1 2 3 4 5 6 7 8 9 10 11

23772

5645 5113 2262 5370 5382

298 4275 17669 1943 415

880

880
A
T10@150mm

775
810
1873 1887 T10@200mm

T12@150mm
2700

1615

T12@150mm
T16@200mm
0.25*L

930

930
810

810

810
1540

T10@200mm
810

T12@150mm
T10@200mm

T16@200mm T16@200mm T16@200mm T16@200mm

0.25*L
0.25*L 0.25*L 0.25*L 0.25*L T16@200mm

T16@200mm
1640

1640

1640

1640

1690

1690
0.25*L

0.25*L
T12@150mm
1873 1887
1620 1620

T10@200mm
1255
1700 T10@200mm
5379

1540 680

500

T16@200mm
T12@150mm

0.25*L
0.25*L

T12@150mm T12@150mm

1615
1245
1675
1640

1620 1620
C 1873 1887
625

1867 1875
C'

1170

1170
1080
T10@200mm

T12@150mm T12@150mm
T12@150mm

1615

T12@150mm
3191

1873 1887
2770 680

T10@200mm
1699
1080

1170

1170
T10@200mm
T10@200mm
640

D
T10@200mm
1299

1000

920

T10@200mm

500
2100

D'

T16@200mm
0.28*L
T10@200mm T12@150mm
T10@200mm
2023

1736
1000

1869 1874

T10@200mm
T10@200mm
31476

1869 680
1040

T12@150mm
3350

T12@150mm

1690 1869 1874 500

T10@200mm
2100

1735
1040

T16@200mm

F
0.25*L
T12@150mm
415

F'
1254

T16@200mm

G
1215
1120

1130

1130

T10@200mm T10@200mm
1615
T12@150mm

T16@200mm

1690
3669

T10@200mm
T12@150mm
T10@200mm
1130

1130

1872 1868

H
T10@200mm

T10@200mm
1040

1040

T12@150mm T10@200mm
3579

2770 680
500
T10@200mm 500
T12@150mm
1040

1040

1040
T10@200mm

I
T10@200mm

1200
1200

1866 1879
T12@150mm 1430
T10@200mm

1690
T12@150mm
3992

1430

T12@150mm T12@150mm
T12@150mm
1200

1200

1200

J
1012

1012
1349

TYPICAL FLOOR TOP BAR LAYOUT

1 1 : 55

PROJECT -: STRUCTURAL CONSULTANT -:

ARCHITECT -: ES STRUCTURAL CONSULTANT

Mr Selva Kumar residence 1.STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION 4.CONCRETE GRADE: B167, 12th cross street, Jawahar Nagar,
- Madurai WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS.
2.DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL
1.
2.
COLUMN
BEAM
- M40
- M30
Palayamkottai, Tirunelveli-627007
DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 3. WALL - M30 Tel.No:0462 2553764/4950764
1.COVER 4. SLAB - M30
1. COLUMN (<230) -25 MM 5. FOUNDATION - M30
COLUMN (>=230) -40MM 5.DEVELOPMENT LENGTH (Ld) : 50d (50xDIA)
2. BEAM -25 MM
3. SLAB -20 MM 6. REINFORCED STEEL SHALL BE TMT BARS OF
4. FOOTING GRADE Fe500 CONFORMING TO IS
BOTTOM -50MM 1786-2008
CLIENT -: JOB NO : ESP23045 DRAWN BY:- MK
DRAWING TITLE -: SIDE -75MM
7.SBC=230KN/m2 UPTO A DEPTH OF 3M AND SBC=
400KN/m2 BEYOND 3M FROM EGL AS PER SOIL 0 30-12-24 FOR APPROVAL PRC PRC
REPORT
DATE : 30-12-24 SHEET SIZE:- A1
TYPICAL FLOOR SLAB TOP BAR
LAYOUT Rev Date Description Chkd Appd. SHEET NO : ES-PL-17 REV.NO:- 0

REVISION SCHEDULE SCALE : 1 : 55 LEVEL :