d f d f

2 nos.12mmØ at bottom

LB03

LB03
c ec c e c

DB03
DB05
ab ba ab b a
e e
f f
d d
LB01 LB01 LB01

a c
b
a c o o
z

DB01

DB03
CB04
b
m n n m
o o
m n n m
DB05

b
c
a
b
c
a
CB02

CB02
CB01 d c
b
d c o o
LB01/CB03

b m n n m
c c
DB05

DB06 a b b a
DB03

b
c
d
b
c
d
DB01 CB02

d c
c b c
DB05

DB03

d e e d
b z
c a c
CB02 d
DB06

b
DB01

o o
c c m n n m
d c
a b b a
DB01

b
DB05

b
c c c
a
a b b a

NOTES
Dimensions are not to be scaled.
Contractor must verify all dimensions at site
b
DB01 c before commencement of any work.
d Contractor must notify Structural Engineer and/or
Architect of all discrepancies in the
CB02 drawing.

d c
STEEL IN SLAB(6"thk.)
CB01
DB05

e z a c m,n,o -10mmØ@10"c/c
e b
c a,b,c -10mmØ@12" c/c Drawing Remarks:
DB03

DB02 d o o
m n n m
d,e,f - 8mmØ@12" c/c

BEAM TOP STEEL

2 nos.12mmØ at bottom
z -8mmØ@9" c/c
b
DB05

c
a USE CONC. GRADE M25,STEEL FE-500D
CB01

CB01

Client:
TOP BARS ( )
DB04 LB02 BOTTOM & CRANK BARS ( )
Project title:

RESIDENCE

DRAWING TITLE:

FIRST FLOOR LEVEL BEAM LAYOUT PLAN FIRST FLOOR LEVEL SLAB REINFORCEMENT LAYOUT PLAN GROUND FLOOR ROOF DRG. NO-
PLAN
DRAWN BY :
REV. NO-
P R O J E C T : H O U S E A T K A N S A L SCALE : N.T.S
DATE :
0