HomeMy WebLinkAboutE001HBHBREFER TO DETAIL SHEET D2.3 FOR
DOVETAILS FOR SIDING TO GRADE
NOTE:
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
A FLR BRK C
B
UPDUPFURNACE
LINE OF PATIO ABOVE
1'-0" - SAFETY COVER
EGRESS WINDOW WELL
- w/ DRAIN
-HOLD T/ WINDOW 10"
BELOW T/ FDN. WALL
4"5'-1134" TO BEARING STUDS3'-912"TO NOSING3'-1112"TO NOSINGPREF'D
EJECTOR
LOCATION
PREF'D
SUMP
LOCATION
1'-0"VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
9'-83 4"
TO ® PIER / FT'G.11'-1078"TO ® PIER / FT'G.11'-412"TO ® STEEL BEAM / COLUMNWATER
SOFT.
R.I.
UNEXCAVATED
BASEMENT 5'-0"8"1112" 8" x 18" C.I.P.
CONCRETE FOOTINGS
FD
LINE OF PORCH ABOVE
2x4 LET-IN FOR
SLAB SUPPORT
#4 RE-BAR
- STUBBED OUT
& LOOPED
®
1'-8"4'-10"TO NOSING3'-7"
2'-0"
36" x 36" x 15" THICK C.I.P.
CONCRETE COLUMN FT'G
- HOLD T/ FT'G. DOWN 312"
FROM T/ SLAB
4" Ø STEEL COLUMN 8"3'-11" TO ® STEELBEAM / COLUMN4"Ø STEEL COLUMN7'-712"TO ® FOOT'G36" x 36" x 15" THICK C.I.P.
CONCRETE COLUMN FT'G
- HOLD T/ FT'G. DOWN 312"
FROM T/ SLAB4'-218"4
'
-
21
4"16'-034"TO ® STEEL BEAM15'-3" 11'-812"TO ® STEEL BEAMW8 x 18 STEEL BEAM8"8"8"
14'-312"
TO ® STEEL COLUMN
8"
13'-312"
TO ® FLOOR DRAIN
19'-11 4"
TO ® FOOTING
20'-6"
12'-112"
TO ® STEEL COLUMN
8"
17'-712"
TO ® STEEL COLUMN
8"
18'-3"
24'-9"
8" C.I.P. CONCRETE
FOUNDATION WALLS
FURNACE
WH
HANDRAIL
412"512"4 1/2" X 5 1/2"
BOX OUT
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 04/D2.1
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
8"3"5'-534"412"1'-1112" 3" 5'-0" 3'-7"15'-514"TO ® STEEL BEAM / COLUMN5'-6"TO ® FLR.
DRAIN9'-214"TO ® STEEL BEAM / COLUMNRADON PIPE
- DETAIL 02/D2.1
13'-4"
TO ® STEEL COLUMN
12'-712"
TO ® STEEL COLUMN
4" Ø STEEL COLUMN
36" x 36" x 15" THICK C.I.P.
CONCRETE COLUMN FT'G
- HOLD T/ FT'G. DOWN 31 2"
FROM T/ SLAB
W8 x21 STEEL BEAM
(3) 2x4 JACK STUDS
FOR POINT LOAD
BEARING ABOVE
24" x 24" x 12" THICK
CONC. COLUMN FOOTING
- HOLD T/ FT'G. DOWN 31 2"
FROM T/ SLAB
(2) 2x4 JACK STUDS
FOR POINT LOAD
BEARING ABOVE
DETECTOR
110V SMOKE
4" x 8" x 81 8"d. BEAM
POCKET
4" Ø STEEL COLUMN
42" x 42" x 18" THICK C.I.P.
CONCRETE COLUMN FT'G
- HOLD T/ FT'G. DOWN 31 2"
FROM T/ SLAB
W8 x18 STEEL BEAM
W8 x28 STEEL BEAM
45" x 45" x 18" THICK C.I.P.
CONCRETE COLUMN FT'G
- HOLD T/ FT'G. DOWN 31 2"
FROM T/ SLAB
4" Ø STEEL COLUMN
8" 8" 15'-934"TO ® STEEL BEAM / COLUMN8'-0" FOUNDATION
8"d. x 18"w. C.I.P
CONCRETE FOOTING
- SEE DTL. 04/D2.13'-534"TO BEARING
STUDS9'-4"2'-912"13'-10" 2'-10" 6'-6" 2'-3"
25'-5" 11'-0" 9'-1012" 2'-3 12"
48'-7"2'-312" 3'-812"6'-0" 56'-212"62'-212"8'-312" 8'-312"
16'-7" 9'-95 8" 2'-1112" 14'-33 8" 2'-115 8" 3" 15'-6" 3"2'-312" 4'-712" 16'-0" 19'-5 58" 5'-2" 3'-778" 2'-1112" 8'-058"62'-212"2'-0"
FOUNDATION DIAGONALS
A B
A 0" A 56'-2 1/2"
B 56'-2 1/2" B 0"
C 64'-10 15/16" C 47'-10 3/8"
D 46'-5 9/32" D 75'-8 19/32"OVERBROOK FARMS
REASON FOR PLOT: PLOT DATE: Job No.
Sheet No.INHOMESITE NO. 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: HOME TYPE:PLAN:5/10/2019 12:58 PM# LKHANNAA MAAMUUJAV3960 BEAR CREEK WAYMARSHALL
47-480-MARSHALL FRENCH MANOR WITH BRICK & STONECARMEL, IN91 05/2017
-------- ------------fieldspecchange@fischerhomes.com
REVISED BY:---- ---- ----SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.com
Fischer Homes Indianapolis II, LLC
----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. 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.
05/31/19
William Hohlt