HomeMy WebLinkAboutS001WILLIAML.KAU FH O L Z
A RCHITECTREFER TO NOTE 03 ON
SHEET A2.0 FOR GARAGE
SLAB THICKNESS AND
REBAR REQUIREMENTS.
UP
LEDLED
04
D2.1
308
D2.1
06
D2.1
06
D2.1
11
D2.1
08
D2.1
11
D2.1
REFER TO NOTE 02 ON
SHEET A2.0 FOR GARAGE
SLAB THICKNESS AND
REBAR REQUIREMENTS.
SLOPE 3" FROM REAR
TO FRONT w/
1" WEATHERLIP @
THE GARAGE DOORSLOPE 3" FROM REARTO FRONT w/1" WEATHERLIP @THE GARAGE DOORUNEXCAVATED
BASEMENT
PREF'D
SUMP
LOCATION WH
FURNACE 2668CONTROL JOINTCONTROL JOINTCONTROL JOINTW8x21 STEEL BEAM
3" Ø SCH. 40 STEEL COLUMN
24" x 24" X 12" d.
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR SLAB
48" x 48" x 18" d.
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR SLAB
8 1/4" x 8" x 4" d.
BEAM POCKET
3" Ø RADON PIPE
- DTL. 03/D2.1
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 10/D2.1
4'-0"
TO NOSING
5'-10" 4'-1012"3'-7"WOOD RAIL
13'-6"
TO ℄ COLUMN
14'-118"
TO ℄ COLUMN
17'-1014"TO ℄ BEAM / COL.FD
2'-1034"TO ℄FLOOR DRAIN℄ 1'-1034"1'-9"℄HOLD T/ GARAGE SLAB DOWN
1" FROM T/ FOUNDATION AND
SLOPE TO O.H. DOORS10" 16'-9" 13'-812" 13'-034" 11'-114" 10'-1118" 13'-13 8"
8'-218" 17'-1" 20'-1" 9'-7"3'-834"TO SW. ABOVE
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/
FOUNDATION AND
SLOPE TO O.H. DOORS
UNEXCAVATED
110V SMOKE
DETECTOR
2x4 BEARING WALL w/
8"d. x 16"w. THKN'D SLAB
- SEE DTL. 04/D2.1
- ALIGN w/ JOISTS
- 8'-10" h. w/ P.T. SILL ⅊
PREF'D
EJECTOR
LOCATION
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 10/D2.1
10"6'-10"
TO ℄ COLUMN
10" C.I.P. CONCRETE
FOUNDATION WALLS
10"18'-11" 10"10"9'-7"TO ℄ BEAM / COL.10"4'-1112"9'-512"2'-0"10" 10"11'-934"TO ℄ PIER / FTG.8"8"8"8"6'-112"3'-2"PORCH WALL10"
2'-3" 3'-0"3'-0"10" 8"
EXTEND FTG. 1'-0" (MIN.
BEYOND OPENING
BOTH SIDES OF
GARAGE DOOR
6" LEDGE FOR GRADE
BEAM SUPPORT EA. SIDE
HOLD T/ WALL DOWN
12" FOR SLAB POUR THRU
8" 1'-534"TO ℄ TOILETDRAIN3'-0"TO ℄ SHOWERDRAIN6'-13 4"
TO NOSING
2"
2x4 FLAT FRAMED
- w/ 1 12" RIGID
INSULATION
32"x23"HOPPER32"x23"HOPPER
HOLD T/ WINDOW
TO T/ FDN. WALL
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
1'-0"
HOLD T/ WINDOW
TO T/ FDN. WALL
1'-0"
- SAFETY COVER
-HOLD T/ WINDOW 10"
BELOW T/ FDN. WALL
5040 SL
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
CONTROL JOINT
W10x22 STEEL BEAM
4" Ø, 11 Ga ADJ.
STEEL COLUMN
- TYPICAL
4'-7"
4'-812" 5'-101 4"
TO NOSING
2"5'-112"7"22'-6" 10" 11'-4" 8"
21'-75 8"
TO ℄ FLOOR DRAIN
11'-10" 11'-912" 8'-912" 7'-4"4'-0" 2'-0"10"
10" 10" 10" 15'-434"TO ℄ BEAM / COL.16'-2"6'-0"
8"21'-3" PREF'D
SUMP
LOCATION
PREF'D
EJECTOR
LOCATION
WATER
SOFT. R.I.
LOCATION
5'-93 4"
LENGTH 2x4 BEARING WALL
10'-43 4"5'-2"PORCH WALL10'-4"4'-6"8" 8" 8"
10'-11"
TO ℄ PIER / FTG.
10'-11"
TO ℄ PIER / FTG.11'-934"TO ℄ PIER / FTG.2'-0" 2'-2"2'-0" 5'-512"2'-0" 1'-1014"3'-0" 3'-0"10" 8'-012"13'-912"
TO ℄ TOILET DRAIN
10'-95 8"
TO ℄ SHOWER DRAIN8"WET BAR
ROUGH-IN
3'-112"8'-512"
39" x 39" x 15" d.
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR SLAB
8'-9"8" x 20" C.I.P.
CONCRETE FOOTINGS
#4 REBAR @ 18" o.c.
- FRONT TO BACK
HOLD T/ WALL DOWN
1 12" FOR PORCH SLAB
LINE OF PORCH ABOVE
#4 RE-BAR @ 18" o.c.
- FRONT TO BACK
2'-3"8"FD
3'-234"TO ℄ FD3'-118"
TO ℄ FD
6"8'-0"6"
6'-0"11'-10" 13'-512" 8'-112" 11'-4" 11'-10"
1'-7"9'-0"1'-5"
74'-7"2'-0" 4'-112" 2'-0" 8'-2" 10'-9" 5'-534" 5'-8" 6'-614" 9'-11"54'-712"5'-614"10'-1" 4'-111 4" 10'-312" 10'-312"
4'-0"2'-0" 20'-612" 20'-7" 27'-512"
74'-7"6" 15'-0" 6" 4'-312" 16'-0" 1'-10" 22'-7" 9'-11"54'-712"EGRESS WINDOW WELL
12'-0" 10"LINE OF LANDING w/ STEPS TO GRADE
01
D2.2
GARAGE SERV DOOR ABV
-HOLD DOWN WALL 12"
FOR SLAB POUR-THRU
-w/ 1" WEATHERLIP
1'-1114" 3'-112" 17'-614"ELECTRICAL PANEL
ADDTL
ADD GFIADD GFIADD GFI CGARAGE SLAB SHALL HAVE COMPRESSIVE STRENGTH
@ 28 DAYS = 3500 PSI.
· w/ PEA GRAVEL BASE TO PROVIDE FINISH GRADE.
6"thk. CONC. GARAGE SLAB.
· #4 RE-BARS @ 12" o.c. EA. WAY w/ MIN. 3" COVERAGE.
02 GARAGE SLAB NOTES:12" 12"
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- DTL. 10/D2.1
GARAGE SLAB SHALL HAVE COMPRESSIVE STRENGTH
@ 28 DAYS = 3500 PSI.
· w/ PEA GRAVEL BASE TO PROVIDE FINISH GRADE.
6"thk. CONC. GARAGE SLAB.
· #4 REBAR @ 9" o.c. IN THE SHORT DIRECTION
· #4 REBAR @ 18" o.c. IN THE LONG DIRECTION
· MIN. 3" COVERAGE
**THE 9" o.c. BARS MUST BE ON
THE BOTTOM OF THE STEEL MAT**
03 GARAGE SLAB NOTES:9"18"
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- DTL. 10/D2.1
FOUNDATION WALL:
10"thk. FOUNDATION WALL
· MAXIMUM UNBALANCED FILL HEIGHT WITHOUT
PERMANENT LATERAL SUPPORT IS 4'-0"h MAX.
· FOUNDATION WALL HEIGHT:
FULL HEIGHT (9'-0"h)
OR
LESS THAN OR EQUAL TO 5'-0"h
- SEE DTLS. 02, 04, 05/D2.3
BRICK CURBING:
· BRICK CURBING REQUIRES NO VERTICAL
REINFORCEMENT.
· MAX. BRICK CURB DEPTH IS 48"d FROM T/ FDN. WALL
- SEE DTLS. 04, 05/D2.3 TALLYNS RIDGEREASON FOR PLOT: PLOT DATE:Job No.
Sheet No.IN HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVDERLANGER, 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:5/21/2020 9:26 AM# TLR010020000MATT ANDREWS14433 TALLYN WAYALLERTON75-490-ALLERTON EUROPEAN ROMANTIC WITH BRICKCARMEL, IN2 03/2018BA---- ------------ ----------------------------Grand Estatesfieldspecchange@fischerhomes.comREVISED BY:---- SKY ANDREWSARCH. SPECIALIST:SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer 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.
07/06/20
Mike Sheeks