HomeMy WebLinkAboutS00301 02 0304
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
1 1 2 "
8'
-
0
"
OR
9'
-
0
"
(R E F E R TO
FO
U
N
D
A
T
I
O
N
P L A N S )
T/ FOOTING
T/ SLAB
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 9 1/2"
FROM TOP OF WALL
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)
4" Ø DRAIN TILE
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
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
F L A G G E D NO
T
E
FO
R
NU
M
B
E
R
& SP
A
C
I
N
G
OF
H O R I Z O N T A L R E B A R S
912" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
GROUT FIRST TWO COURSES SOLID
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
9 1 2 "
MI
N
.
14"
O.H.
- w/ WEEP CARDS
WALL SECTION - BRICK
SCALE:
5/4 NAILERS
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER
2x3 BLOCKS @ 24" O.C.
1x2 NAILERS
- 2" WIDE RIPPERS
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
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
2x2 NAILER
DBL. 2x4 TOP PLATE
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- IN EA. TRUSS SPACE
T/ 1st FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
2x4 PRESSURE-TREATED
SILL PLATE
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ⅊, TYP.
01
WS-B2
3/4" = 1'-0"
8'
-
1
"
,
9'
-
1
"
or
10
'
-
1
"
- SE
E
F L O O R P L A N S
1st FLR. SUBFLR.
03
WS-B2
VENTED SOFFIT
APPROXIMATE 78" 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.
R-38 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
1x GUTTER BOARD
- w/ ALUMINUM GUTTER
312"
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1
"
M
I
N
.
1 2" x 9 12" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 312"
03
WS-B4
OR
01
WS-B4
OR
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
2x M29 (or equivalent)
MACHINE GRADED FLOOR JOISTS
DRIP EDGE - GUTTER
- STYLE 'G' - 234" x 112"
- INSTALL DIRECTLY
TO OSB, BENEATH
UNDERLAYMENT
22" O.C. VERT. (7 BRICK COURSES)
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
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
1 1 2 "
8'
-
0
"
OR
9'
-
0
"
(R E F E R TO
FO
U
N
D
A
T
I
O
N
P L A N S )
T/ FOOTING
T/ SLAB
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 9 1/2"
FROM TOP OF WALL
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)
4" Ø DRAIN TILE
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
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
F L A G G E D NO
T
E
FO
R
NU
M
B
E
R
& SP
A
C
I
N
G
OF
H O R I Z O N T A L R E B A R S
912" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
GROUT FIRST TWO COURSES SOLID
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)WALL SECTION - LOW BRICK / FCB SIDING
SCALE: 3/4" = 1'-0"
04
WS-B4
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER
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
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- IN EA. TRUSS SPACE
T/ 1st FLR. DBL. TOP ⅊
2x4 PRESSURE-TREATED
SILL PLATE
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ⅊, TYP.
9 1 2 "
MI
N
.
14"
O.H.
8'
-
1
"
,
9'
-
1
"
or
10
'
-
1
"
- SE
E
F L O O R P L A N S
1st FLR. SUBFLR.
VENTED SOFFIT
APPROXIMATE 78" 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
R-38 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
1x GUTTER BOARD
- w/ ALUMINUM GUTTER
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1
"
M
I
N
.
1 2" x 9 12" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
03
WS-B4
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
2x M29 (or equivalent)
MACHINE GRADED FLOOR JOISTS
22" O.C. VERT. (7 BRICK COURSES)
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
08
WS-B4
2x2 NAILER
DBL. 2x4 TOP PLATE
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
12" DRYWALL
12" DRYWALL
- UNLESS NOTED OTHERWISE
ON PLAN
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 4" CAST STONE SILL, TYP.
- PULL BTM. 1"±
2 5 8 "±
HE
I
G
H
T
VA
R
I
E
S
- R E F E R TO
E L E V A T I O N , SH
E
E
T
A1
.
0
4" Ø DRAIN TILE
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
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
WALL SECTION - FCB SIDING
SCALE:
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
2x2 NAILER
DBL. 2x4 TOP PLATE
1x GUTTER BOARD
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- IN EA. TRUSS SPACE
T/ 1st FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
VENTED SOFFIT 04
WS-B4
3 1 2 "
8'
-
1
"
,
9'
-
1
"
or
10
'
-
1
"
- SE
E
F L O O R P L A N S
1 1 2 "
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
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ⅊, TYP.
07
WS-B4
8 1 2 "
MI
N
.
3/4" = 1'-0"
R-38 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
7'
-
8
1 2 "O
R
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
P L A N S )
1
"
M
I
N
.
GRAVEL FILL
8" THICK CAST-IN-PLACE
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.
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
07
WS-C4
OR
04
WS-C4
OR
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
2x M29 (or equivalent)
MACHINE GRADED FLOOR JOISTS
6 MIL POLY VAPOR
BARRIER
PER PLAN
PLAN FOR SPECIFIC INFO
BASEMENT INSULATION
NOT SHOWN
- TYPE AND DEPTH VARIES
- SEE NOTES ON FOUNDATION
NOTE:
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
8"
10
"
R E F E R TO
F L A G G E D NO
T
E
FO
R
NU
M
B
E
R
& SP
A
C
I
N
G
OF
H O R I Z O N T A L R E B A R S
2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
1 2" x 9 12" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
- REFER TO SHEET A1.0 FOR SIZE
11
WS-B2
11
WS-B4
GROUT FIRST COURSE SOLID
18"
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
1 1 2 "
8'
-
0
"
OR
9'
-
0
"
(R E F E R TO
FO
U
N
D
A
T
I
O
N
P L A N S )
T/ FOOTING
T/ SLAB
T/ FDN. WALL
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 9 1/2"
FROM TOP OF WALL
9 1 2 "
MI
N
.
GRAVEL FILL
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.
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
OR
6 MIL POLY VAPOR
BARRIER
PER PLAN
PLAN FOR SPECIFIC INFO
BASEMENT INSULATION
NOT SHOWN
- TYPE AND DEPTH VARIES
- SEE NOTES ON FOUNDATION
NOTE:
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
8"
10
"
R E F E R TO
F L A G G E D NO
T
E
FO
R
NU
M
B
E
R
& SP
A
C
I
N
G
OF
H O R I Z O N T A L R E B A R S
4" Ø DRAIN TILE
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
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
912" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)WALL SECTION - BRICK / CULTURED STONE
SCALE: 3/4" = 1'-0"
CULTURED STONE VENEER
SCRATCH COAT
ON 3x8x16 SOLID BLOCK
358"h. x 6 58"w. CAST STONE SILL, TYP.
- PROJECT BTM. 1" ±
HE
I
G
H
T
VA
R
I
E
S
R E F E R TO
E L E V A T I O N , SH
T
A1
.
0
5/4 NAILERS
@ 24" O.C. HORIZONTAL
CMU WEEPHOLES
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER
2x3 BLOCKS @ 24" O.C.
1x2 NAILERS
- 2" WIDE RIPPERS
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
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
2x2 NAILER
DBL. 2x4 TOP PLATE
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- IN EA. TRUSS SPACE
T/ 1st FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
2x4 PRESSURE-TREATED
SILL PLATE
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ⅊, TYP.
01
WS-B2
8'
-
1
"
,
9'
-
1
"
or
10
'
-
1
"
- SE
E
F L O O R P L A N S
1st FLR. SUBFLR.
VENTED SOFFIT
APPROXIMATE 78" 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
R-38 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
1x GUTTER BOARD
- w/ ALUMINUM GUTTER
312"
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1
"
M
I
N
.
1 2" x 9 12" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 312"
01
WS-B4
OR
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
2x M29 (or equivalent)
MACHINE GRADED FLOOR JOISTS
22" O.C. VERT. (7 BRICK COURSES)
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
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S H E Z Y R A SI
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06/29/18
Adam Schriner