HomeMy WebLinkAboutS001WILLIAM L.KAUF H OL Z
ARCHITECTUP
CARPET
01
A6.0
08
D2.1
06
D2.1
08
D2.1
09
D2.1
REFER TO NOTE03 ON
SHEET A2.0 FOR GARAGE
SLAB THICKNESS AND
REBAR REQUIREMENTS.
REFER TO NOTE02 ON
SHEET A2.0 FOR GARAGE
SLAB THICKNESS AND
REBAR REQUIREMENTS.
08
D2.1
PREF'D
EJECTOR
LOCATION
PREF'D
SUMP
LOCATION
WHFURNACE
UNEXCAVATED
BASEMENT
FD
3" Ø PVC RADON
REDUCTION PIPE
- SEE DTL. 03/D2.1CONTROL JOINTCONTROL JOINTCONTROL JOINT
42" x 42" x 18" d.
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
4" Ø 11 GA. STEEL COL.
W8x18 STEEL BEAM
W8x18 STEEL BEAM
W8x18 STEEL BEAMW8x18 STEEL BEAM
27" x 27" x 12" d.
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
3" Ø 11 GA. STEEL COL.
33" x 33" x 15" d.
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
3" Ø 11 GA. STEEL COL.
24" x 24" x 12" d.
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
W8x21 STEEL BEAM W8x28 STEEL BEAM W8x28 STEEL BEAM
42" x 42" x 18" d.
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
4" Ø 11 GA. STEEL COL.CONTROL JOINT CONTROL JOINTCONTROL JOINT CONTROL JOINT 10" x 4" x 8 18" d.
BEAM POCKET
#4 RE-BAR @ 18" o.c.
- FRONT TO BACK
- PLACED ABOVE SIDE
TO SIDE BARS IN SLAB
#4 RE-BAR
- STUBBED
& LOOPED
HOLD WALLS
DOWN 312"
#4 RE-BAR @ 11" o.c.
- SIDE TO SIDE
- PLACED BELOW FRONT
TO BACK BARS IN SLAB
2x4 LET IN
FOR SLAB
SUPPORT
TYP.
3" LEDGE FOR GRADE
BEAM SUPPORT
- SEE DTL. 06/D2.1
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 11/D2.1
3" LEDGE FOR
GRADE BEAM SUPPORT
- SEE DTL. 06/D2.1
W8x21 STEEL BEAM
HOLD T/ WALL DOWN 12"
AND POUR SLAB THRU
3" Ø, 11 Ga ADJ.
STEEL COLUMN
- TYPICAL
30" x 30" x 12" THICK
C.I.P. CONCRETE COLUMN
FOOTING - HOLD T/FT'G
DOWN 312"
FROM T/SLAB
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
2x4 NOTCH SLOPE 3" FROM
REAR TO FRONT FOR SLAB
SUPPORT
- SEE DETAIL 10/D2.1
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
10" C.I.P. CONCRETE
FOUNDATION WALLS
8" x 20" C.I.P.
CONCRETE FOOTINGS
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
3" Ø, 11 Ga ADJ.
STEEL COLUMN
- TYPICAL
30" x 30" x 12" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/FT'G DOWN 312"
FROM T/SLAB
33" x 33" x 15" THICK
C.I.P. CONCRETE COLUMN
FOOTING - HOLD T/FT'G
DOWN 312"
FROM T/SLAB
3" Ø, 11 Ga ADJ.
STEEL COLUMN
- TYPICAL
33" x 33" x 15" THICK
C.I.P. CONCRETE COLUMN
FOOTING - HOLD T/FT'G
DOWN 312"
FROM T/SLAB
OPT.
FULL BATH
ROUGH-IN
EGRESS WINDOW WELL
- w/ DRAIN
-HOLD T/ WINDOW 16"
BELOW T/ FDN. WALL
EGRESS
5040 SL
UNFINISHEDUNEXCAVATED
15'-10"TO ℄ STEEL BEAM / COLUMN512" 11'-43 4"
TO ℄ COLUMN
21'-714"
TO ℄ COLUMN
18'-314"
TO ℄ COLUMN
7'-5"3'-11"11'-8"
STAIR RUN
5"
10" 11'-7"TO ℄ STEEL BEAM10" 12'-0" 8"8'-912" 15'-912" 8"8"14'-2" 12'-11"
11'-11" 14'-7"13'-6" 12'-0"
76'-7"
1'-712" 9'-0" 1'-412"
23'-012" 26'-1"
23'-3"12'-2"11'-812"11'-612"
8" 8" 20'-212"10" 18'-612"15'-1058"12'-43 4"
TO ℄ COLUMN
12'-212"
11'-612" 4'-378"10" 10" 15'-1114"
TO ℄ COLUMN
23'-1112"
23'-812"
8" 22'-0" 10"10"10"
10"2'-11"63'-1"2'-0" 1'-4" 3'-9"2'-0"10"12'-11"15'-734"TO ℄ STEEL BEAM / COLUMN11'-3"
TO ℄ COLUMN
22'-73 4"
TO ℄ COLUMN
21'-812"18'-10"TO ℄ FLOOR DRAIN16'-45 8"
TO ℄ FLOOR DRAIN
12'-103 4"
TO ℄ RADON PIPE
13'-103 8"
TO ℄ SHOWER DRAIN8'-1012"TO ℄ SHOWER DRAIN7'-418"TO ℄ TOILET DRAIN17'-03 8"
TO ℄ TOILET DRAIN
2'-7" 11'-3" 6'-512" 8" 8" 6'-412" 4'-0" 8"4'-9"8"8'-9"17'-334"TO ℄ RADON PIPE8" 13'-514"TO ℄ STEEL BEAM / COLUMN6'-1112"58'-8"
76'-7"7'-3" 9'-0" FOUNDATION41'-1"1'-812"16'-0" 4'-312" 3'-512"63'-1"58'-2"ELECTRICAL PANEL
WATER
SOFTENER
WET BAT RI
CAP-OFF SINK DRAIN
32"x23"
HOPPER
32"x23"
HOPPER
7'-412" 3'-7"
-HOLD T/ WINDOWS
TO T/ FDN. WALL
GARAGE 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 TALLYNS RIDGEREASON 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:5/8/2019 9:50 AM# TLR010160000
JOE ARRUDA
14368 TRAHAN DRIVEROOKWOOD
77-450-ROOKWOOD COASTAL ACADIAN WITH BRICK & STONE CARMEL, IN16 03/2017
BA---- ----------------------------------------Grand Estates
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.
05/16/19
Adam Schriner