DETAILED DRAWING OF FOOTING AND COLUMN
150.00 mm
SCHEDULE OF FOTTING Slab
FOOTING SIZE EDGE OVERALL DETAIL OF
Floor beam
(mm) THICKNESS THICKNESS REINFORCEMENT
d(mm) D(mm)
X-AXIS Y-AXIS
H/3
1800X1800 400 900 12 mm dia 12 mm dia
22 nos 22 nos 8 mm dia stirrups @ 200mm c/c
1250.00
SCHEDULE OF COLUMN
COLUMN SIZE
DETAIL OF REINFORCEMENT
(mm)
LONGITUDINAL BARS LATERAL TIES
150.00 mm lintel
450 X 450 32 mm dia bars 4 nos 8 mm dia bars
H/3
@200mm c/c
20 mm dia bars 4nos
8 mm dia stirrups @ 250mm c/c
SCHEDULE OF TIE BEAM
TIE BEAM SIZE
DETAIL OF REINFORCEMENT
(mm)
2100.00
MAIN BARS STIRRUPS
300 X 300 20 mm dia tension bars 8 mm dia 2 legged verical
4 nos stirrups@150mm c/c
16 mm diacompression
H/3
bars 4nos
8 mm dia stirrups @ 200mm c/c
SCHEDULE OF FLOOR BEAM
FLOOR BEAM
DETAIL OF REINFORCEMENT
SIZE (mm)
MAIN BARS STIRRUPS
300 X 500 28 mm dia tension bars 8 mm dia 2 legged verical Tie beam
4 nos stirrups@150mm c/c
25 mm diacompression
bars 4nos
650.00
150 mm Brick soiling
2000.00
500.00
100.00
400.00
100.00 mm P.C.C
200.00
200.00 mm stone soiling
FOOTING-COLUMN DRAWING
ALL DIMENSIONS ARE IN MM
SCALE USED=1:40