" x 912" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 412"
R-15HD BATT INSULATION:
- w/ R-15HD KRAFT FACED
- w/ R-15HD KRAFT FACED
R-15HD BATT INSULATION:
GROUT FIRST TWO COURSES SOLID
03
WS-B4
OR
02
WS-B4
OR
01
WS-B4
OR
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
2x M29 (or equivalent)
MACHINE GRADED FLOOR JOISTS
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
2x M29 (or equivalent)
MACHINE GRADED FLOOR JOISTS
T&G O.S.B. SUBFLOOR
- SEE FRAMING PLAN FOR
THICKNESS
- GLUED, NAILED, AND SCREWED
412"
@ 16" o.c.
PRE-ENGINEERED WD.
ROOF TRUSSES
DBL. 2x4 TOP PLATE
@ 24" o.c.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
1x8 RAKE BOARD
3/4"= 1'-0"
SECT - BRICK GABLE/END WALL w/ DOUBLE RAKE
SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
- 2x4 BLOCKS @ 24" o.c.
GABLE EXTENSION
@ 3" o.c., TYP.
APPROVEDFASTENER
BLOWN-IN INSULATION
1x8 GABLE FRIEZE
- ON 2" WIDE 5/4 NAILERS
- REFER TO NOTES ON SECTIONS
BRICK VENEER
- ON 1x6 BACK-UP
8 1 2 "
MI
N
.
SCALE:
WALL SECTION - HIGH BRICK / FCB SIDING
3/4" = 1'-0"
14"
O.H.
8'
-
4
5 8 " OR
9'
-
4
5 8 " (2
x
1
0
'
s
)
8'
-
6
5 8 " OR
9'
-
6
5 8 " (2
x
1
2
'
s
)
8'-
1
7 8 "±
OR
8'-
1
7 8 "±
(2
x
1
0
'
s
)
8'
-
3
7 8 "±
OR
9'-
3
7 8 "±
(2
x
1
2
'
s
)
-S
E
E
E X T E R I O R S , SH
E
E
T
A1
.
0
T/ WINDOW 2 3 4 "±
1
"
8'
-
1
"
PRE-ENGINEERED WOOD
@ 24" O.C.
ROOF TRUSSES:
7/16" O.S.B. ROOF SHEATHING:
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
- w/ PLY-CLIPS
R-38 BLOWN-IN INSULATION
INSULATION BAFFLE
M
I
N
.
2nd FLR. SUBFLR.
2x2 NAILER
DBL. 2x4 TOP PLATE
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
2x4 FRAME WALL:
BATT INSULATION
- IN EA. TRUSS SPACE
- CONTINUOUS ALONG
BAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
VENTED SOFFIT
04
WS-B4
05
WS-B4
158" BARGE MOULD
07
WS-B4
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
24" O.C. VERT. (9 BRICK COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER:
3 1 2 "
7'
-
8
1 2 " OR
8'
-
8
1 2 "
U N B R A C E D W A L L HE
I
G
H
T
8'
-
1
"
OR
9'
-
1
"
- SE
E
F L O O R PL
A
N
S
1 1 2 "
8'
-
0
"
OR
9'
-
0
"
(R E F E R TO
FO
U
N
D
A
T
I
O
N
PL
A
N
S
)
T/ FOOTING
T/ SLAB
T/ FDN. WALL
1st FLR. SUBFLR.
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
- CONTINUOUS ALONG
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
2x4 FRAME WALL:
BATT INSULATION
8" THICK CAST-IN-PLACE
2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
CONCRETE FOUNDATION WALL:
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
BITUMINOUS ASPHALT ALL WALL
TIES, CONTROL JOINTS, & COLD
JOINTS.
- SPRAY APPLY (2) COATS
BITUMINOUS DAMPROOFING
BELOW GRADE,TYPICAL.
- REFER TO FOUND. PLAN FOR
WATERPROOFING INFO. IF
REQUIRED.
GRAVEL FILL
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
1 2" DRYWALL
12" DRYWALL
34" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
10
"
or
12
"
11
1 2 "
or
13
1 2 "
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ⅊, TYP.
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 5" CAST STONE SILL, TYP.
- PULL BTM. 1"±
APPROXIMATE 1" AIR SPACE TO
ALLOW FOR STANDARD
CONSTRUCTION TOLERANCES,
SUCH AS MORTAR PROTRUSION,
SQUARENESS OF FOUNDATION,
ETC. THE INTENT OF THE AIR
SPACE BEHIND THE BRICK VENEER
IS TO ALLOW MOISTURE THAT
ENTERS THE CAVITY TO MIGRATE
DOWN AND OUT THROUGH THE
BRICK WEEPHOLES.
- w/ WEEP CARDS
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
6 MIL POLY VAPOR
BARRIER
4" Ø DRAIN TILE:
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
03
WS-B4
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 22" o.c. & (3)
#4 REBARS HORIZONTALLY
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 19" o.c. & (4)
#4 REBARS HORIZONTALLY
FOR 8' & 9' WALL HEIGHTS:
ONE HORIZ. BAR SHALL BE
WITHIN THE TOP 24", ONE IN
THE BOTTOM 24" w/ THE
REMAINING BARS EQUALLY
SPACED, MIN. 2" CONCRETE
COVER BTWN INSIDE FACE OF
WALL & FACE OF HORIZ. BARS
ENGINEERED DESIGN PER
ACI 332-04, REQUIREMENTS
FOR RESIDENTIAL
CONCRETE CONSTRUCTION
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8"
10
"
R E F E R TO
FL
A
G
G
E
D
NO
T
E
FO
R
NU
M
B
E
R
& SP
A
C
I
N
G
OF
HO
R
I
Z
O
N
T
A
L
R E B A R S 8" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
6"
HE
E
L
CU
T
(U
N
L
E
S
S
OT
H
E
R
W
I
S
E
NO
T
E
D
ON
PL
A
N
S
)
1 2" x 9 12" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
R-15HD BATT INSULATION:
- w/ R-15HD KRAFT FACED
- w/ R-15HD KRAFT FACED
R-15HD BATT INSULATION:
COURSES SOLID
GROUT FIRST TWO
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
2x M29 (or equivalent)
MACHINE GRADED FLOOR JOISTS
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
2x M29 (or equivalent)
MACHINE GRADED FLOOR JOISTS
T&G O.S.B. SUBFLOOR
- SEE FRAMING PLAN FOR
THICKNESS
- GLUED, NAILED, AND SCREWED
SCALE:
WALL SECTION - LOW BRICK / FCB SIDING
3/4" = 1'-0"
8 1 2 "
MI
N
.
2 3 4 "±
1
"
8'
-
1
"
PRE-ENGINEERED WOOD
@ 24" O.C.
ROOF TRUSSES:
7/16" O.S.B. ROOF SHEATHING:
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
- w/ PLY-CLIPS
INSULATION BAFFLE
M
I
N
.
2nd FLR. SUBFLR.
2x2 NAILER
DBL. 2x4 TOP PLATE
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
2x4 FRAME WALL:
BATT INSULATION
- IN EA. TRUSS SPACE
- CONTINUOUS ALONG
BAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
VENTED SOFFIT
04
WS-B4
05
WS-B4
158" BARGE MOULD
08
WS-B4
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
24" O.C. VERT. (9 BRICK COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER:
3 1 2 "
7'-
8
1 2 " OR
8'
-
8
1 2 "
U N B R A C E D W A L L HE
I
G
H
T
8'
-
1
"
OR
9'
-
1
"
- SE
E
F L O O R PL
A
N
S
1 1 2 "
8'
-
0
"
OR
9'
-
0
"
(R E F E R TO
FO
U
N
D
A
T
I
O
N
PL
A
N
S
)
T/ FOOTING
T/ SLAB
T/ FDN. WALL
1st FLR. SUBFLR.
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
- CONTINUOUS ALONGBAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
2x4 FRAME WALL:
BATT INSULATION
8" THICK CAST-IN-PLACE
2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
CONCRETE FOUNDATION WALL:
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
BITUMINOUS ASPHALT ALL WALL
TIES, CONTROL JOINTS, & COLD
JOINTS.
- SPRAY APPLY (2) COATS
BITUMINOUS DAMPROOFING
BELOW GRADE,TYPICAL.
- REFER TO FOUND. PLAN FOR
WATERPROOFING INFO. IF
REQUIRED.
GRAVEL FILL
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
12" DRYWALL
12" DRYWALL
34" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
10
"
or
12
"
11
1 2 "
or
13
1 2 "
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ⅊, TYP.
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 5" CAST STONE SILL, TYP.
- PULL BTM. 1"±
APPROXIMATE 1" AIR SPACE TO
ALLOW FOR STANDARD
CONSTRUCTION TOLERANCES,
SUCH AS MORTAR PROTRUSION,
SQUARENESS OF FOUNDATION,
ETC. THE INTENT OF THE AIR
SPACE BEHIND THE BRICK VENEER
IS TO ALLOW MOISTURE THAT
ENTERS THE CAVITY TO MIGRATE
DOWN AND OUT THROUGH THE
BRICK WEEPHOLES.
- w/ WEEP CARDS
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
R-38 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
6 MIL POLY VAPOR
BARRIER
4" Ø DRAIN TILE:
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
03
WS-B4
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 22" o.c. & (3)
#4 REBARS HORIZONTALLY
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 19" o.c. & (4)
#4 REBARS HORIZONTALLY
FOR 8' & 9' WALL HEIGHTS:
ONE HORIZ. BAR SHALL BE
WITHIN THE TOP 24", ONE IN
THE BOTTOM 24" w/ THE
REMAINING BARS EQUALLY
SPACED, MIN. 2" CONCRETE
COVER BTWN INSIDE FACE OF
WALL & FACE OF HORIZ. BARS
ENGINEERED DESIGN PER
ACI 332-04, REQUIREMENTS
FOR RESIDENTIAL
CONCRETE CONSTRUCTION
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8"
10
"
R E F E R TO
FL
A
G
G
E
D
NO
T
E
FO
R
NU
M
B
E
R
& SP
A
C
I
N
G
OF
HO
R
I
Z
O
N
T
A
L
R E B A R S
14"
O.H.
8" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
6"
HE
E
L
CU
T
(U
N
L
E
S
S
OT
H
E
R
W
I
S
E
NO
T
E
D
ON
PL
A
N
S
)
12" x 912" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
R-15HD BATT INSULATION:
- w/ R-15HD KRAFT FACED
- w/ R-15HD KRAFT FACED
R-15HD BATT INSULATION:
COURSES SOLID
GROUT FIRST TWO
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
HE
I
G
H
T
VA
R
I
E
S
- R E F E R TO
EL
E
V
A
T
I
O
N
,
SH
E
E
T
A1
.
0
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
2x M29 (or equivalent)
MACHINE GRADED FLOOR JOISTS
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
2x M29 (or equivalent)
MACHINE GRADED FLOOR JOISTS
T&G O.S.B. SUBFLOOR
- SEE FRAMING PLAN FOR
THICKNESS
- GLUED, NAILED, AND SCREWED
FIBER CEMENT BOARD SIDING
METAL FLASHING
2x10 BLOCKING
CANT.
- SPECIFIC TO ELEVATIONS, SHEET A1.0
1x BAND BOARD
412"
- REFER TO NOTES ON SECTIONS
BRICK VENEER
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING1x8 RAKE BOARD
1x6 BACK-UP
1 1 2 "±
SECTION -SIDED GABLE OVER BRICK
SCALE:3/4" = 1'-0"
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
STRUCTURAL SHT'G
CONT. @ UNDERSIDE
OF BLK'G, TYP.
BLOWN-IN INSULATION
7'
-
8
1 2 " OR
8'
-
8
1 2 "
U N B R A C E D W A L L HE
I
G
H
T
8'
-
0
"
OR
9'
-
0
"
(R E F E R TO
FO
U
N
D
A
T
I
O
N
PL
A
N
S
)
3 1 2 "
T/ FOOTING
T/ SLAB
SCALE: 3/4" = 1'-0"
WALL SECTION - FDN. BRICK CURBS UP TO 48"
VERTICAL #4 RE-BARS
- MAINTAIN MINIMUM 2" COVER
@ 18" O.C., VERTICAL SPACING
2'
-
0
"
MA
X
I
M
U
M
DE
P
T
H
FO
R
8"
TH
I
C
K
WA
L
L
4"
CURB
T/ FDN. WALL
24" O.C. VERT. (9 COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER:
NOTE:
NO RE-BAR IS REQUIRED IN 10"
FOUNDATION WALLS w/ A 4"w
CURB AND 6"w STEM WALL.
MAXIMUM DEPTH OF BRICK CURB
IN A 10" THICK WALL IS 48".
06
WS-B2
GRAVEL FILL
NOTE:
EXTEND VERTICAL RE-BARS
18" BELOW BTM./ BRICK CURB
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
CONC. FOUNDATION WALL
8" THICK CAST-IN-PLACE
WATERPROOFING
(2) COATS SPRAY-
APPLICATION BITUMINOUS
- APPLIED BELOW GRADE
- REFER TO FOUNDATION PLAN
FOR INFORMATION REGARDING
DAMPPROOFING:
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
- w/ WEEP CARDS
06
WS-B4
OR
FOR BRICK CURBS GREATER
THAN 8"d. AND UP TO 2'-0"d. IN
AN 8"thk. WALL:
4" Ø DRAIN TILE:
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
W
I
L
L
I
A
M
L .
K A U F H O L Z
A R C H I T E
C
T
RE
A
S
O
N
FO
R
PL
O
T
:
PL
O
T
DA
T
E
:
Job No.
Sheet No.
IN
NE
W
R E S I D E N C E FO
R
:
HO
M
E
S
I
T
E
NO
.
OF
F
I
C
E
R E V I E W :
MA
S
T
E
R
BY
:
DA
T
E
:
C
DA
T
E
:
FI
S
C
H
E
R
HO
M
E
S
IN
D
I
A
N
A
P
O
L
I
S
,
LP
66
0
2
EA
S
T
75
T
H
ST
R
E
E
T
IN
D
I
A
N
A
P
O
L
I
S
,
IN
46
2
5
0
(3
1
7
)
34
8
-
2
5
0
0
F I E L D SP
E
C
HO
T
L
I
N
E
:
(8
5
9
)
34
4
-
7
1
0
0
CO
P
Y
R
I
G
H
T
A L L RI
G
H
T
S
R E S E R V E D
FI
S
C
H
E
R
HO
M
E
S
,
In
c
.
JO
B
IN
F
O
:
DA
T
E
:
PR
O
J
E
C
T
CO
O
R
D
I
N
A
T
O
R
:
PH
O
N
E
No
:
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
V
I
S
I
O
N
:
RE
V
I
S
I
O
N
:
RE
V
I
S
I
O
N
:
RE
V
I
S
I
O
N
:
HO
M
E
TY
P
E
:
PL
A
N
NO
.
E X T E R I O R :
5/
9
/
2
0
1
8
10
:
5
8
AM
--
-
-
OBF-072
HU
A
JI
N
& K E L L Y L E B E T T E R
1 4 4 4 5 O V E R B O O K DR
I
V
E
W H E A T L A N D
G6
9
9
FN O V E R B R O O K F A R M S
C A R M E L , IN
46
0
7
4
07
2
--
-
-
8 5 9 .3 4 4 .3 1 1 5
3/
8
/
1
8
CH
R
I
S
T
I
N
A
BI
S
H
O
P
3/1
2
/
1
8
--
-
-
GR
A
N
D
E S T A T E S C O L L E C T I O N
fi
e
l
d
s
p
e
c
c
h
a
n
g
e
@
f
i
s
c
h
e
r
h
o
m
e
s
.
c
o
m
R E V I S E D BY
:
TE
A
M
MA
N
A
G
E
R
:
PH
O
N
E
No
:
85
9
.
4
2
6
.
4
2
2
3
SH
E
Z
R
A
SI
S
K
O
W
I
C
WS-B3
05/29/18
Mike Sheeks