HomeMy WebLinkAboutA12401020304WALL SECTION - BRICK
SCALE: 3/4" = 1'-0"
14"
O.H.31 2" 7'-8 12" OR 8'-8 12"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING
T/ SLAB
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
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.
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
03
WS-B2812"MIN.NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 21" 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 332-14, 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"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS612" DEPTH BRICK CURB
w/ NO RE-INFORCING
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
5/4 NAILERS
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
22" O.C. VERT. (7 BRICK COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER
2x3 BLOCKS @ 24" O.C.
1x2 NAILERS
- 2" WIDE RIPPERS
8'-1" OR 9'-1"- SEE FLOOR PLANSPRE-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
1st FLR. SUBFLR.
2nd FLR. SUBFLR.
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
2x2 NAILER
DBL. 2x4 TOP PLATE
1x GUTTER BOARD
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- IN EA. TRUSS SPACE
R-15HD BATT INSULATION
- CONTINUOUS ALONG
BAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
VENTED SOFFIT 01
WS-B2
02
WS-B2
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
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-49 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
312"
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS) 1"MIN
.
1 2" x 9 12" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 312"
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED 8'-1"- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
GRAVEL FILL
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
4" Ø DRAIN TILE
w/ FILTER MEMBRANE
- w/ GRAVEL FILL
TOOLED JOINT KEY-WAY
IN FOOTING
2x4 PRESSURE-TREATED SILL PLATE
- REFER TO GENERAL NOTES FOR
ATTACHMENT TO FOUNDATION
- APPLY CONTINUOUS POLY SILL
SEALER TO SILL ⅊, TYP.
DRIP EDGE - GUTTER
- STYLE 'G' - 234" x 112"
- INSTALL DIRECTLY
TO OSB, BENEATH
UNDERLAYMENT
312" 7'-812" OR 8'-812"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING
T/ SLAB
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
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.
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8" 10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARSNOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
SCALE:
WALL SECTION - HIGH BRICK / FCB SIDING
3/4" = 1'-0"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-49 BLOWN-IN INSULATION
INSULATION BAFFLE MIN.
2nd FLR. SUBFLR.
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
R-15HD BATT INSULATION
- CONTINUOUS ALONGBAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
VENTED SOFFIT
04
WS-B2
05
WS-B2
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
07
WS-B2
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER
8'-1" OR 9'-1"- SEE FLOOR PLANS1st FLR. SUBFLR.
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
12" DRYWALL
12" DRYWALL
03
WS-B2
METAL DRIP FLASHING, TYP.
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 4" CAST STONE SILL, TYP.
- PULL BTM. 1"±
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
12" x 912" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
8'-1"22" O.C. VERT. (7 BRICK COURSES)
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.
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
8'-814" OR 9'-8HEIGHT VARIES - REFER TO ELEVATION, SHEET A1.0T/ WINDOW
GRAVEL FILL
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
4" Ø DRAIN TILE
w/ FILTER MEMBRANE
- w/ GRAVEL FILL
TOOLED JOINT KEY-WAY
IN FOOTING
2x4 PRESSURE-TREATED SILL PLATE
- REFER TO GENERAL NOTES FOR
ATTACHMENT TO FOUNDATION
- APPLY CONTINUOUS POLY SILL
SEALER TO SILL ⅊, TYP.
DRIP EDGE - GUTTER
- STYLE 'G' - 2 3 4" x 1 12"
- INSTALL DIRECTLY
TO OSB, BENEATH
UNDERLAYMENT
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 21" 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 332-14, REQUIREMENTS
FOR RESIDENTIAL
CONCRETE CONSTRUCTION
14"
O.H.FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL 812"MIN.612" DEPTH BRICK CURB
w/ NO RE-INFORCING
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
- w/ WEEP CARDS
31 2" 7'-8 12" OR 8'-8 12"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING
T/ SLAB
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
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.
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8" 10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARSNOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
SCALE:
WALL SECTION - LOW BRICK / FCB SIDING
3/4" = 1'-0"258"±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 BAFFLEMIN.
2nd FLR. SUBFLR.
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
R-15HD BATT INSULATION
- CONTINUOUS ALONGBAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
VENTED SOFFIT 04
WS-B2
05
WS-B2
08
WS-B2
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER 8'-1" OR 9'-1"- SEE FLOOR PLANS1st FLR. SUBFLR.
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
12" DRYWALL
12" DRYWALL
03
WS-B2
METAL DRIP FLASHING, TYP.
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 4" CAST STONE SILL, TYP.
- PULL BTM. 1"±
R-49 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
HEIGHT VARIES - REFER TO ELEVATION, SHEET A1.0 1 2" x 9 12" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
8'-1"158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
22" O.C. VERT. (7 BRICK COURSES)
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.
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
GRAVEL FILL
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
4" Ø DRAIN TILE
w/ FILTER MEMBRANE
- w/ GRAVEL FILL
TOOLED JOINT KEY-WAY
IN FOOTING
2x4 PRESSURE-TREATED SILL PLATE
- REFER TO GENERAL NOTES FOR
ATTACHMENT TO FOUNDATION
- APPLY CONTINUOUS POLY SILL
SEALER TO SILL ⅊, TYP.
DRIP EDGE - GUTTER
- STYLE 'G' - 23 4" x 1 1 2"
- INSTALL DIRECTLY
TO OSB, BENEATH
UNDERLAYMENT
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 21" 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 332-14, REQUIREMENTS
FOR RESIDENTIAL
CONCRETE CONSTRUCTION
14"
O.H.FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL 812"MIN.612" DEPTH BRICK CURB
w/ NO RE-INFORCING
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
- w/ WEEP CARDS
01
WS-B2
02
WS-B2
11
WS-B2
CULTURED STONE VENEER
SCRATCH COAT
ON 3x8x16 SOLID BLOCK
358"h. x 658"w. CAST STONE SILL, TYP.
- PROJECT BTM. 1" ±HEIGHT VARIESREFER TO ELEVATION, SHT A1.05/4 NAILERS
@ 24" O.C. HORIZONTAL
CMU WEEPHOLES
22" O.C. VERT. (7 BRICK COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER
2x3 BLOCKS @ 24" O.C.
1x2 NAILERS
- 2" WIDE RIPPERS
WALL SECTION - BRICK / CULTURED STONE
SCALE: 3/4" = 1'-0"312" 7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-1" OR 9'-1"- SEE FLOOR PLANS112"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"(REFER TO FOUNDATION PLANS)INSULATION BAFFLE
T/ FOOTING
T/ SLAB
T/ FDN. WALL
1st FLR. SUBFLR.
2nd FLR. SUBFLR.
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
2x2 NAILER
DBL. 2x4 TOP PLATE
1x GUTTER BOARD
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- IN EA. TRUSS SPACE
R-15HD BATT INSULATION
- CONTINUOUS ALONG
BAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
VENTED SOFFIT
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
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-49 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
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.
312"
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)1"MIN.
1 2" x 9 12" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 312"
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"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARST&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED 8'-1"- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED358"NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
GRAVEL FILL
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
4" Ø DRAIN TILE
w/ FILTER MEMBRANE
- w/ GRAVEL FILL
TOOLED JOINT KEY-WAY
IN FOOTING
2x4 PRESSURE-TREATED SILL PLATE
- REFER TO GENERAL NOTES FOR
ATTACHMENT TO FOUNDATION
- APPLY CONTINUOUS POLY SILL
SEALER TO SILL ⅊, TYP.
DRIP EDGE - GUTTER
- STYLE 'G' - 234" x 112"
- INSTALL DIRECTLY
TO OSB, BENEATH
UNDERLAYMENT
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 21" 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 332-14, REQUIREMENTS
FOR RESIDENTIAL
CONCRETE CONSTRUCTION
FINISH GRADE - VARIES
18"
O.H.
- SEE EXTERIORS, SHEET # A1.0
612" DEPTH BRICK CURB
w/ NO RE-INFORCING
FROM TOP OF WALL
- HOLD DOWN MIN. 8 1/2"812"MIN.WILLIAML.KAU FH O L Z
A RCHITECTOVERBROOK FARMSREASON FOR PLOT: PLOT DATE:Job No.
Sheet No.IN HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVD ERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:58 AM# OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLUSAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCWS-B1
04/01/21