HomeMy WebLinkAboutS001REFER TO DETAIL SHEET D2.3 FORDOVETAILS FOR SIDING TO GRADENOTE:REFER TO DETAIL SHEET D2.0 FORGARAGE SLAB REBAR REQUIREMENT
NOTE:08A1.1BUPCREFER TO DETAIL SHEET D2.0 FORGARAGE SLAB REBAR REQUIREMENT
NOTE:D08D2.1A08D2.16" 5'-7"9'-312"WATERSOFT. R.I.LOCATION30" x 30" x 12" THICK C.I.P.CONCRETE COLUMN FOOTING- HOLD T/ FT'G. DOWN 3 12" FROM T/ SLAB *D $'- 67((/ &2/80122'-312"17'-11"TO ℄ TOILET DRAIN22'-478"TO ℄ TOILET DRAIN17'-11"19'-614"TO ℄ SHOWER DRAIN13'-734"9'-0" FOUNDATION10'-412"2" *D $'- 67((/ &2/80136" x 36" x 15" THICK C.I.P.CONCRETE COLUMN FOOTING- HOLD T/ FT'G. DOWN 3 12" FROM T/ SLAB4" x 8" x 8 18"d. BEAM POCKET15'-112"TO ℄ STEEL BEAM / COLUMN10" 3" Ø PVC RADONREDUCTION PIPE- SEE DTL. 02/D2.1NOTE:2x4 BEARING WALL- DOUBLE STUDS @ 19.2" o.c.- ALIGN w/ JOISTS- 8'-10" h. w/ P.T. SILL ⅊1'-0" VERTICAL CONTROL JOINT - SEE DTL. 01/D2.1VERTICAL CONTROL JOINT - SEE DTL. 01/D2.1VERTICAL CONTROL JOINT - SEE DTL. 01/D2.1FULL BATHROUGH-INVERTICAL CONTROL JOINT - SEE DTL. 01/D2.12x4 NOTCH SLOPED 3" FROMREAR TO FRONT FOR SLABSUPPORT - SEE DTL. 11/D2.12x4 NOTCH SLOPED 3"FROM REAR TO FRONTFOR SLAB SUPPORT- SEE DTL. 10/A2.08"1'-8" 3'-7"5'-3"1'-8" 3'-7"10"℄℄3'-312" 1'-5 1 2"CONTROL JOINT8" x 18" C.I.P.CONCRETE FOOTINGS *D $'- 67((/ &2/801 *D $'- 67((/ &2/801 *D $'- 67((/ &2/801 30" x 30" x 12" THICK C.I.P.CONCRETE COLUMN FOOTING- HOLD T/ FT'G. DOWN 3 12" FROM T/ SLAB30" x 30" x 12" THICK C.I.P.CONCRETE COLUMN FOOTING- HOLD T/ FT'G. DOWN 3 12" FROM T/ SLAB36" x 36" x 15" THICK C.I.P.CONCRETE COLUMN FOOTING- HOLD T/ FT'G. DOWN 3 12" FROM T/ SLAB15'-9"TO ℄ STEEL BEAM / COLUMNW8 x 18 STEEL BEAM16'-712"TO ℄ STEEL BEAM / COLUMN18'-812"TO ℄ STEEL BEAM / COLUMN10"10'-712" TO STEEL COLUMN15'-2"TO STEEL BEAM/COLUMN
EGRESS
5040 SL 10"9'-3"TO ℄ OF FLOOR DRAIN15'-512"TO ℄ STEEL BEAM / COLUMN10"13'-512"TO ℄ STEEL BEAM / COLUMN10" 10" 10'-1" 10"19'-3"9'-712"HANDRAIL 12'-6"BEARING WALL 10'-10"CONTROL JOINTCONTROL JOINTCONTROL JOINTFD-HOLD T/ WINDOW 16"BELOW T/ FDN. WALL-SAFETY COVER8"d. x 16"w. THKN'D SLAB- SEE DTL. 04/D2.110" 17'-7"TO ℄ STEEL BEAM / COLUMN12'-9"TO ℄ OF FLOOR DRAINW8 x 18 STEEL BEAM9'-1"24'-1012"31'-912"CONTROL JOINTCONTROL JOINT10" C.I.P. CONCRETEFOUNDATION WALLSWET BARROUGH-IN4" 4"1'-0"1'-8"2x4 NOTCH SLOPED 3"FROM REAR TO FRONTFOR SLAB SUPPORT19'-4" 6'-3" 6'-3" 8" 3'-0"HAUNCH2'-7"WALL10'-1" 8" LINE OF PORCH ABOVE#4 RE-BAR @ 11" o.c.- SIDE TO SIDE- PLACED BELOW FRONT TO BACK BARS IN SLAB#4 RE-BAR @ 18" o.c.- FRONT TO BACK- PLACED ABOVE SIDE TO SIDE BARS IN SLABHOLD T/ HAUNCH & WALLDOWN 312" FROM T/ FDN.WALL#4 RE-BAR- STUBBED OUT & LOOPEDCONTROL JOINTIN SLAB ABOVE2x4 LET IN FOR SLAB SUPPORTBASEMENTUNEXCAVATED
PREF'D
EJEC.LOCATIONWHFURNACEUNEXCAVATED
HOLD T/ GARAGE SLABDOWN 1" FROM T/ FDN.& SLOPE TO O.H. DOORPREF'D
SUMPLOCATION9'-612"3'-212" 13D2.13"8'-6" 3" 12'-7"13'-2" 20'-7" 1'-212" 9'-0" 1'-912" 58'-4"9'-11" 48'-412" 10'-312"68'-7"26'-634"7'-714" 12'-2"34'-2" 12'-0"58'-4"3" 15'-6" 3"2'-312" 16'-0" 1'-812" 21'-7" 27'-0"68'-7"9'-914"FROM ℄ OF FTG' TO ℄ FTG'12" EXPANSION JOINT4x4 COLUMN POST ON18"Ø C.I.P. CONCRETE FT'G- REF TO GEN NOTES FORMIN. FROST FOOTING- REFER TO DTL. SHT. D5.011'-512"FROM ℄ OF FTG' TO ℄ FTG'FOUNDATION DIAGONALS
A B
A 0" A 48'-4 1/2"
B 48'-4 1/2" B 0"
C 74'-9 3/32" C 47'-5 9/16"
D 47'-4 19/32" D 74'-5 9/16" WILLIAM L.KAUF H OL Z
ARCHITECTOVERBROOK 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:2/26/2019 10:53 AM# OBF010950000
JOHN LEGGAT3914 BEAR CREEK WAYEVERETT
47-260-EVERETT AMERICAN CLASSIC WITH BRICK CARMEL, IN95 --------------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----ANDREA LEGGATSAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.com
Fischer 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.
03/07/19
Adam Schriner