SCHEDULE OF ISOLATED FOOTINGS
FOOTING THICKNESS
FOOTING ID
EXCAVATION SIZE [Lx' X Ly']
REINFORCEMENT DETAILS
FOOTING SIZE [Lx X Ly]
CONCRETE
DMax
DMin
Along X,Sx
Along Y,Sy
F1
1100 X 1100
800 X 800
400
150
#10 @ 150 c/c
#10 @ 150 c/c
M 25
F2
1850 X 1650
1550 X 1350
400
150
#10 @ 150 c/c
#10 @ 150c/c
M 25
F3
2350 X 2150
2050 X 1850
400
150
#10 @ 120 c/c
#10 @ 120 c/c
M 25
PLINTH BEAM DETAILS
Plinth Beam
200
Ld
400
Y8@ 150/
-8 - Y16
200 C/C
Column B ars
Dmax
200
-4 - Y16 Y8@ 150/
-2 - Y12 200 C/C
2-#16
Upto hard
strata
Dmin
300
400
200
150
GL
Well compacted earth
200
Y8@ 150/
-8 - Y16
200 C/C
200
-4 - Y16 Y8@ 150/
-2 - Y12 200 C/C
2-#16
A
PB1
10 CM THICK PCC LAYER
BASEMENT FLOOR LEVEL
Sx
Sy
200
-4 - Y16 Y8@ 150/
-2 - Y12 200 C/C
300
300
400
SECTION A-A
A
Column
Footing
COLUMN ID
PLASTERING
with CM 1:3
1200
P.C.C
BRICK WORK
PLINTH BEAM
10 CM THICK PCC
150
100 THK.
300
L/5
2-#16
300
150
200
2-#16
LANDING BEAM
TYPICAL STAIR DETAIL
TYPICAL PLINTH BEAM
SECTION DETAILS.
TYPICAL FOOTING
PLAN
1
2
3100
3
4
1420
2230
PB
PB
A
3250
F2
C1
F3
C2
PB
PB
PB
F1
C3
PB
PB
F3
C5
C
D
PB
F2 PB
C4
PB
PB
PB
F2
C6
PB
450
1900
B
F2
C7
3050
PB
F3
C9
F3
C8
PB
E
1800
F2
C10
F
PB
F2
C11
PB
F2
C12
1
2
3100
A
3
1420
4
2230
F2
C1
F3
C2
3250
F1
C3
50
F3
C5
3050
D
1800
E
F
F2
C4
F2
C6
F2
C7
F3
C8
F3
C9
450
F2
C10
F2
C11
100
100
C
450
1900
B
F2
C12
1
2
3
3100
1420
C1
2230
C3
C2
3250
50
A
4
50
B
C5
C7
C8
C6
C
D
450
1900
C4
3050
C9
450
C10
450
F
C11
100
100
1800
E
C12
2
1420
300
3100
200
4
3
300
2230
200
300
1
200
A
C1
C3
300
200
200
200
3250
C2
400
300
B
C4
C6
D
200
300
400
200
C8
C7
400
C
450
200
1900
C5
3050
C9
400
200
F
400
200
C11
200
C10
1800
E
400
C12
2
3100
1420
2230
B17(200X350)
B15(200X350)
B13(200X400)
B14(200X400)
B9(200X400)
B6A(200X400)
B4(200X350)
B16(200X400)
B1(200X350)
1900
D
450
C
B24(200X350)
B19(200X350)
B5(200X350)
3250
B2(200X350)
B18(200X450)
B
4
B6(200X400)
A
3
B10(200X350)
1
B23(150X300)
B11(200X350)
B3(200X450)
B3A(200X400)
1800
F
B20(200X350)
B8(200X450)
B12(200X350)
E
B25(200X350)
B11A(200X450)
B7(200X450)
3050
B3B(200X400)
B21(200X400) B22(200X400)
1900
3250
2-#16
2-#16
2-#16
2-#16
B1(200X350)
550
800
2-#16(Addl)
400
B2(200X350)
1900
300
2-#16
2-#16
2-#16
2-#16
2-#16
2-#16
2-#16
2-#16
B3(200X450)
B3A(200X400)
B3B(200X400)
B4(200X350)
2450
1215
2-#12(Addl)
2-#16
2-#16
2-#16
1130
2-#12(Addl)
2-#16
2-#16
B25(200X350)
560
2-#12(Addl)
2-#16
2-#16
2-#16
2-#16
2-#16
2-#16
2230
775
2-#12(Addl)
2-#16
400
2-#12(Addl)
B5(200X350)
800
1400
800
2-#12(Addl)
2-#16
2-#16
B10(200X350)
3600
900
2-#16
540
B11(200X350)
B16(200X400)
2-#16
400
B17(200X350)
2000
2150
2-#16
2-#16
2-#16
2-#16
2-#16
2-#16
2-#16
2-#16
2-#16
2-#16
B19(200X350)
B20(200X350)
550
B11A(200X450)
1295
2-#16
900
2-#12(Addl)
3-#16 2-#16(Addl)
B15(200X350)
675
B18(200X450)
300
3100
B14(200X400)
B13(200X400)
4520
2-#16
B9(200X400)
1498
800
2-#16(Addl)
2-#16
B12(200X350)
450
B8(200X450)
3100
2-#16
485
725
B6(200X400) B6A(200X400) B7(200X450)
2-#16
2-#16
3250
2-#16
3250
815
615
2-#16
725
2-#16
1900
475
2-#12(Addl)
2-#16
2-#12(Addl)
800
3500
4850
1215
2-#12(Addl)
2-#16
1800
550
B21(200X400) B22(200X400) B23(150X300)
3250
2-#16
400
2-#16 2-#12(Addl)
B24(200X350)
400
1
2
3100
3
4
1420
2230
3250
A
S1
REINFORCEMENTS DETAILS OF SLABS
S1
S1
Reinforcements
SL
NO
Slab
Thickness
Bottom continuous
Short span
S1
1
S1
2
S2
B
1900
A
100mmThick
125mmThick
300
100
Sunken slab
100
D
Floor beam
3050
SECTION A-A
S2
1800
E
S1
F
Short span
S1
S1
450
C
A
Long span(dist)
Top extra
Long span(dist)