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A6.1
08
D2.1
03
A6.1
04
A6.1
08
D2.1
08
D2.1
01
A6.1
UP
3
A
B
C
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
12
D2.1
06
D2.1
D WP01
A1.1
12
D2.1
12
A1.1
NOTE:
FLOOR SLAB STEPS UP 5'-412"
@ 5'-8"h. FOUNDATION WALL
NOTE:
APPLY DAMP OR WATER
PROOFING TO THESE
WALLS ALSO
6" SLEEVE THRU BASEMENT
FOOTING FOR CONTINUOUS
DRAIN TILE
4"w. x 6"d. LEDGE @ TOP OF
WALL FOR SLAB SUPPORT
- TURN DOWN SLAB TO LEDGE
RADON PIPE
- DETAIL 02/D2.1
WOOD GUARDRAIL
- EACH SIDE
WOOD HANDRAIL
- ONE SIDE
CONTROL JOINT
VERTICAL CONTROL JOINT
- SEE DETAIL 01/D2.1
W8 x 24 STEEL BEAM3" Ø SCHEDULE 40
STEEL COLUMN
48" x 48" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 312"
FROM T/ SLAB
WH
FURNACE
REC ROOM
BASEMENT
UNEXCAVATED
CONTROL JOINT
FD
CONTROL JOINT WINDOW WELL- w/ DRAIN5040 SLHOLD T/ GARAGE SLAB
DOWN 6" FROM T/FDN.
& SLOPE TO O.H. DOOR
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 10/D2.1
℄
℄
FULL BATH
ROUGH-IN SET T/WDW DOWN 10" FROM T/FDN.LINE OF LANDING ABOVEC.I.P. CONCRETE FT'G
- REFER TO DETAILS, SHEET D5.0
- SAFETY COVER8" C.I.P. CONCRETE
FOUNDATION WALLS
8'-0" FOUNDATION
NOTE:
4'-0"h. FDN. WALLS AT
GARAGE & LOWER LEVEL
- UNLESS OTHERWISE
NOTED IN FIELD FILE
- (1) NO. 4 REBAR CONT.
@ TOP & BOTTOM
PERIMETER INSULATION
- DEPTH PER CODE
- REFER TO GN
20" x 36" x 8"d.
C.I.P. CONCRETE
FOOTING
CONTROL JOINT
20" x 36" x 8"d.
C.I.P. CONCRETE
FOOTING
6" SLEEVE THRU BASEMENT
FOOTING FOR CONTINUOUS
DRAIN TILE
VERTICAL CONTROL JOINT
- SEE DETAIL 01/D2.1
HOLD T/ WALL DOWN 4"
FOR SLAB POUR-THRU
@ STAIR LANDING
8" x 18" C.I.P.
CONCRETE FOOTINGS
#4 REBAR @ 18" o.c.
- FRONT TO BACK
WATER
SOFT. R.I.
LOCATION
EJECTOR
LOC. TBD
IN FIELD DEDICATED OUTLET
FOR SUMP
SUMP
LOC. TBD
IN FIELD
SIM.
FD
NOTE:
MINIMUM 6 12" DEEP BRICK
CURBING AS REQUIRED PER
COMMUNITY FEATURES
- STEP LOCATIONS AND DEPTH
PER STANDARDS AND
GUIDELINES ON DTL. SHT. D2.3
3'-1112"
9'-3"
8"13'-012"TO ℄ STEEL COLUMN15'-9"
TO ℄ STEEL BEAM
8"
6'-10" 6'-7"8" 9'-312"8"13'-612"
TO ℄ STEEL BEAM
8"
13'-612"
18'-6"
8"13'-312"TO ℄ STEEL COLUMN18'-5" 18'-112"8"
18'-912"
8" 18'-912"
5'-0"8'-0"6"
1'-6"9'-038" 4'-712"3'-0"6'-278"3'-758"29'-978 "3'-4"4" 3'-3"17'-7"12'-11"TO ℄ STEEL COLUMN312"10'-512" 6'-934"
TO ℄ OF SINK
14'-134"TO ℄ OF PLUMBING WALL12"7'-3"21'-212"11'-912"
8" 8" 8"8"
6'-8" 3'-3" 8"7'-9" 1'-612"8'-512" 14'-10"
33" x 33" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING,
TYPICAL
- HOLD T/ FT'G. DOWN 312"
FROM T/ SLAB
3 12 " Ø, 11 Ga ADJUSTABLE
STEEL COLUMN
3" Ø, 11 Ga ADJUSTABLE
STEEL COLUMN
12" x 27" x 12" C.I.P.
CONCRETE BUMPOUT TO
WALL STRIP FTG.
- HOLD T/FT'G DOWN 312"
FROM T/SLAB
3" Ø STEEL COLUMN
12" x 24" x 12" C.I.P.
CONCRETE BUMPOUT TO
WALL STRIP FTG.
- HOLD T/FT'G DOWN 312"
FROM T/SLAB4" 3'-4"29'-978" 3'-7 58"
C.I.P. CONCRETE FT'G
- REFER TO DETAILS, SHEET D5.0
LINE OF LANDING ABOVE11'-1112"4'-7" 5'-2" 4'-0" 4'-1112" 10'-6" 4'-1112"
46'-112"33'-112" 11'-512"2'-0" 6'-0" 2'-0" 44'-7"54'-7"12'-8"33'-512"
46'-112"6" 15'-0" 6"2'-0" 2'-0" 16'-0" 30'-7" 4'-0"54'-7"Xref ..\..\Constructs\Solved\Finished Basement - solved.dwg
FOUNDATION DIAGONALS
A B
A 0" A 44'-7"
B 44'-7" B 0"
C 61'-5 1/4" C 46'-3 9/16"
D 46'-9 3/4" D 69'-11 11/32"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 10:52 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, LLCA2.0
SCALE = 1'-0"
FOUNDATION PLAN
1/4"01
FOUNDATION PLAN NOTE:
1. FOUNDATION WALLS SHADED AS
TO BE SET AT T/ FDN ELEVATION
PER PLOT PLAN
2. FOUNDATION WALLS UNSHADED
TO BE DROPPED AS NOTED ON
FOUNDATION PLAN
FLOOR PLAN NOTE:
1. ALL EXTERIOR WALLS SHALL BE
FRAMED @ 16" o.c.
2. INTERIOR WALLS SHADED AS
INDICATES INTERIOR LOAD BEARING WALL TO
BE FRAMED w/ DBL. 2x4 or SGL. 2x6 @ 24" o.c.
- UNLESS OTHERWISE NOTED ON PLAN
- ALIGN JOISTS w/ STUDS.
3. INTERIOR WALLS SHADED AS
INDICATES INTERIOR WALLS TO BE FRAMED
@ 16" o.c.
04/01/21