SHEET NUMBER
DRAWING NAME
DRAWING NUMBER
SCALE
1
LINEOUT PLAN
A-101
1:200
2
CENTERLINE PLAN
A-102
1:200
3
BASEMENT FLOOR STRUCTURAL PLAN
S-101
1:200
4
BASEMENT FLOOR ARCHITECTURAL PLAN
A-201
1:200
5
GROUND FLOOR STRUCTURAL PLAN
S-102
1:200
6
GROUND FLOOR ARCHITECTURAL PLAN
A-202
1:200
S-103
1:200
A-203
1:200
S-104
1:200
7
8
9
1ST FLOOR STRUCTURAL PLAN
1ST FLOOR ARCHITECTURAL PLAN
TERRACE STRUCTURAL PLAN
10
TERRACE ARCHITECTURAL PLAN
A-204
1:200
11
OHT STRUCTURAL PLAN
S-105
1:200
12
OHT ARCHITECTURAL PLAN
A-205
1:200
A-301
1:100
13
SECTION AA
14
SECTION BB
A-302
1:100
NORTH ELEVATION
A-401
1:100
EAST ELEVATION
A-402
1:100
SOUTH ELEVATION
A-403
1:100
WEST ELEVATION
A-404
1:100
15
16
17
18
19
DOOR WINDOW SCHEDULE
A-501
20
STAIRCASE DETAIL
A-601
AS SPECIFIED
21
TOILET DETAIL
A-701
AS SPECIFIED
CANOPY DETAIL
A-801
AS SPECIFIED
22
SEMESTER 6 WORKING DRAWING PORTFOLIO
MMRC HEADQUARTERS AT SIDDHIVINAYAK METRO JUNCTION VINAY RAJESH EKKALDEVI ROLL NO. 15 EXAM SEAT NO. 3502
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
ROAD LEVEL 0.0 M
G
93 67
5435
H
27592
3064
N -1503 E 31289
28198
A 6
69
17
SPOT LEVEL 0.15m 3280
881 0
5
N -7062 E 41753
9952
C 10890
2 904
2735
B
41
1
10462
31
BOUNDARY LINE
4
358
61
84 40
61
5393
R3
5380
35
4 2535
91
N -9808 E 31289
4907
8 403
4573
11708
35
1965
10
40
11
5 57
31
46
60
14148
+1.0m 10 7
33 73
F
4 84 13
9220
49 1
5
51
9683
N -24129 E 7787
24555
N -26305 E 17158
4
6775
E
1491
REVISION TABLE
97
4 18
25663
REVISION
DESCRIPTION
61837
7345
54645
15790
DATE
+1.0m M
PLINTH LINE
24987
32888
-3.4M 6077
3182
4280 0 738 R2
1375
4487
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
7172
659
1
-3.4M 5 49 92
7 849
38
38
4132
106
13760
95
7
-2.1 M
711
09
88
7430
+ -
4
9 277
K
10551
26056
D
N -61708 E 41753
146
08
KEY PLAN- SCALE 1:500 J
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
LINE OUT LAYOUT
DRAWING NUMBER:
SHEET NUMBER:
A-101
1
PROJECT NORTH:
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI
LINE OUT PLAN
SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
A
B
C
D
E
F
G
H
J
K
L
93 67
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
EASTINGS
5435
C8 120
GENERAL NOTES
1260
4075
1730
1595
2030
1780
2740
1970
5350
2735
ORIGIN (N 0,E 0)
3064
+ -
SPOT LEVEL 0.15m
C5
620 x 270
N -24180 E 22530
255 30
265 C3
620 x 270
273
15
N -22755 E 18840
14
C4 - 38700
13
C5 - 37170
12
C6,C7 - 35520
N -45955 E 36670
N -45955 E 35990
340 200
N -46230 E 36530
N -24285 E 22780
13
340 190
220 295
15 235
C7
620 x 270 N -24830 E 26880
N -24815 E 22575
N -24935 E 27100
N -26125 E 36090
15 235 220 295
N -24695 E 22290
12
C6
620 x 270
N -24475 E 22545
255 30
1530
N -23285 E 18635
695
1650
340 190
220 295 255 30
C2,C3 - 41750
190 340
C5
620 x 270
N -24180 E 22530
N -22945 E 18605
N -23175 E 18350
15
N -24695 E 22290
N -24815 E 22575
N -45685 E 36140
3050
C4
15 235
14
N -13005 E 36090
620 x 270
340 190
1170 N -22755 E 18590
620 x 270
N -13005 E 36090
N -24475 E 22545
N -45955 E 36330
275
C1 - 48640
340 190
220 295
16
6890
16
622
N -24285 E 22780
15 235 N -13005 E 36090
C2
620 x 270
270
C1
620 x 270
C17
N -25125 E 26865
ZOOM IN DETAILS SCALE(1:50)
255 30
N -25465 E 26895
6270
N -25348 E 26610
61510
C9
C10
620 x 270 N -32270 E 26685
320 150 120
80 190
C8,C9,C10,C11 - 29250
10
C12,C13 - 23665
09
LW1,LW2,C16 - 20305
08
C15,LW3 - 18660
07
C17 - 15690
DATE
REVISION
DESCRIPTION
5585
N -32905 E 16025
11
N -32265 E 27055
N -32225 E 26785
N -32925 E 16295
N -32395 E 36090
N -32555 E 26865
290
N -22945 E 18605
N -32605 E 16175
REVISION TABLE
620 x 270
N -32230 E 26955
90 325
180
160
300
300 315
120 155
210
11
N -32305 E 16330
330 285
N -32290 E 16055
C11
620 x 270
C8
620 x 270
C12
C13
620 x 270
245 10
15 240
387
C16
620 x 270
LW3 3250 x 250 LW2 3250 x 250 N -43125 E 17435 N -43125 E 17435
C17
620 x 270
N -50425 E 21190
420
LW5 3250 x 250
N -50425 E 21190 N -50425 E 21190
N -45955 E 36330
N -45685 E 36140
N -50255 E 21400
06
1645
130
N -41850 E 31705
190 340
N -45955 E 36670
N -45955 E 35990
N -46230 E 36530
N -50255 E 21400
LW4 3250 x 250
C18
340 200
620 x 270 N -47575 E 41440
240 N -50255 E 21400
1050
N -51695 E 31215
330
N -51935 E 31385
170 320
05
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
1355
1375 N -50910 E 21560
260
04
N -50740 E 21790
N -50740 E 21790 LW6 1800 x 250
C19
320 322
620 x 270
N -51935 E 31065
C20
N -51935 E 31705 N -52195 E 31705
2835
50 280
N -50910 E 21560
N -50580 E 21510
240
330 155
160 330
320 110
N -50425 E 21190
LW4,C18 - 13840
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
2775
N -50255 E 21400
05
06 230
07
N -42040 E 31500
N -42805 E 17435 N -42805 E 17435
2970
817
275
N -43055 E 17665
320
270
250 350
N -42805 E 17435
N -41850 E 31705
115
N -42805 E 17435
230
N -43125 E 17435
320 130
LW1 1800 x 250
230 320 260
180
750
N -42455 E 17435
N -41440 E 31275
310 110
380
N -42590 E 31075
320
N -42545 E 17205
C15
620 x 270 N -42545 E 17205
08
N -42805 E 17435
1850
LW1 N -42545 E 17205
09
N -38080 E 28885
N -38175 E 26630
3360
600
N -37960 E 36090
140
N -37840 E 28645
240 340
335 235
10
620 x 270
N -37410 E 28655
N -37605 E 28445
620 x 270
N -54770 E 41440
03 C21
620 x 270 3520
1110 N -58045 E 30095
N -58290 E 30275 180 300
N -58290 E 30575
260
245
02
300 180
N -58550 E 30455
N -58290 E 29975
3220
C22
620 x 270 N -61510 E 41440
01 C23
620 x 270
NORTHINGS
KEY PLAN- SCALE 1:500 PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
CENTRE LINE PLAN 41440
DRAWING NUMBER:
SHEET NUMBER:
A-102
2
PROJECT NORTH: A
B
C
D
D
E
F
G
H
J
K
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C8 120
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
L
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
EASTINGS
ROAD LEVEL 0.15 M
16 A-402
3 1206
1500
7950
SUMP 6 204
C1
620 x 270
1500
16
96
3516
3792
34
16
C1 - 48640
15
C2,C3 - 41750
14
C4 - 38700
13
C5 - 37170
12
C6,C7 - 35520
11
C8,C9,C10,C11 - 29250
FLUSHING TANK 34
11475
27
01
89
35
1785
06 4
7 31
PUMP ROOM 7 45
35
60
2442 4
44
43
8
2820
24
5283
D9
35
C3
C2
620 x 270
620 x 270
75 80
15
1746
5767
2561
5093
STP
4173
672 6
608
1
F.F.L -2.10M S.S.L -2.15M
C4
TRINIX FLOORING
620 x 270
14
F.F.L -2.10M S.S.L -2.15M
3602
TRINIX FLOORING
C5
3583
620 x 270
7476
13 C6
C7
620 x 270
2945
620 x 270
1181
12
7704
AC PLANT ROOM
3497
7617
9325
8151
F.F.L -2.10M S.S.L -2.15M
5888
TRINIX FLOORING
C10
620 x 270
620 x 270
3680
5287
2313
C11
1840
C9
620 x 270
C8
620 x 270
11
8586
2988
D4
1146
REVISION TABLE
252
DATE
F.F.L -2.10M S.S.L -2.15M 3961
3966
5536
4306
FAN ROOM
REVISION
DESCRIPTION
TRINIX FLOORING
6986
645
569
C12
533
620 x 270
C13
5897
1777
620 x 270
1207
5907
10
365
10
902
D3 D4
06
05
04
03
02
UP
110°
1086
0M
07
C17 - 15690
06
LW4,C18 - 13840
05
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
1
770
D4
UP
C17
8 137 1
8
36
R110
5 6
4
19
1
11
D7
1
4071
31 0
79
C18
6
97
620 x 270
48
11
34 28
6693
9
22
C20
9
71
ELECTRIC ROOM
620 x 270
FIRE TANK S.S.L -1.90M
6181
15
LW5
C19
19
17
99
H.
V
D4
19
7
93
LIFT PIT 2550X1 870 S.S.L -3. 40M
10
4214
94
6 29 1
20
5705 0
33
80
12
L.V
57
12
5431
20
D7
2
0 93
2517
19
83 3 28
CERAMIC TILES SMOOTH FINISH 12MM THK
620 x 270
32 11
5
2 33
04
4546
620 x 270
139
F.F.L -1.95M S.S.L -1.90M 79
05
C15,LW3 - 18660
1280
63
06
08
126
07
1640
LW1,LW2,C16 - 20305
894
1015 570
1635
ROAD LEVEL 0.0 M
09 4207
620 x 270
623
179
-3.4
C16
D7 110
S.S.L
D4
490
F.D
1070
2538
15 A-401
Y URIT SECOM RO
6120
100
1085
2523
A
190
1263
1117
2607
620 x 270
TRINIX FLOORING
D7
P.S
68
993
PIT LIFT X 0 255 0 187
.20M M .L 0 F.F 0.15 .L S.S 1804
C15
1538
07
6406 1731
64
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
5719
07
ROAD LEVEL 0.15 M
24
08
18 A-404
135°
09
01
90
35882
08
14
10
5500
FL KOTAM 18M
21
90
3133
09
13
11
20
19
18
17
C12,C13 - 23665
1500
12
16
15
2188
4733
RING
O
FLO KOTAM 18M
M .95 .L -1 0M F.F .L -1.9 NG S.S OORI
3677
2666
2770
SLOPE DN 1:10
03
3313
9
3313 1989
D9
C21
DOMESTIC TANK S.S.L -1.90M
1750
02
6818
F.F.L -1.95M S.S.L -1.90M
3812
TRINIX FLOORING
7232
PUMP ROOM
3808
F.F.L -2.10M S.S.L -2.15M
7235
620 x 270
C22
620 x 270
4285
5130
90
12
01
C23
14 02 A-3
620 x 270
13 A-301
KEY PLAN- SCALE 1:500 17 A-403
ROAD LEVEL 0.15 M
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
BASEMENT ARCH
A
B
C
D
E
F
G
H
J
K
DRAWING NUMBER:
SHEET NUMBER:
A-201
3
PROJECT NORTH:
L
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C8 120
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
L
4075
1730
1595
EASTINGS
ROAD LEVEL 0.15 M
16 A-402
1260
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
2030
1780
2740
1970
5350
2735
ORIGIN (N 0,E 0)
+ -
SPOT LEVEL 0.0m
5390
4570
5545
B 57 230 x 500
5 850
C1
6840
5
382
B 56 230 x 500
6613
80 37 35
2089
1805
C2
8330
87
1600
B8 230 x 500
8725
C7
620 x 270
B9 230 x 500
5065
B7 230 x 500 N -25125 E 26865
N -32555 E 26865
620 x 270
15
C20
620 x 270
60
3360
C15,LW3 - 18660
07
C17 - 15690
06
LW4,C18 - 13840
05
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
B x 50 0 23
42
1355
5781
0
F.F.L -1.95M S.S.L -1.90M
08
FIRE TANK S.S.L -1.90M
78
0
N -50740 E 21790
LW1,LW2,C16 - 20305
2775
4
23 B 0 x 39 50 0
N -47575 E 41440 619
10
10
96
620 x 270
09
1850
3797
87 31
6 0 LW x 25 00 18
C19
620 x 270
3955
11
29
34
36
00 23 B 0 x 34 50 0
N -51935 E 31385
111
3
3631
6401
N -54770 E 41440
2835
5
IT 00 T P 18 M LIF 0 x .40 0 -3 30 .S.L S
ROAD LEVEL 0.15 M
C18
3 0
5 50 LW x 2 50 32
4 50 LW x 2 50 32
888
B 3 x 50 0 23
95
547
6 0 B 2 x 50 0 23 80
18 A-404
1645 N -45955 E 36330
2 0
B 3 x 50 0 23
10
10
11
7 0 B 2x 50 0 0 23 87
31
04
620 x 270
45
609 3
0x
23
1
05
59
230 B 36 x5 00
22 00 5 F.F.L -1.95M S.F.L -1.90M
06
C17
8 0 B 2 50
B x 230
C12,C13 - 23665
3857
5
241
B 23500 x 230
ROAD LEVEL 0.0 M
23 B 4 0x 0 50 0
3
B 4x 500 0 23
0
187
B 31 230 x 500
B 41 230 x 500
4 621
B 24500 x 230
0
279
9 0 B 2 x 50 0 05 23 62
0
109
3430
3
19 42
0
3 LWx 250 0 325
2 LWx 250 0 325
5275
4575
N -41850 E 31705
109
N -42805 E 17435
07
B 30 230 x 500
C16
620 x 270
2
2786
114
B x 230
1 LW 250 0x 180
2
620 x 270
15 A-401
21 00 5
PIT LIFT x 1800 0 300 .40M .L -3 S.S
B 44 230 x 500
B 4x 500 0 23
B 17500 x 230
5585
10 N -37960 E 36090 3370
3036
5
B 20 230 x 500
5065
N -37840 E 28645
5
573
DESCRIPTION
C13
B 19 230 x 500
6205
B 18500 x 230
REVISION
2970
B 47 0 230 x 50
C12
620 x 270
6947
898
REVISION TABLE DATE
5330
6102
B 46 230 x 500
5265
B 48500 x 230
F.F.L -2.10M S.S.L -2.15M
B 15500 x 230
08
C8,C9,C10,C11 - 29250
N -32395 E 36090
B 49 230 x 500
B 11 230 x 500
4517
6864 F.F.L -1.95M S.S.L -1.90M
636
11
B 13 230 x 500
5065
5301
N -22945 E 18605
B 16500 x 230
C6,C7 - 35520
C11
620 x 270
B 12 230 x 500
8725
5100
N -32605 E 16175
C15
12
6270
6040
B 52 230 x 500
6000
B 51 230 x 500
7490
B 50 230 x 500
C10
620 x 270
B 10 230 x 500
11
09
C5 - 37170
N -26125 E 36090
9400
5538
C9
620 x 270
B 14500 x 230
13 1650
C6
620 x 270
12
10
C4 - 38700
3050 6020
5959
4373 N -24475 E 22545
5060
14 1530
C5
620 x 270 B6 230 x 500
5796
B 53 230 x 500
3915
N -22945 E 18605
B 54 230 x 500
F.F.L -2.10M S.S.L -2.15M
C4
C8
C2,C3 - 41750
5051 230 x 500
N -13005 E 36090
N -13005 E 36090
B3 230 x 500
620 x 270
620 x 270
15
B5
620 x 270
71
23 B 5 0x 2 50 0
C3
B4 230 x 500
620 x 270
1345
F.F.L -1.95M S.S.L -1.90M
F.F.L -1.95M S.S.L -1.90M
C1 - 48640
B 55 230 x 500
0 61 10
15
13
16 N -13005 E 36090
31
14
B2
5065 230 x 500
6890
16
620 x 270
B1 230 x 500
6960
6640
50 35
230 B 37 x 50 0
23 B 3 0x 8 50 0
76
C21
620 x 270 703 0
230 B 35 x5 00
03
3520
7332
93 DOMESTIC TANK S.S.L -1.90M
6895
122
02
5
N -58290 E 30575
4300
C22
3220
620 x 270 N -61510 E 41440
4980
1121
0
01 C23
14 02 A-3
620 x 270
13 A-301
KEY PLAN- SCALE 1:500 ROAD LEVEL 0.0 M
17 A-403
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
BASEMENT STRUCTURAL A
B
C
D
E
F
G
H
J
K
DRAWING NUMBER:
SHEET NUMBER:
S-201
4
PROJECT NORTH:
L
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C8 120
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
L
16 A-402
+ -
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
EASTINGS
ROAD LEVEL 0.15 M
SPOT LEVEL 0.15m 14269
E UP SLOP 1:10
UP
3746
4716
5201
14240
9157
73 1
R1006
4288
29
4637
10335
16
16
C1 - 48640
15
C2,C3 - 41750
14
C4 - 38700
13
C5 - 37170
12
C6,C7 - 35520
11
C8,C9,C10,C11 - 29250
4970
4881
8368
F.F.L +1.15 S.S.L +1.10
R622
17685
PAVER BLOCKS 35 MM THK
10419 140
9504
DRO
4611
80
15 P OF
F
UP
4751
C4
620 x 270
C5
620 x 270 D1
9131
645
1705
726
2312
1938
440
1772
14
1341
2610
576 615 669
3773
D1
570
1478
919
3133
R1355 7
C6
2872
5145
12
6203
13
620 x 270 600
4440
7632
7886
R24226
W7 7690
6752
R26869
24002
W1
28406
4370
29237
9642
910
860
690
620 x 270
5336
C8
C9
621
7810
620
620 x 270
620 x 270 789
1750
DATE
3018
2808
REVISION
DESCRIPTION
1667
4900
4575
ITALIAN MARBLE FLOORING
4865 332
D2
11
METRO OFFICE ENTRANCE
5540
5107
W4
REVISION TABLE
5686
F.F.L +1.35 S.S.L +1.30 4455
SLOPE DN 1:10
11
PAVER BLOCKS 35 MM THK
C10
5246
4974
5085
4798
F.F.L +1.15 S.S.L +1.10
2372
C12
620 x 270
743
945
D3 1428
6045
RDS TOWA
MENT BASE
36
35
31
32
30
29
28
18
22
21
D3 G
26
25
23
24
D2
RIN
22
27
KO
TA
FLOO
UP
1114
D7
17 70
101
5
1439
200
2095
570
D4
1280
ROAD LEVEL 0.0 M
70
64
535
31
13 57
06
0
0 95
ITALIAN MARBLE FLOORING
D7
0
512
V
F.F.L +1.35 S.S.L +1.30 KOTA FLOORING
6671
1115
80
11
S.F.L -3.40M
620 x 270 567
6657
H.
LIFT PIT
3000 x 1800 D4 60
UP
62
0
U
48 0
49
05
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
21 A-701
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
02
C20
03 04
620 x 270
AH
05 06
38
0
62
07
15
08
14
14 05
880
23
31
13
09
12
10
360
F.D
5
82
D8
F.F.L 2.50M S.S.L 2.45M
1595
4035
11
13678
0
40
W6
LW4,C18 - 13840
01
134 53 08
3804
49
20
24
620 x 270
04
06
1515
18
C19
C17 - 15690
C18
987
D3
0 33
3
86
W4
W2
700
0 57
80
600
614
93
L.V
38
1749
F.F.L +1.35 S.S.L +1.30
D7
12
05
07
66
85
14
484
90
17
F.F.L +1.35 S.S.L +1.30 62
C15,LW3 - 18660
620 x 270 17
LIFT LOBBY
ITALIAN MARBLE FLOORING
08
C17
D4 1605
06
LW1,LW2,C16 - 20305
W1 43
18
750
224
07
09
2380
1104
W6
36
823
15 A-401
52 64
1101
S.F.L -3.40M
RE STO M ROO
C16
620 x 270
D7
F.D
3000 x 1800
2600
C15
620 x 270
4
509
708
36123
08
LIFT PIT
8
121
43 60
1133
.50M .L 2 M F.F 2.45 .L S.F
736
METRO OFFICE ENTRANCE
1643
P.S W6
18 A-404 ROAD LEVEL 0.15 M
2976
20
19
C12,C13 - 23665
6800
1459
33
17
719
590
09
FLOO
16
5787 194
789 34
RING
TA
KO
37
10
2887
2189
1755
1320
DN
1561
4181
UP
2030
10
KOTA FLOORING
ITALIAN MARBLE FLOORING
03
C21
2756
1851
2359
W.TOILET
6830
F.F.L +1.35 S.S.L +1.10 195
385
D5
D6
254
935
7
415
410
W3
415
410 241
W3
410 365
1005
410 255
670
2440
5115
2641
F.F.L +1.35 S.S.L +1.10
D6
D6
DADO TILE FLOORING
M.TOILET 1570
1125
2200 1537
212
W4
2336
1205
620 x 270
W3
175 476
C22
D5
120
260
1000
TRINIX FLOORING
D6
20 A-601 150 410
F.F.L -2.10M S.S.L -2.15M
D6
70
101 1
02
DADO TILE FLOORING
444
1254
314
W5
13733
6815
3152 1504
60 25
620 x 270
884
875
01 C23
14 02 A-3
620 x 270
13 A-301
KEY PLAN- SCALE 1:500 ROAD LEVEL 0.0 M
17 A-403
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
GROUND FLOOR ARCHITECTURAL A
B
C
D
E
F
G
H
J
K
DRAWING NUMBER:
SHEET NUMBER:
A-202
5
PROJECT NORTH:
L
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C8 120
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
L
4075
1730
1595
EASTINGS
ROAD LEVEL 0.15 M
16 A-402
1260
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
2030
1780
2740
1970
5350
2735
ORIGIN (N 0,E 0)
+ -
SPOT LEVEL 0.0m
5390
5
4570
5545
5545
B 64 230 x 500
997
C1
620 x 270
B1
B2
8685 230 x 500
5065 230 x 500
8680
12
C3
C2
620 x 270
B4 230 x 500
8330
5065
C1 - 48640
15
C2,C3 - 41750
14
C4 - 38700
13
C5 - 37170
12
C6,C7 - 35520
11
C8,C9,C10,C11 - 29250
6890
6640
6612
B 63 230 x 500
88
7
6871
B 62 230 x 500
F.F.L +1.15 S.S.L +1.10
620 x 270
B3 230 x 500
6375
16 N -13005 E 36090
6640
16
B5 230 x 500
15 N -13005 E 36090 3050
N -13005 E 36090
C4
1530
6020
N -22945 E 18605
13
4285
620 x 270
230 B 7 x 50
C7
B8 230 x 500
8725
620 x 270
1650
C6
N -24475 E 22545
B9 5065 230 x 500
0
620 x 270
5065
N -32555 E 26865
C16
0 0 B 3 x 50 0 23 95
1
23 B 0 x 47 50 0
6270
6040
5585 3360
N -47575 E 41440
F.F.L +1.35 S.S.L +1.30
647
8
1 10 6 0 LW x 25 00 18
60
0 96
74
0
620 x 270
5781
B x 50 0 23
46
C19
C20
B 43
00 23 B 0 x 34 50 0
N -51935 E 31385
29
34
36
1484 230 x 500
620 x 270
04 F.F.L +1.35 S.S.L +1.30
03
07
C17 - 15690
06
LW4,C18 - 13840
05
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
5467
4 50 LW x 2 50 32
C15,LW3 - 18660
C18
620 x 270 2895
230 B 36 x5 00
5 547
80
31
5
0
5
7
IT 00 T P 18 M LIF 0 x .40 0 -3 30 .S.L S
230 B 37 x 50 0
487
180
1 11
550
0x
B 3 x 50 0 23
5 50 LW x 2 50 32
4 0 B 2 50 23
1 0
11
1
08
2775
10
5 0 B 2x 50 0 0 23 87
LW1,LW2,C16 - 20305
1645 N -45955 E 36330
B x5 0 23 10
F.F.L +1.35 S.S.L +1.30
05
620 x 270
45
26 00
B 21500 x 230
06
C17
59
B 22500 x 230
5 281
ROAD LEVEL 0.0 M
23 B 4 0x 8 50 0
0
0
05
62
B 5x 500 0 23
B 23500 x 230
09
2970
5 619
0
109
187
3
5
241
2415
2 LWx 250 250
5257 230 x 500
1850
0
3 LWx 250 0 325
C15
B 29
4575 230 x 500
N -41850 E 31705
7 0 B 2 x 50 0 23
3430
B 28
620 x 270
109
PIT LIFT x 1800 0 300 .40M .L -3 S.S
B 15500 x
620 x 270 15 A-401
20 00 5
B x 230
1 LW 250 0x 180
230
08
B 16500 x 230
ROAD LEVEL 0.15 M
816
B 38 230 x 500
N -54770 E 41440
3117
C21
675
4
620 x 270
B 42 230 x 500
2661
1218
B 41 230 x 500
02
B 39 230 x 500
7146
6616
93
3520
F.F.L +1.35 S.S.L +1.10
230 B 35 x5 00
23 B 4 0x 5 50 0 76
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
1355
02
6205
03
B 52 230 x 500
04
B 44 230 x 500
05
06
B 49 230 x 500
07
18 A-404
3945
08
01
41
09
21
1
14
20
C12,C13 - 23665
N -37960 E 36090
2
.20M M .L 0 F.F 0.15 .L S.S
B 19
10
N -37840 E 28645
42
10
19
114
2786
09
13
11
18
17
DESCRIPTION
5065 230 x 500
B 5 x 500 0 23
12
16
REVISION
C13
620 x 270
3370
3036
22
15
B 17500 x 230
5330
B 56 230 x 500
5301
C12
B 18
M FRO ENT UP M BASE
DATE
6905 230 x 500
4
REVISION TABLE
2835
6969
B 54 0 230 x 50
5306
4678
B 55500 x 230
F.F.L +1.15 S.S.L +1.10
620 x 270
576
B 13 230 x 500
N -32395 E 36090
F.F.L +1.35 S.S.L +1.30
B 14500 x 230
10
6040
C11
620 x 270
B 12 230 x 500
5330
N -22945 E 18605
8725
3430
5054 230 x 500
B 59 230 x 500
6000
5599
N -32605 E 16175
C10
B 11
620 x 270
5060 230 x 500
620 x 270
11
C9
B 10
C8
N -26125 E 36090
B 58 230 x 500
7490
9400
B 230 x57 500
N -25125 E 26865
6205
12
07
6020
B 61 230 x 500
C5
620 x 270
5970
3915
5789
230 B 6 x 50 0
14
B 60 230 x 500
620 x 270
N -58290 E 30575
2662
B 40 230 x 500
C22
3220
620 x 270 N -61510 E 41440
3630
1121
0
01 C23
14 02 A-3
620 x 270
13 A-301
KEY PLAN- SCALE 1:500 ROAD LEVEL 0.0 M
17 A-403
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
GROUND FLOOR STRUCTURAL A
B
C
D
E
F
G
H
J
K
DRAWING NUMBER:
SHEET NUMBER:
S-202
6
PROJECT NORTH:
L
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C8 120
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
L
16 A-402
+ -
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
EASTINGS
ROAD LEVEL 0.15 M
SPOT LEVEL 0.15m
E UP SLOP 1:10
UP
16
15
C1 - 48640
15
C2,C3 - 41750
14
C4 - 38700
13
C5 - 37170
12
C6,C7 - 35520
11
C8,C9,C10,C11 - 29250
4293
9486
16
22 A-801
C4
620 x 270
14
440
9131
580
4293
726
663
W7
586
615
13
C5
581
620 x 270 1478
4216
W7
5145
12
645
C6
600
4440
7632
620 x 270
R24226
7690
W6 R26869
9642
4370
910
620 x 270
690
860
5085
5336
621
C9
REVISION TABLE
485
789
620 x 270
DATE
1792
SLOPE DN 1:10
C8
620 x 270
C10
5246
4974
11
W1
REVISION
DESCRIPTION
3018
F.F.L +4.65 m S.S.L +4.60 m 4575
4455
ITALIAN MARBLE FLOORING
W1 2 1133
5107
W4
C12
620 x 270
965
515
D3
10
2387
53
52
51
50
40
41
42
43
W1
49
48
47
UP
1643 1114
D7 43 60
5
1280
535
31
0
F.F.L +4.65 m S.S.L +4.60 m KOTA FLOORING
6671
1124
80
11
S.F.L -3.40M
620 x 270 567
6657
3000 x 1800 D4 60
134
62
18 0
53 08
3804
49
20
24
C20
620 x 270
U AH
48 0 49
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
21 A-701
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
22
UP
21
38
0
62
620 x 270
24 25 26
17
27
16
28
15
29
36
30
35
31
34
32
880
23
23
20 19 18
31
360
0
82
D8
F.D
5
F.F.L 5.80 M S.S.L 5.75 M
1595
4035
33
13678
40
W2
05
C18
987
D3
0 33
V
H.
LIFT PIT
W4
04
LW4,C18 - 13840
06
ITALIAN MARBLE FLOORING
D7
512
63
W2
700
0
95
600 614
0
80
57
L.V
38
62
1749
F.F.L +4.65 M S.S.L +4.60 M
D7
0 93
12
C19
06
66
57
13
85 14
484
90
17
F.F.L +4.65 M S.S.L +4.60 M
05
C17 - 15690
C17
620 x 270 17
LIFT LOBBY
8
07
70
64
D4
ITALIAN MARBLE FLOORING
C15,LW3 - 18660
43
18
750
1605
06
08 W1
224
ROAD LEVEL 0.0 M
LW1,LW2,C16 - 20305
2380 2095
200
D4
36
823
570
W2
09
4 29
52
64
1101
1104
RE STO M ROO
620 x 270
D7
F.D
S.F.L -3.40M
C16
70 17
101
708
LIFT PIT
3000 x 1800
2600
620 x 270
15 A-401
509
1133
M .80 M .L 5 F.F 5.75 .L S.F
C15
08
ROAD LEVEL 0.15 M
W1
KOTA
44
P.S W2
18 A-404
45
46
1561
58
54
39
5787
1702
09
57
38
C12,C13 - 23665
345
605 55
37
5723
3000
5M +4.6 M F.F.L +4.60 NG .L S.S FLOORI
789 56
07
10
6045
4181
KOTA FLOORING
ITALIAN MARBLE FLOORING
03
2729
1851
2359 6830
F.F.L +1.35 S.S.L +1.10 195
20 A-601 150 410
260
1000
1005
415
410 241
W3
W3
410 365
410 255
410
670
2440
5115
2641
F.F.L +1.35 S.S.L +1.10
D6 M.TOILET
1570
2200
1537
212
01
D6
DADO TILE FLOORING
1125
W4
2336
1205
620 x 270
415
W3
175 476
C22
D5
120
02
D6
70
101 1
D6
1254
D5
D6
254
935
620 x 270
DADO TILE FLOORING
444
385
314 7
W5
13733
6815
3152
W.TOILET
1504
60 25
C21
884
875
5596
C23
14 02 A-3
620 x 270
13 A-301
KEY PLAN- SCALE 1:500 ROAD LEVEL 0.0 M
17 A-403
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
TYPICAL FLOOR ARCHITECTURAL A
B
C
D
E
F
G
H
J
K
DRAWING NUMBER:
SHEET NUMBER:
A-203
7
PROJECT NORTH:
L
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C8 120
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
L
4075
1730
1595
EASTINGS
ROAD LEVEL 0.15 M
16 A-402
1260
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
2030
1780
2740
1970
5350
2735
ORIGIN (N 0,E 0)
+ -
SPOT LEVEL 0.0m
16
C1 - 48640
15
C2,C3 - 41750
14
C4 - 38700
13
C5 - 37170
12
C6,C7 - 35520
11
C8,C9,C10,C11 - 29250
6890
16
3050
15
C4
620 x 270 230 B 1 x 50 0
14
3915
C5
1530
620 x 270 N -22945 E 18605 4285
230 B 2 x 50 0
C6
620 x 270
N -24475 E 22545
N -25125 E 26865
7490
9400
B 230 x48 500
B 230 x47 500
12
1650
13
6270
5599
B 49 230 x 500
C9
C10
620 x 270 5054 230 x 500
5060 230 x 500
620 x 270
11
620 x 270 B4
B3
C8
N -32605 E 16175
N -22945 E 18605
REVISION TABLE
N -32555 E 26865
DATE
3036
37
30
29
5585 3360
23 26
27
28
25
24
7 00 5
B x 230
0 0
06
LW4,C18 - 13840
05
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
1645
C17 - 15690
2970
N -47575 E 41440 2775
22 01
20
02 03
18
04
17
05
0
16
06
15
07
14
08
B x 50 0 23
0
37 B 26 230 x 500
N -51935 E 31385
34
29
B 23 230 x 500
00 23 B 0 x 19 50 0
6 0
B 3 x 50 0 23
620 x 270
230 B 32 x5 00
03
13
816
1355
21
19
09 10
12
11 UP FROM G.LEVEL
F.F.L 2.50M S.S.L 2.45M
N -54770 E 41440
B 27
3117 230 x 500
C21
675
4
620 x 270
B 22 230 x 500
2661
1218
B 30 230 x 500
02
B 28 230 x 500
7146
6616
93
3520
F.F.L +1.35 S.S.L +1.10
230 B 20 x5 00
23 B 3 0x 3 50 0 76
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
2835
60
5781
230 B 21 x5 00
F.F.L +4.65 M S.S.L +4.60 M
C20
36
07 C18
620 x 270
74
620 x 270
230 B 25 x 50 0
2895
647 1
15
23 B 0 x 34 50 0
6 0 LW x 25 00 18
C19
04
C15,LW3 - 18660
1850
F.F.L +4.65 M S.S.L +4.60 M
96
05
5
0
11
4
32
487
180
B 24 230 x 500
95
550
IT 00 T P 18 M LIF 0 x .40 0 -3 30 .S.L S
4 50 LW x 2 50
31
B 1 x 50 0 23
5 50 LW x 2 50 32
8
B 3x 500 230
3 0 B 1 x 50 0 23 80
08
N -45955 E 36330
8 0
11
1
C17
620 x 270
5467
1
10
4 0 B 1 x 50 0 0 23 87
45
7 0 B 1 x 50 0 23
10 11
B 41500 x 230
230
F.F.L +4.65 S.S.L +4.60
LW1,LW2,C16 - 20305
9 59
23 B 3 0x 5 50 0
5 0 B 1 x 50 0 0 23
B 10500 x
06
05
B 11500 x 230
5
281
09
62
B 3x 500 0 23
2415
B 12500 x 230
1484
109
0
187
3
5
619
3 LWx 250 0 325
2 LWx 250 250
N -41850 E 31705
6 0 B 1 x 50 0 23
109
B 6 500 x 230
5 241
ROAD LEVEL 0.0 M
C16
620 x 270
2
PIT LIFT x 1800 0 300 .40M .L -3 S.S
9 263
C15
15 A-401
B 9 500 x 230
1 LW 250 0x 180
.50M .L 2 M F.F 2.45 .L S.F
620 x 270
ROAD LEVEL 0.15 M
44
43
18 A-404
0
31
C12,C13 - 23665
50
36
42
10
N -37840 E 28645
B 4x 500 0 23
32
41
B 8 500 x 230
42
35
40
39
4
576
114
09
33
38
B 43500 x 230
8 592
34
07
5306
B 45 0 230 x 50
C12
M FRO UP UND GRO L LEVE
08
DESCRIPTION
620 x 270 B 5 500 x 230
9964
B 44 230 x 500
10
B 46500 x 230
4678
F.F.L +4.65 M S.S.L +4.60 M
REVISION
N -58290 E 30575
2662
B 29 230 x 500
C22
3220
620 x 270
1122
01 14 02 A-3
N -61510 E 41440
3630 0
B 230 x31 500
C23
620 x 270
13 A-301
KEY PLAN- SCALE 1:500 ROAD LEVEL 0.0 M
17 A-403
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
TYPICAL FLOOR STRUCTURAL A
B
C
D
E
F
G
H
J
K
DRAWING NUMBER:
SHEET NUMBER:
S-203
8
PROJECT NORTH:
L
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C8 120
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
L
16 A-402
+ -
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
EASTINGS
ROAD LEVEL 0.15 M
SPOT LEVEL 0.15m
E UP SLOP 1:10
UP
16
16
C1 - 48640
15
15
C2,C3 - 41750
14
C4 - 38700
13
C5 - 37170
12
C6,C7 - 35520
11
C8,C9,C10,C11 - 29250
C4
620 x 270
14 9161
3870
13 C5
436
620 x 270
5
C6
5347
620 x 270
2981
12
9792 R26869
SLOPE DN 1:200
C8
620 x 270
F.F.L +14.55 M S.S.L +14.50 M
REVISION TABLE DATE
ED OP SL 00 1:2
SLOPE DN 1:10
11
C10
620 x 270
IPS FLOORING WITH WATERPROOFING
REVISION
DESCRIPTION
N 3
1141
C12
963
620 x 270
D3
10
10
56
57
58
53
54
52
39
38
40
42
43
49
48
46
47
UP
1593 1070
708
INE
H MAC LIFT M ROO
5M 16.0 0 M .L + F.F +16.0 .L S.S
D4 473
LW1,LW2,C16 - 20305
08
C15,LW3 - 18660
07
C17 - 15690
06
LW4,C18 - 13840
05
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
C17
620 x 270 17
31
3514
65
5 50 LW x 2 50 32
77
554
710
DN 1124
9 48
620 x 270
37 34
DN
59
58
5
0 14
F.F.L +14.55 M S.S.L +14.50 M
0
35
1545
IPS FLOORING WITH WATERPROOFING
FC4 300X300
21 A-701
21
23
20
24
19
25
18
26
17
27
16
28
15
29
36
30
35
31
34
32 33
13814
D4 0 48
C19
134
62
H AC TM LIF OOM R
KOTA FLOORING
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
22
N
E IN
1 47
F.F.L +14.55 m S.S.L +14.50 m
D PE SLO 0 1:20
6 0 LW x 25 00 18
1557
5M 6.0 +1 6.0M +1 .L .S
74
60
S
05
620 x 270 570
24
11
.L
F.F
615
97
81
C18
985
D3
29
1
3 44
33
FC 6 300X300 W2
UP
06
04
09
80 74
IPS FLOORING WITH WATERPROOFING
1160
FC 3 300X300
F.F.L +14.55 M S.S.L +14.50 M
UP
4062
ROAD LEVEL 0.0 M
620 x 270 SL 1:2 OPE 00 DN
1266
2629
620 x 270
15 A-401
C16
1104
M .80 M .L 5 F.F 5.75 .L S.F
C15
08
07
ROAD LEVEL 0.15 M
KOTA
45
P.S W6
18 A-404
44
50
51
41
C12,C13 - 23665
5773
1404
1459
09
55
37
2982
162
FC 1 300X300
5M +4.6 M F.F.L +4.60 NG .L S.S FLOORI
3563
2016
4320
F.F.L 5.80 M S.S.L 5.75 M KOTA FLOORING
03 C21
620 x 270
3059
13733
FC 5 300X300
SL 1:2 OPE 00 DN
20 A-601
314
7
1257
2740
02
N PE D SLO 0 1:20
C22
2760
620 x 270
P.S 2742
01 C23
14 02 A-3
620 x 270
13 A-301
KEY PLAN- SCALE 1:500 ROAD LEVEL 0.0 M
17 A-403
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
TERRACE PLAN ARCHITECTURAL A
B
C
D
E
F
G
H
J
K
DRAWING NUMBER:
SHEET NUMBER:
A-204
9
PROJECT NORTH:
L
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C8 120
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
L
16 A-402
1260
4075
1730
1595
2030
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
EASTINGS
ROAD LEVEL 0.15 M
1780
2740
1970
5350
2735
ORIGIN (N 0,E 0)
+ -
SPOT LEVEL 0.0m
16
C1 - 48640
15
C2,C3 - 41750
14
C4 - 38700
13
C5 - 37170
12
C6,C7 - 35520
11
C8,C9,C10,C11 - 29250
6890
16
3050
15
C4
620 x 270 3915
C5
9107
620 x 270
230 B 1 x 50 0
13
1530
14
4375
1650
C6
620 x 270 230 B 2 x 50 0
5599
B 48 230 x 500
6270
9400
B 47
7490 230 x 50
0
B 230 x46 500
12
C9
620 x 270 5054 230 x 500
5060 230 x 500
620 x 270
11
B4
B3
C8
C10
620 x 270
REVISION TABLE DATE
DESCRIPTION
5306
B 45500 x 230
5585
B 44 0 230 x 50
4678
6950
B 43 230 x 500
F.F.L +14.55 M S.S.L +14.50 M
REVISION
FC 2 300X300
C12
620 x 270
92
91
90
7 00 5
B x 230
9 00 5
B x 230
1 LW 250 0x 180
0M 12.4 M F.F.L 12.35 .L S.S
6 0 B 1 50
7
0x 23 77
38 500
B x 0 23
61
FC 6 300X300
6 0
B 24 230 x 500
620 x 270
14
9 0 B 1 50
0 23
x
67
84
68
83
69 70
81
71
80
72
79
73
78
FC4 300X300
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
UP
B 27
3117 230 x 500
03
C21
4
FC 5 300X300
675
230 B 20 x5 00
75
F.F.L 12.40M S.S.L 12.35M
3
F.F.L +14.55 M S.S.L +14.50 M
620 x 270
02
B 28 230 x 500 2661 7146
6616
B 22 230 x 500
23 B 3 0x 3 50 0
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
76
435
40
74
77
230 B 32 x5 00
89
05
2775 66
85
82
C20
94 35
21
04
F.F.L 14.55M S.S.L 14.50M 86
1218
620 x 270
LW4,C18 - 13840
1355
B 3 x 50 0 23
C19
06
87
6951
05
23 B 0 x 34 50 0
B 30 230 x 500
4
15
C17 - 15690
C18
620 x 270 2552
230 B 25 x 50 0
647 1
550
88
6 0 LW x 25 00 18
07 1850
487 5
FD 4 300X300
5 50 LW x 2 50 32
10 66
230 B 21 x5 00
7
B 3x 500 230
3 0
C15,LW3 - 18660
C17
620 x 270
180 0
B 1 x 50 0 23
08 2970
45
FC 3 300X300
06
LW1,LW2,C16 - 20305
2835
23 B 3 0x 5 50 0
B 10500 x 230
ROAD LEVEL 0.0 M
09
3520
5 241
59
2
523
5781
3 LWx 250 0 325
2415
07
B 40500 x 230
15 A-401
B 6 500 x 230
5
C15
620 x 270
619
263
08
C16
620 x 270
1645
93
94
18 A-404 ROAD LEVEL 0.15 M
3360 89
9
95
110
C12,C13 - 23665
82
96
109
10
B 3x 500 0 23
97
98
108 107
4
2
B 41500 x 230
2897
09
101
106
105
114
99
104
576
B 8 500 x 230
41
100
UP
103 102
3036
FC 1 300X300
M 4.55 M .L 1 F.F 14.50 .L S.S
B 42 00 x5 230
B 5 500 x 230
10
2662
B 29 230 x 500
C22
3220
620 x 270
3630
1122
0
01 14 02 A-3
B 230 x31 500
C23
620 x 270
13 A-301
KEY PLAN- SCALE 1:500 ROAD LEVEL 0.0 M
17 A-403
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
TERRACE PLAN STRUCTURAL A
B
C
D
E
F
G
H
J
K
DRAWING NUMBER:
SHEET NUMBER:
S-204
10
PROJECT NORTH:
L
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C8 120
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
L
16 A-402
+ -
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
EASTINGS
ROAD LEVEL 0.15 M
SPOT LEVEL 0.15m
E UP SLOP 1:10
UP
16
16
C1 - 48640
15
15
C2,C3 - 41750
14
C4 - 38700
13
C5 - 37170
12
C6,C7 - 35520
11
C8,C9,C10,C11 - 29250
C4
620 x 270
14 9161
3870
13 C5
620 x 270
4314
5347
C6
620 x 270
2981
12
9792 R26869
SLOPE DN 1:200
C8
620 x 270
F.F.L +14.55 M S.S.L +14.50 M
REVISION TABLE DATE
PE SLO 00 1:2
SLOPE DN 1:10
11
C10
620 x 270
REVISION
DESCRIPTION
DN
IPS FLOORING WITH WATERPROOFING
3
1141
C12
620 x 270
10
10
6182
C12,C13 - 23665
18 A-404
2016 5761
ROAD LEVEL 0.15 M
DOMESTIC
FLUSHING
P.S
E
HIN MAC LIFT M ROO
15 A-401
4044
473
09
LW1,LW2,C16 - 20305
08
C15,LW3 - 18660
07
C17 - 15690
06
LW4,C18 - 13840
05
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
80 74
IPS FLOORING WITH WATERPROOFING
C17
620 x 270
1160
FC 3 300X300
F.F.L +14.55 M S.S.L +14.50 M
UP
D4
ROAD LEVEL 0.0 M
620 x 270 SL 1:2 OPE 00 DN
1265
C15
620 x 270
5M 16.0 .L + 6.0M 1 F.F .L + S.S
2429
5
08
C16
1122
W6
474
07
1404
1070
09
17
31
3514
65
77
592
C18
UP
620 x 270 05 7 30 299
06
31
81
25
33
07
49 0
620 x 270
13814
134
DOMESTIC
37 34
7575
59
58
F.F.L +14.55 M S.S.L +14.50 M
14
04
5M 6.0 +1 6.0M 1 L+
S. S.
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
6595
0
48
C19
F.F
DN
AC TM LIF OOM R
D4
E
PE SLO 0 1:20
1
47
N HI
62
60
11
.L
05
21 A-701
44
05
0
35
IPS FLOORING WITH WATERPROOFING
FC4 300X300
FLUSHING
03 SL 1:2 OPE 00 DN
C21
620 x 270
2786
13757
3645
20 A-601
314
7
1257
2740
02
N PE D SLO 0 1:20
C22
2760
620 x 270
P.S 2742
01 C23
14 02 A-3
620 x 270
13 A-301
KEY PLAN- SCALE 1:500 ROAD LEVEL 0.0 M
17 A-403
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
OHT LEVEL ARCHITECTURAL A
B
C
D
E
F
G
H
J
K
DRAWING NUMBER:
SHEET NUMBER:
A-205
11
PROJECT NORTH:
L
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
C8 120
C4,C15 1380
C9,LW1,LW3,C19 5455
C5,LW2 7185
LW5 8780
C2,C6,C10,LW4,LW6 10810
C12 12590
C16,C22 15330
C20 17300
C1,C3,C7,C11,C13,C17 20035
C18,C21,C23 25385
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
L
16 A-402
1260
4075
1730
1595
2030
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
EASTINGS
ROAD LEVEL 0.15 M
1780
2740
1970
5350
2735
ORIGIN (N 0,E 0)
+ -
SPOT LEVEL 0.0m
16
C1 - 48640
15
C2,C3 - 41750
14
C4 - 38700
13
C5 - 37170
12
C6,C7 - 35520
11
C8,C9,C10,C11 - 29250
6890
16
3050
15
1530
14 8983
1650
13
6270
12
F.F.L +14.55 M S.S.L +14.50 M
11
REVISION TABLE REVISION
DESCRIPTION
5585
DATE
FC 2 300X300
3036
0M
.L S.S
17.3
ROAD LEVEL 0.15 M
5
B 2 500 x 230
620 x 270
3 LWx 250 0 325
M 7.30
09
LW1,LW2,C16 - 20305
08
C15,LW3 - 18660
07
C17 - 15690
06
LW4,C18 - 13840
05
C19,LW5,LW6 - 11065
04
C20 - 9710
03
C21 - 6875
02
C22 - 3355
01
C23 - 135
1645
0
C15
B 3 500 x 230
1 LW 250 0x 180
260
08
18 A-404
127 3102
B 13 0 50 230 x
09
C12,C13 - 23665
3360
FC 1 300X300
10
B 14 00 x5 230
B 1 500 x 230 5795
10
2415
5
523
4 00 5
B x 230
FC 5 300X300
FC 3 300X300
1850
B 12500 x 230
07
ROAD LEVEL 0.0 M
5 241
15 A-401
2970
.L 1
S.S
3743
2794
04
F.F.L +14.55 M S.S.L +14.50 M 35
94
B 6 x 50 0 23
0
F.F.L 12.40M S.S.L 12.35M
FC4 300X300
2835
C19
620 x 270
F.F.L 14.55M S.S.L 14.50M
3117
03
C21
B8 230 x 500
620 x 270
3520
FC 6 300X300
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
1355
1 0 B 1 x 50 0 94 23 23
05
2775
M .30 17
5781
.L
S.S
6906
4
230 B 7 x 50 0
B9 230 x 500
550
0 B 5 x 50 0 9 23 534
B 10 230 x 500
06
7146 3220
02
01 14 02 A-3
13 A-301
KEY PLAN- SCALE 1:500 ROAD LEVEL 0.0 M
17 A-403
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
OHT LEVEL STRUCTURAL A
B
C
D
E
F
G
H
J
K
DRAWING NUMBER:
SHEET NUMBER:
S-205
12
PROJECT NORTH:
L
SCALE : 1:200 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
GENERAL NOTES
03
02
01
04
05
06
08
07
09
12
11
10
13
16
15
14
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
OHT TOP LEVEL 17.30 M
OHT TOP LEVEL S.S.L 17.30 M
DOMESTIC
B21
2055
1850
FLUSHING
B23 TERRACE FLOOR LEVEL F.F.L 14.55 M S.S.L 14.50 M
100 MM COPING
D3
12 MM MOSAIC FLOORING 12 MM WATERPROOFING LAYER
B 20 540
540
KOTA FLOORING
510
W3
W3
2110
1950
W2
980 2110
1950
D6
DADO TILE FLOORING
REVISION TABLE
B22
W1
D3
980
KOTA FLOORING
D3
W1
W1
W1
FIRST FLOOR LEVEL 4.65 M
3100
B 40
640
MID LANDING F.F.L 2.50 M S.S.L 2.45 M
B 21 540
980
540
KOTA FLOORING
510
W3
D6
2110
1950
DADO TILE FLOORING
D1
B 22
W1
1015
B 38
B 31
B 13
B 20
B9
B1
B5
GROUND FLOOR LEVEL 1.35 M
B2
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
1630
B 39 1429
B 40
288
3275
160
765
PODIUM LEVEL F.F.L 1.20 S.S.L 1.15
D1
W1
D3
1570 430
430
160
640
W2
KOTA FLOORING
720
1950
D6 1570
2900
W3
GROUND FLOOR LEVEL F.F.L 1.35 M S.S.L 1.30 M
TOILET F.F.L 1.15 S.S.L 1.10
DADO TILE FLOORING
1150
100 THK LEDGE BRICKWALL
510
TOILET F.F.L 1.15 S.S.L 1.10
200 THK EXTERNAL BRICKWALL
3462
B 20
1000
B 19 B 18
DESCRIPTION
W1
1011
765
720
25 MM SCREEDING 200 MM BRICK BAT
REVISION
B22
2110
1950
DADO TILE FLOORING
DATE
W2
KOTA FLOORING
160
430
430
160
SECOND FLOOR LEVEL 7.95 M
3300
510
TOILET F.F.L 4.45 S.S.L 4.40
1570
1150
1570
D6
FIRST FLOOR LEVEL F.F.L 4.65 M S.S.L 4.60 M
1000
540
540 510
W3
D6
640
10MM DADO TILE FLOORING
W3
W1
B23
MID LANDING F.F.L 5.80 M S.S.L 5.75 M
B21
DADO TILE FLOORING
1950
2900
TOILET F.F.L 4.45 S.S.L 4.40
W1
14365 3100
640
B 20
B 18
12 MM HPL TOILET PARTIONS
W1
1011
720
765
B 19
12MM THK INTERNAL NEERU PLASTER
W2
KOTA FLOORING
RCC UPSTAND BEAM 250X 600 MM 150MM THK RCC SLAB
0.0 M
160
430
160
430
640
100 MM LEDGE WALL FOR PLUMBING SERVICES
TOILET F.F.L 7.75 S.S.L 7.70
1570
D6
SECOND FLOOR LEVEL F.F.L 7.95 M S.S.L 7.90 M
1000
539
KOTA FLOORING
510
W3
1570
10MM CERAMIC TILE
W3
W1
THIRD FLOOR LEVEL 11.25 M
B23
MID LANDING F.F.L 9.10 M S.S.L 9.05 M
B 21
540 510
DADO TILE FLOORING
1950
2900
12 MM INTERNAL NEERU PLASTER
TOILET F.F.L 1.75 S.S.L 1.70
W1
3300
B 20
B 18
12 MM HPL (HIGH PRESSURE COMPACT LAMINATE)TOILET PARTIONS
W1
440 3100 640
B 19
W1
1010
160
430
160
430
640
100 MM HT SKIRTING OF 10MM CERAMIC TILE
B22
D3 765
1150
25 MM THK EXTERNAL NEERU PLASTER
DADO TILE FLOORING
720
1570
D6
W2
KOTA FLOORING
1570
D6
THIRD FLOOR LEVEL F.F.L 11.25 M S.S.L 11.20 M
TOILET F.F.L 11.05 S.S.L 11.00
DADO TILE FLOORING
1950
2900
200 THK EXTERNAL BRICKWALL
TOILET F.F.L 11.05 S.S.L 11.00
510
980
10MM CERAMIC WALL TILES
B23
MID LANDING F.F.L 12.40 M S.S.L 12.35 M
B21
3300
B 19 B 18
TERRACE FLOOR LEVEL 14.55 M
1020
1001
4350
TERRACE LEVEL F.F.L 14.50 S.S.L 14.30
1015
TERRACE LEVEL F.F.L 14.50 S.S.L 14.30
1015
883
200 MM THK PARAPAT
10MM CERAMIC WALL TILES
TERRACE PARAPET LEVEL 15.50 M
2245
2216
KOTA FLOORING
D9
250 MM THK RETAINING WALL
1500
DOMESTIC TANK
BASEMENT PARKING TRINIX FLOORING F.F.L -2.10 S.S.L -2.15
BASEMENT PARKING TRINX FLOORING F.F.L -2.10 S.S.L -2.15
BASEMENT PARKING TRINIX FLOORING F.F.L -2.10 S.S.L -2.15
3100
2750
BASEMENT PARKING TRINIX FLOORING F.F.L -2.10 S.S.L -2.15
FIRE FIGHTING TANK
2825
3040
12MM WATERPROOFING LAYER
BASEMENT PARKING TRINIX FLOORING F.F.L -2.10 S.S.L -2.15
BASEMENT PARKING TRINIX FLOORING F.F.L -2.10 S.S.L -2.15
BASEMENT PARKING TRINIX FLOORING F.F.L -2.10 S.S.L -2.15
BASEMENT LEVEL -2.10 M
230 RUBBLE SOILING B 40
B 39
B 38
B 31
B 20
B 13
B1
B9
B5
B2
BACKFILLING
KEY PLAN- SCALE 1:500
13 A-301
ARCHITECTURAL SECTION 01
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
SECTION 01
DRAWING NUMBER:
SHEET NUMBER:
A-301
13
PROJECT NORTH:
SCALE : 1:100 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
GENERAL NOTES
11
08
09
10
07
05
06
04
03
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
02
OHT TOP LEVEL 17.30 M
OHT
LIFT MACHINE ROOM
LIFT MACHINE ROOM
SPACE FOR SERVICES
1950
100 MM COPING 200 MM THK PARAPAT
1950
TERRACE PARAPET LEVEL 15.50 M SPACE FOR SERVICES
TERRACE FLOOR LEVEL 14.55 M B21
B21
B21 MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
B21
B21
B21
B21
MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
ITALIAN MARBLE FLOORING SMOOTH FINISH
ITALIAN MARBLE FLOORING SMOOTH FINISH
W2
SECOND FLOOR LEVEL F.F.L 7.95 M S.S.L 7.90 M
560
440
MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
B21
W2
BASEMENT LOBBY F.F.L -2.10 S.S.L -2.15
D4
W1
3150
3150
VOID
3150
2015
W9
ITALIAN MARBLE FLOORING SMOOTH FINISH
OFFICE FLOOR
ITALIAN MARBLE FLOORING SMOOTH FINISH
B21
B21
REVISION TABLE
W1
SECOND FLOOR LEVEL 7.95 M
DATE
REVISION
DESCRIPTION
B21
B21
B21
W2
SECOND FLOOR LEVEL F.F.L 7.95 M S.S.L 7.90 M
W1
ITALIAN MARBLE FLOORING SMOOTH FINISH
MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
2015
B23
B21
MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
THIRD FLOOR LEVEL 11.25 M
B21
B21
VOID
WINDOW SILL 100 MM
OFFICE FLOOR
W1
2015
MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
W2
ITALIAN MARBLE FLOORING SMOOTH FINISH
B21
B21
CHAJJA 100MM HT FOR WINDOW
THIRD FLOOR LEVEL F.F.L 11.25 M S.S.L 11.20 M
W1
560
W1
3000
BASEMENT LOBBY F.F.L -2.10 S.S.L -2.15
D4
560
W9
3000
MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
THIRD FLOOR LEVEL F.F.L 11.25 M S.S.L 11.20 M
560
25 MM THK EXTERNAL NEERU PLASTER
3000
2015
W2 RCC SUN SHADE ON WINDOW SIDE
MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
B21
560
W1
2015
3150
3150
BASEMENT LOBBY F.F.L -2.10 S.S.L -2.15
D4
FIRST FLOOR LEVEL F.F.L 4.65 M S.S.L 4.60 M
W1
ITALIAN MARBLE FLOORING SMOOTH FINISH
ITALIAN MARBLE FLOORING SMOOTH FINISH
ITALIAN MARBLE FLOORING SMOOTH FINISH
OFFICE FLOOR
B21
B21
B21
W1
FIRST FLOOR LEVEL 4.65 M
B21
B21 B21
MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
W2
560
FIRST FLOOR LEVEL F.F.L 4.65 M S.S.L 4.60 M
W2
440
W9
3150
2015
W2 MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
560
440
W9
D4
W1
VOID GROUND FLOOR LEVEL F.F.L 1.35 M S.S.L 1.30 M
W1
ITALIAN MARBLE FLOORING SMOOTH FINISH
2015
3150
BASEMENT LOBBY F.F.L -2.10 S.S.L -2.15
ITALIAN MARBLE FLOORING SMOOTH FINISH
OFFICE FLOOR
W2
ITALIAN MARBLE FLOORING SMOOTH FINISH
W1
GROUND FLOOR LEVEL 1.35 M
560
VOID GROUND FLOOR LEVEL F.F.L 1.35 M S.S.L 1.30 M
W2
3150
3150
2015
W2 MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
230 RUBBLE SOILING B21 B21
B21
D4
BASEMENT PARKING F.F.L -2.10 S.S.L -2.15
TRINIX FLOORING
BASEMENT LOBBY F.F.L -2.10 S.S.L -2.15
BASEMENT PARKING F.F.L -2.10 S.S.L -2.15
LIFT PIT S.S.L -3.40
BASEMENT LEVEL -2.10 M
TRINIX FLOORING
ITALIAN MARBLE FLOORING SMOOTH FINISH
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
3150
MATTE FINISH ACRYLIC ENAMEL PAINT ON WALLS
250 MM THK RETAINING WALL
3075
12MM WATERPROOFING LAYER
B21
LIFT PIT S.S.L -3.40
KEY PLAN- SCALE 1:500 PROJECT NAME:
METRO RAIL OFFICE
14 A-302
ARCHITECTURAL SECTION 02
SHEET TITLE:
SECTION 2
DRAWING NUMBER:
SHEET NUMBER:
A-302
14
PROJECT NORTH:
SCALE : 1:100 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
GENERAL NOTES
A
B
C
D
E
F
G
H
J
K
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
L
OHT LEVEL 19.50 M 0.0 M
TERRACE FLOOR LEVEL 14.55 M
1000
TERRACE PARAPET LEVEL 15.50 M
0.0 M
200 MM THK PARAPAT
W2
100MM BOX SECTIONS ALUMINIUM FINS @150MM C/C FIXED USING ALUMINIUM CHANNEL STUBS 3300
W2
W2 200 THK EXTERNAL BRICKWALL
W6
W4
W4
W5
W4 25 MM THK EXTERNAL NEERU PLASTER ROUGH TEXTURE WIITH DISTEMPER PAINT
THIRD FLOOR LEVEL 11.25 M W2
100MM BOX SECTIONS ALUMINIUM FINS @150MM C/C FIXED USING ALUMINIUM CHANNEL STUBS
3300
W2 W6
W5
0.0 M
0.0 M
SECOND FLOOR LEVEL 7.95 M
200 THK EXTERNAL BRICKWALL
W2 W4
W4
W4
25 MM THK EXTERNAL NEERU PLASTER ROUGH TEXTURE WIITH DISTEMPER PAINT
0.0 M
REVISION TABLE W2
100MM BOX SECTIONS ALUMINIUM FINS @150MM C/C FIXED USING ALUMINIUM CHANNEL STUBS
DATE
REVISION
DESCRIPTION
3300
200 THK EXTERNAL BRICKWALL
W2 W6
W2 W4
W4
W5
W4
25 MM THK EXTERNAL NEERU PLASTER ROUGH TEXTURE WIITH DISTEMPER PAINT
FIRST FLOOR LEVEL 4.65 M W2
100MM BOX SECTIONS ALUMINIUM FINS @150MM C/C FIXED USING ALUMINIUM CHANNEL STUBS
3300
W2 W6
W4
200 THK EXTERNAL BRICKWALL
W2 W4
W5
W4
25 MM THK EXTERNAL NEERU PLASTER ROUGH TEXTURE WIITH DISTEMPER PAINT
GROUND FLOOR LEVEL 1.35 M LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
15 A-401
ARCHITECTURAL ELEVATION 01
KEY PLAN- SCALE 1:500 PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
ELEVATION 1
DRAWING NUMBER:
SHEET NUMBER:
A-401
15
PROJECT NORTH:
SCALE : 1:100 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
GENERAL NOTES
K
L
H
J
G
E
F
D
B
C
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
A
OHT LEVEL 19.50 M 0.0 M
-6.0 M
TERRACE PARAPET LEVEL 15.50 M
3300
TERRACE FLOOR LEVEL 14.55 M
W2 W1
W1
W1
W1
W7
W7
THIRD FLOOR LEVEL 11.25 M
3300
0.0 M
W2 W1
W1
W1
W1
W7
W7
14302
0.0 M
SECOND FLOOR LEVEL 7.95 M
3300
REVISION TABLE DATE
W2 W1
W1
W1
W1
W7
REVISION
DESCRIPTION
W7
3385
FIRST FLOOR LEVEL 4.65 M
W2
D1 W1
D1 W1
GROUND FLOOR LEVEL 1.35 M
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
16 A-402
ARCHITECTURAL ELEVATION 02
KEY PLAN- SCALE 1:500 PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
ELEVATION 2
DRAWING NUMBER:
SHEET NUMBER:
A-402
16
PROJECT NORTH:
SCALE : 1:100 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
GENERAL NOTES
16
15
13
14
12
11
09
10
08
07
06
05
04
03
02
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
01
OHT LEVEL 19.50 M 0.0 M
TERRACE FLOOR LEVEL 14.55 M
1000
TERRACE PARAPET LEVEL 15.50 M
0.0 M
200 MM THK PARAPAT
W2
100MM BOX SECTIONS ALUMINIUM FINS @150MM C/C FIXED USING ALUMINIUM CHANNEL STUBS 3300
W2
W2 200 THK EXTERNAL BRICKWALL
W6
W4
W4
W5
W4 25 MM THK EXTERNAL NEERU PLASTER ROUGH TEXTURE WIITH DISTEMPER PAINT
THIRD FLOOR LEVEL 11.25 M W2
100MM BOX SECTIONS ALUMINIUM FINS @150MM C/C FIXED USING ALUMINIUM CHANNEL STUBS
3300
W2 W6
W5
0.0 M
0.0 M
SECOND FLOOR LEVEL 7.95 M
200 THK EXTERNAL BRICKWALL
W2 W4
W4
W4
25 MM THK EXTERNAL NEERU PLASTER ROUGH TEXTURE WIITH DISTEMPER PAINT
0.0 M
W2
100MM BOX SECTIONS ALUMINIUM FINS @150MM C/C FIXED USING ALUMINIUM CHANNEL STUBS
REVISION TABLE 3300
200 THK EXTERNAL BRICKWALL
W2 W6
W2 W4
W4
W5
DATE
W4
25 MM THK EXTERNAL NEERU PLASTER ROUGH TEXTURE WIITH DISTEMPER PAINT
REVISION
DESCRIPTION
FIRST FLOOR LEVEL 4.65 M W2
100MM BOX SECTIONS ALUMINIUM FINS @150MM C/C FIXED USING ALUMINIUM CHANNEL STUBS
3300
W2 W6
W4
200 THK EXTERNAL BRICKWALL
W2 W4
W5
W4
25 MM THK EXTERNAL NEERU PLASTER ROUGH TEXTURE WIITH DISTEMPER PAINT
GROUND FLOOR LEVEL 1.35 M
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
17 A-403
ARCHITECTURAL ELEVATION 03
KEY PLAN- SCALE 1:500 PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
ELEVATION 3
DRAWING NUMBER:
SHEET NUMBER:
A-403
17
PROJECT NORTH:
SCALE : 1:100 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
GENERAL NOTES
01
02
03
04
05
06
08
07
09
12
11
10
13
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
15
14
OHT LEVEL 19.50 M 0.0 M
-6.0 M
TERRACE PARAPET LEVEL 15.50 M
3300
TERRACE FLOOR LEVEL 14.55 M
W2 W1
W1
W1
W1
THIRD FLOOR LEVEL 11.25 M 0.0 M
3300
REVISION TABLE W2
0.0 M
DATE W1
W1
W1
REVISION
DESCRIPTION
W1
3300
14423
SECOND FLOOR LEVEL 7.95 M
W2 W1
W1
W1
W1
3506
FIRST FLOOR LEVEL 4.65 M
W2
D1 W1
D1 W1
GROUND FLOOR LEVEL 1.35 M
18 A-404
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
ARCHITECTURAL ELEVATION 04 KEY PLAN- SCALE 1:500 PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
ELEVATION 4
DRAWING NUMBER:
SHEET NUMBER:
A-404
18
PROJECT NORTH:
SCALE : 1:100 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
GROUND FLOOR DOOR SCHEDULE WINDOW OPENING (FINISH TO FINISH) DOOR OPENING (FINISH TO FINISH) DOOR NOMENCLATURE
SCHEMATIC ELEVATION
DOOR FRAME DOOR HEIGHT
WINDOW NOMENCLATURE
SHUTTER DESCRIPTION SHUTTER
DOOR WIDTH
SHUTTER FRAME
SHUTTER DESCRIPTION WINDOW FRAME
WINDOW HEIGHT
SCHEMATIC ELEVATION SHUTTER
WINDOW WIDTH
SHUTTER MATERIAL
SHUTTER MATERIAL 1950
2015MM
4300MM
980
12MM FIXED TOUGHNED GLASS PANELS
2015
W1
ALUMINIUM POWDER COATED TRANSOME MULLION
2476
1900 MM
8MM THK SINGLE CLEAR GLAZED UNIT
ALUMINIUM POWDER COATED TRANSOME MULLION
800
1030
2700 MM
DOUBLE SHUTTER 2 WAY OPENING
CLEAR GLASS SINGLE GLAZED UNIT 2350
D1
ALUMINIUM FRAMED BLACK POWDER COATED
ALUMINIUM FRAMED BLACK POWDER COATED
4300
1350
CLEAR GLASS SINGLE GLAZED UNIT
45MM THK FIRE RESISTANT GI STEEL (OFF WHITE POWDER COATED)
W2
1400MM
1500MM
ALUMINIUM FRAME POWDER COATED GREY COLOUR
2 TRACK 2 SLIDING SHUTTER
DOUBLE GLAZED UNIT 24 MM THK
1500
1250 MM
ALUMINIUM FRAMED BLACK POWDER COATED
2530
2100 MM
HINGED SHUTTER 1 WAY OPENING
1030
D2
ALUMINIUM FRAMED POWDER COATED
1400
ALUMINIUM FRAMED POWDER COATED
1151
D3
45MM THK FIRE RESISTANT GI STEEL (OFF WHITE POWDER COATED)
CLEAR GLASS UNIT
W3
675MM
450MM
ALUMINIUM FRAME POWDER COATED GREY COLOUR
1 LOUVERED SHUTTER ADJUSTABLE
FROSTED GLASS LOUVER
675
1115 MM
HINGED SHUTTER 1 WAY OPENING
2075
2100 MM
ALUMINIUM FRAMED POWDER COATED
2100
1115
907
450
1115
TEAKWOOD FRAMED
HINGED SHUTTER 1 WAY OPENING
4810MM
12MM FIXED TOUGHNED GLASS PANELS
TRANSOME AND MULLION
ALUMINIUM POWDER COATED
40MM THK BLOCKBOARD DOOR
2100
1115 MM
2075
2100 MM
W4 907
1151
D4
2015MM
2015
W4
4810
1190
REVISION TABLE
2100 MM
1830 MM
ALUMINIUM FRAMED POWDER COATED
1 HINGED SHUTTER, 1 FIXED SHUTTER
ALUMINIUM FRAMED POWDER COATED
8MM THK SINGLE GLAZED UNIT
DATE 2100
D5
2015MM
5645MM
TRANSOME AND MULLION
REVISION
DESCRIPTION
ALUMINIUM POWDER COATED 2015
950
W5
12MM FIXED TOUGHNED GLASS PANELS
GLASS SWINGING SHUTTER
W5
900 5645
900 MM
-
2100
1 HINGED SHUTTER
1117
2100 MM
ALUMINIUM FRAMED POWDER COATED
1925
D6
40MM THK FIBREGLASS (DARK GREY POWDER COATED)
2015MM
7245MM
12MM FIXED TOUGHNED GLASS PANELS
TRANSOME AND MULLION
ALUMINIUM POWDER COATED 2015
138
W6 830
W6
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
1800 MM
850 MM
1 HINGED SHUTTER
7245
LOUVERED OPENING GI SHAFT FOOR
700
GI STEEL FRAMED POWDER COATED
25MM THK GI STEEL FIRE RESISTANT (LIGHT GREY POWDER COATED)
434
D7
100
850
850
2015MM
2890MM
12MM FIXED TOUGHNED GLASS PANELS
TRANSOME AND MULLION
ALUMINIUM POWDER COATED 2015
W7 960
-
1440
2 HINGED SHUTTERS
W7
2890
440
1200 MM
560
1800 MM
CLEAR GLASS UNIT 1376
D8
MILD STEEL FRAMED POWDER COATED
25MM THK RUSTPROOF FIRE RESISTANT MILD STEEL (RED POWDER COATED)
448
1900
2100 MM
1900 MM
KEY PLAN- SCALE 1:500
2100
ALUMINIUM FRAMED POWDER COATED
2075
DOUBLE SHUTTER 1 WAY OPENING
32MM THK BLOCKBOARD DOOR 907
D9
ALUMINIUM FRAMED POWDER COATED
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
LINE OUT LAYOUT
DRAWING NUMBER:
SHEET NUMBER:
A-501
19
PROJECT NORTH:
SCALE : 1:100 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO. 15 SEAT NO. 3502
K
A 4780
C21 620 x 270
03
GENERAL NOTES
200MM BBC FOR SLOPE 200 MM SUNK SLAB THK WITH BBC
116
550
525
2910
1970
1020
1265
1885
456 115 535
456
752
165
534
965
1000
825
510
510
1000
590
965
916
752 534
230MM THK BRICKWALL 20MM GREENPLY VANITY DOOR WITH LAMINATE 12MM THK INTERNAL NEERU PLASTER
200
A DETAIL OF TILE DROP SCALE(1:10)
670
2040 200MM BBC FOR SLOPE
200MM BBC FOR SLOPE
200 MM SUNK SLAB THK WITH BBC
200 MM SUNK SLAB THK WITH BBC
1701
808
808
500
410
REVISION TABLE
170
SIZE: 355 x 585 x 410MM FINISH: PEARL WHITE
JAQUAR URS-WHT-13253N URINAL WITH FIXING ACCESSORIES
SIZE: 385 x 325 x 635 MM FINISH: PEARL WHITE
CNS-WHT-705
SIZE: 595 x 420 x 200 MM SHAPE: OVAL
REVISION
DESCRIPTION
URINAL
W
WASH BASIN
HF
HEALTH FAUCET
BT
BIB TAP
UNDER COUNTER BASIN WITH FIXING ACCESSORIES JAQUAR ALD-CHR-563 HAND SHOWER (HEALTH FAUCET) WITH 1.2 M LONG PVC TUBE & WALL HOOK
FINISH: CHROME
JAQUAR KUBIX PRIME UP-CHR-35011BPM SINGLE LEVER BASIN MIXER 450MM LONG
FINISH: CHROME
JAQUAR KUBIX JCP-CHR-352415 CONTROL PLATE
FINISH: CHROME
JAQUAR KUBIX PRIME UP-CHR-35011BPM
SIZE: 200MM DIA
F
FLUSH PLATE
E
EXHAUST FAN
N
NAHANI TRAP
CAST IRON FLOOR TRAP WITH STEEL GRATINGS
SIZE: 120MM DIA
GRAB BAR
JAQUAR HOTELIER AHS-CHR-1501 GRAB BAR (STAINLESS STEEL)
SIZE: 300MM LONG FINISH: CHROME
GB
JAGUAR 120MM DIA STAINLESS STEEL GRAB BAR JAGUAR OPAL WATER CLOSET WITH COVER HEALTH FAUCET JAGUAR HAND SHOWER WITH 1.2M LONG PVC TUBE AND HOOK
200MM BBC FOR SLOPE
200MM BBC FOR SLOPE
25MM SCREEDING
25MM SCREEDING
15MM DADO FLOOR TILES
15MM DADO FLOOR TILES
KEY PLAN- SCALE 1:500
C
CISTERN
JAQUAR JCS-WHT-2431P SINGLE PIECE CONCEALED CISTERN
PROJECT NAME:
SHEET TITLE:
SIZE: 120MM DIA
TOILET DETAIL
DRAWING NUMBER:
SHEET NUMBER:
A-601
20
PROJECT NORTH:
R
ROBE HOOK
ACN-CHR-1191N ROBE HOOK
3 NOS. FINISH: CHROME
SCALE : 1:25 NORTH
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
S
SOAP DISPENSER
SOAP DISPENSER WITH METALLIC BOTTLE
-
CT
COUNTER TOP
GRANITE COUNTER TOP
SIZE: 25MM THK SMOOTH FINISH
13-05-2020
ACADEMY OF ARCHITECTURE SIGN AND STAMP
DETAILED SECTION OF TOILET-03 SCALE(1:25)
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
METRO RAIL OFFICE
860
860 314 510
JAGUAR URINAL PARTITIONS 12MM THK
C
JAQUAR OPAL OPS-WHT-15951UF WALL HUNG WC WITH UF SOFT CLOSE SEAT COVER
JAGUAR KUBIX FLUSH PLATE
300
410
149
300
1010
1010
LOUVERED WINDOW WITH 12MM GLASS PANELS
314 510
100
375
2900
184 365
WATER CLOSET
12MM HPL TOILET PARTIONS
1165
1900
12 MM THK INTERNAL NEERU PLASTER
BELGIAN GLASS MIRROR WITH SILVER FINISH
JAGUAR URINAL WITH FIXING ACCESSORIES
630
WC
150 MM THK INTERNAL BRICKWALL
365
SIZE AND FINISH
DATE
200MM SUNKEN SLAB FOR TOILET
C23 620 x 270
COUNTER SUNK WASH BASIN PEARL WHITE FINISH 14MM THK DADO WALL TILES
DESCRIPTION
ITEM
14MM DADO FLOOR TILES
150 MM THK INTERNAL BRICKWALL
1000
SYMBOL
U
JAGUAR URINAL PEARL WHITE FINISH
365 300
B DETAILED SECTION OF TILE DROP
25MM SCREEDING
14 MM DADO WALL TILE
B DETAILED SECTION OF TOILET-02
12MM THK INTERNAL NEERU PLASTER
200MM THK BBC FOR SLOPING
12 MM THK INTERNAL NEERU PLASTER
131
6MM THK MS ANGLE SUPPORTING COUNTER TOP FIXED INTO BRICKWALL
CERA BOTTLE TRAP
5440
235
200MM RCC SUNKEN TOILET SLAB
100MM HT DADO SKIRTING
JAGUAR URINAL PARTITION 12MM THK
01
DETAILED PLAN OF TOILET
10MM WATERPROOFING MEMBRANE
SCALE(1:10)
14MM THK DADO WALL TILES FIXED UPTO 1000MM
01
K
200MM BBC FOR SLOPE
12MM INDIAN MARBLE BELOW GRANITE
10MM STAINLESS STEEL HANDLE
12MM HIGH PRESSURE LAMINATE(HPL) TOILET PARTIONS
350 320 320 320 320 320
14MM DADO TILE FLOORING
20MM GRANITE COUNTER TOP
JAGUAR 120MM DIA STAINLESS STEEL GRAB BAR
140
25MM SCREEDING
JAGUAR BIB TAP SINGLE LEVER 450MM LONG
14MM THK DADO FLOOR TILES
410
40
40
1505
3465
185
D6
685
675
684
940
230 MM THK BRICKWALL WITH 24MM EXTERNAL NEERU PLASTER
JAGUAR OPAL WATER CLOSET WITH ACCESSORIES
M.TOILET 940
SCALE(1:25)
JAGUAR OPAL WATER CLOSET WITH COVER 200MM BBC FOR SLOPE
12MM CERAMIC TILE FLOOR 14MM DADO WALL TILES
12MM THK INTERNAL NEERU PLASTER
830
BOTTLE TRAP
TOIILET DOOR-D5
ADJUSTABLE LOVERED WINDOW WITH 12 MM GLASS PANELS
B
830
JAGUAR 120MM DIA STAINLESS STEEL GRAB BAR
SCALE(1:25)
02
360
176
176
450
D6
14 MM DADO TILE FLOORING 120
830
20MM GRANITE COUNTER TOP
A DETAILED SECTION OF TOILET-01
JAGUAR HEALTH FAUCET WITH 1.2M PVC TUBE AND STEEL HOOK
F.F.L +1.35 S.S.L +1.10
14 MM DADO TILE FLOORING
590
460
570
116
635
380
W3
450
795
TOILET F.F.L 7.75 S.S.L 7.70
14 MM DADO WALL TILE
9
547
116
450
570
W3
1305
213
320
BELGIAN GLASS MIRROR WITH SILVER FINISH
15MM DADO FLOOR TILES
8970
450
570
550
D5
SCALE(1:25)
12MM THK INTERNAL NEERU PLASTER
25MM SCREEDING
JAGUAR OPAL WATER CLOSET WITH COVER
176
176
547
116
547
116 176
450 W3
484
D6
TOILET F.F.L 7.75 S.S.L 7.70
JAGUAR HEALTH FAUCET WITH 1.2M PVC TUBE AND STEEL HOOK
260
310
230 MM THK EXTERNAL BRICKWALL
JAGUAR 120MM DIA STAINLESS STEEL GRAB BAR
ADJUSTABLE LOVERED WINDOW WITH 12 MM GLASS PANELS
02
W3
165
D6
12MM HIGH PRESSURE LAMINATE(HPL) TOILET PARTIONS 685
675
685
675
D6
155
630
185
14MM THK DADO WALL TILES FIXED UPTO 1000MM
1556
D5
C
D6
675
317
470
250
750
685
560 95
D6
W3
24MM THK EXTERNAL NEERU PLASTER
14MM THK DADO FLOOR TILES
14 MM DADO TILE FLOORING 230
2910
12MM THK INTERNAL NEERU PLASTER
329
1723
1796
230 MM THK EXTERNAL BRICKWALL
F.F.L +1.35 S.S.L +1.10
115 14 MM DADO TILE FLOORING
24MM THK EXTERNAL NEERU PLASTER
W.TOILET
TOILET
535
20MM GRANITE COUNTER TOP
483
1023
1000
825
2326
560
1000
1969
1000
JAGUAR COUNTER SUNK WASH BASIN PEARL WHITE
95
1885
368
1877
596
465
528
JAGUAR SOAP DISPENSER WITH METTALIC BOTTLE
1000
2805
365
03
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
ROLL NO. 15 SEAT NO. 3502
03
03
04
GENERAL NOTES
06
05
06
D8
100 MM THK COPING STONE
360
DRIP MOULD WITH PLASTER
12 MM WATERPROOFING LAYER
15
05
03
04
02
1561
01
230MM BRICKWORK
K
4350
06
03
2030
18MM ANTISKID TREAD OF KOTA
100 MM HT SKIRTING OF KOTA
86 85
25MM SCREEDING
83 80 980
79
MID LANDING F.F.L 12.40 M S.S.L 12.35 M
360
THIRD FLOOR LEVEL F.F.L 4.65 M S.S.L 4.60 M
78 76
77
W2
KOTA TILE FLOORING
75 74
120
KOTA TILE FLOORING
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
32 31
33
30
29
28
27
26
25
24
1500
1500
F.F.L 2.50M S.F.L 2.45M
22
23
FIRST FLOOR LANDING F.F.L 1.35M S.F.L 1.30M
1010
3100
1000MM CANTILEVERED RCC CHAJJA
59
1655
K
58
SECOND FLOOR LEVEL F.F.L 4.65 M S.S.L 4.60 M
57 56
MID LANDING F.F.L 9.10 M S.S.L 9.05 M
54 54
03
06
53
640
3100
40
980
FIRST FLOOR LEVEL F.F.L 4.65 M S.S.L 4.60 M
36
35
33 32 29
1011
26
83
84
85
86
87
120
KOTA TILE FLOORING
1000MM HT RCC PARDI
VOID BELOW
1500
1500
F.F.L 2.50M S.F.L 2.45M 76
75 74
73
72
71
70
69
68
67
66
TERRACE FLOOR LANDING F.F.L 14.55M S.F.L 14.50M
W2
1561
K 230MM BRICKWORK
3000
3100 640
SCALE (1:5)
18MM POLISHED GRANITE CAP FOR PARDI
21 20 19
MID LANDING F.F.L 2.50 M S.S.L 2.45 M
18 17 16
1000
GROUND FLOOR LEVEL F.F.L 1.35 M S.S.L 1.30 M
14 13
11
W2
KOTA TILE FLOORING
10 9
1000MM CANTILEVERED RCC CHAJJA
20MM CEMENT MORTAR
RCC WALL ON BOTH SIDES OF WINDOW FOR SHADE
150 MM THK RCC PARDI FOR STAIRCASE
50MM TRANSOME HOLDING GLASS
12MM THK INTERNAL NEERU PLASTER
8
KEY PLAN- SCALE 1:500
7 6
15MM HOLLOW CIRCULAR STAINLESS STEEL HANDRAIL
FIXED PANEL 12MM GLAZING
D3
5 4
80MM STAINLESS STEEL HAND RAIL
3
15MM STAINLESS STEEL HANDRAIL BRACKET
2 1
100 MM RCC SILL
PROJECT NAME:
METRO RAIL OFFICE SHEET TITLE:
STAIRCASE DETAIL
K
15MM THK MS PLATE FIXED TO RCC PARDI WITH BOLTS
C23 1700
DETAIL OF RISER TREAD
100 MM RCC SILL
22
15
MID LANDING F.F.L 2.50 M S.S.L 2.45 M
C
24
1320
82
1367
81
1150
80
1386
79
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
80MM STAINLESS STEEL HAND RAIL
25
567
78
FIXED PANEL 12MM GLAZING
D3
27
12 77
RCC WALL ON BOTH SIDES OF WINDOW FOR SHADE
30
980
KOTA TILE FLOORING
25MM SCREEDING
50MM TRANSOME HOLDING GLASS
31
1655
987 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
1500
1500
DN
STAIRCASE MID LANDING
W2
KOTA TILE FLOORING
23
614
1135
18MM RISERS OF KOTA
1000MM CANTILEVERED RCC CHAJJA
39
38
1655
880
1500
12 MM INTERNAL NEERU PLASTER
DESCRIPTION
41
MID LANDING F.F.L 5.80 M S.S.L 5.75 M
37
FIRST FLOOR LEVEL F.F.L 4.65 M S.S.L 4.60 M
REVISION
43
700
D3
DATE
10MM GROOVES ON TREAD
42
28
F.D
REVISION TABLE
100 MM RCC SILL
44
360
4010
10
46
MID LANDING F.F.L 5.80 M S.S.L 5.75 M
06
18MM ANTISKID TREAD OF KOTA
80MM STAINLESS STEEL HAND RAIL
47
34
D8
300
FIXED PANEL 12MM GLAZING
D3
48
1655
STAIRCASE AT FIRST LEVEL +1.35M SCALE 1:50
25MM BULLNOSE TO TREAD
50MM TRANSOME HOLDING GLASS
49
1000
03
SCALE (1:10)
51
SECOND FLOOR LEVEL F.F.L 7.95 M S.S.L 7.90 M
1813
3000
RCC WALL ON BOTH SIDES OF WINDOW FOR SHADE
52
K
C23 1700
24 MM EXTERNAL NEERU PLASTER
W2
KOTA TILE FLOORING
45
230MM BRICKWORK
CERAMIC TILE FLOORING
440
61
50
1561
DETAIL OF STAIRCASE SLAB
B
100 MM RCC SILL
63
55
W2
12MM INTERNAL NEERU PLASTER
10
21
FIXED PANEL 12MM GLAZING
64
1000
20
150MM RCC STAIRCASE SLAB
62
980
19
65
1011
18
66
1655
17
1367
16
18 MM RISER OF KOTA
50MM TRANSOME HOLDING GLASS
67
640
987 37
1150
36
1386
35
KOTA TILE FLOORING
RCC WALL ON BOTH SIDES OF WINDOW FOR SHADE
80MM STAINLESS STEEL HAND RAIL
68
60
567
34
D3
69
THIRD FLOOR LEVEL F.F.L 11.25 M S.S.L 11.20 M
1500
1500
UP
70
1655
880
614
1135
STAIRCASE MID LANDING
1000MM HT RCC PARDI
24 MM EXTERNAL NEERU PLASTER
696
D3
1500
12 MM INTERNAL NEERU PLASTER
CERAMIC TILE FLOORING
71
4010
25MM BULLNOSE TO TREAD
73 72
F.D
300
1000MM CANTILEVERED RCC CHAJJA
81
1655
06
325
84 82
D8
150 MM THK RCC PARDI FOE STAIRCASE
1000 MM HT RCC PARDI
87
TERRACE LEVEL F.F.L 14.55 M S.S.L 14.50 M
STAIRCASE AT GROUND LEVEL +1.35M SCALE 1:50 03
12MM THK INTERNAL NEERU PLASTER
D3
1813
3000
150 MM THK RCC PARDI FOE STAIRCASE
230MM EXTERNAL BRICKWALL
KOTA TILE FLOORING
C23 1700
SCALE (1:5)
125
06
RCC BEAM 230 X 500
125 150
07
DETAIL OF BUND WALL WITH COPING
A
2525
K
08
W2
2216
10 09
11
STAIRCASE FLOOR LANDING F.F.L 1.35M S.F.L 1.30M
2990
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
1500
1500
F.F.L 2.50M S.F.L 2.45M
OHT TOP LEVEL S.S.L 17.30 M
1367
KOTA TILE FLOORING
230 MM BUND WALL OF BRICKWORK 12 WATERPROOFING LAYER
24 MM THK EXTERNAL NEERU PLASTER
1150
14
OHT DOMESTIC TANK
DOMESTIC
KOTA TILE FLOORING
1386
13
12
24MM EXTERNAL NEERU PLASTER
567
120
UP
FLUSHING
1955
987 1500
1500
STAIRCASE MID LANDING
1000MM HT RCC PARDI
24 MM EXTERNAL NEERU PLASTER
614
1115
2245
1500
12 MM INTERNAL NEERU PLASTER
CERAMIC TILE FLOORING
D3
50MM DPC LAYER
BUND TO HOLD WATERPROOFING
700
1001
880
F.D
4010
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
DRAWING NUMBER:
SHEET NUMBER:
A-701
21
PROJECT NORTH:
SCALE : 1:50 NORTH
250 MM THK RETAINING WALL
1813
NAME : VINAY RAJESH EKKALDEVI
06
03
RAILING IN ELEVATION
03
STAIRCASE AT TERRACE LEVEL +14.55M SCALE 1:50
04
05
06
SEMESTER 6
ACADEMY OF ARCHITECTURE SIGN AND STAMP
SECTION OF STAIRCASE C DETAILED SCALE(1:50)
13-05-2020
D
DETAIL OF HANDRAIL SCALE (1:5)
ROLL NO. 15 SEAT NO. 3502
9486 59
1430
120
1380
120
1380
GENERAL NOTES
120
1380
SLOPE DN
120
1380
120
1430
60
24MM EXTERNAL NEERU PLASTER
SLOPE DN
POLYCARBONATE GUTTER END CAP()
2MM FLASHING SHEET AT WALL END
200 MM WIDE GUTTER (HALF CUT PVC PIPE) SLOPE DN
SLOPE DN
SLOPE DN
ALUMINIUM END CAP FOR GLASS WITH SILICON SPIDER WEB CONNECTOR
SLOPE DN
1925
POLYCARBONATE BOTH SIDED END CAP()
120X240X10MM HOLLOW BOX SECTION
THK POLYCARBONATE A-701a 12MM SHEET ()
ISA 100X100X10 BRACKET ANCHOR BOLTED TO BEAM
120
4293
200 MM WIDE GUTTER (HALF CUT PVC PIPE)
A DETAIL OF CONNECTION AT WALL
1905
24MM EXTERNAL PLASTER
60MM POLYCARBONATE ONE SIDED END CAP() ALUMINIUM ENDCAP FOR GLASS
20 MM MS PLATE WELDED TO MS BRACKET
12 MM THK TOUGHNED GLASS
15 MM THK MS BRACKET FOR SUSPENDED STEEL WIRES ANCHOR BOLTED
60 MM POLYCARBONATE ENDCAP WITH FLASHING 15MM HIGH TENSILE STEEL WIRE STRANDS
200 MM DIAM DOWNTAKE PIPE
C6
C5
620 x 270
B DETAIL OF SUSPENSION WIRE
620 x 270
620 x 270
SIZE
BOTH SIDED END CAP FOR POLYCARBONATE
120MM WIDE ALUMINIUM CAPPED RAFTER 60 MM HT BAR MANUFACTUERER-THE GLAZING SHOP
ONE SIDED END CAP FOR POLYCARBONATE
ALUMINIUM CAPPED POLYCARBONATE 60 MM WIDE 60 MM HT SHEET CLOSURE MANUFACTUERER-THE GLAZING SHOP
END CAP FOR GLASS
30 MM WIDE ALUMINIUM END GLASS CONNECTOR MANUFACTUERER-THE GLAZING SHOP 30 MM HT
END CAP RAFTER BARS
RAFTER END ALUMINIUM CAP-THE GLAZING SHOP
60MM HT
200MM DIA PVC PIPE
HARD TUBE SUPREME PVC PIPE
200MM DIA 5MM THK
200MM DIA ALUMINIUM BRACKETS
AMPA ROOFINGS 200MM ALUMINIUM PIPE BRACKETS
2MM THK
GUTTER STRAP
AMPA ROOFINGS MILD STEEL GUTTER STRAPS
2MM THK
FLASHING SHEET
AMPA ROOFINGS THIN FLASHING SHEET
300X2MM THK
SPIDER WEB CONNECTOR
JASON ENTERPRISES STAINLESS STEEL GLASS SPIDER WEB
2 LEGGED CONNECTOR
230MM EXTERNAL BRICKWALL
12MM THK POLYCARBONATE SHEET ()
C4
DESCRIPTION
SCALE(1:10)
POLYCARBONATE GUTTER END CAP()
SLOPE DN
ITEM
230MM EXTERNAL BRICKWALL
POLYCARBONATE BOTH SIDED END CAP()
SLOPE DN
MATERIALS SCHEDULE
1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly 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 required to be done prior to the commencement of work. 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
SCALE(1:10)
A-701b
DETAILED PLAN OF CANOPY
15 MM THK MS BRACKET FOR SUSPENDED STEEL WIRES ANCHOR BOLTED TO COLUMN
SCALE(1:25)
15 MM THK MS BRACKET FOR SUSPENDED STEEL WIRES ANCHOR BOLTED TO COLUMN 10 MM HIGH TENSILE STEEL WIRE STRADS FIXED TO 15MM MS BRACKET
10 MM HIGH TENSILE STEEL WIRE STRADS FIXED TO 15MM MS BRACKET
15 MM THK MS BRACKET WELDED TO 10MM THK HOLLOW BOX SECTION
240
200MM HALF CUT PVC PIPE PLACED INTO MM MS STEEL GUTTER STAP
REVISION TABLE DATE
2MM FLASHING SHEET ATTACHED TO WALL
ISA 140X100X6MM MS BRACKET TO HOLD GUTTER FIXED TO BOX SECTION
SPIDER WEB GLASS CONNECTOR
DESCRIPTION
15 MM THK MS BRACKET WELDED TO 10MM THK BOX SECTION 200MM HALF CUT PVC PIPE PLACED INTO MM MS STEEL GUTTER STAP
HOLLOW BOX SECTION 120X240X10MM WELDED TO FORM STRUCTURAL GRID ISA 100X100X10 ANCHOR BOLTED TO RCC BEAM
GLASS ENDCAP WITH SILICON
ISA 140X100X6MM MS BRACKET TO HOLD GUTTER FIXED TO BOX SECTION
POLYCARBONATE ONE SIDED ENDCAP
12MM TOUGHNED GLASS SKYLIGHT
HOLLOW BOX SECTION 120X240X 10MM WELDED TO FORM STRUCTURAL GRID
3097
12MM POLYCARBONATE SHEET AS ROOFING
REVISION
LEGENDS PS-PLUMBING SHAFT HV-HIGH VOLTAGE SHAFT LV-LOW VOLTAGE SHAFT
12MM POLYCARBONATE SHEET AS ROOFING ENTRANCE DOOR
D2
230MM THK EXTERNAL BRICKWALL
D2
24MM EXTERNAL NEERU PLASTER
200
PLINTH LEVEL
PLINTH LEVEL
A-701a
DETAILED SECTION OF CANOPY 01
A-701b
SCALE(1:25)
DETAILED SECTION OF CANOPY 02
KEY PLAN- SCALE 1:500
SCALE(1:25)
PROJECT NAME:
12MM THK TOUGHNED GLASS 50MM ALUMINIUM BOTH SIDES POLYCARBONATE END CAP
SILICON FILLED BETWWEN GLASS MEMBERS
12MM THK POLYCARBONATE SHEET OF MG POLYPLAST
12MM THK TOUGHNED GLASS
RUBBER GASKET FOR FIXING AND WATER RESISTANCE
SPIDER WEB GLASS CONNECTOR
METRO RAIL OFFICE
SPIDER WEB GLASS CONNECTOR ALUMINIUM END CAP FOR TOUGHNED GLASS
15MM STEEL WIRE STRANDS SUSPENSION BARS FIXED TO M.S BRACKETS
SHEET TITLE:
ARCHITECTURAL DETAIL-CANOPY
DRAWING NUMBER:
SHEET NUMBER:
A-801
22
PROJECT NORTH:
12MM POLYCARBONATE SHEET OF(MG POLYPLAST)
SCALE : 1:25 NORTH
12MM POLYCARBONATE SHEET
ALUMINIUM GUTTER END CAP FOR 12 MM POLYCARBONATE SHEET
NAME : VINAY RAJESH EKKALDEVI SEMESTER 6
HOLLOW BOX SECTION 120X240X10MM
C CONNECTION BETWEEN POLYCARBONATE SCALE(1:5)
ALUMINIUM BOTH SIDED POLYCARBONATE END CAP
HOLLOW BOX SECTION 120X240X10MM
D CONNECTION BETWEEN GLASS TO GLASS SCALE(1:5)
200MM HALF CUT PVC PIPE PLACED INTO 5 MM MS STEEL GUTTER STAP
ACADEMY OF ARCHITECTURE SIGN AND STAMP
HOLLOW BOX SECTION 120X240X10MM
E
CONNECTION BETWEEN GLASS AND POLYCARBONATE SCALE(1:5)
ISA 100X100X10 FIXED TO BOX SECTION HOLDING GUTTER STRAP HOLLOW BOX SECTION 120X240X10MM
F
GUTTER END DETAIL SCALE (1:5)
13-05-2020
ROLL NO. 15 SEAT NO. 3502