DEPARTMENT OF

NAME C1 C2 C3 C4 C5 C6 C7 C8 ARCHITECTURE,
SIZE 230x230 230x300 300x300 300x460 300x600 460x460 460x600 600x600 GURU NANAK DEV
NAME F1 F2 F3 F4 F5 F6 F7 F8 UNIVERSITY,
PEDESTAL 1200x1200 1200x1350 1350x1350 1500x1650 1500x1800 1650x1650 1650x1800 1800x1800 AMRITSAR

BUILDING
CONSTRUCTION

SHEET NO.: 13
1455 1335 2100 2275 4785 2320 2690 1275 2745 1510 4785 2130 2100 1340 1450

600
1050

1090

600 450 450

1165
1170

C1 C3 C3 C3 C3 C3 C3 C3 C3 C1

SHEET TITLE:

CENTER LINE
17
85 PLINTH BEAM 230MM X 230MM
1050

00
16

1035
1030

1310

450 1830 2275 1090 3230 1430 2700 1350 1275 1360 13960 1520 450 3095 1220 2130 1840 690 C1

4800
C1
450
1 0 C1
12
EXCAVATION PLAN

3300
2100

2100
2330

4800
C1
3300

280 280
7200 3230 2230 1760 3730 3190 3090 7200
4230

450 450
600 600 5700 450450 1730 1050 2230 1900 450 3110 590
310
2430 2195 450 5700 1050 1050 C1
OF ARCHITECTURE BLOCK
390

450 C1
1160

C3 C1 C1 C1 C1
450

450
C3
PLINTH BEAM 230MM X 230MM C1 C1 C1 C1
NOTES:
450

450
1540

5040
5050

3440
1170 1230 4800 1170 3620 2400 1340 1400 1225 1385 1360 1430 3635 1155 4830 1220 1180
· ALL DIMENSIONS ARE IN MM

2530
3640
2535

C3 C3
450

C1 C3 C3 C3 C3 C1
C3
C3 · THE DIMENSIONS SHOULD BE
450

READ ONLY AND NOT TO BE

450
450

750

PLINTH BEAM 230MM X 230MM PLINTH BEAM 230MM X 230MM MEASURED.

1680

450
450

1680

450 450 450 450 5780 2420 12940 2420 5750 · THE DRAWING SHALL BE READ
1580

1590
450
1580

450 450 450 450

3080
2070

4875 450 1520 450 11290 750 450 1535 700 3550 600 600
IN REFERENCE TO ALL THE

2070
C1 C3 C3 C1
ARCHITECTURAL AND
1050

C1 C1

13030
560 560
560 560
2100

2400

2400

2100
STRUCTURAL DRAWINGS.
1050

· DISCREPANCY IF ANY SHALL

3080
BE IMMEDIATELY REFERRED
2060

2060
1575

1575
1570

1680

1680

750 2400 2740 1220 2740 1430 750 TO THE ARCHITECT.

450

· THIS DRAWING SHALL BE

450
750
1200

C3 C3 PLINTH BEAM 230MM X 230MM

PLINTH BEAM 230MM X 230MM C1
READ IN CONJUNCTION WITH

450
C3 C3 C3 C3 C3
450

C1 C3

TIE BEAM 300MM X 300MM OTHER RELEVANT

3440
2535

2530
280 ARCHITECTURAL DRAWINGS.
5155

5155
1170 1230 4800 1170 2420 1200 2400 1340 1400 1220 1240 1500 2630 2430 1150 4810 1240 1160 7200 2420 4800 3730 3850 2420 7200
2430

280 · CONTRACTOR SHALL CHECK

C1 C1 C1 C1 C1 C1 C1 C1
C3 C3
450

450

ALL DIMENSIONS AND REPORT

900

1170

ANY DISCRIPENCY BEFORE

450
450

720
2450

COMMENCING THE WORK.

1900

2450

3950
450 450 450 450 450
450 450 450 450 450 450
7200 3500 10790 3500 7200 · PLINTH LEVEL TO BE

4700
1980

1980
2300

2300

6300 2600 450 2960 3110 450450 2020 450450 2600 1045 3700 515 1050

CONFIRMED FROM THE

900
360

ARCHITECT BEFORE CASTING.

1050

1050

C1 C1 C1 C1
450 780
1230

· ALL LEVELS TO BE DECIDED

1750

1750
C3 C3 C3
1390

C3 C3 C3 C3 C3
1050

1050

ON SITE BEFORE STARTING

1170

450

PLINTH BEAM 230MM X 230MM

870

600 870
THE WORK.
720

450 280 280

2960
600

450 3170 2400 890 450 950 1220 930 450 910 1430 3180 450 700
7220 3730 6280
600

450 450 450

1200

C1 C1 C1 C1 C1 C1 C1
C1
2400

2400
1200

1370 1430 1170 1280 1520

C5 C5 C5 C5
3000

3010

TIE BEAM 600MM X 460MM

DATE: SCALE:
1550 4595 4785 2400 2800 1170 2800 1400 4785 4555 1950 710
15- 03-2021 1:100
335

REMARKS:

EXCAVATION PLAN PLINTH BEAM PLAN

SUBMITTED BY:

KRITIKA MAHAJAN
2017ARA0014
RIDDHI AGGARWAL
2017ARA0026
B.ARCH SEMESTER VIII
DEPT.OF
ARCHITECTURE