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REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
08
D2.1
D
B C
08
D2.1
3
A
08
D2.1 WP01
A1.14'-612"TO ℄ SINK27"x27"x12" C.I.P. CONCRETE
COLUMN FOOTING
- HOLD T/FT'G. DOWN 3 12"
FROM T/SLAB
33"x33"x15" C.I.P. CONCRETE
COLUMN FOOTING
- HOLD T/FT'G. DOWN 3 12"
FROM T/SLAB
VERTICAL CONTROL JOINT
-DTL. 01/D2.1 12'-578"TO℄ TOILET DRAIN10'-10" 3'-1112"
TO NOSING
512"10" GROUNDING ROD
- PREF. LOCATION
- KY ONLY1'-0" FURNACE
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
3"Ø, 11 Ga. ADJUSTABLE
STEEL COLUMN 9'-838"TO℄ SHOWER DRAINROUGH-IN
FULL BATH
9'-914" 31'-712" 16'-2"9'-914"2x4 NOTCH IN WALL
SLOPE 3" FROM REAR
WALL TOWARD GARAGE
DOOR DETAIL - 10/D2.1
9'-8"
LINE OF
LANDING ABOVE
10"18'-6" 10"10"19'-5"17'-512"TO ℄ STEEL BEAM8" x 20" C.I.P.
CONCRETE FOOTINGS
8" x 20" C.I.P.
CONCRETE FOOTINGS-HOLD T/ WINDOW 16"BELOW T/ FDN. WALLEGRESS WINDOW WELL- w/ DRAIN5040 SL19'-012" 10"
13'-512"
TO ℄ STEEL COLUMN
19'-4"
TO NOSING (ABOVE)
10"11'-4"
TO ℄ STEEL COLUMN
W8 x 18 STEEL BEAM
W8 x 18 STEEL BEAM
3"Ø, 11 Ga. ADJUSTABLE
STEEL COLUMN
42" x 42" x 18"
COLUMN FOOTING
- HOLD DOWN 3 12"
24" x 24" x 12"
COLUMN FOOTING
- HOLD DOWN 3 12"10" x 8" x 8 18"
BEAM LEDGE
3'-5"4'-10"10" 1'-412"10" 14'-112"
TO ℄ FLOOR DRAIN
10" C.I.P. CONCRETE
FOUNDATION WALLS
10" C.I.P. CONCRETE
FOUNDATION WALLS10"7'-612"TO ℄ STEEL BEAMCONTROL JOINT
3" Ø STEEL COLUMN
17'-2"℄ STEEL BEAM11'-4" 19'-712" 10"
3'-5" 10"CONTROL JOINTBEARING WALL
- DBL. 2x4 STUDS @ 19.2" o.c.
- ALIGN w/ JOIST's ABOVE
- NO DRYWALL BELOW JOIST
- ATTACH GUARDRAILS TO STUDS
110V SMOKE
DETECTOR
TO SWITCH ABOVE
RADON PIPE
- DETAIL 03/D2.1
WH
GUARDRAIL
HANDRAIL
- ONE SIDE
3'-7" 12'-0"
BEARING WALLCONTROL JOINTW8 x 18 STEEL BEAM
9'-8"
℄ STEEL COLUMN
BASEMENT
UNEXCAVATED
9'-0" FOUNDATION
8"d. x 18"w. C.I.P
CONCRETE FOOTING
- SEE DTL. 04/D2.1
19'-912"
10" 10"
3"Ø SCHEDULE 40
STEEL COLUMN
8" 4'-8"HOLD T/ WALL DOWN 1 12"
FROM T/ FOUNDATION
CONTROL JOINT
LINE OF PORCH ABOVE
#4 RE-BAR @ 18" o.c.
- FRONT TO BACK
8" 33'-912"5'-4"FULL HEIGHT FDN WALL6'-0"
FULL HEIGHT FDN WALL
28'-512"
STEP FOOTING TO MATCH
GARAGE HEIGHT
EJECTOR
LOC. TBD
IN FIELD
WATER
SOFTENER
LOCATION
DEDICATED OUTLET
FOR SUMPSUMP
LOC. TBD
IN FIELD
DEDICATED OUTLET
FOR SUMP
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
18'-0"
16'-6"
20'-83 4"
35'-0" 12'-8" 8'-11"
56'-7"29'-10" 6'-512"16'-2" 36'-312" 7'-11"60'-412"33'-1114" 16'-3" 6'-43 4"
56'-7"6" 15'-0" 6"2'-0" 2'-512" 16'-0" 1'-4" 9'-0" 21'-8" 7'-11"60'-412"Xref ..\..\Constructs\Solved\Finished Basement - solved.dwg WILLIAML.KAUFH O L Z
A RCHITECTFOUNDATION DIAGONALS
A B
A 0" A 36'-3 1/2"
B 36'-3 1/2" B 0"
C 67'-2 21/32" C 56'-7"
D 58'-3 31/32" D 75'-9 3/4" TALLYNS RIDGEREASON FOR PLOT: PLOT DATE:Job No.
Sheet No.IN HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 Olympic Blvd, suite 100Erlanger, 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:8/14/2020 3:08 PM# TLR010050000TLR010050000#2 * MARKET HOME *14397 TALLYN WAYSTANTON57-460-STANTON AMERICAN CLASSIC WITH BRICKCARMEL, IN5 05/2017------------------------------------------------Masterpiecefieldspecchange@fischerhomes.comREVISED BY:-------- ----SAPPHIRE 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 @ 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.
09/10/20