l/5 · landing beam typical stair detail 150 (nqqt .gxgn # & & # & &.#0&+0&...
TRANSCRIPT
SCHEDULE OF ISOLATED FOOTINGS
FOOTING ID EXCAVATION SIZE [Lx' X Ly'] FOOTING SIZE [Lx X Ly]FOOTING THICKNESS
DMax DMin
REINFORCEMENT DETAILS
Along X,Sx Along Y,SyCONCRETE
F2 1850 X 1650 1550 X 1350 150
F1 1100 X 1100 800 X 800 400 150 M 25#10 @ 150 c/c #10 @ 150 c/c
#10 @ 150 c/c #10 @ 150c/c
F3 2350 X 2150 2050 X 1850 150 #10 @ 120 c/c #10 @ 120 c/c
400
400
M 25
M 25
PLAN
SECTION A-A
TYPICAL FOOTING
A A
GLPlinth Beam
Column Bars
Ld
Well compacted earth
Column
Footing
P.C.C
150
Dmin Dm
ax
Sx
Sy
Upto
har
dst
rata
200
300
-4 - Y16 Y8@ 150/200 C/C
200
400
-8 - Y16Y8@ 150/200 C/C-2 - Y12
COLUMN ID
200
300
-4 - Y16 Y8@ 150/200 C/C-2 - Y12
200
300
-4 - Y16 Y8@ 150/200 C/C
200
400
-8 - Y16Y8@ 150/200 C/C-2 - Y12
2-#16
2-#16
300
200LANDING BEAM
TYPICAL STAIR DETAIL
150
10Ø@150C/C
10Ø@150C/C
100 THK.
L/5
300150
1200
PLINTH BEAM DETAILS
200
400
8Ø @ 150 c/c
2-#16
2-#16
PB1
BRICK WORKPLASTERINGwith CM 1:3
TYPICAL PLINTH BEAM SECTION DETAILS.
10 CM THICK PCC LAYERBASEMENT FLOOR LEVEL
PLINTH BEAM
10 CM THICK PCC
PB PB
PBPB
PB PB
PB
PB
PB
PB
PBPB
PBPBPB
PB
3100 1420 2230
3250
1900
450
3050
1800
1
A
B
C
D
E
F
2 3 4
C4 C6
C7
C3F3
F2C1 F1
F2
F2
C2
F2
C5F3
C8F3 C9
F3
C10F2
C11F2
C12F2
PB
3100 1420 2230
3250
1900
450
3050
1800
1
A
B
C
D
E
F
2 3 4
C4 C6
C7
C3F3
F2C1 F1
F2
F2
C2
F2
C5F3
C8F3
C9F3
C10F2
C11F2
C12F2
100
100
450
50
50
3100 1420 2230
3250
1900
450
3050
1800
1
A
B
C
D
E
F
2 3 4
450
450100
100
50
C4 C5 C6
C7 C8
C3C1 C2
C9
C11
C10
C12
3100 1420 2230
3250
1900
450
3050
1800
1
A
B
C
D
E
F
2 3 4
C4 C5 C6
C7 C8
C3C1 C2
C9
C11
C10
C12
300200
300200
300200
300200
200300 200300
200
400
200
400
200
400
400
200
400
200
400
200
B18(200X450) B19(200X350)
B17(200X350)
B16(200X400)B15(200X350)
B14(200X400)
B23(150X300)
B13(200X400)
B21(200X400) B22(200X400)
B12(200X350)
B11(200X350)
B11A(200X450)
B8(2
00X4
50)
B10(
200X
350)
B7(2
00X4
50)
B9(2
00X4
00)
B6(2
00X4
00)
B24(
200X
350)
B5(2
00X3
50)
B4(2
00X3
50)
B3B(
200X
400)
B20(
200X
350)
B3A(
200X
400)
B3(2
00X4
50)
B2(2
00X3
50)
B1(2
00X3
50)
B6A(
200X
400)
B25(200X350)
3100 1420 2230
3250
1900
450
3050
1800
1
A
B
C
D
E
F
2 3 4
2-#16
2-#16
B1(200X350) B2(200X350)
Ø8@150 c/c Ø8@150 c/c
2-#16
2-#16
1900 3250
B3(200X450) B3A(200X400) B3B(200X400)Ø8@100 c/c Ø8@150 c/c
2-#16
2-#16
2-#16
2-#16
2-#16
2-#16
400 1800 3500
B7(200X450) B8(200X450) B9(200X400) B10(200X350)Ø8@150 c/c Ø8@150 c/c Ø8@150 c/c
4850 2450 32503001215 1215 615
2-#12(Addl)2-#12(Addl) 2-#16
2-#16
2-#16
2-#16
2-#16
2-#162-#12(Addl)725 725
B4(200X350) B5(200X350)
Ø8@150 c/c Ø8@150 c/c
1900 3250
2-#12(Addl)2-#16 2-#16
2-#16 485 4002-#12(Addl)
475 815
2-#16
B6(200X400) B6A(200X400)
Ø8@100 c/c
1900550
Ø8@100 c/c
2-#16800
2-#16
2-#16(Addl)
B11(200X350) B11A(200X450)Ø8@150 c/c Ø8@150 c/c
800 1400800
2-#12(Addl) 2-#16
2-#16
B13(200X400) B14(200X400)Ø8@150 c/cØ8@150 c/c
3100 1498800
2-#16(Addl)2-#16
2-#16
2-#16
2-#16
B12(200X350)Ø8@150 c/c
8002-#16
2-#16
B20(200X350)Ø8@150 c/c
20002-#16
2-#16
B15(200X350) B16(200X400)Ø8@150 c/c Ø8@150 c/c
36003100 775 900 9002-#16
2-#16
2-#16
3-#16
2-#12(Addl) 2-#12(Addl)
540 4002-#16(Addl)
B17(200X350)Ø8@150 c/c
12952-#16
2-#16
B18(200X450) B19(200X350)Ø8@150 c/cØ8@150 c/c
22304520
450 6752-#12(Addl)
1130 5602-#12(Addl)2-#16
2-#16 2-#16
2-#16
B25(200X350)
300
Ø8@150 c/c
2-#16
2-#16
B21(200X400) B22(200X400)Ø8@150 c/c Ø8@150 c/c
2150 5502-#16
2-#16
2-#16
2-#16
B24(200X350)B23(150X300)Ø8@150 c/c Ø8@150 c/c
550 3250
400 4002-#12(Addl)
2-#16
2-#16
2-#16
2-#16
S1
S1
S1
S2
S1
S1
3100 1420 2230
3250
1900
450
3050
1800
1
A
B
C
D
E
F
2 3 4
S1
8Ø,150 c/c@TOP
S1
Sunken slab
A A
REINFORCEMENTS DETAILS OF SLABS
ReinforcementsSLNO Slab Thickness
S11
Bottom continuous Top extra
Short span Long span(dist) Short span Long span(dist)
100mmThick 8Ø @ 150 c/c 8Ø @ 150 c/c
S22125mmThick 8Ø @ 150 c/c 8Ø @ 150 c/c8Ø @ 150 c/c 8Ø @ 150 c/c
8Ø @ 150 c/c 8Ø @ 150 c/c
SECTION A-A
8Ø @ 150 c/c
8Ø @ 150 c/c
Floor beam
100
300
100