SLAB AND STAIR REINFORCEMENT DRAWING

GENERAL NOTES

1. ALL DIMENSIONS ARE IN FEETS AND

INCHES.

F 2. THE RENFORCEMENT SHALL BE COLD

TWISTED DEFORMED BARS (C.T.D) OR
T.M.T. BARS HAVING YIELD. STRENGTH NOT
LESS THAN 415 N/mm AND CONFORMING TO
I.S. 1786 - 1979.

3. DO NOT SCALE ANY DIMENSION.

4. FOR RCC. WORK USE MIX M20

S2 S2 CONFORMING TO IS 10262:2009
S2
5. SBC OF SOIL IS 20T/ m2.

6. REINFORCEMENT DETAILING IS
CONFORMING TO IS 13920: 1993

7. THE CLEAR COVER TO THE

E REINFORCEMENT SHALL BE AS FOLLOWS
FOOTING = 50mm
COLUMN = 40mm
BEAM = 25mm
SLAB = 20mm

S2 8. CONCRETE M 20

Dia of bar (mm) Ld (inch)

8 17
S2 10 22
12 27
16 36
20 45
D 25 56

C
RL5

11'
S2 3 FUTURE FLOOR
B RL3

11'
2 FIRST FLOOR
6' 3" x 3' 9" B1 RL2
A

11'
1 GROUND FLOOR
PL RL1
GL GL
RL0
KEY - LEVEL

PROJECT

1 2 3 4 5 6 DEV, EXTENSION

ARCHITECTURAL CONSULTANT
SCHEDULE OF SLABS
S NO SLAB SLAB R/F ALONG R/F ALONG DIST. R/F ALONG EXTRA R/F ALONG EXTRA R/F ALONG ASSOCIATES
H. NO: 3-7, NAGARAM, KEESARA,
THICK SHORTER SPAN LONGER SPAN LONGER SPAN SHORTER SPAN LONGER SPAN MEDCHAL, T.S, 500083
1 S2 4" #10mm@4"c/c #10mm@4"c/c - #10mm@8"c/c #10mm@8" c/c DEALT DATE REVISION
06-05-2019
SCALE JOB NO DRAWING NO
1:1 4

L RIGHT
0.3L SECONDARY BEAM SUPPORT

0.3L EXTRA R/F AT CONT SUPPT 0.3L ANCHOR BAR

ADDITIONAL BAR

SUPPORT
LEFT

RIGHT
SUPPORT
0.20L

Ld+10Ø
0.15L 0.20L
R/F ALONG SHORT DIRECTION BENT- UP
MAIN BEAM
HANGER BOTTOM BARS
R/F ALONG LONG DIRECTION LEFT
TYPE BAR SUPPORT

TYPICAL SECTION OF CANTILEVER SLAB SEC X-X DETAILS OF END JOINT

TYPICAL SECTION OF SLAB JUNCTION OF PRIMARY BEAM AND SECONDARY BEAM DETAILS OF BEAM ENDS