HomeMy WebLinkAboutE00101
A6.1
08
D2.1
03
A6.1
04
A6.1
08
D2.1
02
A6.1
UP
3
A
B
C
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
12
D2.1
06
D2.1
WP2 121
3DS
D
13
D2.1
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
3'-1112"
4"x4" LEDGE @ TOP OF WALL
FOR SLAB SUPPORT
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 18 STEEL BEAM 67((/ &2/801
- TYPICAL
39" x 39" x 15" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 312"
FROM T/ SLAB
- TYPICAL
WH
9'-3"
8" 13'-012"TO ℄ STEEL COLUMN15'-9"
TO ℄ STEEL BEAM
FURNACE
REC ROOM
BASEMENT
UNEXCAVATED
CONTROL JOINT
8"
6'-10"
FD6'-7" 8" 9'-312"8"CONTROL JOINT13'-312"TO ℄ STEEL COLUMN18'-5" STEP FOUNDATION WALL FOR
VENEER TO GRADE PER
STANDARDS AND GUIDELINES
ON DTL. SHT. D2.3
13'-412"
TO ℄ STEEL BEAM
10"
13'-412"
18'-4"
10"
9'-112"18'-112"14'-10" 8"
18'-912"
8" 18'-912"
HOLD 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
HOLD T/ GARAGE SLAB
DOWN 6" FROM T/ FDN.
& SLOPE TO O.H. DOOR
MO: 37 1/2"w. x 18"d.
GARAGE SERVICE DOOR ABV
- HOLD DOWN WALL 18"
FOR SLAB POUR-THRU
- w/ 1" WEATHERLIP
UNEXCAVATED
5'-0"8'-0"3'-1"
4'-1"
℄13'-478" 9'-0" 5'-7"
℄10'-738"FULL BATH
ROUGH-IN
3'-75 8"14'-73 8"
C.I.P. CONCRETE FT'G
- REFER TO DETAILS, SHEET D5.0
3'-4"4" 8" C.I.P. CONCRETE
FOUNDATION WALLS
8" x 18" C.I.P.
CONCRETE FOOTINGS
PREF.
SUMP
LOCATION
PREF.
EJECTOR
LOCATION
2x4 LET IN FOR
STOOP SUPPORT
- w/ #4 REBAR
STUBBED & LOOPED
OUTLINE OF STOOP ABOVE8" 1'-4" 1'-6"5'-7" 1'-6" 3'-3"17'-7" REFER TO DTL SHT.
FOR FROST FOOTING DEPTH
AND PERIMETER INSULATION
REQUIREMENTS
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
NOTE:
BRICK CURBING AS REQUIRED
PER COMMUNITY FEATURES
- STEP LOCATIONS AND DEPTH
PER STANDARDS AND
GUIDELINES ON DTL. SHT. D2.3 12'-11"TO ℄ STEEL COLUMNPERIMETER INSULATION
- DEPTH PER CODE
- REFER TO GN
312"
- DTL. 01/D2.2
10'-512" 2'-2"5'-7" 2'-2" 2'-9"
67((/ &2/801
- w/ 12" x 24" x 12"d.
FT'G. @ WALL FT'G.
20" x 36" x 8"d.
C.I.P. CONCRETE
FOOTING
WATER
SOFT. R.I.
LOCATION25'-212" 10"7'-3"CONTROL JOINT 18'-912" 67((/ &2/801
- w/ 12" x 24" x 12"d.
FT'G. @ WALL FT'G.
20" x 36" x 8"d.
C.I.P. CONCRETE
FOOTING
3'-0"w. x
3'-0"d. PAD
3052 SH 286821'-212" 1'-6" 8" 12"12" C.I.P. CONCRETE WALL
- THIS WALL ONLY
8" x 22" C.I.P.
CONCRETE FOOTING
- THIS WALL ONLY
8" x 18" PILASTER
- w/ (4) 8' #4 REBAR (4' INTO
PILASTER & 4' INTO GARAGE SLAB)
- HOLD T/ PILASTER DOWN 8"
FROM T/ FDN
11'-0"1'-0"
11'-912"
8" 8" 8"8"8"6" SLEEVE THRU BASEMENT
FOOTING FOR CONTINUOUS
DRAIN TILE
STEP FOUNDATION WALL FOR
VENEER TO GRADE PER
STANDARDS AND GUIDELINES
ON DTL. SHT. D2.3
DROP T/WALL TO
T/ REC ROOM SLAB
HOLD T/ WALL DOWN 4"
FOR SLAB POUR-THRU
@ STAIR LANDING LINE OF LANDING ABOVE3"8'-6"3"
25'-812"13'-6" 6'-11" 1'-2 12"9'-0" 1'-91 2"
58'-112"10'-0" 44'-7"54'-7"4'-7"4'-111 4" 3'-13 4"
12'-8"45'-512"
58'-112"3" 15'-6" 3" 1'-1114" 3'-112" 17'-614"2'-0" 2'-0" 16'-0" 8'-0" 22'-7" 4'-0"54'-7"FOUNDATION DIAGONALS
A B
A 0" A 44'-7"
B 44'-7" B 0"
C 70'-10 11/16" C 58'-3 5/32"
D 46'-9 3/4" D 69'-11 11/32"
Xref K:\AC
OVERBROOK FARMS
REASON FOR PLOT: PLOT DATE: Job No.
Sheet No.INHOMESITE NO. OFFICE REVIEW: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: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:6/10/2019 2:49 PM# OBF010860000
OBF010860000 * MARKET HOME *14562 OVERBROOK DRIVECLAY46-430-CLAY ENGLISH ELEGANCE WITH BRICKCARMEL, IN86 05/2017
JP---- -------------------------------------------- fieldspecchange@fischerhomes.comREVISED BY:---- ---- ----ARCH. SPECIALIST:SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.com
Fischer Homes Indianapolis II, LLC----A2.0
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 @ 19.2" 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.
06/28/19
Mike Sheeks