Quantity Surveying

1. THE DRAWING SHALL BE READ IN
CONJUNCTION WITH RELEVANT ARCH.
DRAWINGS AND SPECIFICATIONS.
5-12#(3+2)




FRAME 4



FRAME 5




FRAME 5



FRAME 4
2. ALL DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE STATED.

300 8# 2LG. ST. 3. ONLY WRTTEN DIMENSIONS ARE TO BE




FRAME 2




FRAME 2
@130C/C. FOLLOWED & THE DRAWIHGS ARE NOT
TO BE SCALLED
3-12# 4. DEVIATIONS IF ANY TO THE
250 STRUCTURAL
DRA`WINGS SHALL BE BROUGHT TO THE
FRAME 11 FRAME 11 SEC. ON 1-1 NOTICE OF THE STRUCTURAL
CONSULTANT BEFORE EXECUTION.

2300.00 5. GRADE OF R.C.C SHALL BE M-25

FRAME 6 2-12# 6. REINFORCEMENT SHALL BE HIGH
STRENGTH DEFORMED BAR OF GRADE




FRAME 3
FRAME 3
Fe: CONFORMING TO IS:1786-1985.
300 8# 2LG. ST.
7. CLEAR COVER TO MAIN
FRAME 1




FRAME 1
@130C/C. REINFORCEMENT
SHALL BE AS FOLLOWS .
3-12# COLUMNS = 40mm
250 FLOOR/ROOF BEAMS = 25mm
FRAME 7 FRAME 7 SLABS = 20mm
SEC. ON 2-2
2450.00 8. FINISHED GROUND LEVEL HAS BEEN
5-12#(3+2) CONSIDERED ± 0 MM/ FEET.
FRAME 12 FRAME 12
9.IT IS DESIGNED FOR S+1 STRUCTURE.

300 8# 2LG. ST. 10. UNLESS NOTED OTHERWISE THE MIN.
FRAME 8 @130C/C. LAP/ DEVELOPMENT LENGTH OF BARS
OF DIAMETER 'D' SHALL BE AS
2-12# FOLLOWS.
250
SEC. ON 3-3

DEFORMED BARS
FRAME 9 CONCRETE
GRADE TENSION COMPRESSION
FRAME 10 FRAME 10 M-25 50 D 38 D
3500.00
FRAME 13 FRAME 13
signature signature
LAYOUT PLAN OF GROUND BEAM.
PROJECT CONSULTANT :- signature of (CREDA)
3750 2975
1250 1250 990 990 ARCHITECT :-
signature of (ARCHITECT)

5-12#(3+2) 2-12# 5-12#(3+2) 5-12#(3+2) 2-12# 5-12#(3+2)
1 2 1 3 4 3 signature of (STRUCTURAL ENGINEER) .

300
1 2 1 3 4 3 Project Title:-
3-12# 2-12#
8# 2LG. ST. 8# 2LG. ST.
@130C/C. @130C/C. Drawing Title:-

FRAME 1 (250X300) FRAME 10 (250X300) SCALE
DATE DRN BY STR. DESIGN. DRG. NO. REV.
NTS

, 1. THE DRAWING SHALL BE READ IN
CONJUNCTION WITH RELEVANT ARCH.
DRAWINGS AND SPECIFICATIONS.

2. ALL DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE STATED.
3750 2975
1250 1250 990 990 3. ONLY WRTTEN DIMENSIONS ARE TO BE
FOLLOWED & THE DRAWIHGS ARE NOT
5-12#(3+2) 2-12# 5-12#(3+2) 5-12#(3+2) 2-12# 5-12#(3+2) TO BE SCALLED
1 2 1 4. DEVIATIONS IF ANY TO THE
3 4 3
STRUCTURAL
300 DRA`WINGS SHALL BE BROUGHT TO THE
NOTICE OF THE STRUCTURAL
1 2 1 3 4 3 CONSULTANT BEFORE EXECUTION.
3-12# 2-12#
8# 2LG. ST. 8# 2LG. ST. 5. GRADE OF R.C.C SHALL BE M-25
@130C/C. @130C/C.
6. REINFORCEMENT SHALL BE HIGH
FRAME 1 (250X300) FRAME 10 (250X300) STRENGTH DEFORMED BAR OF GRADE
Fe: CONFORMING TO IS:1786-1985.

7. CLEAR COVER TO MAIN
REINFORCEMENT
SHALL BE AS FOLLOWS .
COLUMNS = 40mm
FLOOR/ROOF BEAMS = 25mm
SLABS = 20mm

2300 2450 8. FINISHED GROUND LEVEL HAS BEEN
767 767 817 817 CONSIDERED ± 0 MM/ FEET.

4-12#(2+2) 2-12# 4-12#(2+2) 4-12#(2+2) 2-12# 4-12#(2+2) 9.IT IS DESIGNED FOR S+1 STRUCTURE.
1 2 1 1 2 1
10. UNLESS NOTED OTHERWISE THE MIN.
300 300 LAP/ DEVELOPMENT LENGTH OF BARS
OF DIAMETER 'D' SHALL BE AS
1 2 1 1 2 1 FOLLOWS.
3-12# 3-12#
8# 2LG. ST. 8# 2LG. ST.
@130C/C. @130C/C.
FRAME 11 (250X300) FRAME 12 (250X300)
DEFORMED BARS
CONCRETE
GRADE TENSION COMPRESSION

M-25 50 D 38 D



signature signature
3500
1167 1167 PROJECT CONSULTANT :- signature of (CREDA)

5-12#(3+2) 2-12# 5-12#(3+2) ARCHITECT :-
1 2 1 signature of (ARCHITECT)

300
1 2 1 signature of (STRUCTURAL ENGINEER) .
3-12#
8# 2LG. ST.
@130C/C. Project Title:-

FRAME 13 (250X300)
Drawing Title:-



SCALE
DATE DRN BY STR. DESIGN. DRG. NO. REV.
NTS