HomeMy WebLinkAboutS001LEDUP
REFER TO DETAIL SHEET D2.3 FOR
DOVETAILS FOR SIDING TO GRADE
NOTE:
GR
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
08
D2.1
A 84FLR BRKD
B
C
08
D2.1
3
16'-7"
TO ℄ DRAIN4'-612"TO ℄ SINK20'-83 4"
DROPPED CEILING
- SIM. DTL. 28/D3.0
2x4 KEYWAY
FOR SLAB SUPPORT
- w/ #4 REBAR
LINE OF SLAB
ABOVE
3'-1112"
27"x27"x12" C.I.P. CONCRETE
COLUMN FOOTING
- HOLD T/FT'G. DOWN 3 12"
FROM T/SLABOPTIONALWINDOW WELLOPTIONALWINDOW WELL33"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'-278"TO ℄ TOILET DRAIN10'-10" 3'-1112"
TO NOSING
512"
WATER
SOFTENER
LOCATION
3'-612"TO NOSING26682'-03 4"
GROUNDING ROD
- PREF. LOCATION
- KY ONLY
PREF.
EJECTOR
LOCATION
PREF.
SUMP
LOCATION
FURNACE
15'-112"
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
3"Ø, 11 Ga. ADJUSTABLE
STEEL COLUMN
18'-1"9'-538"TO ℄ SHOWER DRAIN4"512"
FULL BATH1'-912"24688'-6" 5'-0"
MIRROR: 33"x36"9'-914" 9'-914"2x4 NOTCH IN WALL
SLOPE 3" FROM REAR
WALL TOWARD GARAGE
DOOR DETAIL - 04/D2.1
31'-712" 16'-2"9'-8"
LINE OF CONC.
PAD 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 FOOTINGS32"x23"
HOPPER
32"x23"
HOPPER
19'-012"10"
13'-512"
TO ℄ STEEL COLUMN
19'-4"
TO NOSING (ABOVE)
10"11'-4"
TO ℄ STEEL COLUMN
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 1 8"
BEAM LEDGE
4'-10"10" 1'-412"10" 3"Ø SCHEDULE 40
STEEL COLUMN
14'-112"
TO ℄ FLOOR DRAIN
10" C.I.P. CONCRETE
FOUNDATION WALLS
10" C.I.P. CONCRETE
FOUNDATION WALLS
10"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.
- ALINE 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
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
12'-2" 2'-8" 6'-6" 2'-8" 11'-0" 10'-11" 10'-8"
68'-312"24'-1012" 7'-2 1 2" 4'-2 12"2'-0" 36'-312" 7'-11"60'-4 2"33'-1114" 16'-3" 5'-614"
68'-312"3" 15'-6" 3"2'-0" 2'-512" 16'-0" 1'-4" 9'-0" 2'-7" 5'-5"60'-412"2'-6"HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
FROM REAR TO FRONT
2x4 NOTCH SLOPED 3"
212"7'-11"21'-7" 31'-412" 1'-1114" 3'-112" 16'-614"12'-7"
HOLD WALL DOWN 12"
FOR SLAB POUR
- w/ 1" WEATHERLIP
- SEE DTL. 01/D2.2
11'-812"
1'-1" 9'-0" 1'-7 12"-HOLD T/ WINDOW 16"BELOW T/ FDN. WALLEGRESS WINDOW WELL- w/ DRAIN- SAFETY COVER3'-1112"3'-1112" OPTIONALWINDOW WELLOPTIONALWINDOW WELLVERTICAL CONTROL JOINT
-DTL. 01/D2.132"x23"
HOPPER
32"x23"
HOPPER
7'-212" 4'-212" LED
14'-2" WILLIAM L.KAUF H OL Z
ARCHITECTFOUNDATION DIAGONALS
A B
A 0" A 36'-3 1/2"
B 36'-3 1/2" B 0"
C 78'-6 12" C 56'-7"
D 58'-3 31/32" D 75'-9 3/4"OVERBROOK FARMS
REASON FOR PLOT: PLOT DATE: Job No.
Sheet No.INHOMESITE 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 RESERVED
FISCHER HOMES, Inc.JOB INFO: DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:6/25/2019 4:11 PM# OBF010930000
ALBIE MARCO3936 BEAR CREEK WAYSTANTON57-460-STANTON GRANDE VISTA WITH BRICK CARMEL, IN93 05/2017
-------- ----------------------------------------Masterpiece
fieldspecchange@fischerhomes.comREVISED BY:---- AILEEN MARCOARCH. SPECIALIST:SAPPHIRE TRADE SUPPORT
sapphiretradepartners@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.
07/22/19
William Hohlt