MMRC HEADQUARTERS AT SIDDHIVINAYAK METRO JUNCTION SEMESTER 6 WORKING DRAWING PORTFOLIO VRUSHALI KULKARNI ROLL NO-28 SEAT NO-3756
LAMP POST GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
27
05
0
16000
CENTER OF ROAD LEVEL LEVEL=0.0M
PLOT BOUNDARY
8800
38960 51° 17200
N
N=(-)3000 E=38840
N=(-)3000 E=17200
3210
ORIGIN N=0 E=0
21000
17500
P
Q
5600
LIFT PIT -1.5M
U
LIFT PIT -1.5M
0 2200
UGT -3.2M
N=(-)8600 E=14200 3000
0
9 271
0
00
0
67
19
24
0
UGT -3.2M
FORMATION LEVEL=0.15M
30 00 0
21400
90
0
29
19
67
6000
0
00 30
REVISION TABLE DATE
T
3000 N=(-)14600 E=14200
REVISION DESCRIPTION
PLINTH LEVEL=+0.6M
9800
21100
LIFT PIT -1.5M
R
S N=(-)24360 E=17200
N=(-)24360 E=38840
SHEET TITLE LINEOUT DRAWING SHEET NO.
001 VRUSHALI V KULKARNI T.Y B.ARCH
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
3756
11800
16600
17700
SW1
C6,C1,C15
SW2,SW3
SW4
C3,C7
C9,C11
SW5,SW7
C2,C4,C8,C10,C16,LW6 21400
C
D E
F
G H
J
K
300
27
05
0
14400
10760
CC1,C5,C12,C14
B
9300
00
A
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
16000
CENTER OF ROAD LEVEL LEVEL=0.0M
20300
LAMP POST
PLOT BOUNDARY
21400
51° 300
17200
N=(-)3000 E=17200
3210
ORIGIN N=0 E=0
11
30900
SW3,SW4
10
30080
28220
9
SW1
N=(-)3300 E=17500
150 C1-600 x 600
N=(-)3150 E=29000
2680
2150
1115
N=(-)4210 E=31700 SW2 2600 x 300
N=(-)4210 E=29000
2590
Q C2-600 x 600 150
SW4 300 x 2500
11 10 9
N=(-)6950 E=38650
SW3 300 x 2500 N=(-)6950 E=33900
N=(-)8600 E=14200
N=(-)3000 E=38800
N=(-)3300 E=38500
2300MM x 1850MM
2200MM x 1850MM
N
1070
N=(-)4210 E=26500 SW1 300 x 3700
8
C3,C4
P
1450 1000
150
C1,SW2,C2
1860 790 1000
31870
9000
8
C3 -300 x 300
C4 -300 x 300
6790
U
ENTRY N=(-)13900 E=17500
7
C5,C6,C7,C8
3145
C5 -600 x 600
C6-600 x 600
DATE
N=(-)14600 E=14200
C9-300 x 300
C11,SW5
5
12200
SW6
4
11000
3
SW7,C12,C13
C10 -300 x 300
N=(-)24180 E=28000 C12 -600 x 600
5 SW6 300 x 2800
N=(-)24290 1850MM x 2200MM E=37600 150 C13-600 x 600
SW7 2500 x 300
S
6
SW5 2500 x 300
C11-300 x 300 N=(-)24180 E=17500
REVISION DESCRIPTION
N=(-)23100 E=38650
N=(-)21785 E=37600 N=(-)21785 E=35000
1050 1310
13530
REVISION TABLE
C8 -600 x 600
N=(-)17050 E=38650
N=(-)17050 E=35000
6
C9,C10
7
C7 -300 x 300
T
4725
18350
N=(-)13900 E=38500
N=(-)14050 E=33900 150
21300
N=(-)13900 E=28000
4 3
R N=(-)24400 E=38800
N=(-)24400 E=17200
SHEET TITLE
10500
21100
CENTERLINE DRAWING SHEET NO.
300
2
C14,C15,C16 00
1
N=(-)35200 E=17500
N=(-)35200 E=28000
300
C15 -600 x 600
C14 -600 x 600
002
2
N=(-)38500 E=28000 C16 -600 x 600
1
VRUSHALI V KULKARNI T.Y B.ARCH
SEM-6
ACADEMY OF ARCHITECTURE
A
B
C
D E
F
G H
J
K
13/05/21
ROLL NO.
SCALE-1:100
3756
LAMP POST
0
8800
05
16000
27
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
51° 17200
N
38960
3210
ORIGIN N=0 E=0
17500
N=(-)3000 E=17200
N=(-)3000 E=38840
21000
P
Q LIFT PIT -1.5M
LIFT PIT -1.5M
15
31
5
11150
UGT -3.2M
15 73
24 31 0
5
BASEMENT LEVEL=-4.2M
N=(-)14150 E=38840
UGT -3.2M
V 0 31 30
U N=(-)14150 E=28340
REVISION TABLE
10500
DATE
REVISION DESCRIPTION
0 01 24
10150
0 90 29
21300
21100
11100
S
N=(-)24360 E=17200
T N=(-)24360 E=28300
SHEET TITLE BASEMENT LINEOUT DRAWING SHEET NO.
003 VRUSHALI V KULKARNI T.Y B.ARCH
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
300
2410
SW4
C3,C7
C9,C11
G
H J
K
L M
1920
455
1460
9300 2765
1460
1040
2680
2150
C2,C4,C8,C10,C16,SW6 21420
21420
SW2,SW3
20300
16340
C6,C13,C14
F
SW5,SW7
11800
SW1
E
14490
10770
TW4
D
6540
5080
C
TW3,TW10
B
TW2,TW5,TW6,TW9 3160
2700 TW11,TW12
C1,TW1,C5,TW7,TW8,C12,C14 300
00
A
N
1115
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
P
3665
ORIGIN ORIGIN N=0 N=0 E=0 E=0 N=(-)3000 E=17200
12
30105 TW1,TW2,TW3,TW4,SW1
28240
C3,C4
27535
TW6
11 10 9
N=(-)3300 E=38500
SW2 (2600 x 300)
Q
N=(-)4210 E=29000
N=(-)4210 E=26500
N=(-)4210 E=31700
12
C2 (600 x 600)
SW3 SW1
N
13
SW4
(300 x 2500)
(300 x 3700)
(300 x 2500)
11
370
30895
SW3,SW4
P
N=(-)3210 E=20800
TW5
N=(-)3000 E=38840
(300 x 6000)
790 1075
13
1865
C1,C2
N=(-)3300 E=17500
TW1 (300 x 4000)
N=(-)4580 E=17350
TW2
TW3
TW4
(300 x 3700)
(300 x 3700)
(300 x 3700)
N=(-)4580 E=20350
N=(-)4580 E=22560
N=(-)6950 E=38650
N=(-)6950 E=33600
N=(-)4580 E=23720
10 9
C4 (300 x 300)
705
31970
N=(-)3150 E=29000
C3 (300 x 300) TW6
N=(-)7650 E=20800
4015
(300 x6000)
7
21265 20205 19330
C5,TW9,TW10,C6,C7,C8
6 5
TW8
4
TW12
8
N=(-)13920 E=22520
N=(-)13920 E=20550
TW7 (300 x 3900)
N=(-)13900 E=17500
TW9 (150 x 3700)
C5 (600 x 600)
N=(-)14050 E=33600
N=(-)13900 E=28000
TW10
C6 (600 x 600)
(300 x 3700)
21300
22485
TW7
TW11 (300 x 5400)
N=(-)12650 E=17350
N=(-)13900 E=38500
C7 (300 x 300)
C8 (600x600)
150
8
N=(-)11680 E=19900
875 1060 1220 1035
23520
TW11
N=(-)15050 E=17350
TW8
U N=(-)14150
N=(-)15850 E=19900
(300 x 3900)
E=28340
7 6 5
N=(-)17050 E=38650
N=(-)17050 E=35000
4 REVISION TABLE
C9 (300 x 300) C10 (300 x 300)
DATE
8215
N=(-)21785 E=37600 N=(-)21785 E=35000
REVISION DESCRIPTION
N=(-)23100 E=38650 SW5 (2500 x 300)
C11 (300 x 300)
SW6 (300 x 2800)
N=(-)24180 E=17500
11110
N=(-)24180 E=28000
C12 (600 x 600)
3
C12,C13
SW7
3
(2500 x 300)
T N=(-)24360 E=28300
N=(-)24360 E=17200
N=(-)24400 E=38800
10810
S
N=(-)24290 E=37600
C13 (600 x 600)
SHEET TITLE
300
2
C14,C15,C16 00
N=(-)35200 E=17500
N=(-)35200 E=28000
1
C14
C15
-600 x 600
2
N=(-)38500 E=28000 C16
-600 x 600
-600 x 600
1
BASEMENT CENTERLINE DRAWING SHEET NO.
004 VRUSHALI V KULKARNI
A
B
C
D
E
F
G
H J
K
L
M
N P
T.Y B.ARCH
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
300
2410
SW4
C3,C7
C9,C11
G
H J
K
L M
1920
455
9300
1460
2765
1460
1040
2680
2150
C2,C4,C8,C10,C16,SW6 21420
21420
SW2,SW3
20300
16340
C6,C13,C14
F
SW5,SW7
11800
SW1
E
14490
10770
TW4
D
6540
5080
C
TW3,TW10
B
TW2,TW5,TW6,TW9 3160
2700 TW11,TW12
C1,TW1,C5,TW7,TW8,C12,C14 300
00
A
N
1115
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
P
3665
OVERALL FINISHED
B
21570
SSL=-3.6M
SSL=-3.6M
1800
KONE MRL LIFT 2200MM x1800MM
SUMP
20 21
22
1210
445
12
11
700
FIRE SHAFT 0.75M x 1.2M
D2 D2 31
30 29
28
02
03
04
05
06
07
08
09 10
11
950
C3 (300 x 300) 920
HIGH LOW VOLTAGE VOLTAGE SHAFT SHAFT
1590
8050
3960
D8
3685
4
TW12
21300
1840
975
3430
FLUSHING TANK 15 cu.m 3960
STP TANK 2.5M x 5M C5 (600 x 600)
ELECTRICAL ROOM 6.8M x 2.5M
SUMP
FFL=-4.235M SSL=-4.2M 4765
SSL=-3.6M
C6 (600 x 600)
5000
C8 (600x600)
5425
5
TW8
FFL=-4.165M SSL=-4.2M
SSL=-7.6M
C7 (300 x 300) 10500
1820 1420
3000
BOILER ROOM 5M x 3.3M
300MM THICK WALL
6
230MM THICK WALL
5
150MM THICK WALL
4 REVISION TABLE
C9 (300 x 300)
FFL=-4.235M SSL=-4.2M
2900
7
C10 (300 x 300) 9500
19330
6
A-301
8
1160
20205
C5,TW9,TW10,C6,C7,C8
BASEMENT
01
1520
21265
7
875 1060 1220 1035
22485
MONKEY LADDER (900MM WIDE)
21300
4015
3885 2145
10660
TW7
D4
2100
4280
D8
FFL=-4.235M SSL=-4.2M
8
SSL=-3.9M
D4
SSL=-4.2M 975
950
SSL=-3.9M
UP
5350
TW11
10 9
C4 (300 x 300)
27 26
4280
6210
23520
11
3070
4730
445 300
1475
PUMP ROOM 6.3M x 2.M
12
C2 (600 x 600)
STAIRCASE 13
1310
445
D3
SUMP
25
(300 x 2500)
01
MONKEY LADDER (900MM WIDE)
24
23
UP
2200MM x1800MM
SURVEILLANCE ROOM 4.5M x 3M FFL=-4.235M SSL=-4.2M
19
18
SW4
(300 x 3700)
RWH TANK 12 cu.m
17
1825
KONE MRL LIFT
SW1
15 16
13
11150
SSL=-3.6M
4200
4170
4170
4170
DOMESTIC TANK 18 cu.m
FIRE TANK 50 cu.m
14
2330
SW3 (300 x 2500)
1150
TW6
2450
2500
3780
27535
10 9
C3,C4
830
1230
2580
28240
11
1290
1690
1215
30105 TW1,TW2,TW3,TW4,SW1
2250 2450
950
12
C1 (600 x 600) 300
3070
30895
SW3,SW4
SW2 (2600 x 300)
790 1075
13
1865
C1,C2
705
31970
DATE
8215
5120
AC PLANT ROOM 5M x 5M
REVISION DESCRIPTION
10150
D8
D3
795
FFL=-4.235M SSL=-4.2M
2760
1565
4650
SW5 (2500 x 300)
D3
D3
C11
2615
(300 x 300)
FAN ROOM 2.5M x 2.5M FFL=-4.235M SSL=-4.2M
EXHAUST ROOM 2.5M x 2.5M
SW6 (300 x 2800)
FFL=-4.235M SSL=-4.2M
C12 (600 x 600)
11110
3
C12,C13
4620
2260
2540
SW7
C13 (600 x 600)
3
(2500 x 300)
10810
21570
SHEET TITLE BASEMENT PLAN 300
2
C14,C15,C16 00
2
1
C14
C15
C16
(600 x 600)
(600 x 600)
(600 x 600)
1
SHEET NO.
A-106 VRUSHALI V KULKARNI
A
B
C
D
E
F
G
H J
K
L
M
N P A-302 02
T.Y B.ARCH
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
A
B
D E
C
G H
F
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
K
J
300 1000
2680
1115
2150
2590
1070
21645 21620
KONE MRL LIFT 2200MM x1800MM
14 15
16
17
10
370
6280
SW4 4730
SW1 445 300
LIFT LOBBY 1.5M x 1.5M
2580
D3
1210
445
2500
FIRE SHAFT 0.75M x 1.2M
700
UP D2 05 04
06
4280
850
2255
9
W1
D3
3230
03 02
950
950
H.V. SHAFT D4
L.V SHAFT D4
1025 1050
975
4500
8
C4 (300 x 300)
01
C3 (300 x 300)
1050
1310
2055
9160
STAIRCASE
(300 x 3700)
1330 600
4050 5840
AHU ROOM 3M x 3M
3900
1305
12 13
(300 x 2500)
SSF 003 SPIDER FITTING
1305
10 11
C2 (600 x 600)
2200MM x1800MM
445
8
09
300 300
1825
KONE MRL LIFT
3030
08
2330
3070
FROSTED GLASS PANEL (1400MM x 1200MM)
11
650
SW3 (300 x 2500)
5930
3070
700
5280
07
D4
900
650
C1 (600 x 600)
645
1305
950
1880
3520
1000
15690
1860
9
ACP PANEL (25 MM THICKNESS)
790
10
(2600 x 300)
1800
11
SW2
W7 5900
OVERALL FINISHED
1450
OVERALL UN-FINISHED
9000
6675
530 700 400
7520
700
D5
825
W3
21370
1620
4875
FFL=+0.635M SSL=+0.6M 5270
CERAMIC TILE (600 x 600)
20
02
19
03
18
04
C10 (300 x 300)
05
16
06
15
07
14
08
13
09
12
10
DATE
1440
3535
1200
16630
SW5
150
1000
W6
1440
1520 150
(2500 x 300)
5
150
1800
1190 2175
C12 (600 x 600)
1310
19120
KONE MRL LIFT
1470
1470
1470
1470
1470
1470
1470
1470
1470
3
(2500 x 300)
300
1470
1470
4
SW7
445
1200
1470
8000
SW6 (300 x 2800)
2200MM x1800MM
C13 (600 x 600) 9820
2150
445
LIFT LOBBY 1.5M x 1.5M
2850
(300 x 300) 1025 300 2515
1200
1310
C11
1050
REVISION DESCRIPTION
11
STAIRCASE 3385
3
REVISION TABLE
235
9545
1200
01
17
1200
4725
21
150MM THICK WALL
6
350
C9 (300 x 300)
1500
4
230MM THICK WALL
3560
1200
UP
2975
1200
GROUND 21M FLOOR PLAN x 21M
17605
5
300MM THICK WALL
1250
3585
1250
975
D3
1290
W5
UP
7
330
16490
6
21420
115 500 450
330
D3
W4
600
5395
10500
1600
795 950
C5 (600 x 600) RAMP
C8 (600x600)
1450 FFL=+0.615M 775
1500
795
500
MALE TOILET 4.6M x 1.9M
1125
500
C7 (300 x 300) FFL=+0.625M SSL=+0.4M
3145
500
W2
1625
4650
680
21420
21420
C6 (600 x 600)
700
FFL=+0.615M 145
D5
3050
25
STAINLESS STEEL RAILING
W2
FFL=+0.615M
01 D1
145
700
FFL=+0.625M SSL=+0.4M
705
500
795
D5
305
2170
5180
4000
1450
A-301
7
700
975
2320
FEMALE TOILET 4.6M x 1.9M
D3
UP
FFL=+0.625M SSL=+0.4M 2470
3675
1200
225
W2
D1
6000
ENTRY
TOILET 2.4M x 1.5M
775
FFL=+0.64M SSL=+0.6M
D3
975
5470
6790
8050
3700
D6
2650
675
1305
2000
1470
5530
750
2100 3000
1470
2500
21620 21645
10500
UP
UP
2200MM x1800MM
BUILDING LINE ABOVE
2
2
1
1
300
SHEET TITLE GROUND FLOOR PLAN SHEET NO.
A-101 VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G
H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
A
B
D E
C
G H
F
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
K
J
300 1000
2680
2150
1115
1070
2590
21645 21620
5280
D4
SW3
17 18
19 20
21
22
KONE MRL LIFT 2200MM x1800MM
6280
SW4
700
UP D2 11
10 09
4280
850
2255
D3
3230
07
08
06
05 04
03 02
950
950
1460
975
H.V. SHAFT D4
L.V SHAFT D4
3375
750
6675
W3
D3
3560
01
20
02
19
03
18
04
5270
9545
06
15
07
14
08
13
09
12
10
705
REVISION TABLE
7520
32175
DATE
REVISION DESCRIPTION
235
1460
05
16
3560
17
17605
C10 (300 x 300)
2975
1460
21
150MM THICK WALL
6
300
C9 (300 x 300)
1460
150
3535 3385
1460
16605
SW5
150
1000
W6
1440
1520
11
STAIRCASE
1440
32175
32175 4725
W5 UP
FFL=+3.935M SSL=+3.9M
(2500 x 300)
5
C11 1310
(300 x 300) 1025 300 2515
150
1800
1190 2150
19120
C12 (600 x 600)
KONE MRL LIFT
SW6
4
(300 x 2800)
2200MM x1800MM
C13 (600 x 600)
SW7
445 9820
2150
LIFT LOBBY 1.5M x 1.5M
1310
1460
445
1050
230MM THICK WALL
1250
1315
975
FIRST FLOOR PLAN 21M x 32M
3
300MM THICK WALL
330
16490
CERAMIC TILE (600 x 600)
4
700
1620
4875
5
32125
450
330 795
D5
825
7
600
2200
C8 (600x600)
1450 FFL=+3.15M
1250
1460
D3
1125
5695
530 400 500
975
800
C5 (600 x 600)
W4
115
1460 1460
MALE TOILET 4.6M x 1.9M
FFL=+3.925M SSL=+3.7M 10500
W2
1625
4650
C7 (300 x 300)
700
700
795 305
795
D5
3025
C6 (600 x 600)
115
FFL=+3.915M 145
01 A-301
W2
D5
700
3730
2170
5180
FFL=+3.925M SSL=+3.7M
1450 145 FFL=+3.915M
775
5470 1460
2320
FEMALE TOILET 4.6M x 1.9M
700
FFL=+3.925M 3700SSL=+3.7M 2470
225
W2
275
D3 1200
1470
500
675 975
8050
1460
6790
TOILET 2.4M x 1.5M
975
D3
D6
2650
2000
3145
1330
2100
5530
6
8
C4 (300 x 300)
01
C3 (300 x 300)
1050
FIRE SHAFT 0.75M x 1.2M
600
LIFT LOBBY 1.5M x 1.5M
2580
1460
D3
1210
445
1600
3900
9875
445 300
2500
9
W1
775
1310
2055
9160
STAIRCASE
(300 x 3700)
3070
SW1
3070
4730
AHU ROOM 3M x 3M
SSF 003 SPIDER FITTING
7
10
370
(300 x 2500) 3520
4050
1460
15 16
C2 (600 x 600)
2200MM x1800MM
445
8
14
300 300
1825
KONE MRL LIFT
3030
13
2330
(300 x 2500)
5930
FROSTED GLASS PANEL (1400MM x 1200MM)
11
650
C1 (600 x 600)
650
12
1050
650
950
1880 900
1000
15690
1860
9
ACP PANEL (25 MM THICKNESS)
790
10
(2600 x 300)
1800
11
SW2
W7 5900
OVERALL FINISHED
1450
OVERALL UN-FINISHED
9000
3
(2500 x 300)
1460
8000
1460
1460
2220
10080
1460
1460
1460
13605
10500
1460
21315
2
1
650
1460
2 300
C14
1440
1440
1440
1440
1440
1440
(600 x 600)
1440
C15
1440
1440
1440
1440
1440
1440
(600 x 600)
1440
C16
1
SHEET TITLE FIRST FLOOR PLAN
(600 x 600)
SHEET NO.
21645 21645
A-102 VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G
H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
D E
C
300
9000
G H
F
1450 1000
2150
2680
K
J
1115
2590
1075
21645 21620
C1 (600 x 600) 5280
12
D4
SW3
19 20
21
22
6280
10
370
SW4
SW1
STAIRCASE
(300 x 3700) 445
LIFT LOBBY 1.5M x 1.5M
2580
2055
D3
1210
FIRE SHAFT 0.75M x 1.2M
700
UP D2 11
10 09
4280
850
2255
D3
3230
07
08
06
05 04
03 02
950
950
975
H.V. SHAFT D4
L.V SHAFT D4
3375
8
C4 (300 x 300)
01
C3 (300 x 300)
1050
445 300
2500
9
W1
1330 600
3900
1310
3070
4730
AHU ROOM 3M x 3M
SSF 003 SPIDER FITTING
9160
17 18
(300 x 2500) 3520
4050
2200MM x1800MM
2200MM x1800MM
445
8
15 16
C2 (600 x 600)
KONE MRL LIFT
KONE MRL LIFT
3030
14
300 300
1825
3070
FROSTED GLASS PANEL (1400MM x 1200MM)
13
2330
(300 x 2500)
5930
1050
650
11
650
950
1880 900
650
15690
9875
9
ACP PANEL (25 MM THICKNESS)
1860 790 1000
10
(2600 x 300)
1800
11
SW2
W7 5900
OVERALL FINISHED
B
OVERALL UN-FINISHED
A
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
750
2100
6675
500
675 1555
275
305
115
1450 FFL=+7.215M 145
795
D5
W2
500
975
330
MALE TOILET 4.6M x 1.9M
1620
D3
3585
4875
150MM THICK WALL
DOWN C9 (300 x 300) 01
20
02
19
03
18
04
17 5270
17605 CERAMIC TILE (600 x 600)
05
16
06
15
07
14
08
13
09
12
10
REVISION TABLE DATE
REVISION DESCRIPTION
235
9545
6
C10 (300 x 300)
3560
FFL=+7.235M SSL=+7.2M
21
2975
24420
24420
1250
975
1290
W5
4725
230MM THICK WALL
330
16490
SECOND 21M FLOOR PLAN x 26M
6
300MM THICK WALL
W3 D5
825
7
C8 (600x600)
1450 FFL=+7.215M
1250
3145
FFL=+7.225M SSL=+7.2M 2500
D3
1125
5365
10500
795
C5 (600 x 600)
450
C7 (300 x 300)
C6 (600 x 600)
W4
540
4650
680
7
115
1625
24370
01 A-301
145
W2
D5
7520
2170
FFL=+7.225M SSL=+7.0M
1450 FFL=+7.215M
795
FEMALE TOILET 4.6M x 1.9M
24420
2320
5180
W2
FFL=+7.225M SSL=+7.0M 2470
3675
1200
600
975
8050 5470
6790
TOILET 2.4M x 1.5M
D3
975
D3
D6
2650
2000
1470
5530
1440
150
3535 3385
16630
150
5
1800
1190 2150
19125
C12 (600 x 600)
KONE MRL LIFT
1310
LIFT LOBBY 1.5M x 1.5M
SW6
4
(300 x 2800)
2200MM x1800MM
C13 (600 x 600)
SW7
445 9820
2150
445
(2500 x 300)
3
8000
3000
5850
2220
3000
5450
D7 19135
1365
FFL=+7.225M SSL=+6.9M 7405 7405
3
(300 x 300) 1025 300 2515
7705
4
(2500 x 300)
C11
1185 1310
5
SW5
150
1000
W6
1440
1520
11
STAIRCASE
SHEET TITLE 21045
SECOND FLOOR PLAN SHEET NO.
21650 21650
A-103 VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
D E
C
300
9000
G H
F
1450 1000
2150
2680
K
J
1115
2590
1075
21645 21620
950
1880
C1 (600 x 600) 5280
12
D4
SW3
1420
17 18
19 20
21
22
6280
10
370
SW4
3900
9875
445 300
LIFT LOBBY 1.5M x 1.5M
2580
2055
D3
1420
445
2500
1210
700
FIRE SHAFT 0.75M x 1.2M
4280
UP D2 11
10 09
850
2255
9
W1
D3
3230
07
08
05 04
06
03 02
950
950
975
H.V. SHAFT D4 720
L.V SHAFT D4
3375
8
C4 (300 x 300)
01
C3 (300 x 300)
600
1310
445
9160
STAIRCASE
3070
SW1 (300 x 3700)
2240
AHU ROOM 3M x 3M
4730
(300 x 2500) 3520
4050
2200MM x1800MM
2200MM x1800MM
SSF 003 SPIDER FITTING
8
15 16
C2 (600 x 600)
KONE MRL LIFT
KONE MRL LIFT
3030
14
300 300
1825
3070
FROSTED GLASS PANEL (1400MM x 1200MM)
13
2330
(300 x 2500)
5930
1050
650
11
650
15690
900
650
620
ACP PANEL (25 MM THICKNESS)
1420
9
1860 790 1000
10
(2600 x 300)
1800
11
SW2
W7 5900
OVERALL FINISHED
B
OVERALL UN-FINISHED
A
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
750 500
D3
530
3585
20
02
19
03
18
04
07
14
08 09
12
10
1520
235
13
3535 3385
7520
W6
150
5
1800
1190 2175
C13 (600 x 600) D7 9820
1470
1470
1500
1500
1470
1470
2150
1310
SW6 (300 x 2800)
2200MM x1800MM
1470
4
SW7 (2500 x 300)
3
300
8000
1470
KONE MRL LIFT
445
C12 (600 x 600)
2475
1090
445
LIFT LOBBY 1.5M x 1.5M
2850
1185 1310
1420
(2500 x 300)
(300 x 300) 1025 300 2515
REVISION DESCRIPTION
SW5
150
C11
1470
21420
21370 600
DATE
11
1440
STAIRCASE
REVISION TABLE
3560
06
15
1440
5270
1420
C10 (300 x 300)
05
16
150
6
01
17
CERAMIC TILE (600 x 600)
1420
150MM THICK WALL
350
1420
C9 (300 x 300)
21
3050
1420
W5
1000
3
230MM THICK WALL
DOWN
16630
4
300MM THICK WALL
775
W3 1620
4875
FFL=+10.535M SSL=+10.5M
5
700
115
D5
FFL=+10.515M
7
1250
975
1290
THIRD FLOOR PLAN 21M x 21M
6
W4
330
16490
4725
500
825
1250
3145
D3
775
1125
1420
10500
C8 (600x600)
1450
795
FFL=+10.525M SSL=+10.3M
C5 (600 x 600)
450
MALE TOILET 4.6M x 1.9M 330
975
680
4650
C7 (300 x 300)
400
115
W2
1625
1600
795
D5
1420 540
21420
C6 (600 x 600)
700
W2
FFL=+10.515M 145
3025
7
705
1470
D5
01 A-301
SPOT LEVEL=0.0M
145
FFL=+10.515M
305
FFL=+10.525M SSL=+10.3M
795
1450
FEMALE TOILET 4.6M x 1.9M
5180
700
275
2320
1420
W2
FFL=+10.525M SSL=+10.3M 2470
3675
1200
225
700
975
5470
6790
1420
8050
675
1330
TOILET 2.4M x 1.5M
D3
975
D3
D6
2650
2000
700
1420
2100
6650
5530
1470
FFL=+10.525M SSL=+10.2M
SHEET TITLE THIRD FLOOR PLAN SHEET NO.
A-104 VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
A
B
D E
C
300
9000
1450 1000
K
J
1115
1075
2590
SW2
11 650
(2600 x 300)
1860 790 1000
22 8835
21
20
19 18
17 16
15 14
13
12
10
C2 (600 x 600)
2330
SLOPE 0.5%
1800
300 300
KONE MRL LIFT
KONE MRL LIFT
2200MM x1800MM
370
6280
SW4
2200MM x1800MM
1310
445
445 300
LIFT LOBBY 1.5M x 1.5M
1000
2580
8
1210
445
2920
FIRE D2 SHAFT 0.75M x 1.2M
4280
FFL=+13.835M SSL=+13.8M
D9
700
3070
STAIRCASE
3070
4730
(300 x 2500)
4700
9
2150
2680
11 10
G H
F
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
FFL=+13.835M SSL=+13.8M
9
W1
DOWN 01
02 03
850
04
05
07 08
06
09 10
8
C4 (300 x 300)
11
C3 (300 x 300)
D9
FFL=+11.335M
1330
975 5530 4015
6790
MONKEY LADDER (900MM WIDE)
FIREFIGHTING TANK 25 cu.m
SLOPE 0.5% FFL=+14.1M SSL=+13.5M
01
5170
DOMESTIC TANK 10 cu.m
A-301
17305
7
7
FLUSHING TANK 7 cu.m
1660
230MM THICK WALL
D9
3490
FFL=+13.835M SSL=+13.8M
350
21
02
20
03
19
04
18
15
08
14
09
13
10
12
1520
STAIRCASE
150
3535 3385
LIFT LOBBY 1.5M x 1.5M
SW6 (300 x 2800)
445
2200MM x1800MM
4
SW7 (2500 x 300)
3
300
2300
2175
KONE MRL LIFT
2150
D9
5
1800
1310
(300 x 300) 1190 2515
445
1185 1310
3
W6
(2500 x 300)
C11
SLOPE 0.5%
REVISION DESCRIPTION
SW5
1000
4
DATE
11
1440
SLOPE 0.5%
REVISION TABLE
3560
16
07
235
4725
17
06
6
C10 (300 x 300)
2975
01
1440
C9 (300 x 300)
05
5
150MM THICK WALL
DOWN
FFL=+13.825M SSL=+13.5M
6
W5
1250
5080 1250
975
3145
TERRACE PLAN 21M x 21M
300MM THICK WALL
SHEET TITLE TERRACE LEVEL PLAN SHEET NO.
A-105 VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
9300
10760
11800
14400
16600
17700
20300
CC1,C5,C12,C14
SW1
C6,C1,C15
SW2,SW3
SW4
C3,C7
C9,C11
SW5,SW7
C2,C4,C8,C10,C16,SW6 21400
B
C
D E
F
G H
J
K
300 00
A
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
300 1450
1000
2680
2150
1115
1070
2590
OVERALL FINISHED
9000
21570
11 1000
10
(300 x 600)
6330
(300 x 2500)
150
SW4
PB4
PB23
PB22
6130
(300 x 330)
PB25
3130
8
C4 (300 x 300) C3 (300 x 300) PB6
(300 x 600)
3960
9
4480
PB5
(300 x 700)
(300 x 330)
PB3 (300 x 600)
(300 x 300)
4005
PB24
3430
(300 x 3700) 1280
PB21
1860
SW1
(300 x 330)
3430
(300 x 2500)
8
C3,C4
28220
SW3
(300 x 700)
11
C2 (600 x 600)
PB2
PB1
8560
3130
9
SW1
30080
C1 (600 x 600)
790
10
SW3,SW4
30900
SW2 (2600 x 300)
(300 x 300)
C1,SW2,C2
31870
2150
(300 x 450)
2150
2065
1770
21380
PB9 (300 x 600)
(300 x 650)
4480
3055
01 A-301
PB30
1715
(300 x 700)
PB28
PB8 (300 x 600)
6060
21300
PB7 (300 x 600)
6795
PB27
6520
(300 x 700)
(300 x 700)
6790
PB26
4455
PB29
3165(300 x 310)
(300 x 700)
PB20
2330 3790
21300
7
C5,C6,C7,C8
C5 (600 x 600)
PB10 4520
5420
C6 (600 x 600)
3810
5745
C7 (300 x 300)
C8 (600x600)
PB11
5050
(300 x 700)
7
PB12
4180
(300 x 700)
(300 x 700)
(300 x 300)
1570
6
(300 x 700)
PB34
PB14
3365
(300 x 330)
PB38
DATE
REVISION DESCRIPTION
4425
(300 x 450)
(300 x 450)
PB37
9930
REVISION TABLE (300 x 450)
PB33
4725
PB15
(300 x 700)
7035
PB32
4820
(300 x 700)
PB31
4550
6
C9,C10
(300 x 450)
(300 x 300)
4550
PB35
PB13
(300 x 700)
18350
PB36
3145
5420
5350
PB16 PB17
(300 x 450)
11000
5
PB40
(300 x 300)
PB39
1310
SW6 (300 x 2800)
C12 (600 x 600)
4
SW7
C13 (600 x 600)
4525
3
SW7,C12,C13
(300 x 300)
4
SW6
(2500 x 300)
1215
2595
12200
5
C11,SW5
1050
13530
SW5
(300 x 300)
4780
815
2160
PB18
3
(2500 x 300)
150
PB19
(300 x 700)
(300 x 700)
10500
21570
300
C14,C15,C16 00
2
2
1
1
300
C14
C15
C16
(600 x 600)
(600 x 600)
(600 x 600)
SHEET TITLE PLINTH BEAM PLAN SHEET NO.
A-106S VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
9300
10760
11800
14400
16600
17700
20300
CC1,C5,C12,C14
SW1
C6,C1,C15
SW2,SW3
SW4
C3,C7
C9,C11
SW5,SW7
C2,C4,C8,C10,C16,SW6 21400
B
C
D E
F
G H
J
K
300 00
A
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
300 1450
1000
2680
2150
1115
2590
1070
OVERALL UN-FINISHED
9000
21620
(300 x 2500)
705
B3
B10 (300 x 450)
13
6790
0
50
0
80
0
2400
10 80
4170
16
10
B37
2010
16
950
950
75
19
60
10
50 750 0
13 70
80
13
1950
72
0
FFL=+3.925M SSL=+3.7M 4480
1430
1430
13 1330
85
1100
4180
C8 (600x600)
(300 x 450)
(300 x 300)
FFL=+3.925M SSL=+3.7M
3145
5570
B15 (300 x 470)
815
3365
B40
(300 x 300)
1300
B41
(600 x 600) 9870
C7
300
4480
B16
1355
18
04
17
05
16
06
15
07
14
08
10
6 REVISION TABLE DATE
REVISION DESCRIPTION
3365
B20
C11
SW5
(300 x 300)
(2500 x 300)
815
1310
B21
5
1215
2800
2200
B44
(300 x 300)
2200
(300 x 300)
SW6 SW7
3
(2500 x 300)
C13
C12
(600 x 600)
(600 x 600)
B22
B23
9870
8050
(300 x 700)
10130
B46
(300 x 700)
B45
(300 x 700) 10155
B44
(300 x 700)
10500
10130
(300 x 700)
4
(300 x 2800)
2330
3
SW7,C12,C13
09
12
4700
10045 9620
11000
4
SW6
13
11
1050
12200
1270
03
B43
19
C10 (300 x 300)
4700
02
(300 x 300) 815
B42
20
(300 x 500)
01
B18
(300 x 300)
5
(300 x 330) 21
4700
B39
(300 x 700)
B39
(300 x 700)
B38
(300 x 700)
4725
FFL=+3.935M SSL=+3.9M
B17
(300 x 470)
B19
6
7
VOID
(300 x 470)
C9 (300 x 300)
(300 x 600)
(300 x 450)
(600 x 600)
B14
(300 x 500)
C6
1125
B13
C5
C11,SW5
32070
72
15
630
0
63 5
32070
1070
18
5870
10
4350
16
10
845
1570
1570
1350
10
950
16
850
4170
2430
2430
13530
(300 x 310)
B12 (300 x 300)
1070 14
15
C9,C10
1920
B36
B11 (300 x 470)
2430
01
18350
(300 x 600)
925
B35
(300 x 300)
B8 (300 x 300)
2550
73
VOID
(300 x 600)
73
0 63
13
70
700
830
1100
1330
8
1800
2050
B9
2125
(300 x 600)
B33
2050
5570
B34
B7 (300 x 300)
(300 x 700)
B6
(300 x 450)
B32
3130
B31
(300 x 310)
3430
4780
1850
(300 x 300)
0
9
DOWN
B5
A-301
7
(300 x 300)
B30
1280
B29
VOID
(300 x 700)
50
21300
(300 x 300)
2270
1860
B4 (300 x 300) 4005 3855
750
C5,C6,C7,C8
SW4
SW1
10320
11 10
(600 x 600)
(300 x 2500)
(300 x 300)
(300 x 2500)
8
C3,C4
28220
C2
(300 x 500)
VOID SW3
B28
9
SW1
30080
B2 1655
(300 x 340)
10
B27
SW3,SW4
(300 x 340)
30900
3100
11 1000
C1,SW2,C2
790
31870
300
2
2
C14,C15,C16
9870 9900
00
1
C14 -600 x 600
300
B25
C15 -600 x 600
B24 (300 x 700)
C16 -600 x 600
(300 x 700)
1
SHEET TITLE GROUND FLOOR BEAM LAYOUT SHEET NO.
21620
A-101S VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
9300
10760
11800
14400
16600
17700
20300
CC1,C5,C12,C14
SW1
C6,C1,C15
SW2,SW3
SW4
C3,C7
C9,C11
SW5,SW7
C2,C4,C8,C10,C16,SW6 21400
B
C
D E
F
G H
J
K
300 00
A
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
300 1450
1000
2680
2150
1115
2590
1070
OVERALL UN-FINISHED
9000
21620
B2 6280
SW4 (300 x 310)
3130
B29
4480
1850
8
C4 (300 x 300)
1920
B32
200
925
VOID
1800
5570
B33
(300 x 300)
(300 x 300)
B7
C3 (300 x 300)
1540
B31
(300 x 310)
3430
B6 (300 x 600) (300 x 700)
B5 (300 x 700)
1540
DOWN
VOID
3855
10320
(300 x 300)
B28
B27
1280
B4 (300 x 300) 4005
(300 x 300)
2270
SW1 (300 x 2500)
1860
9
(300 x 2500)
(300 x 300)
(300 x 600)
B26
(300 x 340)
(300 x 2500)
B3
11 10
(600 x 600)
SW3
8
C3,C4
28220
C2
(300 x 500)
VOID
B30
1655
B34
5330
(300 x 600)
705
B1 (300 x 600)
B25
9
SW1
30080
C1 (600 x 600)
(300 x 340)
10
3100
SW3,SW4
B24
30900
SW2 (2600 x 300)
(300 x 700)
11 1000
C1,SW2,C2
790
31870
B8
B10 (300 x 300)
1520
6640
B35
B9 (300 x 470)
(300 x 600)
1450 6520
1520 6520
300
6790
1450
(300 x 300)
5870
FFL=+3.925M SSL=+3.7M
01 A-301
1420
1500
1450
200
1450
300
1500
200
1450
1600
1660
1600
4180
(300 x 470)
815
3365
1600
02
C10 (300 x 300)
6
03
4700
B41
(300 x 700)
B38
04
17
05
16
06
15
07
14
08
13
09
12
10 11
4700
2420
18
B42
815
3
(300 x 500)
2450
01
19
9920
2430
B17
3365
B15
(300 x 470)
(300 x 330)
20
(300 x 300)
240
B37
(300 x 700)
9600
2430
B36
(300 x 700)
4725
50 34
1355
21
B16
FFL=+7.235M SSL=+7.2M
B14
7
VOID
(300 x 470)
DOWN C9 (300 x 300)
5 64
B40
FFL=+7.225M SSL=+6.9M
(300 x 600)
(300 x 300)
2100
2110
3145
(300 x 450) 5270
1270
(600 x 600)
B13
4480
REVISION TABLE
(300 x 500)
(300 x 450)
B12
DATE
REVISION DESCRIPTION
4700
(600 x 600)
C6
B39
B11
300
(300 x 300)
C5
C7
6
C9,C10
C8 (600x600)
9870
18350
32070
7
C5,C6,C7,C8
950
21300
32070
1400
1400
4480
3365
B18 140
5
B19
1930 1920
(300 x 300)
2200
B43
C12
2800
1215
(300 x 300)
1310
815
SW6
2120
200
2450
300
200
2610
2450
SW7
2330
2610
3
(2500 x 300)
C13 (600 x 600)
B20
B21
9870
10130
2430
B46
300
B45
10155
(300 x 700)
10130
2430
200
2430 200 2430 300
B44
(300 x 700)
8050
(300 x 700)
(300 x 700)
10500
4
(300 x 2800) 2210
(600 x 600)
3
SW7,C12,C13
(2500 x 300)
(300 x 700)
11000
4
SW6
SW5
(300 x 300)
2200
12200
5
C11,SW5
1050
13530
C11
140
(300 x 300)
2
C14,C15,C16
2120
00
1
200
C14 -600 x 600
300
2430
34
50
2160
300
2160
2430
50 34
2450
9870 300
2450
2210
2 2120
2450
200
(300 x 700)
2450
2030
B23
C15 -600 x 600
B22
9900 300
C16 -600 x 600
(300 x 700)
1
SHEET TITLE FIRST FLOOR BEAM LAYOUT SHEET NO.
21620
A-102S VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
10760
11800
14400
16600
17700
SW1
C6,C1,C15
SW2,SW3
SW4
C3,C7
C9,C11
SW5,SW7
C2,C4,C8,C10,C16,LW6 21400
20300
9300
CC1,C5,C12,C14
B
C
D E
F
G H
J
K
300
9000
1450 1000
2680
2150
1115
2590
1075 OVERALL UN-FINISHED
300 00
A
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
21570
1850
(300 x 2500)
SW4
4005
1920
B34
(300 x 600)
VOID
1800
B32
2125
(300 x 600)
5270
925
B7 (300 x 300)
B33
B6 (300 x 600)
(300 x 300)
8
B5 (300 x 700)
B31
B30
3130
B29
DOWN
VOID
3855
10320
(300 x 310)
(300 x 300)
B27
1280
B4 (300 x 300)
B28
(300 x 2500)
(300 x 300)
SW1 2270
9
(300 x 2500)
(300 x 300)
3430
B26
(300 x 340)
SW3
8
10
(600 x 600)
4180
B3
11
C2
(300 x 500)
VOID
(300 x 310)
705 1655
(300 x 700)
C3,C4
28220
B2
5330
B25
9
B1 (300 x 600)
(300 x 340)
SW1
C1 (600 x 600)
3100
SW3,SW4
10
SW2 (2600 x 300)
B24
30080
11 (300 x 700)
30900
C1,SW2,C2
1860 790 1000
31870
B8
B10 (300 x 300)
FFL=+10.525M SSL=+10.3M
5870
01 A-301
C6
C7
(600 x 600)
(300 x 300)
B39
2150
02
(300 x 300) 815
19
03
18
04
17
05
16
06
15
07
14
08
B41
20
(300 x 500)
01
B16
4700
(300 x 600)
B40
B17 (300 x 330)
13
09
12
10 11
9600
B15
(300 x 470)
4700
9920
B38
B37
(300 x 700)
1355
21
C10
6
(300 x 300)
REVISION TABLE DATE
REVISION DESCRIPTION
3365
B18 640
2735
(300 x 300)
C11
SW5
(300 x 300)
(2500 x 300)
B19
5
1215
C12 (600 x 600) 850
2800
2200
B43
(300 x 300)
2200
1940
840
(300 x 300)
SW6 SW7
2330 2340
2340
C13
2395
2240
655
185
1905
(2500 x 300)
3
(600 x 600)
B21
9870
8050
(300 x 700)
3175
B46 3175
B45
2150
10320
(300 x 300)
B20 (300 x 700)
4
(300 x 2800)
3200 (300 x 300)
3
B14
VOID
(300 x 470)
DOWN C9 (300 x 300)
815
B44
SW7,C12,C13
4
(300 x 300)
1300
16 65 2720
B36
(300 x 700)
FFL=+10.535M SSL=+10.5M
(300 x 300)
11000
SW6
5
3365
2675
4725 12200
C11,SW5
(300 x 470)
815
6
1185 1310
13530
FFL=+10.525M SSL=+10.3M
1270
(300 x 450) 5270
B42
(300 x 450)
B13
(300 x 500)
(600 x 600)
B12
4700
B11
950
C5
300
4480
2450
3145 C9,C10
7
C8 (600x600)
9870
18350
4180
2150
C5,C6,C7,C8
7
(300 x 700) 640
21300
24420
4480
24545
6640
6520
6520
B35
6790
B9 (300 x 470)
(300 x 600)
(300 x 300)
10350
B22
B23
(300 x 700)
(300 x 700)
21570
SHEET TITLE SECOND FLOOR BEAM LAYOUT SHEET NO.
A-103S VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
10760
11800
14400
16600
17700
SW1
C6,C1,C15
SW2,SW3
SW4
C3,C7
C9,C11
SW5,SW7
C2,C4,C8,C10,C16,LW6 21400
20300
9300
CC1,C5,C12,C14
B
C
D E
F
G H
J
K
300 00
A
9000
1450 1000
2680
2150
1115
2590
1075 OVERALL UN-FINISHED
300
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
21570
855
SW4
4780
1920
B32
VOID
(300 x 600)
925
B31
8
1800
2425
B8
200
B30
5570
(300 x 600)
B9
B10
(300 x 470)
(300 x 300)
6640
1475
FFL=+13.825M SSL=+13.6M
5870
200
200
6520
1475
300
B33
1450
(300 x 300)
(300 x 600)
B29
200
1605
B7 (300 x 300)
1450
B6
(300 x 300)
1850
(300 x 600)
1450
(300 x 310)
DOWN
B5 10320
B28
3130
B27
(300 x 310)
(300 x 300)
VOID
(300 x 700)
300 6520
6790 01
B26
B25
1280
2270
B4 (300 x 300) 4005
(300 x 300)
SW1
3855
A-301
9
(300 x 2500)
(300 x 300)
3430
B24
(300 x 340)
(300 x 2500)
B3
11 10
(600 x 600)
SW3
(300 x 2500)
8
C2
(300 x 500)
VOID
1655
(300 x 700)
C3,C4
28220
B2
5330
B23
9
B1 (300 x 600)
(300 x 340)
SW1
C1 (600 x 600)
3100
SW3,SW4
10
SW2 (2600 x 300)
B22
30080
11 (300 x 700)
30900
C1,SW2,C2
1860 790 1000
31870
1450
1450
300
200
1500
1510
1680
4180
(300 x 450)
(600 x 600)
(300 x 450)
(300 x 300)
FFL=+13.825M SSL=+13.6M
3365
B37
(300 x 300)
200
200
1300
815
6
1270
(300 x 300) 815
19
03
18
04
17
05
16
06
15
07
14
08
13
09
12
10
B39
11 4700
C10
6
(300 x 300)
B40
02
REVISION TABLE DATE
REVISION DESCRIPTION
4700
01
20
(300 x 500)
B36
50 34 9620
3
(300 x 330)
B16
9920
2430
300
B35
(300 x 700)
80
B15
(300 x 470)
21
2430
2430 300
FFL=+13.835M SSL=+13.8M
2430
(300 x 700)
B34
SW7,C12,C13
3365
B18 200
200
C11
SW5
(300 x 300)
(2500 x 300)
815
B19
5
1215
C12
2150 2120
200
2450
300
2610
2450
200
8050 2610
SW6 SW7
2630
(2500 x 300)
3
(600 x 600)
B21
B20
4
(300 x 2800)
C13
(600 x 600)
2775
2200
B41
2200 9870
(300 x 300)
2005
(300 x 300) 2005
4
1355
B17
4725 11000
SW6
B14
7
VOID
(300 x 470)
C9 (300 x 300)
1185 1310
12200
5
(300 x 470)
2030
2030
5570
(300 x 300)
C11,SW5
B13
B38
(600 x 600)
B12
(300 x 600)
B11
(300 x 500)
C5
300
4480
C7 950
C6
36
13530
C8 (600x600)
3145 C9,C10
1680
1655
10020
18350
21370
1285 1500
4700
C5,C6,C7,C8
7
1360
(300 x 700)
21300
21370
1435
4480
(300 x 700)
(300 x 700)
21570
SHEET TITLE
SHEET NO.
A-104S VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
10760
11800
14400
16600
17700
SW1
C6,C1,C15
SW2,SW3
SW4
C3,C7
C9,C11
SW5,SW7
C2,C4,C8,C10,C16,LW6 21400
C
D E
F
G H
J
K
300
8
(300 x 310)
B17
B16
B2 (300 x 500)
B13
C3,C4
28220
10 (300 x 310)
9
B1
(300 x 300)
SW1
1075
2590
(300 x 500)
B15
30080
1115
11
B14
SW3,SW4
2150
2680
(300 x 300)
30900
10
1450 1000
(300 x 310)
11
9000
1860 790 1000
C1,SW2,C2
31870
20300
9300
CC1,C5,C12,C14
B
300 00
A
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
9 8
B3
B4
(300 x 500)
(300 x 500)
B5
6790
(300 x 500)
01 A-301
21300
C5,C6,C7,C8
7
7 B6
3145
(300 x 500)
18350
C9,C10
B7 (300 x 500)
6
6 B8
B9
(300 x 300)
(300 x 330)
4725
REVISION TABLE
12200 11000
C11,SW5 SW6 SW7,C12,C13
5 4 3
1185 1310
13530
DATE
B10
B11
(300 x 300)
(300 x 300)
REVISION DESCRIPTION
5 4 3
B12 (300 x 300)
SHEET TITLE TERRACE LEVEL PLAN SHEET NO.
A-105 VRUSHALI V KULKARNI T.Y B.ARCH
A
B
C
D E
F
G H
K
J A-302 02
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
11 10
9
8
7
6
4 3
5
2
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
1 STAIRCASE MUMTY
OHT 6000MM x3000MM x2000MM
STAIRCASE MUMTY +18.335M
LIFT KONE MRL OF SIZE 2200MM x1800MM -17.5M
OHT +16.675M
BRICK WALL OF THICKNESS 150MM
-8.8M
STAIRCASE MUMTY
-17.5M
D9
PARAPET WALL +15.175M
D9
MONKEY LADDER
0.00M
TERRACE FLOOR +13.8M
0.00M
THIRD FLOOR +10.5M
0.00M
TERRACE
COPING
SECOND FLOOR +7.2M
N
0.00M
FIRST FLOOR +3.9M GLASS PANEL (1200MM x 1650MM x25MM FROSTED GLASS CANOPY (6000MM x 3000MM)
D1 -0.15M
RCC COLUMN (600MM x 600MM) AT SPAN OF 10500MM
D1 -0.15M
GLASS DOUBLE DOOR
PLINTH LEVEL +0.635M GROUND LEVEL +0.0M
STAIRCASE
+3.0M +3.3M +3.6M +3.9M
RAMP
01 A-201
A
B
D E
C
G H
F
K
J
ARCHITECTURAL ELEVATION WEST FACING ELEVATION
STAIRCASE MUMTY +18.335M
REVISION TABLE
STAIRCASE MUMTY
REVISION DESCRIPTION
DATE LIFT KONE MRL OF SIZE 2200MM x1800MM
-13.1M
-26.5M
-10.5M STAIRCASE MUMTY
D9
PARAPET WALL +15.175M
D9
TERRACE FLOOR +13.835M
-10.5M ACP PANEL (25MM THICKNESS)
D7
TERRACE
THIRD FLOOR +10.535M PLUMBING SHAFT
-7.7M
D7 UP
01 COPING UP
SECOND FLOOR +7.235M
2200MM x1800MM
02
GLASS PANEL (1200MM x 1650MM x25MM
0.0M
GLASS CANOPY(5000MMx 6000MM)
FIRST FLOOR +3.935M
TENSION ROD
SHEET TITLE
-10.5M SPIDER FITTING
2390
0.0M
FROSTED GLASS CANOPY (6000MM x 5000MM)
0.0M 0.0M
ELEVATION
RCC COLUMN (600MM x 600MM) AT SPAN OF 10500MM
SHEET NO.
PLINTH LEVEL +0.635M GROUND LEVEL +0.0M
A-201 VRUSHALI V KULKARNI T.Y B.ARCH
SEM-6
ACADEMY OF ARCHITECTURE 02 A-201
ARCHITECTURAL ELEVATION NORTH FACING ELEVATION
13/05/21
ROLL NO.
SCALE-1:100
3756
1
2
3
4
8
7
6
5
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
10 11
9
BUND WALL
STAIRCASE MUMTY +18.335M
STAIRCASE MUMTY
PARAPET WALL +15.175M
W4
W4
DOWNTAKE PIPE
W1
W6
TERRACE FLOOR +13.835M
W5 PLUMBING SHAFT
W4
W4
THIRD FLOOR +10.535M
W1
W6
LOUVERED AWNING WINDOW
W5
W4
W4 SECOND FLOOR +7.235M
N
W1
W6
GLASS PANEL (1200MM x 1650MM x25MM
W5 1.30M
0.00M
0.00M
W4
FIRST FLOOR +3.935M
0.00M
W4 W1
W6
SLIDING WINDOW
RCC COLUMN (600MM x 600MM) AT SPAN OF 10500MM
W5
STORM WATER DRAIN
PLINTH LEVEL +0.635M
TRIMIX FLOORING
GROUND LEVEL +0.0M
PCC (150MM THICK)
01 A-202
K
J
H G
F
E D
B
C
ARCHITECTURAL ELEVATION EAST FACING ELEVATION
A REVISION TABLE DATE
STAIRCASE MUMTY +18.335M
REVISION DESCRIPTION
BUND WALL
STAIRCASE MUMTY
PARAPET WALL +15.175M
PARAPET WALL
TERRACE FLOOR +13.835M
W7 02 SLIDING WINDOW UP
01
THIRD FLOOR +10.535M
UP
2200MM x1800MM
PLUMBING SHAFT
W7
DOWNTAKE PIPE (25MM THICK ACP CLADDED)
SECOND FLOOR +7.235M -4.70M
SHEET TITLE
0.00M
0.00M
+0.15M
W7 GLASS PANEL (1200MM x 1650MM x25MM
FIRST FLOOR +3.935M
ELEVATION SHEET NO.
A-202
W7
STORM WATER DRAIN
VRUSHALI V KULKARNI
PLINTH LEVEL +0.635M GROUND LEVEL +0.0M
T.Y B.ARCH TRIMIX FLOORING PCC (150MM THICK)
02 A-202
ARCHITECTURAL ELEVATION SOUTH FACING ELEVATION
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
11
8
7
6
5
4
3
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
2
N
STAIRCASE MUMTY +18.335M B2 (300 x 500)
B7 (300 x 300)
HOISTING
4450
C2 (600 x 600)
C4 (300 x 300)
C10 (300 x 300)
BRICK WALL OF THICKNESS 230MM
6090
3990
6090
OHT +16.675M
TERRACE
BRICK BAT COBA (300MM)
SW5 (2500 x 300)
SW7 (2500 x 300)
FFL=+13.835M SSL=+13.6M
FLUSHING TANK
300
W1 B8 (300 x 300) B9 (300 x 470)
TOILET FFL=+10.515M SSL=+10.3M
STAIRCASE MID LANDING
W2
W2
B13 (300 x 470)
TOILET
COPING
STAIRCASE 11
LIFT
09
W2
W5
08
LIFT KONE MRL OF SIZE 2200MM x1800MM SLIDING WINDOW
07
LOUVRE WINDOW(700MMx1000MM)
06
W3
3090
W2
05 04
FFL=+7.235M SSL=+7.2M
03 02 01
SUNK SLAB (300MM)
B13 (300 x 470)
TOILET
B17 (300 x 330)
B14 (300 x 470)
W6
RCC BEAM (300MM x 600MM)
B23 (300 x 330)
FEMALE TOILET 09
W2
08 07 06
W3
W2
BRICK WALL OF THICKNESS 150MM 2340
2080
W2
W5
2815
11
10
MALE TOILET
LINTEL (150MM x 300MM) WAFFLE SLAB (200MM x 300MM)
STAIRCASE
D4 LOW VOLTAGE SHAFT
GLASS FACADE 25MM THICK
685
D4
FFL=+3.925M SSL=+3.7M
B7 (300 x 300)
B23 (300 x 450)
PLYWOOD PARTITION WALL (25MMTHICK)
MALE TOILET
B9 (300 x 470)
B2 (300 x 500)
W6
FEMALE TOILET
B8 (300 x 300)
STAIRCASE MID LANDING
B17 (300 x 330)
B14 (300 x 470)
D6 W1
PLASTERING(25MM)
10
W2 SECOND FLOOR +7.235M
BRICK BAT COBA
W3
W2
PARAPET WALL (300MM x 900MM)
STAIRCASE MID LANDING B7 (300 x 300)
POLYURETHANE
FFL=+10.535M SSL=+10.5M
FFL=+7.225M SSL=+7.0M
B2 (300 x 500)
IPS FLOORING SCREEDING
W5
B8 (300 x 300) B9 (300 x 470)
HOISTING ROPE
SW6 (300 x 2800)
2780
W1
W6
C4 (300 x 300)
STAIRCASE
D6
THIRD FLOOR +10.535M
B17 (300 x 330)
C8 (600x600)
MALE TOILET
D4
3090
B7 (300 x 300)
FEMALE TOILET
B14 (300 x 470)
3090
B2 (300 x 500)
B13 (300 x 470)
2490
TERRACE FLOOR +13.835M
OHT 6000MM x3000MM x2000MM
DOMESTIC TANK
FIRE FIGHTING TANK
8275
PARAPET WALL +15.175M
SPIDER FITTING
05 04
965
03 02
B8 (300 x 300) B15 (300 x 470)
TOILET FFL=+0.625M SSL=+0.4M
FEMALE TOILET
STAIRCASE MID LANDING B2 (300 x 500)
B16 (300 x 470)
CERAMIC TILE(600MMx600MMx10MM)
B19 (300 x 330)
B25 (300 x 700)
W6
2910
B11 (300 x 470)
01
11
MALE TOILET W2
W2
2460
D4
W5
NOSING
08
RCC COLUMN (600MM x 600MM) AT SPAN OF 10500MM
07 06
W3
W2
05 04 03
C16 (600 x 600)
02
200
B2 (300 x 500)
01
LIFT PIT
+0.0M
1625
4390
STAIRCASE MID LANDING
ELECTRICAL ROOM
4090
GROUND LEVEL +0.0M
FFL=+0.635M SSL=+0.6M
D6 3840
PLINTH LEVEL +0.635M
REVISION DESCRIPTION
DATE
STAIRCASE
10
B7 (300 x 300)
REVISION TABLE
RCC BEAM (300MM x600MM)
09
1465
W1
COUNTERWEIGHT
3115
FFL=+3.935M SSL=+3.9M
D6
FIRST FLOOR +3.935M
BASEMENT FFL=-4.235M SSL=-4.2M
BASEMENT -4.165M
D4
UP
01
UP
2200MM x1800MM
02
02
A-302
ARCHITECTURAL SECTION
SHEET TITLE
SECTION THROUGH BASEMENT ,TOILET AND STAIRCASE SECTION SHEET NO.
A-302 VRUSHALI V KULKARNI T.Y B.ARCH
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
B
E
C
F
K
G
COPING FOR PARAPET WALL
DRIP MOULD
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
STAIRCASE MUMTY +18.335M STAIRCASE MUMTY IPS FLOORING SCREEDING 25MM THICK BUND
OHT +16.675M
POLYURETHANE
PARAPET WALL +15.175M
2000
4165
FIREFIGHTING TANK D9
D9
OHT 6000MM x3000MM x2000MM
SSL=13.6M
N
FFL=+13.835M SSL=+13.6M
TERRACE FLOOR +13.835M
B36 B34
B31
B32
(300 x 700)
(300 x 600)
(300 x 600)
(300 x 600)
PLASTERING(25MM)
WAFFLE SLAB (200MM x 300MM)
PLUMBING SHAFT
FEMALE TOILET
D3 LIFT LOBBY
D3
FFL=+10.535M SSL=+10.5M
FFL=+10.515M SSL=+10.3M
PATLI (RCC TRANSOM)
1015
AHU ROOM
2655
2200
2940
B24 (300 x 700)
THIRD FLOOR +10.535M
SCURTING
B26 (300 x 700)
B38
B33
B34
(300 x 700)
B36
(300 x 600)
(300 x 600)
(300 x 600)
FEMALE TOILET
LINTEL (150MM x 150MM)
AHU ROOM
SPIDER FITTING
LIFT LOBBY
D3
GLASS FACADE 25MM THICK
FFL=+7.235M SSL=+7.2M
SECOND FLOOR +7.235M
SILL (150MM x 150MM)
D3 FFL=+7.225M SSL=+7.0M
SEVICE SLAB B26 (300 x 700)
B38
B33
B34
(300 x 700)
B36
(300 x 600)
(300 x 600)
(300 x 600)
C2 (600 x 600)
BRICK WALL OF THICKNESS 150MM
FEMALE TOILET
AHU ROOM LIFT LOBBY
D3
LIFT KONE MRL OF SIZE 2200MM x1800MM
D3
BRICK WALL OF THICKNESS 230MM
FFL=+3.935M SSL=+3.9M
FIRST FLOOR +3.935M
DIAGRID (200MM x 300MM)
FFL=+3.925M SSL=+3.7M
B28 (300 x 700)
B40
B35
B36
(300 x 700)
(300 x 600)
B38
(300 x 600)
(300 x 600)
LIFT LOBBY
WAFFLE SLAB (200MM x 300MM)
D3
2900
2200
2390
2490
AHU ROOM
LOUVRE WINDOW(700MMx1000MM)
FEMALE TOILET D3
NOSING
CERAMIC TILE(600MMx600MMx10MM)
FFL=+0.635M SSL=+0.6M
PLINTH LEVEL +0.635M GROUND LEVEL +0.0M
3090
2790
TENSION ROD GLASS CANOPY(5000MMx 6000MM)
FFL=+0.625M SSL=+0.4M
SCREEDING 25MM THICK BRICK BAT COBA(200MMTHICK)
BB15
BB21 (300 x 700)
(300 x 700)
BB22
BB23
(300 x 600)
(300 x 600)
LIFT LOBBY SURVEILLANCE ROOM
BB26
BB25
(300 x 330)
(300 x 600)
REVISION TABLE
ELECTRICAL ROOM
REVISION DESCRIPTION
DATE
FLUSHING TANK SSL=-3.6M
BASEMENT FFL=-4.235M SSL=-4.2M
BASEMENT -4.165M STP SSL=-4.2M
RUBBLE SOLING BACK FILLING
UP
01
UP
2200MM x1800MM
02
SHEET TITLE SECTION 01
A-301
ARCHITECTURAL SECTION SECTION THROUGH BASEMENT ,TOILET AND ADVANCED SLAB
SHEET NO.
A-301 VRUSHALI V KULKARNI T.Y B.ARCH
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
SCALE-1:100
3756
K
F
G
E C3 (300 x 300)
NEWEL POST OF DIAMETER 50MM
NEWEL POST OF DIAMETER 50MM HOLLOW CIRCULAR SECTION WELDED TO BASEPLATE OF1 0MM THICKNESS
BUND WALL
C4 (300 x 300) WATERPROOFING
10MM THICK M S PLATE (100MM x10MM) TO CONNECT NEWEL POST TO FLOOR
C3 (300 x 300) SW4 (300 x 2500)
STAIRCASE MUMTY
POST OF DIAMETER 50MM HOLLOW CIRCULAR SECTION WELDED TO BASEPLATE OF10MM THICKNESS
20MMØ BALUSTERS - STAINLESS STEEL HOLLOW CIRCULAR SECTIONS WHICH IS WELDED TO BASEPLATE
1735
TERRACE FLOOR +13.835M
FLOOR LANDING
120
116
HANDRAIL OF 50MM HOLLOW BOX SECTION WELDED TO BALUSTER
FFL=-2.515M 18 17
10MM THICK M S PLATE (100MM x10MM) TO CONNECT NEWEL POST TO FLOOR
FFL=+13.825M
16
B29 (300 x 330)
117
14
115
114
13
113 111
FFL=11.585M
110 109 108
B30 (300 x 330)
11
300
10 MM THICK RISER TILE- CERAMIC TILE WITH MATTE FINISH,ANTI-SKID , BULL NOSE FINISH(1500MMx300)
2095
10
107
10 MM THICK FLOOR TILING- CERAMIC TILE WITH MATTE FINISH,ANTI-SKID , BULL NOSE FINISH(1500MMx300)
09 106
ANCHOR FASTENER
12
112
1475
MIDDLE LANDING
MS BASEPLATE OF 12MM THICKNESS
10MM TREAD TILE- CERAMIC TILE WITH MATTE FINISH,ANTI-SKID , BULL NOSE FINISH(1500MMx300)
15
118
W1
MIDDLE LANDING
NEWEL POST OF DIAMETER 50MM HOLLOW CIRCULAR SECTION WELDED TO BASEPLATE OF1 0MM THICKNESS
3150
D3
905
C4 (300 x 300)
105 104
20MMØ BALUSTERS - STAINLESS STEEL HOLLOW CIRCULAR SECTIONS WHICH IS WELDED TO BASEPLATE
D3 103 102 101
BASEMENT
08
10 MM THICK FLOOR TILINGCERAMIC TILE WITH MATTE FINISH,ANTI-SKID ,BULL NOSE FINISH(1500MMx300)
FFL=-4.165M 25MM THICK PLASTERING
FLOOR LANDING
100
FFL=+10.535M
99 98
12
W1 96 94
B31 (300 x 330)
95
25MMM THICK SCREEDING
93
92 91 MIDDLE LANDING FFL=8.285M
87
LIFT WELL
90
89
SW3
1500
THIRD FLOOR +10.535M
(300 x 2500)
88 86
85
B32 (300 x 330)
84
83
HANDRAIL OF 50MM HOLLOW BOX SECTION WELDED TO BALUSTER
D3
82
A-401e
79
150MM THICKNESS SLAB
SCALE1:20
230MM RUBBLE SOLING
FLOOR LANDING
78
N
150MM THICKNESS SLAB
DETAILED SECTION
81 80 FFL=+7.235M
77
SECOND FLOOR +7.235M
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
BACKFILLING(150MM THICKNESS) 76
W1
74 72
B31 (300 x 330)
73
PLINTH BEAM (300MM x300MM) TO SUPPORT STAIRCASE
71
70 69 68
67
MIDDLE LANDING FFL=4.985M 65
66 64
62
61
SCALE1:10
D3
60
10MM TREAD TILE- CERAMIC TILE WITH MATTE FINISH,ANTI-SKID , BULL NOSE FINISH(1500MMx300)
59 58 57
56
FLOOR LANDING FFL=+3.935M
55
FIRST FLOOR +3.935M
POST TO FLOORING DETAIL
A-401f
63
B32 (300 x 330)
54
W1 1295
52 50
B33 (300 x 330)
51
20MMØ BALUSTERS - STAINLESS STEEL HOLLOW CIRCULAR SECTIONS WHICH IS WELDED TO BASEPLATE
49
48 47
MIDDLE LANDING
45
FFL=1.685M
46
44
43
42
20MMØ BALUSTERS - STAINLESS STEEL HOLLOW CIRCULAR SECTIONS WHICH IS WELDED TO BASEPLATE
41
B34 (300 x 330)
40 39
37
36 35
10MM TREAD TILE- CERAMIC TILE WITH MATTE FINISH,ANTI-SKID , BULL NOSE FINISH(1500MMx300)
10 MM THICK FLOOR TILING- CERAMIC TILE WITH MATTE FINISH,ANTI-SKID , BULL NOSE FINISH(1500MMx300)
D3
38
34 FLOOR LANDING
33
PLINTH LEVEL +0.635M
10MM TREAD TILE- CERAMIC TILE WITH MATTE FINISH,ANTI-SKID , BULL NOSE FINISH(1500MMx300)
10
FFL=+0.635M
10 MM THICK RISER TILE- CERAMIC TILE WITH MATTE FINISH,ANTI-SKID , BULL NOSE FINISH(1500MMx300)
BB20 (300 x 330)
MIDDLE LANDING
ANTI SKID GRIP SELF EMBOSSED PROJECTIONS ON TREAD
300
FFL=-1.25M
ANTI SKID GRIP SELF EMBOSSED PROJECTIONS ON TREAD
25
10
24
20 19
17
635
510
BB21 (300 x 330)
18 16
MS BASEPLATE OF 10MM THICKNESS
140
21
1090
22
NOSING
10 10 MM THICK RISER TILE- CERAMIC TILE WITH MATTE FINISH,ANTI-SKID , BULL NOSE FINISH(1500MMx300)
15 14
REVISION TABLE
10 MM THICK RISER TILE- CERAMIC TILE WITH MATTE FINISH,ANTI-SKID , BULL NOSE FINISH(1500MMx300)
140
23
DATE
REVISION DESCRIPTION
25MMM THICK SCREEDING ANCHOR FASTENER
25MM THICK PLASTERING
150MM THICKNESS SLAB ALTERNATE BENTUP BAR TOR 10MM 150MM c/c
950
25MMM THICK SCREEDING
150MM THICKNESS SLAB
150MM THICKNESS SLAB 230MM RUBBLE SOLING
ANCHOR FASTENERS ALTERNATE BENTUP BAR TOR 10MM 150MM c/c
PLINTH BEAM (300MM x300MM) TO SUPPORT STAIRCASE
A-401g
TREAD TO RISER DETAIL SCALE1:5
01 A-401d
BALUSTER TO TREAD DETAIL
DETAILED SECTION
4730
A-401g
SCALE1:5
UP
SCALE1:25 UP
14
15 16
17
18
19
20 21
22
23
24
25
33
C2 (600 x 600)
34
35
36 37
38 39
40 41
42
F
11 55
43
C2 (600 x 600)
2330
SW4
01
(300 x 2500)
SW4
445
300
445
700
D2
D2 31
02
03
04
05
06
07
08
09 10
11
STAIRCASE
01
1800
LIFT
2200MM x1800MM
(300 x 2500)
30 29
28
8
27 26
C3 (300 x 300) SSL=-3.9M 1150
2025
UP
D4
D3
1210
700
D2 01
62 63
64
445
DOWN
D3 975
28
C3 (300 x 300) 1375
D4
300
445
UP
32 31 30 29
SSL=-3.9M
SHEET TITLE
65
300
300
300
300
300
300
300
300
150
300 370
UP
STAIRCASE DETAIL
SW4 STAIRCASE
11
1210
8
60 61
44
950
2050
L.V SHAFT D4
950
H.V. SHAFT D4
LIFT LOBBY 1.5M x 1.5M
8
FIRE SHAFT 0.75M x 1.2M
FFL=+2.285M
FFL=+0.635M
700
D2 53 52
D3 975
51
50
49 48
47
46 45
C3 (300 x 300)
950
3375
A-401
C4 (300 x 300)
67
L.V SHAFT D4
950
H.V. SHAFT D4
2100
2100
SHEET NO.
UP 54
850
W1
MIDDLE LANDING
FLOOR LANDING
1210
1050
12
2200MM x1800MM
(300 x 2500)
1050
445
4730
STAIRCASE 13
300
A-401
(300 x 2500) 3070
4730
(300 x 2500)
445
10
150
LIFT
2200MM x1800MM
1800
A-401
58 59
3000
4730
(300 x 2500)
10
UP
150
LIFT
2200MM x1800MM
SW3
3070
01
1800
A-401
150
10
57
C2 (600 x 600) 1825
SW3
56
2330
1825
SW3
K
G
650
11 2330
E
K
G
650
11
F
3070
E
K
G
2240
F
3070
E
VRUSHALI V KULKARNI T.Y B.ARCH
SEM-6
5350
ACADEMY OF ARCHITECTURE
A-401a
DETAILED BASEMENT PLAN SCALE1:25
A-401b
DETAILED GROUND FLOOR PLAN SCALE1:25
A-401c
DETAILED TYPICAL FLOOR PLAN SCALE1:25
13/05/21 SCALE-1:25
ROLL NO.
3756
A
B 1330
720
600
BRICK WALL OF THICKNESS 230MM
4850
445
115
115
N
900
705 530
A-402d
1450
TILE DROP DETAIL SCALE1:10
330
WC 775
D5
825
W3
F
1620
JAQUAR ALD-573 ALD - 573 JET SPRAY
N
3535
W
WASH BASIN
GALASSIA,CERAMIC WASHBASIN
WB
WASH BASIN
JAQUAR - SLS-WHT-6601,600X400X185MM COUNTER RECESSED WASH BASIN
1250
1250
975
A-402d
1
C8 (600x600)
FFL=+3.15M
2200
D3
200
WASH BASIN DETAIL SCALE1:10
330
1315
25
200
75MMØ FLUSHING PIPE
BRICK WALL OF THICKNESS 150MM J
795
1125
D3
N
BRICK BAT COBA 200MM THICK
W4
U
SLAB 150MM THICK
CERAMIC TILE(600MMx600MMx10MM)
JAQUAR -600X400X185MM COUNTER RECESSED WASH BASIN
N
450
800
FFL=+3.925M SSL=+3.7M
W2
F
500
575
WC
MALE TOILET 4.6M x 1.9M
C7 (300 x 300)
SLAB 150MM THICK
1625
U
4650
1275
400
145
975
WB
SCREEDING 25MM THICK
BRICK BAT COBA 200MM THICK 7520
700
D5
WB
FA
WB
1
FA
10
PLASTERING(25MM)
N
600
M
FA
WB
SCREEDING 25MM THICK
700
700
795 795
M
FA
W2
F
FFL=+3.915M 1095
CERAMIC TILE (600MMx600MMx10MM)
PLASTERING(25MM)
145
WC
305
3730
2170
5180
FA
BOTTLE TRAP (CERA AUXILLARIES BOTTLE TRAP)
J
1930
WB
N
FFL=+3.915M D5
FFL=+3.925M SSL=+3.7M
PATLI (RCC TRANSOM)
J
1450
FEMALE TOILET 4.6M x 1.9M
100MMØ WASTE WATER PIPE
JAQUAR,CLOSED COUPLED WATER CLOSET
F
J
2320
GRANITE COUNTER TOP (20 MM THICK)
390
1470
2470
25Ø MM WATER SUPPLY PIPE
150MMØ SOIL PIPE
700
3675
D3
700
FFL=+3.925M SSL=+3.7M
1200
01
W2
1600
975
WC
775
D3
225
275
975
TOILET 2.4M x 1.5M
CERAMIC TILE(300MMx300MMx10MM)
T
H
W
A-402
GALASSIA,CERAMIC WASHBASIN WB
500
675
375
M
FA
PLASTERING(25MM)
M
D6
2650
2000
PLYWOOD PARTITION WALL (25MMTHICK)
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
4850
A
B
JAQUAR ,CNS-WHT-751P180SPPZ,CLOSED COUPLED WATER CLOSET
WATER CLOSET
WC M
MIRROR
DEKNUDT BATHROOM MIRROR,25MM THICK GLASS,WOODEN FRAME(1900MM x 1000MM)
FA
FAUCET
JAQUAR , BALL FAUCET,OPP-CHR-15041PM
F
FLUSH TANK
JAQUAR JCS-WHT-2400S DUAL FLUSH TANK
J
JET SPRAY
JAQUAR ALD-573 ALD - 573 HEALTH FAUCET
REVISION TABLE DATE
A-402 02
REVISION DESCRIPTION
WALL MOUNT
DETAILED PLAN OF TOILET SCALE1:25
1
FEMALE TOILET
3060
J
WC
RCC BEAM (300MM x600MM)
F
B40
B36
B38
(300 x 600)
WC
LOUVRE WINDOW(700MMx1000MM)
LINTEL (150MM x 150MM)
BRICK WALL OF THICKNESS 150MM
CERAMIC TILE(300MMx300MMx10MM) W2
M
RCC COLUMN (600MM x600MM)
D3 FA
FA
FEMALE TOILET
SCURTING WB
WB
SCALE1:25
WC
WB
600
DETAILED SECTION OF TOILET
F
FA
FFL=+0.625M SSL=+0.4M 200
CERAMIC TILE (600MMx600MMx10MM)
02 A-402b
SCREEDING 25MM THICK BRICK BAT COBA 200MM THICK SLAB 150MM THICK
UP
SEVICE SLAB
2200MM x1800MM
BRICK WALL OF THICKNESS 150MM
WINDOW SILL
W3
(300 x 600)
UP
(300 x 600)
200
535
440
500
1145
U
950
WC
PLASTERING(25MM)
CERAMIC TILE (300MMx300MMx10MM)
W2
F 3650
J
WC
W2
F
STAINLESS STEEL WALL MOUNTED ROD
PLASTERING(25MM)
1210
W2
F
HANDLE
RCC BEAM (300MM x600MM)
PATLI (RCC TRANSOM)
MALE TOILET
H
CAST IRON FLOOR TRAP WITH STEEL GRATING
1010
B19 (300 x 470)
3640
FFL=+0.625M SSL=+0.4M
B18 (300 x 470)
NAHNI TRAP
HEALTH FAUCET,CERA FAUCETS (POM FAUCET)
2900
TOILET
B15 (300 x 470)
N
2200
B14 (300 x 470)
URINAL
LOUVRE WINDOW(700MMx1000MM) CERAMIC TILE(600MMx600MMx10MM) SCREEDING 25MM THICK SILL (150MM x 150MM) STANDARD PIPE CLAMPS PATLI (RCC TRANSOM)
435
A-402a
U
BRICK BAT COBA 200MM THICK SLAB 150MM THICK
DETAILED SECTION OF TOILET SCALE1:25
TOILET DETAIL SHEET NO.
A-402
BRICK WALL OF THICKNESS 230MM
RCC BEAM (300MM x600MM) 01 A-402c
SHEET TITLE
VRUSHALI V KULKARNI T.Y B.ARCH
ACADEMY OF ARCHITECTURE 13/05/21
RUBBLE SOLING BACK FILLING
SEM-6
SCALE-1:25
ROLL NO.
3756
RCC BEAM (300MMx 700MM) 02 A-403 4000
1300
PREFABRICATED CHANNEL SECTION (200MM x 50MM x 5MM)
FROSTED GLASS (1300MMx1000MM x 10MM) GLASS PANEL 25MM THICK
1000
CAP SCREW PREFABRICATED I SECTION (200MM x 25MM x 5MM)
6MM THICK ACP CLADDED TO THE MS PLATE OF 20MM THICK SPIDER FITTING FROSTED GLASS
GUTTER ( 100MM x100MM)
01
PREFABRICATED CHANNEL SECTION (200MM x 50MM x 5MM)
6000
A-403
PREFABRICATED I SECTION (200MM x 25MM x 5MM)
6MM THICK ACP CLADDED TO THE MS PLATE OF 20MM THICK 2500
D1 M.S.PLATE OF 20MM THICKNESS IS USED TO CONNECT CANOPY TO THE WALL
-0.15M
D1
ANGLE CLEAT ( 25MM x 50MMx5MM)
-0.15M ACP CLADDED TO DOWNTAKE PIPE
GLASS PANEL 25MM THICK
SINGLE GLAZED DOOR DOWNTAKE PIPE(100MM DIAMETER)
CAP SCREW
RCC COLUMN (600MM x 600MM)
BOX SECTION USED AS BRACING(50MM x50MM)
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
ANGLE CLEAT (50MM x 50MMx5MM)
200
RCC BEAM (300MM x 700MM)
02 A-403c
PREFABRICATED I SECTION (200MM x 25MM x 5MM)
DETAILED SECTION OF CANOPY SCALE1:50 A-403g
CANOPY TO BEAM DETAIL
N
SCALE1:5
A-403a
DETAILED PLAN OF CANOPY SCALE1:50 SILICON 25 MM THICK ACP PANEL SSF 003 SPIDER FITTING
SPIDER FITTING SILICON SEALANT
DOWNTAKE PIPE(150MM DIAMETER)
50MM DIA. FLAT HEAD FIXED BOLT
ANGLE CLEAT ( 25MM x 50MMx5MM)
CAP SCREW GLASS PANEL 25MM THICK LOW MODULOUS SILICON CHAULKING
GUTTER ( 100MM x100MM)
ANGLE CLEAT ( 25MM x 50MMx5MM) FORM BACKING ROD 10MM DIAMETER
ANGLE CLEAT (50MM x 50MMx5MM)
CAP SCREW PREFABRICATED I SECTION (200MM x 25MM x 5MM) BOX SECTION USED AS BRACING(50MM x50MM) 2500
Z ANGLE M. S .PLATE 5MM THICK TO ATTACH A.C.P PANEL
PREFABRICATED I SECTION (200MM x 25MM x 5MM)
D1 SINGLE GLAZED DOOR
A-403e
I SECTION TO GLASS PANEL(CANOPY) CONNECTION DETAIL SCALE1:5 DATE
DETAILED SECTION OF CANOPY
REVISION DESCRIPTION
SCALE1:50
GLASS PANEL 25MM THICK
A-403h
25 MM THICK ACP PANEL
DOWNTAKE PIPE DETAIL SCALE1:5
50MM DIA. FIXED BOLT UP
GLASS PANEL 25MM THICK
UP
CAP SCREW 2200MM x1800MM
10MM THICK ACP CLADDED TO THE MS PLATE OF 20MM THICK SPIDER FITTING
Z ANGLE M. S .PLATE 5MM THICK TO ATTACH A.C.P PANEL
FROSTED GLASS CANOPY (6000MM x 3000MM)
ANCHOR FASTENER
GLASS PANEL 25MM THICK
PREFABRICATED CHANNEL SECTION (200MM x 50MM x 5MM)
LOW MODULOUS SILICON CHAULKING D1 2500
01 A-403b
REVISION TABLE
-0.15M
D1
SHEET TITLE
FORM BACKING ROD 10MM DIAMETER
-0.15M ACP CLADDED TO DOWNTAKE PIPE
GLASS PANEL 25MM THICK
50MM DIA. FLAT HEAD FIXED BOLT
SINGLE GLAZED DOOR
SSF 003 SPIDER FITTING
ARCHITECTURAL DETAIL SHEET NO.
A-403 GLASS PANEL 25MM THICK
A-403d
VRUSHALI V KULKARNI T.Y B.ARCH
DETAILED ELEVATION OF CANOPY
SEM-6
ACADEMY OF ARCHITECTURE
SCALE1:50 A-403f
GLASS PANEL TO COLUMN DETAIL SCALE1:5
A-403i
GLASS TO SPIDER FITTING DETAIL SCALE1:5
13/05/21 SCALE-1:25
ROLL NO.
3756
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
REVISION TABLE DATE
REVISION DESCRIPTION
SHEET TITLE DOOR SCHEDULE SHEET NO.
A-501 VRUSHALI V KULKARNI T.Y B.ARCH
SEM-6
ACADEMY OF ARCHITECTURE 13/05/21
ROLL NO.
3756