HomeMy WebLinkAboutA011PRESSURE OF 60 P.C.F.
(ACTIVE)1PRE-ENGINEERED WOOD- w/ 15# ROOF FELT
WALL SECTION - CULTURED STONE
- CONTINUOUS ALONG
BAND BOARDS
1
1
@ 16" OR 19.2" o.c.
FIBERGLASS / ASPHALT SHINGLES 1'-0" O.H.
- PROVIDE 7" EXPOSURE
1111ROOF TRUSSES
R-15HD BATT INSULATION
- GLUED, NAILED, AND SCREWED
- APPLY CONTINUOUS POLY
FOR SIZE OF JOISTS
- SEE FRAMING PLANS
@ 16" OR 19.2" o.c.
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
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
METAL FLASHING w/ DRIP EDGE
316" Ø ROPE BEHIND PAPER &
OUT WEEP SCREED HOLES
- EXTEND 24" UP FRAME WALL
NOTE:
HOLD FLASHING DOWN 1"
FROM T/ FOUNDATION
- TYPICAL
2x2 NAILERS
- w/ 7/16" OSB BACK-UP
CULTURED STONE VENEER
SCRATCH COAT
METAL LATHE
- w/ ASPHALT IMPREGNATED
MEMBRANE
- INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 6" o.c.
VERTICAL & 16" o.c. HORIZONTAL
(NAIL INTO EVERY STUD)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
R-38 BLOWN-IN INSULATION
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. 8 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
WALL SECTION - CULTURED STONE
SCALE: 3/4" = 1'-0"
(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
T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
2x4 PRESSURE-TREATED
SILL PLATE
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ®, TYP.
VENTED SOFFIT
812"MIN.- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
12" DRYWALL
CULTURED STONE VENEER
SCRATCH COAT
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"MIN.
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1 2" x 9 1 2" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 2"
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
6 MIL POLY VAPOR
BARRIER
PER PLAN
PLAN FOR SPECIFIC INFO
BASEMENT INSULATION
NOT SHOWN
- TYPE AND DEPTH VARIES
- SEE NOTES ON FOUNDATION
NOTE:
31 2" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
8" 10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
SCREED w/ WEEP HOLES 8'-1"15 8" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
- REFER TO SHEET A1.0 FOR SIZE
4" Ø DRAIN TILE
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
METAL FLASHING w/ DRIP EDGE
316" Ø ROPE BEHIND PAPER &
OUT WEEP SCREED HOLES
- EXTEND 24" UP FRAME WALL
NOTE:
HOLD FLASHING DOWN 1"
FROM T/ FOUNDATION
- TYPICAL
SCREED w/ WEEP HOLES
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
R-38 BLOWN-IN INSULATION
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. 8 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
SCALE: 3/4" = 1'-0"
(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 ®
1 2" DRYWALL
1 2" DRYWALL
T/ 1st FLR. DBL. TOP ®
1 2" DRYWALL
1 2" DRYWALL
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
2x4 PRESSURE-TREATED
SILL PLATE
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ®, TYP.
VENTED SOFFIT 812"MIN.- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN 1"MIN.
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 1/2" x 3" METAL DRIP FLASHING
w/ 1" HEM, TYP.
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2 1/4"h. x 2 3/4"w. CAST STONE SILL, TYP.
- PROJECT BTM. 3/4"±
- SLOPE 3/8" MIN.
CULTURED STONE VENEER
SCRATCH COAT
METAL LATHE
- w/ ASPHALT IMPREGNATED
MEMBRANE
- INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 6" o.c.
VERTICAL & 16" o.c. HORIZONTAL
(NAIL INTO EVERY STUD)
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
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
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE (3) #4 REBARS
CONTINUOUS AROUND
PERIMETER OF FDN.
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE (4) #4 REBARS
CONTINUOUS AROUND
PERIMETER OF FDN.
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
8" 10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 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
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED 8'-1"15 8" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
- REFER TO SHEET A1.0 FOR SIZE
8'-514" OR 9'-514" (2x10's)8'-714" OR 9'-714" (2x12's)T/ WINDOW
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)312" 7'-81 2" 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
R-38 BLOWN-IN INSULATION
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
SCALE: 3/4" = 1'-0"
(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
1 2" DRYWALL
T/ 1st FLR. DBL. TOP ®
12" DRYWALL
12" DRYWALL
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
2x4 PRESSURE-TREATED
SILL PLATE
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ®, TYP.
VENTED SOFFIT 812"MIN.- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN 1"MIN.
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 1/2" x 3" METAL DRIP FLASHING
w/ 1" HEM, TYP.
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2 1/4"h. x 2 3/4"w. CAST STONE SILL, TYP.
- PROJECT BTM. 3/4"±
- SLOPE 3/8" MIN.
CULTURED STONE VENEER
SCRATCH COAT
METAL LATHE
- w/ ASPHALT IMPREGNATED
MEMBRANE
- INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 6" o.c.
VERTICAL & 16" o.c. HORIZONTAL
(NAIL INTO EVERY STUD)
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 A1.0FOR 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
6 MIL POLY VAPOR
BARRIER
PER PLAN
PLAN FOR SPECIFIC INFO
BASEMENT INSULATION
NOT SHOWN
- TYPE AND DEPTH VARIES
- SEE NOTES ON FOUNDATION
NOTE:
31 2" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
8" 10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 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 1 2" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED 8'-1"15 8" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
- REFER TO SHEET A1.0 FOR SIZE
4" Ø DRAIN TILE
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
METAL FLASHING w/ DRIP EDGE
316" Ø ROPE BEHIND PAPER &
OUT WEEP SCREED HOLES
- EXTEND 24" UP FRAME WALL
NOTE:
HOLD FLASHING DOWN 1"
FROM T/ FOUNDATION
- TYPICAL
SCREED w/ WEEP HOLES
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE (3) #4 REBARS
CONTINUOUS AROUND
PERIMETER OF FDN.
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE (4) #4 REBARS
CONTINUOUS AROUND
PERIMETER OF FDN.
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
INDIANAPOLIS DIVISION01 0203 OVERBROOK FARMS
REASON FOR PLOT: PLOT DATE: Job No.
Sheet No.INHOMESITE NO. MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVED
FISCHER HOMES, Inc.JOB INFO: DATE: HOME TYPE:PLAN:5/10/2019 1:02 PM# LKHANNAA MAAMUUJAV3960 BEAR CREEK WAYMARSHALL
47-480-MARSHALL FRENCH MANOR WITH BRICK & STONECARMEL, IN91 05/2017
-------- ------------fieldspecchange@fischerhomes.com
REVISED BY:---- ---- ----SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.com
Fischer Homes Indianapolis II, LLC----05/31/19
William Hohlt