GENERAL NOTES:
1.ALL DIMENSIONS ARE IN MILLIMETER
2.DIMENSIONS SHOULD NOT BE
SCALLED,ONLY WRITTEN DIMENSION
230
TO BE FOLLOWED
3.THIS DRAWING TO BE READ IN
CONJUNCTION WITH
RELEVANT ARCHITECTURAL DRAWING.
250
TIE BEAM SIZE- 230 X 250 4.ANY DISCREPANCY OBSERVED IN THE
DRAWING SHOULD BE BROUGHT TO THE
NOTICE OF THE CONSULTANT IMMEDIATELY
5.GRADE OF CONCRETE : M 25
6.GRADE OF STEEL : Fe 500
TIE BEAM DETAILS
7.CONCRETE COVER TO MAIN
4NOS OF 16mm DIA BAR REINFORCEMENT,
8mm stirrup @ 125 C/C
COLUMN = 40 MM
BEAM = 25 MM
SLAB = 20 MM
49d
FOUNDATION = 50 MM
49d
230 CLIENT NAME-
MAX. OF MAX. OF MAX. OF MAX. OF
L/4 OR 950 L/4 OR 950 L/4 OR 950 L/4 OR 950
#8 @100 C/C #8 @150 C/C #8 @100 C/C #8 @100 C/C #8 @150 C/C #8 @100 C/C
COLUMN
300
Beam 1 DETAILS
4 NOS OF 16mm DIA
MAIN BEAM SIZE- 230 X 350 corner BAR + 2NOS
12mm bar
DWG TITLE:
8mm stirrup @ 125 C/C
BEAM DETAILS FOR ALL FLOORS
49d
49d
MAX. OF MAX. OF MAX. OF MAX. OF
L/4 OR 950 L/4 OR 950 L/4 OR 950 L/4 OR 950 DWG NO-SG/STR/07
#8 @100 C/C #8 @150 C/C #8 @100 C/C #8 @100 C/C #8 @150 C/C #8 @100 C/C
COLUMN DWG BY: K.P.KUMAR
CHECK BY: J. TALUKDAR
DATE - 06.05.2024
GENERAL NOTES:
1.ALL DIMENSIONS ARE IN MILLIMETER
2.DIMENSIONS SHOULD NOT BE
SCALLED,ONLY WRITTEN DIMENSION
TO BE FOLLOWED
3.THIS DRAWING TO BE READ IN
CONJUNCTION WITH
RELEVANT ARCHITECTURAL DRAWING.
4.ANY DISCREPANCY OBSERVED IN THE
DRAWING SHOULD BE BROUGHT TO THE
NOTICE OF THE CONSULTANT IMMEDIATELY
4950 mm 4950 mm
5.GRADE OF CONCRETE : M 25
6.GRADE OF STEEL : Fe 500
7.CONCRETE COVER TO MAIN
REINFORCEMENT,
4000 mm
COLUMN = 40 MM
BEAM = 25 MM
SLAB = 20 MM
FOUNDATION = 50 MM
CLIENT NAME-
4400 mm
COLUMN 300mm X 300mm
DWG TITLE:
COLUMN SCHEDULE
COLUMN ARRANGEMENT
COLUMN NOS SECTION DETAILS
5680 mm
1500.0000 mm
ALL COLUMNS
DWG NO-SG/STR/05
DWG BY:
CHECK BY:
DATE - 26.09.2024
GENERAL NOTES:
1.ALL DIMENSIONS ARE IN MILLIMETER
2.DIMENSIONS SHOULD NOT BE
SCALLED,ONLY WRITTEN DIMENSION
TO BE FOLLOWED
3.THIS DRAWING TO BE READ IN
4950 mm 4950 mm
CONJUNCTION WITH
RELEVANT ARCHITECTURAL DRAWING.
4.ANY DISCREPANCY OBSERVED IN THE
DRAWING SHOULD BE BROUGHT TO THE
NOTICE OF THE CONSULTANT IMMEDIATELY
4000 mm
5.GRADE OF CONCRETE : M 25
6.GRADE OF STEEL : Fe 500
7.CONCRETE COVER TO MAIN
REINFORCEMENT,
COLUMN = 40 MM
BEAM = 25 MM
SLAB = 20 MM
FOUNDATION = 50 MM
4400 mm
CLIENT NAME-
DWG TITLE:
LAYOUT PLAN FOR FIRST FLOOR
5680 mm
DWG NO-SG/STR/05
DWG BY:
CHECK BY:
DATE - 26.09.2024
Y GENERAL NOTES:
300 1.ALL DIMENSIONS ARE IN MILLIMETER
2.DIMENSIONS SHOULD NOT BE
350
F.G. L F.G. LVL
200
TIE BEAM SCALLED,ONLY WRITTEN DIMENSION
MID LANDING BEAM
TO BE FOLLOWED
Y 3.THIS DRAWING TO BE READ IN
CONJUNCTION WITH
1800
RELEVANT ARCHITECTURAL DRAWING.
HT
FLIG
LANDING BEAM
#12 mm Dia Main Bar @125 c/c 2nd 4.ANY DISCREPANCY OBSERVED IN THE
#8 mm Dia Binder @ 150 c/c
100 DRAWING SHOULD BE BROUGHT TO THE
NOTICE OF THE CONSULTANT IMMEDIATELY
SY
#8 mm Dia Binder
@ 125 c/c Alternate
MIN
d
300
LANDING
B1 B2 6.GRADE OF STEEL : Fe 500
1800 7.CONCRETE COVER TO MAIN
#12 mm Dia Main Bar @125 c/c
REINFORCEMENT,
CROSS-SECTION #8 mm Dia Binder
@ 150 c/c
1st
FLIG
HT
COLUMN = 40 MM
BEAM = 25 MM
230 SLAB = 20 MM
FOUNDATION = 50 MM
250
TOP REINF. B2
CLIENT NAME-
X X
CROSS SECTION Y-Y BEAM/TIE BEAM
SZ
.
4NOS 12mm Dia BAR
2L 8mm STIRRUP @125 C/C
. DWG TITLE:
BOTTOM REINF. B1 COLUMN LAYOUT PLAN
SX
TYPICAL PLAN OF ISOLATED FOUNDATION
TYPE SX SZ SY d B1 B2
ALL FOUNDATION 12 mm @ 150 c/c 12 mm @ 150 c/c
1800 1800 700 450
TOP & BOTTOM TOP & BOTTOM
DWG NO-SG/STR/03
GENERAL NOTES:
1.ALL DIMENSIONS ARE IN MILLIMETER
2.DIMENSIONS SHOULD NOT BE
SCALLED,ONLY WRITTEN DIMENSION
TO BE FOLLOWED
3.THIS DRAWING TO BE READ IN
4950 mm 4950 mm
CONJUNCTION WITH
RELEVANT ARCHITECTURAL DRAWING.
4.ANY DISCREPANCY OBSERVED IN THE
DRAWING SHOULD BE BROUGHT TO THE
NOTICE OF THE CONSULTANT IMMEDIATELY
4000 mm
5.GRADE OF CONCRETE : M 25
6.GRADE OF STEEL : Fe 500
7.CONCRETE COVER TO MAIN
REINFORCEMENT,
COLUMN = 40 MM
BEAM = 25 MM
SLAB = 20 MM
FOUNDATION = 50 MM
4400 mm
CLIENT NAME-
DWG TITLE:
LAYOUT PLAN FOR GROUND FLOOR
5680 mm
DWG NO-SG/STR/05
DWG BY:
CHECK BY:
DATE - 26.09.2024
GENERAL NOTES:
1.ALL DIMENSIONS ARE IN MILLIMETER
2.DIMENSIONS SHOULD NOT BE
UP TO 2nD FLOOR SCALLED,ONLY WRITTEN DIMENSION
TO BE FOLLOWED
3.THIS DRAWING TO BE READ IN
CONJUNCTION WITH
RELEVANT ARCHITECTURAL DRAWING.
1ST FLOOR L.V.L 4.ANY DISCREPANCY OBSERVED IN THE
DRAWING SHOULD BE BROUGHT TO THE
COLUMN BAR NOTICE OF THE CONSULTANT IMMEDIATELY
H3
8T SET OF LINKS @ 100MM C/C
5.GRADE OF CONCRETE : M 25
AS PER ARC 6.GRADE OF STEEL : Fe 500
8 MM CLOSED TIE 7.CONCRETE COVER TO MAIN
REINFORCEMENT,
8T SET OF LINKS @ 150MM C/C TYPICAL DETAIL OF COLUMN = 40 MM
BEAM = 25 MM
TIE BAR/ STIRRUP HOOKS SLAB = 20 MM
FOUNDATION = 50 MM
CLIENT NAME-
H3
8T SET OF LINKS @ 100MM C/C
GROUND FLOOR L.V.L
COLUMN SCHEDULE
H3
8T SET OF LINKS @ 100MM C/C COLUMN NOS SECTION DETAILS
AS PER ARC
COLUMN DWG TITLE:
300mm X 300mm
8T SET OF LINKS @ 150MM C/C COLUMN LAYOUT PLAN
H3
8T SET OF LINKS @ 100MM C/C
BASEMENT FLOOR . LVL
F.G. L
TIE BEAM
1800
DWG NO-SG/STR/04
MIN
300
1800
