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West STN

The document outlines the specifications for various isolated and combined footings for the West Station Building, detailing dimensions, reinforcement bar types, and column numbers. It includes information on the scheduled raft slabs and remarks on mesh types used in the construction. The data is organized by grid and type, providing a comprehensive overview of the foundation requirements for the building project.

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deepaky6ce802
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19 views11 pages

West STN

The document outlines the specifications for various isolated and combined footings for the West Station Building, detailing dimensions, reinforcement bar types, and column numbers. It includes information on the scheduled raft slabs and remarks on mesh types used in the construction. The data is organized by grid and type, providing a comprehensive overview of the foundation requirements for the building project.

Uploaded by

deepaky6ce802
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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WEST STATION BUILDING

Isolated Footing

PARALLEL PARALLEL
GRID TYPE LENGTH BREDTH DEPTH Col No Total Col TO SHORTS TO LONG
SPAN SPAN

A/1, A/7,
A/10, A/11, 1, 6, 9, 10, 11,
A/14, A/29, 21, 22, 23, 26,
A/30, A/32, 31, 45, 81, 82, 16 Bar 125 16 Bar 125
IF1 3000 3000 800 23
A/35, A/41, 84, 87, 88, 89, C/C C/C
C/1, C/41, 90, 93, 94, 95,
F/1, F/41, 96, 99
I/7, I/10,
I/11, I/12,
I/14, I/29,
I/30, I/31,
I/32, I/35

E/7, E/10,
E/11, E/12, 63, 66, 67, 68,
16 Bar 125 16 Bar 125
E/14, E/29, IF2 3500 3500 800 69, 74, 75, 76, 10
C/C C/C
E/30, E/312, 77, 80
E/32, E/35

L/1, L/2, L/3,


L/5, L/21,
L/23, L/25, 16 Bar 150 16 Bar 150
IF3 2450 1250 800 14
(L/26A),L/35 118, 119, 120, C/C C/C
, L/37, L/39, 121, 122, 125,
L/40, L/41 126, 127, 128,
130, 131, 132,
133, 134

K/3, K/5, 103, 104, 114, 16 Bar 100 16 Bar 100


IF4 4000 2000 800 4
K/37, K/39 115 C/C C/C

16 Bar 100 16 Bar 100


K/1, K/41 IF5 5000 3000 800 101, 117 2
C/C C/C

K/20, K/22, 108, 109, 110, 16 Bar 100 16 Bar 100


IF6 4700 2700 800 4
K/24, K/26 111 C/C C/C
A/15-16,
A/27-28, 16 Bar 75 16 Bar 75
IF7 4520 4520 1000 12
E/15-16, 12, 13, 19, 20, C/C C/C
E/27-28, I/8- 70, 71, 72, 73,
9, I/33-34, 85, 86, 97, 98

16 Bar 150 16 Bar 150


D/4, D/38 IF8 1200 1200 800 60, 62 2
C/C C/C
71

Combined Footings
Bottom
GRID TYPE LENGTH BREDTH DEPTH Col no Total Col PARALLEL PARALLEL
TO SHORTS TO LONG
SPAN SPAN
12 Bar 125 12 Bar 125
A-C/2 CB1 7800 3000 800 2, 32, 46 3
c/c c/c

12 Bar 125 12 Bar 125


A-C/3 CB2 7800 3000 800 3, 33, 47 3
c/c c/c

12 Bar 125 12 Bar 125


A-C/5 CB3 7800 3000 800 4, 34, 48 3
c/c c/c

12 Bar 125 12 Bar 125


A-C/6 CB4 7800 3000 800 5, 35, 49 3
c/c c/c

12 Bar 125 12 Bar 125


A-C/17-18 CB5 7800 3000 800 14, 36, 50 3
c/c c/c

12 Bar 125 12 Bar 125


A-C/20 CB6 7800 3000 800 15, 37, 51 3
c/c c/c

12 Bar 125 12 Bar 125


A-C/24 CB7 7800 3000 800 17, 39, 53 3
c/c c/c

12 Bar 125 12 Bar 125


A-C/26 CB8 7800 3000 800 18, 40, 54 3
c/c c/c

12 Bar 125 12 Bar 125


A-C/36 CB9 7800 3000 800 27, 41, 55 3
c/c c/c

12 Bar 125 12 Bar 125


A-C/37 CB10 7800 3000 800 28, 42, 56 3
c/c c/c
12 Bar 125 12 Bar 125
A-C/39 CB11 7800 3000 800 29, 43, 57 3
c/c c/c

12 Bar 125 12 Bar 125


A-C/40 CB12 7800 3000 800 30, 44, 58 3
c/c c/c
36

Scheduled for Raft Slab


Bottom

Grid TYPE LENGTH BREDTH DEPTH Col no Total Col PARALLEL PARALLEL
TO SHORTS TO LONG
SPAN SPAN
16 Bar 200 16 Bar 200
F-K/2 RS1 11125 5030 800 1
C/C C/C

16 Bar 200 16 Bar 200


I-K/6 RS2 4520 3000 800 2
C/C C/C

16 Bar 150 16 Bar 150


A-F/8-9 RS3 13500 4800 1000 4
C/C C/C

16 Bar 200 16 Bar 200


A-B/12-13 RS4 4910 4510 800 LIFT
C/C C/C

16 Bar 200 16 Bar 200


H-L/15-16 RS5 10205 4050 800 3
C/C C/C

16 Bar 150 16 Bar 150


F-L/17-19 RS6 13580 5030 1000 2
C/C C/C

16 Bar 200 16 Bar 200


A-D/22 RS7 7800 3000 800 4
C/C C/C

16 Bar 200 16 Bar 200


I-L/27-28 RS8 10205 4050 800 3
C/C C/C

16 Bar 200 16 Bar 200


A-B/31 RS9 4910 4510 800 LIFT
C/C C/C

16 Bar 150 16 Bar 150


A-E/33-34 RS10 13500 4800 1000 4
C/C C/C

16 Bar 200 16 Bar 200


I-J/36 RS11 4520 3000 800 2
C/C C/C
16 Bar 200 16 Bar 200
F-K/40 RS12 11125 5030 800 1
C/C C/C
No of No of
REMARKS
Length Breadth

BOTTOM
24 24
MESH

BOTTOM
28 28
MESH

BOTTOM
MESH

BOTTOM
MESH

BOTTOM
MESH

BOTTOM
MESH
BOTTOM
MESH

BOTTOM
MESH

Top
PARALLEL
TO PARALLEL REMARKS
SHORTS TO LONG
SPAN SPAN
12 Bar 12 Bar Double
125 c/c 125 c/c Mesh

12 Bar 12 Bar Double


125 c/c 125 c/c Mesh

12 Bar 12 Bar Double


125 c/c 125 c/c Mesh

12 Bar 12 Bar Double


125 c/c 125 c/c Mesh

12 Bar 12 Bar Double


125 c/c 125 c/c Mesh

12 Bar 12 Bar Double


125 c/c 125 c/c Mesh

12 Bar 12 Bar Double


125 c/c 125 c/c Mesh

12 Bar 12 Bar Double


125 c/c 125 c/c Mesh

12 Bar 12 Bar Double


125 c/c 125 c/c Mesh

12 Bar 12 Bar Double


125 c/c 125 c/c Mesh
12 Bar 12 Bar Double
125 c/c 125 c/c Mesh

12 Bar 12 Bar Double


125 c/c 125 c/c Mesh

Top
PARALLEL
TO PARALLEL REMARKS
SHORTS TO LONG
SPAN SPAN
16 Bar 16 Bar Double
200 C/C 200 C/C Mesh

16 Bar 16 Bar Double


200 C/C 200 C/C Mesh

25 Bar 25 Bar Double


100 C/C 100 C/C Mesh

16 Bar 16 Bar Double


200 C/C 200 C/C Mesh

16 Bar 16 Bar Double


200 C/C 200 C/C Mesh

16 Bar 16 Bar Double


150 C/C 150 C/C Mesh

16 Bar 16 Bar Double


200 C/C 200 C/C Mesh

16 Bar 16 Bar Double


200 C/C 200 C/C Mesh

16 Bar 16 Bar Double


200 C/C 200 C/C Mesh

25 Bar 25 Bar Double


100 C/C 100 C/C Mesh

16 Bar 16 Bar Double


200 C/C 200 C/C Mesh
16 Bar 16 Bar Double
200 C/C 200 C/C Mesh
Platform No 8

Proposed Road

Existing Road
for Linen

Store
Linen room/
Store
commercial
Proposed Septic Toilet
Tank

Existing Septing Tank


Proposed WSTNB

Existing Road

Proposed Road
Existing Road
1.9
1.625

Confining Zone 625 1st floor 11.79


Beam 750 11.04
Confining Zone 625 10.415

3.22

4.47
1.625

Confining Zone 625 PL 7.29 7.915


0.75 Beam 750 6.54 0.75
Confining zone 615 5.925
1.615

1.9
1
3.02

3.705

A
2.5

Footings depth 800


300 300 2.225 300
PCC 150
2.1
20MM
4.47

D
Confining Zone 625

Confining Zone 625


3.22

3.75
1.9

C Confining Zone 625

Confining zone 615 D


C 9.77 9.8
B
B 6.34 0.3 6.64 6.6
A 3.7 0.3 4 4
3.705
3.7

300

25MM

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