HomeMy WebLinkAboutA008WALL SECTION - BRICK
SCALE: 3/4" = 1'-0"
1 4"
O.H.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
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
31 2" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE912"MIN.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"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 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)
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
2x4 PRESSURE-TREATED
SILL PLATE
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL , TYP.
VENTED SOFFIT
15 8" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
APPROXIMATE 7 8" 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
- 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"
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
- GLUED, NAILED, AND SCREWED 8'-1"- REFER TO SHEET A1.0 FOR SIZE
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
- GLUED, NAILED, AND SCREWED
1 4"
O.H.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
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 BASE912"MIN.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"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 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)
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-38 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 ALONG
BAND BOARDS
T/ 2nd FLR. DBL. TOP
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP
VENTED SOFFIT
15 8" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
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
1 2" DRYWALL
1 2" DRYWALL
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
21 4" x 4" CAST STONE SILL, TYP.
- PULL BTM. 1"±
- w/ WEEP CARDS
- 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 1 4" LAP
- TYPICAL
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
12" x 912" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
8'-1"22" O.C. VERT. (7 BRICK COURSES)
APPROXIMATE 7 8" 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 SCREWED8'-614" OR 9'-614" (2x10's)8'-814" OR 9'-814" (2x12's)T/ WINDOW
14"
O.H.312" 7'-812" 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. 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 BASE912"MIN.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"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 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)
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 BAFFLE
MI
N.
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 ALONG
BAND BOARDS
T/ 2nd FLR. DBL. TOP
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP
VENTED SOFFIT
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
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
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
21 4" x 4" CAST STONE SILL, TYP.
- PULL BTM. 1"±
- w/ WEEP CARDS
R-38 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 1 4" LAP
- TYPICAL
HEIGHT VARIES - REFER TO ELEVATION, SHEET A1.0 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
1 2" x 9 1 2" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
8'-1"15 8" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
22" O.C. VERT. (7 BRICK COURSES)
APPROXIMATE 7 8" 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
GROUT FIRST COURSE SOLID
CULTURED STONE VENEER
SCRATCH COAT
ON 3x8x16 SOLID BLOCK
35 8"h. x 65 8"w. CAST STONE SILL, TYP.
- PROJECT BTM. 1" ±HEIGHT VARIES
REFER 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"
18"
O.H.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.
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 9 1/2"
FROM TOP OF WALL
- 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
2x4 PRESSURE-TREATED
SILL PLATE
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL , TYP.
VENTED SOFFIT
15 8" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
912"MIN.APPROXIMATE 7 8" 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
- UNLESS NOTED OTHERWISE
ON PLAN
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.
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"
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"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED 8'-1"- REFER TO SHEET A1.0 FOR SIZE
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
- GLUED, NAILED, AND SCREWED358"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
91 2" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)INDIANAPOLIS DIVISION01 02 03 04REASON FOR PLOT: PLOT DATE: Job No.
Sheet No.INNEW RESIDENCE FOR: HOMESITE NO. MASTER BY: DATE: C DATE: FISCHER HOMES INDIANAPOLIS LP6602 E 75TH ST SUITE 400INDIANAPOLIS IN 46250317.348.2500FIELD SPEC HOTLINE: (859) 344-7100COPYRIGHT ALL RIGHTS RESERVED
FISCHER HOMES, Inc.JOB INFO: DATE: PHONE No: HOME TYPE: PLAN NO. EXTERIOR: 12/10/2018 3:19 PM OBF-071RAFAEL & ANNYMILIA BASSO14460 PEMBERTON LANEINGLENOOKG250AHOVERBROOK FARMS
CARMEL, IN 46074071 ---- ---- 2016 859.344.3115
11/30/18 CHRISTINA BISHOPGRAND ESTATE COLLECTION
fieldspecchange@fischerhomes.com
REVISED BY: TEAM MANAGER:PHONE No:859.426.4223SHEZYRA SISKOWICWS-B1
12/21/18
Mike Sheeks