MMRCL Office Headquarters_Working Drawings_2021-22

Page 1

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


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