TRAINING PORTFOLIO

TRAINING WORK

PRACTICAL

University School of Architecture and Planning

Chetan Kataria. B.Arch 2017

Work Experience 1- Neeraj Manchanda Architects, CR Park- (Student Internship, 3 months,2016) Experience gained in Hospitality a mix use development project in Shimla. Layout of Club house, 4BHK villa and working drawings.

CONTENTS

2- HK Architects, Okhla Phase II- (Student Internship, 6 months, 2016-17 Experience gained in Residential Project in Chail and Design Competitions in New delhi. Layouts for Sanction drawings, 3D modeling for conceptualization, and make physical models.

TRAINING WORK

PROFILE

Neeraj Manchanda Architects Dakshaa Shimla, Club House, Amila hills (Design development ,Architectural layouts, 3D modeling, Rendering,Area brief, Presentation work) MDI, Boys hostel, Gurgaon (Conceptualization, Presentation work) Dakshaa Shimla, 4BHK Villa, Amila hills (Architectural Layouts, 3D modeling) Tent house, Snowleopard, Rishikesh (Workign drawings) Salvation Tress School, Gurgaon (Working drawing- Staircase detail)

HK Architects Resort, Ekam Chail, Himachal Pradesh (Conceptualization, Design development, Architectural layouts, 3D modeling, Rendering, Model making) National War Memorial, New Delhi (3D modeling, Rendering,Presentation work, Model making) National War Museum, New Delhi (Conceptualization, 3D modeling, Rendering, Presentation work, Model making Design Staircase, Ekam Chail, HP (Conceptualization, 3D modeling, Designing ,Rendering, Basic drawings) Model making of previous projects

Chetan Kataria. B.Arch 2017

ARCHITECTS

NEERAJ MANCHANDA

CLUB HOUSE

AMILA HILLS

Amila hills

Dakshaa Shimla Mater plan

Club house

KEY PLAN

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000 KEY PLAN SPACE LEGEND

3565

1.

2.

3.

4.

5965 UNLOADING BAY/ PARKING

2840 1865

7 3000 8135

8250

5.

6.

7.

ENTRANCE RAMP ENTRANCE LIFT LOBBY RECEPTION LOUNGE KITCHEN SUPPORT/ UTILITY/ STAFF OFFICE SERVICE STIRCASE KITCHEN UNLOADING BAY/ PARKING

5965 3000

3000

3000

106 1

6

20840

11770 W- 1200 R- 150 T- 300 7

3000

5 5

3

1

UP 29

3000

9

9000

27

11

25

13

4606

23

15

8770 RETAINING WALL AS / STRUCTURE

21

17

8810

1465

10773 11770

8805 UP

38770LOUNGE RECEPTION LVL± 0

KITCHEN SUPPORT/ UTILITY/ STAFF OFFICE

2400

2000

1770

2000

LVL+2.9 1

ENTRANCE RAMP

3230

4835

3000

3000

705 230

W- 1800 R- 150 T- 300

2165

1800

138° 2247

3753 2 ENTRANCE LIFT LOBBY 3472

1365

REVISIONS

DATE

R1 R2 R3 R4 R5 R6 R7 R8 R9

GENERAL NOTES:

3000

132°

1470

4835

1000 LIFT

S.NO.

R10

LVL± 0 .0

2770

3000

12000

19

4

3000

R O A D

18972

3000

9000

21229

KITCHEN LVL± 0.0

2266

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.

3000

#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

PROJECT :

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

ROAD

SHIMLA, HIMACHAL PRADESH CLIENT :

DAKSHAA

DRAWING TITLE

CLUB HOUSE FLOOR PLAN LEVEL ±00 DRAWN BY: CHETAN SCALE

1 : 100

CHECKED BY: MADHU

DRAWING NO.

AL-02-101

ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

2 105

CONSULTANTS

N

KEY PLAN

KEY PLAN

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

SPACE LEGEND 8.

RAMP ACCESS TO PARTY ROOM 9.

PARTY ROOM 10. ENTRANCE LOBBY 11. PANTRY 12.

SERVICE STAIRCASE 13.

WOMEN`S WASHROOM 13B. MAN`S WASHROOM 14.

GYM

9265 900 900

8135

3000

8249

3000 GYM 11999

11135 LVL+4.4

3035

3000

106 1

900

14 300

3000

3000

2965

5770

5999

2475

PANTRY 11 5770

SAUNA

2770 13B

UP

W- 1200 12 R150

LOCKER

T- 300

12000

9230 9000

LOCKER

14770 13

TOILET

PARTY ROOM LVL+4.4

9

ENTRANCE LOBBY 10 LVL+4.4

8185

1000 LIFT

2770

3000

3000

SAUNA 9168

R O A D

3000

5770 TOILET

3000

3000

6000 3000

1200 2535 LVL+6.5

1200 1200

LVL+2.9 1878

ENTRANCE RAMP

12000

24000

DECK

RAMP ACCESS TO PARTY ROOM

8

3615

3000 W- 1800 R- 150 T- 300

R2 R3 R4 R5 R6 R7 R8 R9 R10

GENERAL NOTES:

#2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

6000

1770 LVL+4.4

REVISIONS

DATE

R1

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

3000

5770

S.NO.

PROJECT :

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

15035

2165

1800

2265

SHIMLA, HIMACHAL PRADESH CLIENT :

DAKSHAA

ROAD

DRAWING TITLE

CLUB HOUSE FLOOR PLAN LEVEL +4400 DRAWN BY: CHETAN SCALE

1 : 100

CHECKED BY: MADHU

DRAWING NO.

AL-02-102

ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

CONSULTANTS

N

KEY PLAN

KEY PLAN

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

SPACE LEGEND 15.

16.

16B. 17.

18.

19.

9230 900

300 7515

LANDSCAPE DECK OF OUTDOOR SEATING 30 LVL+7.8

LANDSCAPE DECK OF OUTDOOR SEATING

30 8999

900

3000

29

LVL+7.8

11964

BAR

106 1

3300

2700

9403

913

18°

3140

19°

20°

20°

17700

913

2700

3000

8100

18° 3000

19° 2997

3220

5768 19

LANDSCAPE GARDEN FOR OUTDOOR SEATING

9000

20

6700

27

DECK

LVL+7.8

3115

3000

3000

2850

16

12000

24

UP 26 8770

RESTAURANT & COFFEE SHOP

16B

17

W- 1200 R- 150 T- 300

3415

3070 PANTRY 18

6740

EXCLUSIVE DINING

15

7600 2620

LVL+8.0

W- 1200 R- 150 T- 300

23760

21

17885

1200

23

3000

3000

3000

3000 LVL+6.5

1200

RECEPTION

LOUNGE

2498

2000

2850

1840

2570 12035

12000

3000

3000

4635

1365

W- 1800 R- 150 T- 300

REVISIONS

DATE

R1 R2 R3 R4 R5 R6 R7 R8 R9 R10

GENERAL NOTES:

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

3000

#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

3000

2915

S.NO.

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

6000

PROJECT :

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

SHIMLA, HIMACHAL PRADESH

24000 2165

ROAD

3000

1840

1200 ENTRANCE RAMP

DN 2000

11885

DECK LVL+4.4

LVL+2.9 1878

ENTRANCE

22 2807

LVL+8.0

3500

1000 LIFT

2770

3000

LVL+8.0

LOUNGE

2035

ENTRANCE LOBBY 25

2100

17883

1080

TOILET 28

5830

UP

9265

8770

16598

2850 TOILET 9400

9230

R O A D

3000

TOILET 28B

2933

23760

12060

14793

1918

PANTRY

LVL+8.0

25.

26.

27.

28.

28B. 29.

30.

3000

LVL+8.0

2735

20.

21.

22.

23.

24.

EXCLUSIVE DINING MEN`S WASHROOM WOMEN`S WASHROOM STAIRCASE TO PAVILION PANTRY LANDSCAPE GARDEN FOR OUTDOOR SEATING DECK LOUNGE ENTRANCE RECEPTION LOUNGE RESTAURANT/ COFFEE SHOP RECEPTION ENTRANCE SERVICE STAIRCASE PANTRY WOMEN`S WASHROOM MAN`S WASHROOM BAR DECK FOR OUTDOOR SEATING

1800

2265

CLIENT :

DAKSHAA

DRAWING TITLE

CLUB HOUSE FLOOR PLAN LEVEL+8000 DRAWN BY: CHETAN SCALE

1 : 100

CHECKED BY: MADHU

DRAWING NO.

AL-02-103

ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

CONSULTANTS

N

KEY PLAN

KEY PLAN

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

SPACE LEGEND

3000

31. PAVILION 32. WOMEN`S WASHROOM 32B. MAN`S WASHROOM

3000 LANDSCAPE DECK OF OUTDOOR SEATING

LANDSCAPE DECK OF OUTDOOR SEATING

LVL+7.8

3000

LVL+7.8

3000 106 1

3000

R O A D

LANDSCAPE GARDEN FOR OUTDOOR SEATING

3000

LVL+7.8

1080

2035

3000

3000

3000

9150

13977

32

3830 9400

7600

LVL+11.6

3000

32B

W- 1200 R- 150 T- 300

3000

7100

TOILET

3000

UP

31

S.NO.

REVISIONS

DATE

R1 R2 R3 R4 R5 R6 R7 R8 R9 R10

GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

1870

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

5965

1900

3000

2300 1080

2035

3000

3000

3000

LVL+6.5

3000

DECK

1878

1200 ENTRANCE RAMP

#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

PROJECT :

1200

LVL+2.9

#3 READ, DO NOT MEASURE.

LVL+4.4

3000

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

SHIMLA, HIMACHAL PRADESH

12000

24000

CLIENT :

DAKSHAA

ROAD

DRAWING TITLE

CLUB HOUSE FLOOR PLAN LEVEL+11600 DRAWN BY: CHETAN SCALE

1 : 100

CHECKED BY: MADHU

DRAWING NO.

AL-02-104

ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

CONSULTANTS

N

KEY PLAN

KEY PLAN

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3000

SPACE LEGEND

3000

28. YOGA/ AEROBICS 29. EQUIPMET/ LINEN 30. MEN`S WASHROOM 30b. WOMEN`S WASHROOM

3000

LANDSCAPE DECK OF OUTDOOR SEATING

LANDSCAPE DECK OF OUTDOOR SEATING

LVL+7.8

3000

LVL+7.8

3000 106 1

3000

R O A D

LANDSCAPE GARDEN FOR OUTDOOR SEATING

3000

LVL+7.8

3000

3000

3000

S.NO.

REVISIONS

DATE

R1 R2 R3 R4 R5 R6 R7 R8 R9 R10

GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS.

3000

#3 READ, DO NOT MEASURE.

3000

DAKSHAA SHIMLA PACKAGE 1A AND 1B

#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

PROJECT :

DECK LVL+2.9

LVL+4.4

SITE :

ENTRANCE RAMP

SHIMLA, HIMACHAL PRADESH CLIENT :

DAKSHAA

ROAD

DRAWING TITLE

CLUB HOUSE ROOF PLAN DRAWN BY: CHETAN SCALE

1 : 100

CHECKED BY: MADHU

DRAWING NO.

AL-02-105

ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

CONSULTANTS

N

KEY PLAN

KEY PLAN SPACE LEGEND 28. YOGA/ AEROBICS 29. EQUIPMET/ LINEN 30. MEN`S WASHROOM 30b. WOMEN`S WASHROOM

L

LEVEL 04 LVL+15200

M

LEVEL 04 LVL+15200 7

LEVEL 03 LVL+11600

LEVEL 03 LVL+11600

LEVEL 02 LVL+8000

LEVEL 02 LVL+8000

LEVEL 01 LVL+4400

LEVEL 01 LVL+4400

6

5

4

LEVEL 04 LVL+15200

LEVEL 04 LVL+15200

LEVEL 03 LVL+11600

LEVEL 03 LVL+11600

S.NO.

REVISIONS

DATE

R1

LEVEL 02 LVL+8000

LEVEL 02 LVL+8000

R2 R3 R4

LEVEL 00 LVL±00

LEVEL 00 LVL±00

R5 R6 R7 R8 R9 R10

GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

SECTION 1

SECTION 2

#2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

PROJECT :

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

SHIMLA, HIMACHAL PRADESH CLIENT :

DAKSHAA

DRAWING TITLE

CLUB HOUSE SECTION AA` DRAWN BY: CHETAN SCALE

1 : 100

CHECKED BY: MADHU

DRAWING NO.

AL-02-106

ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

CONSULTANTS

N

KEY PLAN 8

7

6

5

4

3

2

1

LEVEL 04 LVL+15200

LEVEL 04 LVL+15200

KEY PLAN

LEVEL 03 LVL+11600

LEVEL 03 LVL+11600

LEVEL 02 LVL+8000

LEVEL 02 LVL+8000

LEVEL 01 LVL+4400

LEVEL 01 LVL+4400

LEVEL 00 LVL±00

LEVEL 00 LVL±00

SPACE LEGEND 28. YOGA/ AEROBICS 29. EQUIPMET/ LINEN 30. MEN`S WASHROOM 30b. WOMEN`S WASHROOM

S.NO.

A

B

C

D

E

ELEVATION F

G

H

REVISIONS

DATE

R1 R2 R3

I

J

K

L

R4

M

R5 R6 R7 R8 R9 R10

GENERAL NOTES:

LEVEL 04 LVL+15200

LEVEL 04 LVL+15200

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.

LEVEL 03 LVL+11600

LEVEL 03 LVL+11600

#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

PROJECT :

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

LEVEL 02 LVL+8000

LEVEL 02 LVL+8000

SHIMLA, HIMACHAL PRADESH CLIENT :

DAKSHAA

LEVEL 01 LVL+4400

LEVEL 01 LVL+4400

DRAWING TITLE

CLUB HOUSE SECTION AA` DRAWN BY: CHETAN SCALE

1 : 100 LEVEL 00 LVL±00

LEVEL 00 LVL±00

CHECKED BY: MADHU

DRAWING NO.

AL-02-106

ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

CONSULTANTS

ELEVATION

N

Title Project Date

Area Statement Club House Amila Hills

No. Function Level 8.0 M/11.6 M Reception/Waiting Lounge/ Restaurant Pantry Satellite Kitchen Coffee Shop & Multi Functional Lounge Conservatory/Patio Fitness Centre Gym/Yoga Aerobics Gym Support/Showers/Storage/Lockers Lobby Subtotal 1 Level 4.4 M Restaurant/Bar Cards/Pool Room Pantry/Satellite Kitchen Lobby Washrooms

02-Aug-16 Area (SQ.M.) 40 104 19 296 70 112 113 86

No of units 1 1 1 1 1 2 1 1

No of Total users per Area (sq unit mt)

Total Area (sq ft)

40 104 19 296 70 224 113 86

430 1,119 204 3,185 753 2,410 1,216 925

100 200 30 30

952

10,243

104 122 19 86 25

1,119 1,313 236 925 269

356

3,508

63 146 103

678 1,571 1,108

312

3,357

TOTAL

1,620

17,108

TOTAL COVERED AREA

2,114

22,746

Subtotal 2 Level 0.0 M Entrance Lift Lobby/Lounge Kitchen/ Kitchen Storage/Utility/Staff Subtotal 3

104 122 19 86 25

63 146 103

1 1 1 1 2

1 1 1

100 30

GURGAON

MDI, STUDENT RESIDENCE

Concept proposal MDI Student residence

Neighbour buildings

4BHK VILLA

AMILA HILLS

KEY PLAN

12

KEY PLAN

1

2

3

4

5

6

1500

SPACE LEGEND

7

12

8

9

255 300

2030

300

: 1000 W : 250 T : 175 R

6400

1255

31

32

25

25

32

33

24

24

33

34

23

23

34

35

22

22

35

20

38

2500

DN

535

1a

W : 1000 T : 250 R : 175

1770

230

900

2600

DN

1200

485

1220

7

900

900

230

C

D

37

DN

535

5

36

20

2600

1a

38

2500

W : 1000 T : 250 R : 175

1500

2050

2730

900

600

E 3550

S.NO.

REVISIONS

DATE

R1 R2 R3

14

8

4820

2

13

21

1770

DN

8 3635

485

1585 1415

1470

485

7

900

1500

2730

1200

11

1000

21

37

13

485

11 11

2900

36

1220

3

4836

14

26

1385

13675

3550

3575

27

1585

600

3 2

R4 R5 R6 R7

3635

E

1200

1300

2050

715

1000

B

26

1000

900

715

235

ENTRANCE FOYER GALLERY LIVING AREA DINING AREA LIVING ROOM DECK KITCHEN KITCHEN BALCONY POWDER ROOM BAR LOUNGE SOLARIUM PLUMBING SHAFT PARKING AREA PEDESTRIAN WALKWAY 13. LIFT 14. STAIRCASE

3550

27

1385

1545

600

1200

1000

28 29 30

1

1300

D

3575

1130

31

1415

1583

C

14 2955

1487

5

1

1900

A

10

6400

30 29 28

3550

1130

W : 1000 T : 250 R : 175

2955

B

1130

1255

1900

6

1200

300 1130

1470

1000

2900

235

4820

1000

2100

600

6

4000

1213

10

4230

A

1200

3000

2760

1.

1a.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

R8 R9 R10

3550

230

4240

230

3520

3520

230

4240

230

GENERAL NOTES:

3550

F

F 5200

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

6560

#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

4

2500

9

2500

2500

9

2500

4

5200 2515

6560

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

PROJECT :

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

230

6560

5210

SHIMLA, HIMACHAL PRADESH

230

CLIENT :

3780

1

4470

2

3750

3

3000

4

3000

5

3750

6

4470

7

DAKSHAA

3780

8

9

2

1

A109

A109

DRAWING TITLE

4 BED VILLA UPPER FLOOR PLAN DRAWN BY: CHETAN SCALE

1 : 50

CHECKED BY: MADHU

DRAWING NO.

AL-01-101

ARCHITECTS :

1

UPPER LEVEL

NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

1 : 50 CONSULTANTS

N

KEY PLAN

KEY PLAN SPACE LEGEND

1

2

3

4

5

6

7

8

9

22

15

21

36

D

37

20

UP

38

11

4780

2285

1120

E

21

21

18

18 19

UP

UP

19

1085

600

B 1800

27

15

1585

25

26

31

25

32

24

33

23

34

22

35

21

2285

1120

C 1520

17

36

20

D

37

UP

1685

230

38

11

4780

E

4895

16

1055

14

1715

1715

20

12

1055

5590

REVISIONS

DATE

14

R2 R3

16

R4 R5

20

12

R6

4895

5590

S.NO. R1

715

7755

1685

800

7755

715

7985

2215

1585

25

1250

GALLERY MASTER BEDROOM DECK WITH JACUZZI MASTER DRESS MASTER TOILET BEDROOM-1 DRESS PLUMBING SHAFT VERANDAH UTILITY DECK DRIVER ROOM KITCHENETTE SERVANT'S ROOM SERVANT'S TOILET LIFT

1570

23

1900

28 29 30

1315

34 35

22

23

1130

1415

24

230

33

1470

25

22

2260

A

18

2955

1255 26

1415

1570

17

31 32

1315

2955 1520

2955

27

C

23

24

2955

30 29 28

1800

24

1255

2260

1470

B

1130

2470

1900

230

1250

2900

800

3185

2900

230

8935

1085

2900

600

3185

2900

18

2470

A

230

5400

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

R7 R8 R9

13 230

3665

GENERAL NOTES:

3665

F

230

F

13

R10

230 0

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS.

15000

#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

PROJECT :

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

SHIMLA, HIMACHAL PRADESH CLIENT :

DAKSHAA

1

2

3

4

5

6

7

8

9

2

1

A109

A109

DRAWING TITLE

4 BED MIDDLE FLOOR PLAN DRAWN BY: CHETAN SCALE

1 : 50

CHECKED BY: MADHU

DRAWING NO.

AL-01-102

ARCHITECTS :

1

MIDDLE LEVEL

NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

1 : 50 CONSULTANTS

N

KEY PLAN

KEY PLAN SPACE LEGEND

1

2

3

4

5

6

7

8

9

30000

A

A

9

34

1800

34

1800

4

16

3

17

2

1585

29

3505

32

1

18

UP

1685 1315

10665

W : 1000 T : 250 R : 175

35

25

13 14

4

15

3

16

C

30

28

17

1

D

18

UP

25

W : 1000 T : 250 R : 175

E

1120

34

34

3635

4240

3665

R3

3335

26

31

27

R5 R6

4835

31

4755

26

REVISIONS

DATE

R1

R4

35 4755

3335

27

S.NO.

R2

4765

3635

12

6 5

4765

4240

7

2

36

1120 3665

29

1685

36

E

3505

32

1415

15

1585 1470

5

1785

14

1520

8

1315

D

6

1785

28

7

1470

30

12 13

1415

2955

8

C

B

10 11

1485

9

1545

11 10

2955

B 1520

36

34

1215

34

GALLERY DEN DECK FOR DEN BEDROOM-2 DECK DRESS LIFT TOILET BEDROOM-3 TOILET DECK SERVICE AREA WATER TANK STORAGE AREA PLUMBING SHAFT

1585

36

25.

26.

26a.

27.

27a.

28.

29.

30.

31.

32.

33.

34.

35.

36.

R7 R8

33

26a

27a

1395

33

1395

2770 1790

26a

2770 1790

27a

1395

1395

R9 R10

GENERAL NOTES:

F

F 1280

2470

1280

2145

1280

2500

2

1

A109

A109

1280

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

PROJECT :

3780

4470

3750

3000

3000

3750

4470

DAKSHAA SHIMLA PACKAGE 1A AND 1B

3780

SITE :

SHIMLA, HIMACHAL PRADESH CLIENT :

DAKSHAA

DRAWING TITLE

1

2

3

4

5

6

7

8

9

4 BED VILLA LOWER FLOOR DRAWN BY: CHETAN SCALE

1 : 50

CHECKED BY: MADHU

DRAWING NO.

AL-01-103

ARCHITECTS :

3

1

LOWER LEVEL 1 : 50

NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

A106 CONSULTANTS

N

KEY PLAN

KEY PLAN

1

2

3

4

5

6

7

8

9

A

A

B

B

C

C

D

D

E

E

S.NO.

REVISIONS

DATE

R1 R2

DN

R3 R4 R5 R6 R7 R8 R9 R10

GENERAL NOTES:

F

F

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

PROJECT :

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

SHIMLA, HIMACHAL PRADESH CLIENT :

DAKSHAA

1

2

3

4

5

6

7

8

9

2

1

A109

A109

DRAWING TITLE

Unnamed DRAWN BY: CHETAN SCALE

1 : 50

CHECKED BY: MADHU

DRAWING NO.

AL-01-104

ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

CONSULTANTS

N

F

E

D

C

B

9

A

8

7

6

5

4

3

2

ROOF TOP LEVEL

ROOF TOP LEVEL ROOF TOP LEVEL

ROOF TOP LEVEL

10755

+4150

+4150

10755

ROOF BASE LEVEL

6600 ROAD LEVEL

6300

UPPER LEVEL

UPPER LEVEL ±0 ROAD LEVEL

UPPER LEVEL

6600 ROAD LEVEL

KEY PLAN

+2550

+2550

8950

UPPER LEVEL

ROOF BASE LEVEL

ROOF BASE LEVEL

ROOF BASE LEVEL

8950

±0 ROAD LEVEL -300

-300

6300

MIDDLE LEVEL

MIDDLE LEVEL MIDDLE LEVEL

MIDDLE LEVEL

3300

-3300

-3300

3300

LOWER LEVEL

LOWER LEVEL LOWER LEVEL

LOWER LEVEL

0

1

KEY PLAN

1

-6600

-6600

0

East

North

2

1 : 100

1 : 100

S.NO.

REVISIONS

DATE

R1 R2 R3

1

2

3

4

5

6

7

8

R4

9

R5 R6 R7

A

B

C

D

E

R8

F

R9 R10

ROOF TOP LEVEL +4150 ROOF BASE LEVEL +2550 UPPER LEVEL ±0 ROAD LEVEL -300

ROOF TOP LEVEL

ROOF TOP LEVEL

+4150

+4150

ROOF BASE LEVEL

ROOF BASE LEVEL

+2550

+2550

UPPER LEVEL ±0 ROAD LEVEL

UPPER LEVEL ±0 ROAD LEVEL -300

ROOF TOP LEVEL +4150 ROOF BASE LEVEL +2550 UPPER LEVEL

-300

MIDDLE LEVEL -3300

MIDDLE LEVEL

MIDDLE LEVEL

-3300

-3300

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

±0 ROAD LEVEL

-300

GENERAL NOTES:

MIDDLE LEVEL -3300

PROJECT :

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

SHIMLA, HIMACHAL PRADESH CLIENT :

DAKSHAA

LOWER LEVEL -6600

LOWER LEVEL

LOWER LEVEL

-6600

-6600

LOWER LEVEL -6600

DRAWING TITLE

ELEVATIONS DRAWN BY: CHETAN SCALE

1 : 100

CHECKED BY: MADHU

DRAWING NO.

AL-01-105

ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS

4

West 1 : 100

3

South 1 : 100

52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

CONSULTANTS

N

KEY PLAN F

E

D

C

B

A

ROOF TOP LEVEL

ROOF TOP LEVEL

10755

10755

ROOF BASE LEVEL

ROOF BASE LEVEL

KEY PLAN

8950

8950

UPPER LEVEL

UPPER LEVEL 6600

6600 ROAD LEVEL

ROAD LEVEL 6300

6300

MIDDLE LEVEL

MIDDLE LEVEL 3300

3300

LOWER LEVEL

LOWER LEVEL 0

0

1

Section 1

S.NO.

1 : 50

ROOF TOP LEVEL

REVISIONS

DATE

R1 R2

A

B

C

D

E

F

R3 R4

ROOF TOP LEVEL

R5

10755

R6

10755

R7 R8 R9

ROOF BASE LEVEL 8950

ROOF BASE LEVEL

R10

8950 GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE OTHER THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.

UPPER LEVEL ROAD LEVEL 6600 6300

UPPER LEVEL ROAD LEVEL 6600

#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

6300 PROJECT :

DAKSHAA SHIMLA PACKAGE 1A AND 1B SITE :

SHIMLA, HIMACHAL PRADESH CLIENT :

DAKSHAA

MIDDLE LEVEL 3300

MIDDLE LEVEL 3300

DRAWING TITLE

4 BED VILLA SECTIONS DRAWN BY: CHETAN SCALE

1 : 50

LOWER LEVEL 0

LOWER LEVEL 0

2

Section 2 1 : 50

CHECKED BY: MADHU

DRAWING NO.

AL-01-106

ARCHITECTS : NEERAJ MANCHANDA ARCHTECTS 52/114, C R PARK, NEW DELHI - 110019 PH - (011)26271770-17, FAX-(011)26477940 URL: www.nma-design.com

CONSULTANTS

N

RISHIKESH

T E N T H O U S E S N O W L E O PA R D

LEGEND E 100

E 125

2

N 125

4.66 Path

9.1

5.75

7.72

7

3.9 8

13.4 mon

10.1

Com

21.7

3

ing

Park

yasi

To B

N 50

d R o a

7.19

1

9.42

T(B

PLO

)

PLOT ( B ) 170.312 SQ.M = 0.042 ACRES

a

Are

ay

Pathw

21.7

2.96

0.14

ng Sitti nch Be

8

4.01

7.23

12.3

1 ay 10m.6on Pathw

Com

5.66

6 13.8

8

Main

6.52

3

1.93

PLOT ( A ) 9213.019 SQ.M = 2.277 ACRES

9 4.6

PLOT

PLOT ( C ) 354.736 SQ.M = 0.087 ACRES PLOT ( D ) 544.887 SQ.M = 0.134 ACRES TOTAL PLOT AREA 10282.954 SQ.M = 2.540 ACRES

2 10.5

(C)

PLOT ( A ) R

o

a

d

8 6.3 N 25

8

7.8

Tent ning

Retai

l

Wal

7.97

4

8.2

a d R o

8.49 8.19

9.03

N/S 0,0

15.31

S 25

4.09

22.65

ikesh

4.27

To Rish

3.38

Sintex Water Tank

Ent.

PLOT AREA

14.84

14.8

7.63

2.18

d R o a

1.66

3.43

d Foounter Co

a

Are

N 75

Other's Properties

7.3

8.14

8

6.2

4.72

5.39

8.15

Buildin

ding

's Buil

Other

1 H1

ing mb Cli Wall

ated)

be upd

Tent

6.06

Gate

6.93

7.42

g

Septic Tank

7.57

g Wall

Retainin

Generator Room 4.77

3

26.7

.85

ay

4

Septic Tank

3

26.7 Gate

13

thw

10.1

ding

's Buil

Other

(Exact

Wall Retaining

4.33

S 25

Pa

4

38.1

1.97 2.88

1.13

7.99

6.24

5.7

7

12.2

g tin Sit ench B

Soakt Pi

0.96

g

Tent

2.35

2.33

9 1.8 on mm Co Toilet

SWIMLocation and size

Septic Tank

4.55

5

mp

Fire Ca

ptic Se ank T

POOL to MING

8

12.5

3.54

17.9

Buildin

H8

3

1.35

12.7

N/S 0,0

way

Path ay

thw

Pa

57.8

O

5.24

8

s

ertie

Tank

57.4

H6 H7

Prop

TENTS HUTS - Location And Sizes to be Updated

9

Water

Open

H5

5

s ertie

6.3

H4

6.4

Prop ther's

H1

H2

H3

7

4

2 5.7

4

8

5.9

way

7

2.6

ay

thw

Pa

n all Opeing H Din

ll n Ope ing Ha 9 Din 7.9

Path

7

7.1

8

3.1

7

.16

.46

7

10.7

6.8

way

Pat

19

4.0

9.3

2.7 6

3.11

7

16

10

N 25

ing

Park

ay

w Path

hway

7.1

21

way

Path

way

18

20

4

Switch Room

Path

ting

Exis

17

8

.0 25

3.1

4

8 9

11

Path

7.1

P

er's

Oth

ay

14

15

3.0

rop

1

Pathw

13

way

Path

r's

Othe

6

10

1

5.3

mp

12

n Ope Hall ing Din

8.55

3 9.7

8

7

3.12

2

10.

es erti

3

7.7

22

N 50

B

Fire Ca

hen

Kitc

7

19.7

11.1

2

7.7

23

ed

um

Ass

d Foounter Co

ting

2 3

LAMP POST MANHOLE

5.15

6 13.8

Exis

CONTOUR

5

7

.M.=

3.9

ELECTRIC LINE HEIGHT

4 16.6

5

5.0

5

2.5

2 2.7

4.4

9.61

4.7

1 10.6

4

5

5

Pr

er's

6

4.75

es

rti ope

Oth

7.1

7.6 ay

9.3

7

10.4

8.6

.0m

thw

2

4.5

WATER LINE

N 100

4.83

2

2

5.47

4.11

100

Pa

24

3 3.0

6.98

9 7.0

4

5 9

25

7

6.2

37

5 4.8

3.0

26

1

3 2

3.2

2.9

7.7

8

7.8 4.4

36

7.0 .02

8

27

6

2.9

6.98

9 7.0

31

3 6.9

7.6

9

6.12 7.12

ptic Se ank T y wa Path

1

3.1

29

D SED PO 1-15 O PR NTS TE

7.12

30

28

8.0

33

32

6.98

8.8

8

6.1

5.38

4.48

1 5.1

er's

Oth

N 75

9

T

ies

ert

p Pro

7.0

9 3.12

35

34

3.1

TP

SEWER LINE TREE / PLANT

E1

S HA

EN

M OP

L EVE

9

3.82

1

16.9

3.07

5.1 l

6

6.2

Other's Properties

N 100

il oV

3.85

5.39

5.36

7.53

BOUNDARY WALL WITH GATE N 125

8.3

5.59

8.24

4

4.4

6 6.2

way

17.32 Sintex Water Tank

Building

4.3

8

7.0

E 200

3.33

2

s

ertie

rop 's P

E 175

To Vill

10.3

r Othe

E 150

)

E 75

(D

E 50

PLO T

E 25

N/S 0,0

1.7

4.84

lding

's Bui

Other

5.35 4.03

24.41

House Guest Tourism hal Uttranc

1.42

S 50

S 50

.4 11 11.4 6

23.81 Pathw

12

.01

21.07.2016

ay

CAMP PANTHER

7.72

S 75

S 75

4.99

N/S 0,0

E 25

E 50

E 75

E 100

E 125

E 150

E 175

E 200

SHIVPURI, RISHIKESH SNOW LEOPARD ADVENTURES

Pathway

39.33

OVERALL SITE PLAN

SCALE

1:500

k

River Ban

g Gan

iv a R

er

ARCHITECTS :

DRAWING NO.

AL 01

N

Pat

Oth

ay

Pathw

Sintex Water Tank

35 34

ptic Se nk Ta

ay

Pathw

Pro

er's

31

Oth

pert

Pro

er's

Oth

30

154

152

157

156

155

172

150

174 169

Septic Tank 178

166

151

Tent

183

186

184

Tent

181

179

ikesh

To Rish

Septic Tank

.85

House Guest Tourism chal Uttran

278

279

229

228

227

208

226 207

223

192 193

261

262

d R o a

Fire Cam

197 198

p

202

ng Sitti nch 206 Be 205

201

200 199

253

on mm t Co Toile

203

204 ing

Wall

Wall

274

Wall

72

al equ

270

Other's

lding

Bui

280

281

3.35

al

equ

3.35

285 284

al

equ

Pathwa

y

289

5

1.3 8

12

ting

Exis

ay

13

Existing Pathway to realigned

Proposed Tent Platform

Light Lamps to be realigned as per new pathway avoiding Trees and Clear of the pathway as per site

Existing Pathway 3.35 m

ay

Existing pathway to be removed and moved to the lower level. new path way to be. min 1.2m wide.

ay

w Path

Up

Minimum Distance of Proposed Tent Platform from Existing or altered Pathway to be > 450 mm

w Path

Up

hw Pat

Y-

y as hwa Pat thway w e a N ed isting p lign x Rea atch e m o t ite pers

Up

Up

11

3.35

Up

10

9

3.35

1.0

1.53

3.35

Up

8

1.45

e

Up

9

1.41

l qua

3.35

1.47

al

equ

3.35

6 7

1.45

al

equ

ine

L Plot

3.35

e

3.35

Minimum Distance From Plot Line as mentioned on Site Plan

Up

8

4 l qua

amp

4

1.39

287

Fire C

2

286 283

288

X-

Minimum dimension of Each Tent Platform : L = 7.2m , Width > 3.35m

3

1.4

7.1

282

1

3.35

al

equ

a d R o

196

a d R o

273

3.35

al equ

thw

bing ClimWall

Retain

k Soa Pit

ptic Se nk Ta

3.35

al equ

Pa

252 251

209

224 225

191

194 195

263

g Sittinnch Be

260

258

255

Gate

275

276 277

Retaining

189

188

asi

To By

1.43

4

151a 151b

190

187

O

Area

180 Retaining

lding

Bui Other's

185

182

ing

Park

265

ay

245

231

Tank

Location ) be updated

Ent.

1.04

ng

Buildi

176

175 171 170

168 167

149

145 147

(Exact

Tent

1 Main

230

222

L ING POO SWIMM and size to

173

148 146

144

Water

221

219 Pathway

Sintex Water Tank

271 270

e

Proposed Tent Platform

5 0.4

141

218

259

Area

269 272

3.35

l qua

1.43

139 140

38.14

153

143 142

137

138

159

220

217

d Foounter Co

257 256

's r e th

2

ing

Park

268

Pr

Existing Tent Platform

1.38

57.88

158

136

6 6 .

8 216

215

165

ay

thw

Pa

ll

254

264

273

267

Septic Tank

g

g

Buildin

Other's Properties

Buildin

27 ay Pathw

266

250

Openng Ha Dini

38

51 y

Other's

eq

0

163 162

ay

249 248

246

39

3

10

14

Pathwa

ll Openng Ha Dini

247

232

Open

214

212

.48 57

164

161

Prop

211

210

H5

H6

160

H7

H8

76

Pathw

234 233

40

42

11

15

Generator Room

Gate

Proposed Roof Overhang

3.35

ual

1.3

H4

131 134 135

s ertie

213

52

61

62

43

50

53

60

16

25

26

37

h 4 Switc Room

y Pathwa

H3

77

1 7.0 24

29 28

41

49

54 59

63

5

9

12

mon

H2

129 130

132

H1

54a 58

65 64

74 75

235

243

123 128

66

67

73

80 79

236

239 240

244

ay Pathw68 ing72

Exist

78

241

242

y thwa Pa

's Other

133

81

237

238

113

122

127

126

89

15

119

82 83 84

13

17

Com

2

125

11

12 13 14

110

116

124

10

90 91

112

114

117

8 9

88 94

92

111

118

86 87

96

95

93

115

120

121

98

p

ay Pathw

48

7

8

18 23

30

35 36

45

44 55

ay

20

3.0

109

16 17 18 19

21

B.M

Fire Cam

Open Hall ng Dini

Pathw

9 7.0

p

Pro

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Assu

102

103 Foodnter Cou

105

ay Pathw

30

.=99

ay

thw

Pa

104

106 107

108

6 19

Pathw

Prope

Existing Plot Line

7.20

25 24 23 22

21

ay

31

34

5 6

7

85

's Other

y

70 71 97

rties

hen

Kitc

20

1

2 3

4

69

101

0m 100.

22

32 33

47

56

57 100

27

Exis

46

29 28

26

ting

ies

3.35

1.14

37

32

Vill

Pathwa mon Com

9 7.0

31 s ertie

4.11

36

33 To

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5.47

Other's Properties

ties

al

equ

X

3

Building

Legend

Up

Up

14 15

Up

Pa

.77

10

Up

Up

8

5.9

SITE LAYOUT TENTS 1-15

n Hall e p O ing 9 Din 7.9

4 1 .

0 1

ing Sitt nch Be

4

3.35

6.8

8.10 y 8.40 thwa

ay

w Path

Up

n Hall e p O ing Din d Foounter Co

9.42 2

13.05.2016

.11

7 10.4

hwa

To Vill

s

ertie

Prop er's

1.08

8 Plan ( NTS) Key

c pti k e S an T y

8.10

.89

CAMP PANTHER SHIVPURI, RISHIKESH SNOW LEOPARD ADVENTURES

Pat

10.5

hwa

TENTS: 1-15

SCALE

y

1:100

ARCHITECTS :

ay

P

w ath

DRAWING NO.

AL 02

N

3350 Minimum as per site 115

115

1000

3120

Existing retaining wall

Ventilator Above

1500 825

1500

60-70 mm Local StoneCladding on 35 mm Thick Mortar Proposed Cold Air Duct Above (Subject to Change)

Level - 25.00

115 115

115 115

25 mm thick Proposed slate Cladding / Or similar Stone Cladding on 25 mm thick mortar.

Proposed Electrical Points

750

AW DUCT 300x200

Ventilator Above

115

1135

PLENUM 800(L)x500(W) 300(H)

115

115 115

Level - 50.00

AW DUCT 300x200 FOR NEXT ROOM.

AWU-01-01 1200 CFM 1000(L)x1000(W) x1000(H)

Level - 50.00

Level - 25.00

Min. 1300 varies as/ site

Tent Outline

1135

Parapet Wall 750mm High Roof Overhang Above

8175

4550

4600

Level • •• •• • • • • • • •

Living Area

25 mm thick Proposed slate Cladding / Or similar Stone Cladding on 25 mm thick mortar.

Level • •• •• • • • • • • •

6215

8175

Living Area

Metal Primary Supports (Size on hold) Tent Outline 50 115 50 1100 50

960 50

115

GENERAL NOTES:

50

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

1450

115

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

Porch

#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

450

DATE

Porch

21.07.2016

960 50

Flooring as per existing sample on site

Level - 300

3350

UP



















CAMP PANTHER SITE :

SHIVPURI, RISHIKESH CLIENT :

Level - 300

SNOWLEOPARD ADVENTURES CLIENT STAMP AND SIGNATURE

DRAWING TITLE

Existing retaining wall

TYPICAL TENT LAYOUT COORDINATED SERVICES

3350 Minimum as per site/ Tent Platforms wider than 3350 can be retained

TYPICAL TENT LAYOUT SCALE- 1:25



PROJECT :

2112 varies As per site

UP

VERSION

DRAWN BY: DEBADITYA, CHETAN SCALE

1:25

Proposed steps from lower level riser to be <150 as per site

CHECKED BY: NEERAJ

DRAWING NO.

AL 03

ARCHITECTS :

NEERAJ MANCHANDA ARCHITECTS

COORDINATED SERVICES PLAN SCALE- 1:25

52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com

ARCHITECTS STAMP AND SIGNATURE

DD

DD

AA02

AA01

15mm Thk.cudappa stone tiles (average), Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)

200

3120

• • •••• Tent Tie Support +2050

200 x 115 beam on 1800 height

3350 1300

200 x 115 beam on 2000 height supports on column (200 x 200) Metal Support

Bathroom Metal Support

Parapet Wall Top +750

Stone Lintel min. 40mm Thick

2000

1300

3350

Cold Air Duct Provided in the tent (350 X 250)

750

750

115 Thick Parapet Brick Wall, 750 High

FFL 00 Existing

Cold Air Duct Provided in the tent (300 x 200) clear dimension (350 x 250 )

NGL

NGL

SECTION - Z SCALE- 1:25

SECTION - X SCALE- 1:25

Cold Air ducting ( 350 x 250)

15mm Thk. (average), Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)

Beam 200 x 200 on lintel level

1300

Ridge Support Centre +3350

Metal Horizontal Member for fastening Tent

1300

Metal Primary Support

Existing retaining wall

Existing ground level

GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

DATE

3350

Tent Tie Support +2050

VERSION





















PROJECT :

Internal Parapet Wall +750

CAMP PANTHER

Existing Tent Platform Finished with slate Cladding

Toilet

SITE :

SHIVPURI, RISHIKESH

CLIENT :

SNOWLEOPARD ADVENTURES CLIENT STAMP AND SIGNATURE

750

PCC 100mm (1:4:8) Porch

Ground level FFL 00

DD AA03

Existing

1000

Existing

FFL 00

21.07.2016

2000

Metal Rafter

Metal Rafter 200 x 115 beam 4x 8 Ø

Parapet Wall Top +750

550

Ferrocement Roofing Above Toilet cladding with cudaapa on the internal side (15mm thick)

30° Tent Tie Support +2050

15mm Thk.cudappa stone tiles (average), Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)

Ridge Support Centre +3350

1300

1300

Ridge Support Centre +3350

DRAWING TITLE

SECTIONS DRAWN BY: DEBADITYA, CHETAN SCALE

1:50

CHECKED BY: NEERAJ

DRAWING NO.

AL 04

ARCHITECTS :

NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com

SECTION - Y SCLAE- 1:25

ARCHITECTS STAMP AND SIGNATURE

Ridge Support Centre +3350

1300

3350

Metal Horizontal Member for fastening Tent

1300

Metal Support

750

Metal Primary Support

750

Tent Platform Finished with slate Cladding

Porch

FFL 00 Existing

NGL

Metal Horizontal Member for fastening Tent

Internal Parapet Wall +750

Cold Air Duct Provided in the tent (300 x 200) FFL 00

ELEVATION - C SCALE- 1:25

1300

Ridge Support Centre +3350

Tent Platform Finished with slate Cladding

ELEVATION - B SCALE- 1:25 15mm Thk. cudappa stone tiles (average), Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)

Metal Rafter Metal Horizontal Member for fastening Tent

3350

Tent Tie Support +2050

Ridge Support Centre +3350

FFL 00

NGL

1300

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

Tent Tie Support +2050 DATE VERSION

3350

750

Parapet Wall Top +750

GENERAL NOTES:

1300

1300

15mm Thk.cudappa stone tiles (average), Metal Support Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone.

Tent Platform ( Assume overlap to be 30-40%) Finished with Metal Horizontal slate Cladding Member for fastening Tent

21.07.2016

• • ••••





















PROJECT :

CAMP PANTHER SITE :

SHIVPURI, RISHIKESH CLIENT :

SNOWLEOPARD ADVENTURES

Metal Primary Support

Tent Platform Finished with Slate Cladding

750

ELEVATION - A SCALE- 1:25

Parapet Wall Top +750

Porch

FFL 00 Existing

Existing

Tent Tie Support +2050

12mm thick external plaster

Parapet Wall Top +750

Existing

1300

• • •••• Tent Tie Support +2050

15mm Thk. cudappa stone tiles (average), Minimum size 600 x 450 mm fixed or tied to steel under structureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)

Ridge Support Centre +3350

3350

1300

15mm Thk. cudappa stone tiles (average), Minimum size 600 x 450 mm fixed or tied to steel understructureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%) Metal Rafter

CLIENT STAMP AND SIGNATURE

DRAWING TITLE

ELEVATIONS DRAWN BY: DEBADITYA, CHETAN SCALE

1:50

CHECKED BY: NEERAJ

DRAWING NO.

AL 05

ARCHITECTS :

NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com

ELEVATION - D SCALE- 1:25

ARCHITECTS STAMP AND SIGNATURE

6mm thk. Distortion free looking glass to be fixed to the local hardwood framework with high quality adhesive.

(Placed Centrally under the duct)

3350 Minimum as per site

SYMBOL

FIXTURE NAME HYGIENE FAUCET

FAUCET HOLDER TOILET PAPER HOLDER SHOWER MIXER

2825

115

60-70 mm Local StoneCladding on 35 mm Thick Mortar

SHOWER CURTAIN SINGLE LEVER MIXER

Equal

115 115

3120

115 115

115

NOTES & INFORMATION

Equal

Ventilator Above

Clear 300 min

300

Metal primary supports

Wall Hung WC as per Approved Sample

FLOOR TRAP

FLOOR DRAIN

Wash basin as per approved sample (Placed Centrally under the duct) 450

450 1500

960

1500

900

Air Duct Above (300 x 200) Clear dimension (350 x 250 ) Clear Height Below Duct, 2250mm.

Equal

Shower Area

Bathroom

2825

8475

825

Tent Outline Level - 50.00

1135

750

Equal

115 115

115 115

Level - 25.00

Proposed Electrical Points

DD AA04

1135

Truss plan Tent Tie Support +2050

scale- 1:30

15mm thick cudappa cladding

Cold air dust with clear dimension of (250 x 350)

250

Metal Primary Supports (Size as Existing)

Ferrocement roofing

50

Scale-1:15

200x200 beam on lintel level

200

Toilet Plan

Equal

2825

Equal

Level • •• •• • • • • • • •

200 x 115 beam 4x 8 Ø 400

325

350

325

400

115mm thick brick wall

1150

Stone Cladding to stop at 1850 height

GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION. #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.

VERSION

450

Parapet Wall Top +750

DATE

20 mm Kota Stone/ Black Cuddapa Flooring laid on 20 thk. Mortar (1:4)Natural pieces with mortar joint 8 mm to 20 mm max. ( Note: Not cut finished or Sand blasted)

21.07.2016

#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

















CAMP PANTHER SHIVPURI, RISHIKESH

CLIENT :

SNOWLEOPARD ADVENTURES

400

CLIENT STAMP AND SIGNATURE

DRAWING TITLE

BATHROOM DETAIL TRUSS PLAN

FFL 00

DRAWN BY: DEBADITYA, CHETAN SCALE

CHECKED BY: NEERAJ

DRAWING NO.

AL 06

NGL

ARCHITECTS :

NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com

ARCHITECTS STAMP AND SIGNATURE

Scale- 1:15



SITE :

PCC platform Proposed Extensions to be PCC min. 1:4:8, thickness to match existing platform.

A



PROJECT :

B

Scale- 1:15

0

21.07.2016

DATE

0

30

215

450

230

115

0

30

25 100 230

Scale- 1:5

1200

750

100 thk. PCC 1:2:4

Local pebbles/ boulders laid on PCC base, and in mortar of 1:4, grove pointed (on depth 25 thick0 with 1:3

PCC platform Proposed Extensions to be PCC min. 1:4:8, thickness to match existing platform.

12 thk. external plaster (1:4)

25 mm Kota Stone/ Black Cuddapa Flooring laid on 25 thk. Mortar (1:4)Natural pieces with mortar joint 8 mm to 20 mm max. ( Note: Not cut finished or Sand blasted)

115 thk. Brick Wall

25 mm Thk Local Stone Ledge laid on 15 thk. Mortar (1:4)

75 mm Dia metal tubes for primary support (To match existing)

40mm dia metal tubes welded to primary support

• • •• •• • •• •••• • • • •• • •• • • ••• •• ••• • •• •• • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Primary rafter member.

Slate Edge projects a min. 50 mm of support end • ••• • •• •• • ••• ••• • •• • •• ••• • • • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •

25 x 25 mm square metal tubes used as purlins 300 c/c (as/ existing module on site) welded to main rafter.

15mm Thk. (average), Minimum size 600 x 450 mm Fixed or tied tosteel under structureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)

PCC (1:4:8)

100

30

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

GENERAL NOTES:

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

#3 READ, DO NOT MEASURE.

#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

VERSION

PROJECT :

SCALE

    

DRAWN BY: DEBADITYA, CHETAN

  

DRAWING NO.

AA 01

NEERAJ MANCHANDA ARCHITECTS

ARCHITECTS :

52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com

ARCHITECTS STAMP AND SIGNATURE

 

CAMP PANTHER SHIVPURI, RISHIKESH

SITE :

SNOWLEOPARD ADVENTURES

CLIENT :

CLIENT STAMP AND SIGNATURE

DRAWING TITLE

ARCHITECTURE ASSEMBLE CHECKED BY: NEERAJ

100

2000 21.07.2016

DATE

0 30 0

25 100 230

Scale- 1:5 450

230

115

0

30

100 thk. PCC 1:2:4

Local pebbles/ boulders laid on PCC base, and in mortar of 1:4, grove pointed (on depth 25 thick0 with 1:3

PCC platform Proposed Extensions to be PCC min. 1:4:8, thickness to match existing platform.

12 thk. external plaster (1:4)

25 mm Kota Stone/ Black Cuddapa Flooring laid on 25 thk. Mortar (1:4)Natural pieces with mortar joint 8 mm to 20 mm max. ( Note: Not cut finished or Sand blasted)

115 thk. Brick Wall

Stone cladding stop at 1850 height

75 mm Dia metal tubes for primary support (To match existing)

Aluminum window frame

Cudappa cladding

25mm thick ferrocement with 25 x 25 weld mesh integrated with edge beam

200 x 115 thick beam (4 x 8 Ø )

40mm dia metal tubes welded to primary support

• • •• •• • •• •••• • • • •• • •• • • ••• •• ••• • •• •• • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Primary rafter member.

Slate Edge projects a min. 50 mm of support end • ••• • •• •• • ••• ••• • •• • •• ••• • • • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •

25 x 25 mm square metal tubes used as purlins 300 c/c (as/ existing module on site) welded to main rafter.

15mm Thk. (average), Minimum size 600 x 450 mm Fixed or tied tosteel under structureusing GI Wire or Cable ties through holes drilled in each Stone. ( Assume overlap to be 30-40%)

12 thk. external plaster (1:4)

PCC (1:4:8)

100

30

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

GENERAL NOTES:

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

#3 READ, DO NOT MEASURE.

#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

VERSION

PROJECT :

SCALE

    

DRAWN BY: DEBADITYA, CHETAN

  

DRAWING NO.

AA 02

NEERAJ MANCHANDA ARCHITECTS

ARCHITECTS :

52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com

ARCHITECTS STAMP AND SIGNATURE

 

CAMP PANTHER SITE :

CLIENT :

SHIVPURI, RISHIKESH

CLIENT STAMP AND SIGNATURE

SNOWLEOPARD ADVENTURES

DRAWING TITLE

ARCHITECTURE ASSEBLE CHECKED BY: NEERAJ

100

PCC (1:4:8)

Height or Riser to be max. 190mm as per site level.

Local single Stone Riser / Coursed rubble stones in mortar 1:4

450

230

115

100 230

100

#2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.

21.07.2016

#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

DATE

100 mm thick PCC platform (1:4:8)

25 mm thk. max. Slate cladding (Natural broken pieces not Machine Cut) with mortar joint 8 mm to 20 mm max.

150

70Ø mm Dia metal tubes for primary 4mm thick support

25 mm Kota Stone/ Black Cuddapa Flooring laid on 25 thk. Mortar (1:4) Natural pieces with mortar joint 8 mm to 20 mm max. ( Note: Not cut finished Sand blasted)

Existing Pathway Lvl. 150 GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

VERSION





















PROJECT :

CAMP PANTHER SITE :

SHIVPURI, RISHIKESH CLIENT :

SNOWLEOPARD ADVENTURES CLIENT STAMP AND SIGNATURE

DRAWING TITLE

ARCHITECTURE ASSEBLE DRAWN BY: DEBADITYA, CHETAN SCALE

CHECKED BY: NEERAJ

DRAWING NO.

AA 03

Scale- 1:5

ARCHITECTS :

NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com

ARCHITECTS STAMP AND SIGNATURE

400

450

1150

200

250 50

160

230

450

230 #2 ALL DIMENSIONS ARE IN MILLIMETERS. #3 READ, DO NOT MEASURE.

21.07.2016

#4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

DATE

PCC (1:4:8)

100 thk. PCC 1:2:4

Local pebbles/ boulders laid on PCC base, and in mortar of 1:4, grove pointed (on depth 25 thick0 with 1:3

PCC platform Proposed Extensions to be PCC min. 1:4:8, thickness to match existing platform.

20 mm Kota Stone/ Black Cuddapa Flooring laid on 20 thk. Mortar (1:4)Natural pieces with mortar joint 8 mm to 20 mm max. ( Note: Not cut finished or Sand blasted)

Stone Cladding to stop at 1850 height

115mm thick brick wall

200 x 115 beam 4x 8 Ø

12mm thick external plaster

50 mm thick aluminum frame

Cold air dust with clear dimension of (250 x 350)

Fixed Window as per elevation

15mm thick cudappa cladding

Ferrocement roofing

100 GENERAL NOTES: #1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

VERSION



















CAMP PANTHER SITE :

SHIVPURI, RISHIKESH

CLIENT :

SNOWLEOPARD ADVENTURES CLIENT STAMP AND SIGNATURE

DRAWING TITLE

ARCHITECTURE ASSEBLE DRAWN BY: DEBADITYA, CHETAN SCALE

CHECKED BY: NEERAJ

DRAWING NO.

AA 04

Scale- 1:5



PROJECT :

ARCHITECTS :

NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com

ARCHITECTS STAMP AND SIGNATURE

GURGAON

S A LV AT I O N T R E E S C H O O L

7

11

-11

-15

-9

9

-9

33

39

-7

7

-7

5

-5

29

43

K

B 2850

15 25 725

ST #1 W= 2000 R= 150 T= 300

7

LVL.+10800 Third Floor

75 73 71 69

SCALE- 1:50 LVL.+9000

67

T-300 R-150 W-2000

65 63 61

CORRIDOR

59

L`

57

ST #1 W= 2000 R= 150 T= 300

LVL.+7200 Second Floor

7

D2

51

LVL.+5400

43

T-300 R-150 W-2000

41

0

R4

39 37

CORRIDOR

AL-2.101

SD503

V504

D503

D501

3600

3300 300

115 8 LVL.-1800

SD502

900 25

LVL.±0.0 Plinth Level

T-300 R-150 W-2000

50 35

1 -1

600 SCALE- 1:50

PLAN THIRD FLOOR LEVEL

1200 high Steel Handrail as/Spec.

A

-3

AL-2.101

-9 -11

50 X 50 X 3 MS BOX SECTION (COLD GALVANIZED/ FINISHED WITH FLAKE- FINISH GI PAINT) -19 -21

LVL.-3600 Basement Level

-23

SCALE- 1:50

SECTION AA

SCALE- 1:50

15

RCC AS PER STRUCTURE

25 GENERAL NOTES:

19

17

75

75

200.0192

℄

15

11

15

℄

13 11 DETAIL 1 SCALE 1:5

10

100

50 75

E

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

3 THK. 75 X 75 MS SHEET BUTT WELDED TO 100 X 100 MS SHEET & MS BOX SECTION 3 THK 100 X 100 MS SHEET FASTENED TO STAIRCASE RCC WASTE SLAB

50

15

DETAIL 2 SCALE 1:2

13

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

21

25

E 3

23

9

0

10

150

7

SECTION -DD SCALE 1:20

DETAIL 3 - TYPICAL FIXING DETAIL OF INCLINED BALUSTER,

#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

PROJECT :

SALVATION TREE SCHOOL GREATER NOIDA

6 Ø BOLT IN DASH FASTENER MINIMUM 60 PENETRATION INTO RCC

100

50

75

27

NOSING (HALF BULL NOSE) TO BE POLISHED

20 THK. FOAM CONCRETE 1:2 AS PER SPECIFICATIONS

50

SCALE- 1:5

29

25 THK. KOTA STONE ON 15 THK MORTAR IN GRADE 1:4 AS / SPECS.

RCC AS PER STRUCTURE

SECTION EE

SCALE- 1:10

POSITION OF BALUSTERS IN THE STAIRWELL

( Staircase b/w grids K & L` and 7 & 8)

20THK KOTA STONE ON MORTAR IN GRADE 1:4 AS / SPECS.

2850

10 X 6 GROOVE IN PLASTER

-5

-13

230 900

3470

3M ANTI SKID TAPE AS / MANUFACTURER'S SPECIFICATIONS EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)

SECTION BB SCALE 1:20

00

-17

PLAN FOURTH FLOOR LEVEL

( Staircase b/w grids K & L` and 7 & 8)

50 THK ROOF TREATMENT LAID ON 15THK MORTAR 1:4, 8THK CHINA MOSAIC (USING BROKEN WHITE CERAMIC TILES OF 300X 300) FLUSH POINTED WITH 1:2 CEMENT FINE SAND MIX JOINTS OF 4MM NOT EXCEEDING 20 WIDE

50 35

-7

-15

900

45 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO 'T' ANGLE

R1

150

1395

3

25

115

450

3470

115

1250

5

100

450 SCALE- 1:50

( Staircase b/w grids K & L` and 7 & 8)

A

115

450

600

1500

7

8

SD402

1200 high Steel Handrail as/Det.

335 115

1500

CORRIDOR

9

2000

150

D403

AL-2.101

PLAN SECOND FLOOR LEVEL

300

1395 SD403

3400

2500

1200 high Steel Handrail A as/Det.

115

1250

8

450

450

115

50 X 50 X 3 MS 'T' ANGLE WELDED TO MS BOX SECTION

B

115

1500

15

11

300

335 115

375

2000

2000

2 THK 50 Ø MS TUBULAR SECTION BUTT WELDED TO PROFILED 25 Ø MS TUBULAR SECTION

13

119

900

300

375

LVL.+1800

D3

180

17

3600

2000

D1

23

T-300 R-150 W-2000

1200

SD303

UP

2 THK 25 Ø MS TUBULAR SECTION PROFILED AS SHOWN, BUTT WELDED TO MS BOX SECTION

25

21

117

UP

30 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO ANGLE

88

27

19

2000

73

115

755

95

97

35 X 35 X 3 MS ANGLE WELDED TO MS BOX SECTION

29

LVL.+3600 First Floor

3400

SD302

1395

3300

99

50 X 50 X 3 MS BOX SECTION (COLD GALVANIZED/ FINISHED WITH FLAKEFINISH GI PAINT)

50

EXPANDED WELD MESH AS / APP. SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)

450

115

FHC D303

93

2000

1250

75

2000 2000

115

101

91

50

47

31

113

77

755

1500

375

450 755

115

9370

71

2000 335

89

69

UP

111

450

51 49

105

3400

67

87

2500

53

3300

65

85

109

50

49

45

450

81

107

2500

83

63

2 THK 50 Ø TUBULAR SECTION BUTT WELDED TO MS BOX SECTION

55

33

57

SCALE- 1:1

77

35

61

DETAIL 3

SCALE- 1:10

65

7

SECTION CC

79

53

W415

59

300

CORRIDOR

81

1200

W511

A

AL-2.101

89 87 85

SITE :

HS-5, TECHZONE- VII, GREATER NOIDA, UP

50 X 50 X 3 MS BOX SECTION WELDED TO 3 THK MS SHEET

CLIENT :

SALVATION TREE FOUNDATION

3 THK. MS CLEAT TRIANGLE PROFILED BUTT WELDED TO 100 X 100 MS SHEET & 75 X 75 MS SHEET TO SUPPORT IT 10 X 6 GROOVE IN PLASTER

VERSION

50 X 50 X 3 MS 'T' ANGLE WELDED TO MS BOX SECTION

19-10-2016

W503

AL-2.101

T-300 R-150 W-2000

900

W502

95

91

300

600 L`

97

93

( Staircase b/w grids K & L` and 7 & 8)

4075

W403

3400

PLAN FIRST FLOOR LEVEL

A

2000

ST #1 W= 2000 R= 150 T= 300

8

99

83

600 600

600 600

W315

SD202

LVL.14400 Fourth Floor

1025

450 K

W402

AL-2.101

115

SCALE- 1:50

600 600

V402

SD203

1

PLAN GROUND FLOOR LEVEL

L`

101

1200 high Steel Handrail as/Det. A

C

103

115

AL-2.101

( Staircase b/w grids K & L` and 7 & 8)

A

W303

3

WELDING MUST BE OF BEST QUALITY AND PERFECTLY FINISHED.

EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)

300

5

·

CORRIDOR

105

450

A 1425 AL-2.101

600

2000

K

1395

00

R1

C

109 107

LVL.+12600

450

THE TOTAL HEIGHT FROM THE OUTER TIP OF EACH TREAD TO THE TOP OF RAIL SHOULD BE MAINTAINED TO BE 1200.

1500

UP

450 SCALE- 1:50

115

1250

113 111

200

3600

D203

1445

DW100 600

A

( Staircase b/w grids K & L` and 7 & 8)

115

FHC

8

LEVEL -900

1500

1.10(b)

AL-2.101

PLAN BASEMENT LEVEL

1500

2000

D201 450

150

·

30 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO ANGLE

3600

SD103

W108

1245 115

SD102

335 115

1500

1395

375

LVL.+16200

115

3600

D103

47

2000

W= 3400 R= 150 T= 300

115

115

1250

FHC

V107

1250

115

1500

UP

2000

2500

1500

115

8 115

SD001

3400

450

640

Elec.

Shaft

FHC D001

335 2375 115

SD002

25

T-300 R-150 W-2000

2500

2000 375

2000

2000

375

-1

45

3600

UP 2000

121 119

3600

1

27

35 X 35 X 3 MS ANGLE

EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)

117

2000

-1

UP

-3

450 755

3

LVL.+18000 Terrace Floor

2000

-23

-3

41

450

-5

37

2850

-11

3300

-13

-21

W302

35 X 35 X 3 MS ANGLE

35

230

7

115

-19

V302

ST #1 W= 2000 R= 150 T= 300

HEIGHT OF TOP RAIL SHOULD ALWAYS BE 1200 MM FROM FFL.

DATE

ST #1 W= 2000 R= 150 T= 300

·

50

0.06

W215

300

7

2000

ST #1 W= 2000 R= 150 T= 300

W203

W112

NOTES & INFORMATION

40

600

W103

8

100

W102

7 7'

L`

A

AL-2.101

D

600

K

W202

D

4075

V202

L`

A

AL-2.101

3600

AL-2.101

K

V102

600 600

450

L`

2000

A

3300

K

1

2

3

4

5

6

7

8

9

10

DRAWING TITLE

STAIRCASE & RAILING DETAIL 1

45 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO 'T' ANGLE

DRAWN BY: CHETAN

SCALE

AS SPECIFIED

EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID,100 IN VERTICAL DIRECTION) SCALE 1:2

AA-10.101

ARCHITECTS :

NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com

CONSULTANTS

MADHU

CHECKED BY: PANDIT

DRAWING NO.

N

K

L`

K

L`

7

600

600 600

600

600

7

7

NOTES & INFORMATION

5400

5400

L`

35 X 35 X 3 MS ANGLE 35 X 35 X 3 MS ANGLE

ST #4 W= 1500 R= 150 T= 300

UP

1500

D001

5

1500

600

1

1500

3 2330

-3

7 480

-1

ST #4 W= 1500 R= 150 T= 300

5

UP 1500

600

5

1500

600

1

R1

C

UP

3

1 1800

8

1500

480

-1

D

7

B

-3

00

15

9

EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)

1500

2330

1800

8

2330

8

PLAN FIRST FLOOR LEVEL

( Staircase b/w grids K & L` and 7 & 8)

SCALE- 1:50

( Staircase b/w grids K & L` and 7 & 8)

DETAIL 3

SCALE- 1:10

SCALE- 1:1

71

L` 3.15

D6

SECTION CC

69

300

K

SCALE- 1:50

PLAN GROUND FLOOR LEVEL

3400

1500

SCALE- 1:50

( Staircase b/w grids K & L` and 7 & 8)

67 65

D6

2 THK 50 Ø TUBULAR SECTION BUTT WELDED TO MS BOX SECTION

D2

63 61

50

50

50 X 50 X 3 MS BOX SECTION (COLD GALVANIZED/ FINISHED WITH FLAKEFINISH GI PAINT)

50

59 57

T-300 R-150 W-1500

55 53

0

R4

49

30 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO ANGLE

88

300

600

51

47

35 X 35 X 3 MS ANGLE WELDED TO MS BOX SECTION

65

7

D6

EXPANDED WELD MESH AS / APP. SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)

45 43 41

2 THK 25 Ø MS TUBULAR SECTION PROFILED AS SHOWN, BUTT WELDED TO MS BOX SECTION

5

19 17

1500

15

50 35

13 11

3

9

T-300 R-150 W-1500

7

1800

5

8

2330

50 35

00

10 X 6 GROOVE IN PLASTER

3

25

1

150

100

40

50 X 50 X 3 MS BOX SECTION (COLD GALVANIZED/ FINISHED WITH FLAKE- FINISH GI PAINT)

SECTION AA

SCALE- 1:50

( Staircase b/w grids K & L` and 7 & 8)

R-150 W-1500

53 51

3M ANTI SKID TAPE AS / MANUFACTURER'S SPECIFICATIONS EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION) 40THK KOTA STONE ON 15 THK AVERAGE MORTAR IN GRADE 1:4 AS / SPECS.

47

NOSING (FULL BULL NOSE) TO BE POLISHED

49

20THK KOTA STONE ON 15 THK MORTAR IN GRADE 1:4 AS / SPECS. 20 THK. FOAM CONCRETE 1:2 AS PER SPECIFICATIONS

45 43

SCALE- 1:50

19

75

29 27

17

GENERAL NOTES:

23

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS AND CANNOT BE USED FOR ANY PURPOSE THAN SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.

25

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

3 THK. 75 X 75 MS SHEET BUTT WELDED TO 100 X 100 MS SHEET & MS BOX SECTION 3 THK 100 X 100 MS SHEET FASTENED TO STAIRCASE RCC WASTE SLAB

50

21

75

℄

19

25

33 31

T-300 R-150

SECTION BB SCALE 1:20

DETAIL 2 SCALE 1:2

℄

15 13

75

DETAIL 1 SCALE 1:5

10

50 100

35

3

E

15 15

E

37

75

17

39

11

0

10

150

9

SECTION -DD SCALE 1:20

DETAIL 3 - TYPICAL FIXING DETAIL OF INCLINED BALUSTER,

#3 READ, DO NOT MEASURE. #4 ANY DISCREPANCY IN THE DRAWING WILL BE BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY.

PROJECT :

SALVATION TREE SCHOOL GREATER NOIDA

6 Ø BOLT IN DASH FASTENER MINIMUM 60 PENETRATION INTO RCC

100

50

50

SCALE- 1:5

31

RCC AS PER STRUCTURE DRAWING A.ST-1.103

41

SECTION EE

SCALE- 1:10

POSITION OF BALUSTERS IN THE STAIRWELL

100

PLAN SECOND FLOOR LEVEL

45 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO 'T' ANGLE

R1

SITE :

HS-5, TECHZONE- VII, GREATER NOIDA, UP

50 X 50 X 3 MS BOX SECTION WELDED TO 3 THK MS SHEET

CLIENT :

SALVATION TREE FOUNDATION

3 THK. MS CLEAT TRIANGLE PROFILED BUTT WELDED TO 100 X 100 MS SHEET & 75 X 75 MS SHEET TO SUPPORT IT

DATE

1

21

UP

600

50 X 50 X 3 MS 'T' ANGLE WELDED TO MS BOX SECTION

D1

25

150

1500

1500

23

B

-1

27

3.15

2 THK 50 Ø MS TUBULAR SECTION BUTT WELDED TO PROFILED 25 Ø MS TUBULAR SECTION

900

480

D3

180

50

7

29

300

9

-3

T-300 R-150 W-1500

31

900

-5

33

DINING HALL

D

11

35

1025

-7

37

25

ST #4 W= 1500 R= 150 T= 300

13

5860

3900

39

-9

WELDING MUST BE OF BEST QUALITY AND PERFECTLY FINISHED.

C

3

1800

PLAN BASEMENT LEVEL

·

25

11

-5

5400

-7

9

THE TOTAL HEIGHT FROM THE OUTER TIP OF EACH TREAD TO THE TOP OF RAIL SHOULD BE MAINTAINED TO BE 1200.

30 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO ANGLE

300

1800

11

-5

·

725

480

-1

-7

HEIGHT OF TOP RAIL SHOULD ALWAYS BE 1200 MM FROM FFL.

600

7

13

5860

-3

-9 3900

9

13

1500

11

-5

-9

5860

-7

5400 3900

13

1500

-9

5860

3900

EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID, 100 IN VERTICAL DIRECTION)

·

10 X 6 GROOVE IN PLASTER

VERSION

50 X 50 X 3 MS 'T' ANGLE WELDED TO MS BOX SECTION

19-10-2016

5400

K

1

2

3

4

5

6

7

8

9

10

DRAWING TITLE

STAIRCASE & RAILING DETAIL 2

45 X 3 MS FLAT TO BE CONTINUOUS BUTT WELDED TO 'T' ANGLE

DRAWN BY: CHETAN

SCALE

AS SPECIFIED

EXPANDED WELD MESH AS PER APPROVED SAMPLE (50 X 100 GRID,100 IN VERTICAL DIRECTION) SCALE 1:2

AA-10.102

ARCHITECTS :

NEERAJ MANCHANDA ARCHITECTS 52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 26477940 URL: www.nma-design.com

CONSULTANTS

MADHU

CHECKED BY: PANDIT

DRAWING NO.

N

HKA

ARCHITECTS

HIMACHAL PRADESH

R E S O R T, E K A M C H A I L

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X X

X

X X

X

X

X

X

X

X

X

X X

X

X

X

X

X

Sanction drawings

X

X

X X

X

X

X

X X X

X

X

X

X

X

X

X X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X X

X

X X

X X

X

X

X

X

X

X

X

X

X

X X X

X

X X X

X X

X X

X

X

X X

X

X X

X

X

X X

X X

X

X X

X

X

X X X

X X X

X

X

X X

X

X X

X

X

X X

X

X X

X X

X X

X

X X

X

X

X X

X

X

X

X X

X

X X

X X

X X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X X

X

X

X X

X

X X

X

X X

X X

X X X

X

X X

X X

X

X X

X

155

X

X X

X

X X

X

X

X

X X

X X

X

X X

X

150

X

X X

X X

X

X

X

X

X X

X X

X

X X

X X

X

145

X

X

X

X

X X

X

X

X

X X

X X

X

X X

X

X

X

X

X

X X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X X

X

X X

X

X X

X

X

X X

X

140

X X

X X

X

X

X

X X

X X

X X

X X

X

X

X

135

X

X X

X

X

X

X

X

X

X

X X

X

X X

130

X X X X X

X X

X X

125

X

X X

X X

X

X X

X X X

X X

X

X

X

X X X X X

X

120

X X

X X X X X X

115

for information

110

105

EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india

site

Drawing No

A 200 Revision Date

B 08.01.17

hck

Scale 1:100@A3 Drawn by Updated by

109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS

UG RWHT

EXTENSION FOR KITCHEN

OH WT

155

SPA BLOCK 150

145

STP 01 G + 1 - EXTENSION ON EXISTING BUILDING BLOCK

140

DROP OFF

STP 02 135

STP EXISTING

130

UG RWHT

F AF

RS

TE

AR

QU

ST

DG

125

PARKING 02 SERVANT QUARTER UG RWHT

120

115

COW SHED & STORE IN EXISTING BLDG MAIN GATE

CD - 02

PARKING 01

110

105

ekam - chail

Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India

master plan Drawing No

--Revision Date

11.10.2016

hka

Scale 1:100@A3 h/c Drawn by Updated by -

hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060

20 75

60

45 200

ROOM-TH02

75

50

40

40 75

6850

TOI.-TH01

90

3495

55

ROOM-TH01

26

80

F

8490

H-3000 R- 150 T- 250

2895

6515

5700

5370

4330

TOI.-TH04

H- 3500 R- 170 T- 300

ROOM-TH02 ROOM-TH02

136

0

49

80

ROOM-TH02

50

150 295

50 50

50

ROOM-TH02

1105

475

10

97

80

561

0

F

ROOM-TH04

TOI.-TH02 5 520

906

5

F

356

0

LIVING ROOM-TH01

552

5

TOI.-TH03

ROOM-TH02

77

10

ROOM-TH03

F

CD - 02

534

5

ekam - chail

F

Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India

4230

4070

floor plan 01 Drawing No 202.1 Revision Date 11.10.2016

4600

hka

Scale 1:100@A3 h/c Drawn by Updated by -

hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060

813

0.6

9

730

1.8

3

UP

730

1.8

3

TERRACETH01

813

7602.00

0.7

8

UP

DN

14299.99

14273.98

TERRACETH02

CD - 02

ekam - chail

Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India

floor plan 00 7598.00

Drawing No 202.2 Revision Date 11.10.2016

hka

Scale 1:100@A3 h/c Drawn by Updated by -

hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060

813

0.6

730

1

9

TOI.-TH05

730

1

ROOM-TH05

813

7602.00

0.7

8

TOI.-TH07

PANTRY TH01

14299.99

14273.98

UP

LIVING ROOM-TH02

CD - 02

ekam - chail

Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India

floor plan -1 7598.00

Drawing No Revision --Date Revision Date

202.3 11.10.2016 11.10.2016

hka

Scale 1:100@A3 h/c Drawn by Updated by -

hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060

7602.00

STORE ROOM

TOI.- TH06

ROOMTH06

14273.98

7012.29

14299.99 6198.00 1401.00

7598.00

UP

CD - 02

ekam - chail

Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India

floor plan (-)2 Drawing No 202.4 Revision Date 11.10.2016

hka

Scale 1:100@A3 h/c Drawn by Updated by -

hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060

TOI.-TH04

LIVING ROOM-TH01

ROOM-TH04

ROOM-TH03

145 TERRACE TH02

LIVING ROOM-TH01

PANTRY

140

STORE ROOM

TOI.-TH06

ROOM-TH06

135

130

SECTION DD`

for information

EKAM CHAIL 125

village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india

sections Drawing No

A 401 Revision Date

B 08.01.17

hck

Scale 1:100@A3 Drawn by Updated by

109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS

150

TOI.-TH04

TOI.-TH03

145 TERRACE TH01

140

for information

EKAM CHAIL 135

village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india

sections Drawing No

SECTION EE`

A 301.2 Revision Date

B 08.01.17

hck

Scale 1:100@A3 Drawn by Updated by

109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS

SECTIONAL I I`

TOI.-TH04

ROOM-TH02

145

ROOM-TH05

140

for information

EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india

sections 135

Drawing No

A 301.3 Revision Date

B 08.01.17

hck

Scale 1:100@A3 Drawn by Updated by

109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS

B` ST 16 R- - 27 17 5m 5m m m

A`

B

U

P

A

UP

for information

EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india

glass house floor1 Drawing No

A 401 Revision Date

B 08.01.17

hck

Scale 1:100@A3 Drawn by Updated by

109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS

B`

A`

DN

ST 16 R- - 27 17 5m 5m m m

D

N

B

A

for information

EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india

glass house floor2 Drawing No

A 401 Revision Date

B 08.01.17

hck

Scale 1:100@A3 Drawn by Updated by

109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS

03 N IO AT EV EL

EL

EV

AT

IO

02

ST 16 R- - 27 17 5m 5m m m

B`

N

B

U

P

A

UP

N

IO

AT

EV

EV EL

EL

04

A`

N

IO

AT 01

@CONTOURS LVL. 131

@CONTOURS LVL. 128

for information

EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india

ELEVATION 03

elevation Drawing No

A 401 Revision Date

B 08.01.17

hck

Scale 1:50@A3 Drawn by Updated by

109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS

03 N IO T VA

EL

AT

IO

N

02

ST 16 R- - 27 17 5m 5m m m

B`

E EL

EV

B

U

P

A

UP

N

O

TI

VA

04

IO N

A`

AT EV

EL

E EL

01

@CONTOURS LVL. 131

@CONTOURS LVL. 128

ELEVATION 02

for information

EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india

elevation Drawing No

A 401 Revision Date

B 08.01.17

hck

Scale 1:50@A3 Drawn by Updated by

109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS

03 N O TI VA

EL

AT

IO

N

02

ST 16 R- - 27 17 5m 5m m m

B`

E EL

EV

B

U

P

A

UP

N

IO

AT

EV

04

IO AT EV N

A`

EL

EL

01

@CONTOURS LVL. 131

128 @CONTOURS LVL. 128

123

122

121

for information

ELEVATION 02

EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india

elevation Drawing No

A 401 Revision Date

B 08.01.17

hck

Scale 1:75@A3 Drawn by Updated by

109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS

03 N IO AT EV EL

EL

EV

AT

IO

02

ST 16 R- - 27 17 5m 5m m m

B`

N

B

U

P

A

UP

N

O

TI

VA

04

IO N

A`

AT

EV EL

E EL

01

@CONTOURS LVL. 131

@CONTOURS LVL. 128

for information

ELEVATION 01

EKAM CHAIL village dunti, kandaghat- chail road, district solan pin-173217 himachal pradesh, india

elevation Drawing No

A 401 Revision Date

B 08.01.17

hck

Scale 1:50@A3 Drawn by Updated by

109-110 (second floor) Double Storey, New Rajinder Nagar, New Delhi - 110066 ARCHITECTS

@CONTOURS LVL. 131

@CONTOURS LVL. 131

@CONTOURS LVL. 128

@CONTOURS LVL. 128 SECTION BB`

SECTION BB'

SECTION AA'

CD - 02

ekam - chail

Village Dunti, Kandaghat-Chail Road, District Solan, Pin Number- 173217, Himachal Pradesh, India

sections Drawing No 301 Revision Date 11.10.2016

hka

Scale 1:75@A3 h/c Drawn by Updated by -

hiteshkatiyar@gmail.com 109-110, second floor,double storey, new r ajinder nagar , new d elhi - 110060

Options of Roof for Glass house Ethylene Tetra Flouro Ethylene (ETFE) roof

Columns of support

Columns of support

Normal plane roof

Normal plane ro of Without column supports

Ethylene Tetra Flouro Ethylene (ETFE) roof Without column supports

Ethylene Tetra Flouro Ethylene (E TFE) roof without column support

Normal plane roof without column support

Extend roof with different angle to provide cover for parking.

Extend roof with same angle to provide cover for parking.

Extend roof with same angle to provide cover for parking.

Incense the thickness of roof

Extend roof with same angle to provide cover for parking.

Provide roof of Ethylene Tetra Flouro Ethylene (ETFE) Provide extra ro om for manager Re - orient the position of glass house

Incense the thickness of roof

Extend roof with same angle and change the material of roof Ethylene Tetra Flouro Ethylene (ETFE)

Provide roof of Ethylene Tetra Flouro Ethylene (ETFE)

Column for supporting roof Re - orient the position of glass house

Manager room

Glass house

Normal plane roof

Column to support roof Provide extra room for manager and re - orient building

Existing rooms

Entry for glass house

Glass envelope Glass facade Open balcony Open space for seating and waiting area

Resort modeling

Physical model

NEW DELHI

N AT I O N A L W A R M E M O R I A L

P h y s i c a l m o d e l o f Wa r m e m o r i a l

NEW DELHI

N AT I O N A L W A R M U S E U M

P h y s i c a l m o d e l o f Wa r m u s e u m

EKAM ,CHAIL

S P I R A L S TA I R C A S E

0.66'

Spiral staircase plan 70.9"

17.7"

17.7"

2

3

13

16

15

14

4 13

70.9"

14

1

35.4"

15

17.7"

7.1" 7.1"

17.7"

16

35.4" 12

5

12

6

11

11

7

8

9

10

107.5"

10 9 8

70.9"

17.7"

17.7"

1

3

4

516

16

15

14

35.4"

17.7"

2

70.9"

7.1"

7.1"

7.1"

1

6

17.7"

MEZANINE

4

14

35"

13

3

15

35"

7.1" 7.1"

7

13

35.4" 12

5

12

5

2 6

11 7

8

9

10

6

11 7

8

9

10

Reference staircase design

Render views

Execution of staircase on site

Physical model of Residence at Maharani bagh

Physical model of previous studio at new rajendra nagar

Physical model of residence i n C R Pa r k .