HomeMy WebLinkAboutS001 FOUNDATION PLAN-Layout112'-0" 16'-8" 3'-0" 16'-8" 11'-4" 12'-0" 17'-8" 7'-0"
9'-8" 2'-4"11'-0" 17'-8" 11'-0" 12'-8" 15'-8" 9'-0" 2'-0" 10" 22'-1" 58'-0"
42" x 42" x 12" CONC PAD
W/ 3 # 5'S EACH WAY
3-1/2" STEEL COL
W12 x 35
BEAM POCKET
NOTE:
BASEMENT CONTRACTOR TO
VERIFY BEARING HEIGHTS OF
BEAM POCKETS
PROVIDE FILL FOR CONCRETE
PORCH ON GRADE
PROVIDE FILL FOR CONCRETE
PORCH ON GRADE
PROVIDE FILL FOR CONCRETEPORCH ON GRADEHOLD DOWN 8"
HOLD DOWN 8"
HOLD DOWN 8"
HOLD DOWN 8"10" 4'-2" 10" 10'-2 1/4" 17'-1 3/4" 10" 18'-4" 1'-0" 37'-4" 1'-0"5'-0" 6'-0" 12'-1 3/4" 10'-8" 10" 6'-6" 8" 6'-6"8'-0" 4'-4" 8" 5'-0"
2'-8"
9'-10" 13'-8" 24'-6" 1'-0" 19'-4"
5'-0" 10" 12'-0 1/2" 10" 5'-1 1/2" 4'-0" 10" 16'-0" 10" 15'-2" 11'-2"9'-0" 6'-2 1/4" 18'-0 1/4" 8'-1 1/2"9'-0" 10"9'-4"9'-2" 6'-0 1/2"56'-0"10" 4'-7 1/2" 5'-0" 12'-8 1/2" 5'-8"
8"
10'-2" 17'-0" 17'-4" 15'-4" 11'-4" 12'-8"4'-2 1/4" 6'-2 1/4"12'-0"10"8"3'-0" 10"9'-6 1/2" 10" 3'-0"SUMP PIT FOR GYM
FIELD VERIFY EXACT LOCATION
SUMP PITS (2) VERIFY
EXACT LOCATIONS
FIELD VERIFY PENETRATIONS
THRU WALL FOR PLUMBING
AND ELECTRIC
12'-0"17'-11 3/8" 3'-3" 5'-8 1/2"34'-8" 17'-8" 5'-8" 1'-4"3'-0" 40'-0" 12'-8" 3'-0"58'-8" 16'-3" 3'-1" 16'-3" 9'-3"4'-2 1/4" 10" 4'-2" 10" 5'-2" 3'-4"
3'-11" 5'-0"8'-0"10" 23'-0" 57'-0"16'-0" 5'-8"
21'-8"26'-11"8'-3" 10'-6" 38'-2"15'-8" 48'-0"
ENGINEERED FLOOR PROVIDER TO TRACE
AND VERIFY LOADS FROM ROOF AND LEVEL
TWO - NOTIFY DESIGNER OF ANY
DISCREPANCIES PRIOR TO FABRICATION.
BEAM POCKET
BEAM POCKET
BEAM POCKET 2'-4" 3'-0"3'-3"4'-3 3/4"
8" x 16" FTG
8" x 16" FTG
8" x 16" FTG
TOP OF FTG
TOP OF WALL
BRICK LEDGE
99'-9-7/8"
96'-8"
94'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
99'-9-7/8"
96'-8"
94'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
99'-9-7/8"
96'-8"
94'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
99'-9-7/8"
96'-8"
94'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
97'-0"
96'-8"
94'-0"
SLAB @ +95'-1-7/8"
SLAB @ +97'-0"
SLAB @ +89'-1-7/8"SLAB @ +89'-1-7/8"
SLAB @ +89'-1-7/8"
SLAB @ +97'-8"
SLAB @ +95'-1-7/8"
SLAB @ +97'-6"
SLAB @ +100'-8-3/4"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
97'-0"
96'-8"
94'-0"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
97'-0"
96'-8"
94'-0"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
98'-9-7/8"
96'-8"
88'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
98'-9-7/8"
96'-8"
88'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
98'-9-7/8"
96'-8"
88'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
98'-9-7/8"
96'-8"
88'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
98'-9-7/8"
96'-8"
88'-9-7/8"
TOP OF FTG
TOP OF WALL98'-9-7/8"
88'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
98'-9-7/8"
96'-8"
88'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
98'-9-7/8"
96'-8"
88'-9-7/8"
TOP OF FTG
TOP OF WALL
BRICK LEDGE
99'-9-7/8"
96'-8"
94'-9-7/8"
TOP OF FTG
TOP OF WALL97'-0"
94'-9-7/8"
TOP OF FTG
TOP OF WALL 97'-8"
88'-9-7/8"
TOP OF FTG
TOP OF WALL 98'-9-7/8"
88'-9-7/8"
WALL HGT CHANGE
WALL HGT CHANGE
NOTE:
FINAL HEIGHTS OF ALL WALLS AND FOOTINGS TO BE FIELD
VERIFIED WITH EXISTING CONDITIONS BY CONTRACTOR
PRIOR TO INSTALLATION OF CONCRETE.
ANY DISCREPANCIES SHALL BE MADE KNOWN TO THE
ARCHITECT PRIOR TO INSTALLATION OF FOOTINGS AND
WALL FORMS.
BASEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DESIGN OF STEEL REINFORCING IN POURED WALLS AS
REQUIRED TO MEET APPLICABLE BUILDING CODES.
FRONT STEP FOUNDATION TO BE FIELD
VERIFIED WITH LANDSCAPE PROVIDER
BRICK LEDGE
1'-0" 8'-0" 1'-0" 3'-0"6'-4" POURED CONC STEPS
6'-4" 12" BLOCK FOUNDATION
ON 12" X 24" FOOTING
12" BLOCK FOUNDATION
ON 12" X 24" FOOTING
6'-2"6'-6" 23'-8"CONCRETE CONTROL JOINTS SHALL BE
INSTALLED ACCORDING TO NATIONAL
CONCRETE INSTITUTE STANDARDS.
STEEL LINTEL 3'-0" 6'-2"56'-0"30'-0"3'-0" 91'-8"114'-0"
4'-8"
1'-8" 8'-0"21'-8"8'-0"
CONCRETE CONTRACTOR TO
PROVIDE CERTIFIED SHOP
DRAWINGS FOR POURED
CONCRETE WALLS AND FOOTERS
W12 x 35
W12 x 35W12 x 35W12 x 35 W12 x 35
W12 x 35
STEEL BEAM SUPPLIER TO SUPPLY
CERTIFIED SHOP DRAWINGS FOR BEAM
AND COLUMN DETAILS AND TO VERIFY
BEAM SIZE FOR FLOOR AND POINT LOADS
1'-10" TOP OF FTG
TOP OF WALL
BRICK LEDGE
91'-5-7/8"
88'-9-7/8"
90'-9-7/8"
HOLD DOWN CONC
8'-6-1/8" FOR WINDOW WELL
7'-2"8
A
8
A
8
B
8
A
8
C
8
D
9
E
9
E
9
F
9
F
9
G
9
H
9
H
10
I
10
I
10
J
10
J
10
K
11
3
11
1
11
1
11
2
11
1B
3
FOUNDATION
PLAN
SCALE:
F
1/4"=1'-0"
FOUNDATION PLAN
ALL IDEAS, DESIGNS AND PLANS INDICATED OR
REPRESENTED BY THESE DRAWINGS ARE OWNED
BY, AND THE PROPERTY OF STUART R SHADE, RA.
CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS ON THE JOB SITE. ALL RIGHTS
RESERVED, EXCEPT FOR USES EXPRESSLY
PERMITTED IN WRITING.
SHEET NUMBER:
DATE:
SRS ARCHITECTS
200 S RANGELINE, SUITE 226
CARMEL, INDIANA 46032
PHONE: 317-989-6248
E-MAIL : sshade@mitschdesign.com
REV 1:PROJECT :NEW RESIDENCEREVISED CONSTRUCTION SET 10_27_20CARMEL, INDIANA 46032BISHOPS GATE @ WEST CLAYLOT 410 AND 411 - BIRD CAGE WALK @ HORSEFERRY RDINC.
TOTAL BASEMENT AREA - 2560 SF
10/29/20