FOUNDATION DESIGNED FOR FOUNDATION LAYOUT

NOT TO SCALE

SBC PRESUMED-250 KN/M2

DATE : 6-10-2015

GROUND FLOOR +FIRST FLOOR

1 4

AA

10'-9"

8'-9"

8'-9"

21'-6"

2

53'-9"

BB

1 42

CC

8'-4.5"

EE

GG

3

3

10'-9"

8'-4.5"

11'-9"

F3-3'-6" X3'-6"

C0-0'-9" X0'-9"

F3-3'-6" X3'-6"

C1-0'-9" X0'-9"

F3-3'-6" X3'-6"

C0-0'-9" X0'-9"

F3-3'-6" X3'-6"

C0-0'-9" X0'-9"

F2-4'-0" X4'-0"

C2-0'-9" X1'-0"

F3-3'-6" X3'-6"

C0-0'-9" X0'-9"

F2-4'-0" X4'-0"

C2-0'-9" X1'-0"

C3-0'-9" X1'-0"

F2-4'-0" X4'-0"

F3-3'-6" X3'-6"

C0-0'-9" X0'-9"

F3-3'-6" X3'-6"

C1-0'-9"X0'-9"

F1-4'-6" X4'-6"

C3-0'-9" X1'-3"

F3-3'-6" X3'-6"

C1-0'-9" X0'-9"

F2-4'-0" X4'-0"

C2-0'-9" X1'-0"

F2-4'-0" X4'-0"

C4-0'-9" X1'-0"

F1-4'-6" X4'-6"

C3-0'-9" X1'-3"

DD

FF

16'-9" 4'-9"

7'-9"

F1-4'-6" X4'-6"

C3-0'-9" X1'-3"

F3-3'-6" X3'-6"

C0-0'-9"X0'-9"

F3-3'-6" X3'-6"

C0-0'-9" X0'-9"

F3-3'-6" X3'-6"

C1-0'-9" X0'-9"

FOUNDATION TYPICAL SECTION

4"

D

6"

Mesh rod -RF1PCC 1:4:8

EL

FOUNDATION DESIGNED FOR

B

L NOTES:

CONCRETE 1:1.5:3

STEEL Fe 415

COVER:

FOUNDATION2"

COLUMN 1.5"

BEAM 1"

SLAB 3/5"

16" 10 RTS 5" C/C

6" 18" 10 RTS 5" C/C

2 F2 4'-6" 4'-6" 4'-0" 4'-0" 6"

1 F1 5'-0" 5'-0" 4'-6" 4'-6"

4'-0" 3'-6" 3'-6"3 F3 4'-0"

SBC PRESUMED-250 KN/SQ.M

FOUNDATION DETAILS

D RF1

THICKNESS

NEAR

COLUMN

BAR DIA &

SPACINGBRE

EDGE

THICKNES

S

dL B

FOUNDATION DETAILS

SL NO REFERENCE

EARTHWORK FOOTING

LEN BRE LEN

EL EB

6-10-2015

6" 14" 10 RTS 5" C/C

GROUND FLOOR +FIRST

FLOOR

d

Dev Length

COLUMN DETAILS

NOTES:

CONCRETE 1:1.5:3 LAP LENGTH:

STEEL Fe 415

COVER:

FOUNDATION 2"

COLUMN 1.5" COLUMN DETAILS

BEAM 1"

SLAB 3/5"

MAIN

REINFORCEMENTCOLUMN TIE

COLUMN

SECTION ROD

DETAIL

4 # 16 RTS

8 # 16 RTS

8 RTS 6" C/C

8 RTS 6" C/C

4 # 16 RTS 8 RTS 6" C/C

8 RTS 6" C/C

COLUMN

SIZE

REINFORCEMENT

9"X9"

1'-0"X9"

SL

NO

COLUMN

REFERE

NCE

4 C3

5 C4

2 C1

6-10-2015

50 X DIA OF BAR FOR

COMPRESSION

1'-0"X9"

C0 9"X9" 4 # 12 RTS

3 C2 1'-0"X9" 4 # 12 RTS 8 RTS 6" C/C

1