NOTES: ALL DIMENSIONS ARE IN MM
SCHEDULE OF COLUMNS
S.NO. TYPE SIZE REINFORCEMENT SECTION SHAPE OF
A B C D A B C D
TIES
LONGITUDINAL TIES
BARS
1 C2 C1 1
C2
F7
1200
1350
1350
F7
1. C1 200X200 12MM - 4NOS 8MM@200MM 12MM - 4NOS
1500
F6
2100
1200
1500 C/C
2 C2
2
1200
2. C2 300X200 12MM - 6NOS 8MM@200MM 12MM - 6NOS
C/C
3250
3250
3. C3 400X200 12MM - 8NOS 8MM@200MM 12MM - 8NOS
F1 3100
C/C
3 3
1500
1800
C3 C3 C2
F8
SCHEDULE OF FOOTING
4500
4500
S.NO. TYPE FOOTING SIZE OF DEPTH BOTTOM REINFORCEMENT
SIZE P.C.C.
16200
16200
D d ALONG L ALONG B
1500
C2
1. F1 1800 X 1300 MM 2000 X 1500 MM 400MM 300MM 10MM@150MM C/C 10MM@150MM C/C
1200
C2
4 4
F2
3000
1300 F5
1450
1450
1500 2. F2 1500 X 1200 MM 1700 X 1400 MM 400MM 300MM 10MM@150MM C/C 10MM@150MM C/C
1800
C2
1200
C3 C2
5 5
F1
F2 1200 3. F3 2600 X 1200 MM 2800 X 1400 MM 400MM 300MM 10MM@150MM C/C 10MM@150MM C/C
4. F4 2600 X 1500 MM 2800 X 1700 MM 400MM 300MM 10MM@150MM C/C 10MM@150MM C/C
3950
3950
5. F5 3000 X 1200 MM 3200 X 1400 MM 400MM 300MM 10MM@150MM C/C 10MM@150MM C/C
1200 1500 1200 6. F6 2100 X 1200 MM 2300 X 1400 MM 400MM 300MM 10MM@150MM C/C 10MM@150MM C/C
C2 C2 C2
6 6 7. F7 1500 X 1200 MM 1700 X 1400 MM 400MM 300MM 10MM@150MM C/C 10MM@150MM C/C
2600
2600
2600
F3 F4 F3
1700
1700
8. F8 3100 X 1500 MM 3300 X 1700 MM 400MM 300MM 10MM@150MM C/C 10MM@150MM C/C
C2 C2
C2
7 7
2850 1050 2400 2850 1050 2400
6300 6300
COLUMN GRID LAYOUT COLUMN FOOTING LAYOUT