POST GRADUATE PORTFOLIO

PORTFOLIO

ARCHITECTURE

University School of Architecture and Planning

Chetan Kataria. B.Arch 2017

D.O.B- 15,Feb,1994 +919013740281 Chetan.k.kataria@gmail.com

Oct 2016 - Feb 2017

HK Architects, Okhla Phase II, New Delhi Architect Intern 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.

Neeraj Manchanda Architects, CR Park, New Delhi Architect Intern Experience gained in Hospitality a mix use development project in Shimla. Layout of Club house, 4BHK villa and working drawings.

Accolade publication NASA 2014 - Work of NASA ANDC 2014 shortlisted.

Book publication - Documentation of Dwarkadhish, Gujrat

Published by USAP, IP university

Education -B.Arch from University School of Architecture and Planning, Indraprastha University, New Delhi, (2017) -AISSCE from Angel Public School, Vishwas nagar, Delhi, (2012)

Skills set - AutoCAD, Revit, Photoshop, Lumion, Rhino, Sketchup, InDesign, Photography.

RESUME

Mar 2017- Feb 2018

ArchRealm, East Laxmi market, Delhi Junior Architect Experience gained in Educational & institutional projects. Redevelopment works at Sylvan trail school, Gurgaon.

Conceptualization, Designing, Layout & working drawings, Rendering work and Presentation. Residential project.

Design a villa on the top floor of Shiv vani school, Dwarka. Designing, Layout drawings, Rendering and presentation. Design a 4 floor Residence in Laxmi nagar.

Jul 2016 - Sept 2016

Professional experience

CONTENTS

Chetan Kataria

CONTENTS

PROFESSIONAL TRAINING Shivpuri Rishikesh- Camp Panther Daksha Shimla- Club House and 4BHK Villa Ekam Chail- Resort India War Museum and War Memorial Gurgaon- Redevelopment work at Sylvan Trail School Dwarka- Villa at Shiv Vani School and Structure for Elevated class rooms Laxmi Nagar- Design a Residence EXPLORING THROUGH UNDER GRADUATE WORK Thesis - Rajaswa Bhawan Urban Design - District Centre VISUAL EXPLORATION

TRAINING

PROFESSIONAL

With an impressive facade, design a tent house and dining hall on site of Shivpuri, Rishikesh for the travelers and who came there for camping. Area of a site is 2.54acers (10282.95sq.m). The challenge was to reuse the existing structure and built a cost efficient place to stay.

Te n t h o u s e S i t e p l a n

CAMP PANTHER

SHIVPUR I R I S H I K E S H C A M P PA N THER

Camp Site

Site

Ganges

Dining hall Sketches

SHIVPURI

RISHIKESH

S i t e To p o g r a p h y

Site

(C) PLOT )

(B

R

)

o

a

d

(C PLOT

d a R

PLOT

o

PLOT ( A )

d R o a

7.23

6.52

king

Par

4 10.1

9.42 2 10.5

8.49

3.38 8.19

8 9 hw

ay

6.3

Pat

8 7.8 ing Sitt ench B p

1.7

Fire Cam

SW

(Exac

tion and t Loca ted) be upda

POOL IMMING size to

Pa

22.65

8.15

4.33

Septic Tank

Tent

1.97

Tent

Other's

H1

h

H3 1.66

Pa

thw

ay

H4

5.7

4

38.1

57.8

8

H5

5.39

S

H6 25

3.18

N/S 0,0

6.24

19

10.8

ay

hw

Pat

2.18

18

7.72

ikes To Rish

H2

2.33

2.35

12.27

17.95

Building

Other

17 12.7

23

1.13

7.99

22

H7

21

H8

4

.16

5.7

2

10

.46

3.14

7.17

7 4.0

.0 25

ertie p Pro r's

20

8

7.17

s

3.03

7 6.2

Building

2.88

3 12.5 3.54

rties 3.07

16 5.24

rope 's P

24

8

57.4

0.96

1.35

7.17

4.4

7.72

N 25

thway

Open

8.14

Wall Retaining

d R o a Tank Water

814 57.8

15 H8 ay

25

9 8.0

4

10.1

4.55

8

2

4.72

n Ope H.7al2l ing 5 Din

9.35

Foodunter Co

26

2.96

9.73

7.8

Other's

6.06 Gate

6.93 7.42

13 thwa Pa

5H5 H6 H7

6 4.4 Fire Camp

Pathw

5 6.4

Ass ay thw

7.65

7.63 14.8

Pa

P

5

7.7

er's

Oth

.= B.M ed um 4.07

5 20

2.98

28

9 3.0

27

5.38 4.48

erti rop

way

Path

.16

10

6 Vill To

7.64

14.84

38.14

.0m 21

4.8

3.22

3.14

7.

100

7

5.35

4.84 4.27

4.09

y

H4

.31 19

3.18

6 8.6 18 25

ies 31 pert Pro30 er's 29 Oth 3.02 .08

.18

6.93

Building

bing ClimWall

tic Sep nk Ta

4

1.89 mon ComToilet

Wall

15.31

Retaining

Tent Septic Tank

11

12 H3

16

1

3.07

17 22

3.11

8.8

d

6.3

7 2.6

9.03

d)

Tent

10

way

Path

ay

3

.14 17

7.09

es

6.28

thw

11.1

7.17

7.09

9

3.43

7.8

8

a d R o ng Silltti nch Be g Wa

nin Retai

7 10.7 Soak

be update

(Exact

9

Tent

2.5

8

tin Exis

Pathw

ay

thw g Pa

ay

y Pathwa

ING size to SWIMM on and Locati

POOL

Pit

er Tank Wat Open

6 7

l n Ope ing Hal 9 Din 7.9

p Fire Cam

5

Metal Primary Support Tent Platform Finished with slate Cladding

.85

13

2 2.7 H1

7 19.7 H2

4.11

8

7.0

23

4.4 33

3.1

3.03

7 6.2 32

3.12

5.1

10.8

6.98

1

7.3

Pa

7.72

5.1

7.57

5.98

57.4

7.17

7.72

N 50

Metal Horizontal Member for fastening Tent

Foodunter Co

n all Opeing H Din

y ngPahthwa Sitti nc Be

4

5 5.0 14

5 4.7

15

1 10.6

p Pro

r's

e Oth

5.47 25

35

24 6.98

tic Sep nk Ta y wa Path

34

7

3.07 .88

6.84

3

6.98

Porch

7.97

bing ClimWall

ptic Se nk Ta

8.24

1.89 on mm Co Toilet

3

12

13

s ertie ay Pathw

7 10.4

n Ope Hall ing Din

7.12

3.09

36

7.12

Foodunter Co

5 9.3

thwa

y

26

Pa

6.

27 12

8

ay

Pathw

9.7

2.96

Oth

.09

8.24

3.82

2.96

Ent. Main

a Are 9 6.3 way

Path

y thwa Pa

ay

6.28

Pathw

1

19.7 5.31

100

p

.=

B.M

ed um

37 Ass

2.98

28

4.48

3.12

7.65

1 16.9

7.53

Other's Properties

5.36

Fire Cam

4.8

3.02

30

3.22

29

8 6.1

.0m

5

31

3.1

1

ies 5.39 pert Pro 5.38 er's Building

17.32

3.11

E 75

Sintex Water Tank

9

9.1

5.59

7.75

N 25

N 50

asi To By

kin Par

3 21.7

21.73

1.93 Sintex Water Tank

Switch Room

2 4

10.5

3.38 3.43

8 6.3

7 2.6

13

2

9.61

7

11

5.47 4.11

7.01

6 8.6

32

9 8.8 To

7.0

9

S 25

N/S 0,0

PLOT ( C ) 354.736 SQ.M = 0.087 ACRES

N 25

9 4.6 rea gA

Septic Tank

4 10.1 Gate

9.42

g Sittinnch Be Foodunter Co

n all Opeing H Din

16.6

7

10.7

l n Ope ing Hal Din 7.99

ay Pathw

2 4.4

.85

4.75

9 10

2.72

7.3

ay

ELEVATION - B SCALE- 1:25

8.55

7.64

8.3

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%)

4

7.1

6.93

Vi

6 6.2ll

8 7.0 way Path

4.66

Building

26.73

3 26.7 6.52

Pro r's Othe ay Pathw

Kitc ing Exist

6

4.83

13.8

2 6

3.9

4 ing

8

Exist

Oth

7

10.4

37

7.12

36

35

ptic Se nk Ta ay Pathw

34

1

3.07

16.9

6.2 2 4.3

rop r's P Othe

PLOT ( B ) 170.312 SQ.M = 0.042 ACRES

10282.954 SQ.M = 2.540 ACRES

Other's Properties

Building Other's d

Generator a R o Room 4.77

7.23 Ent.

2.96

Main

ies pert ea

g Ar

in Park ay Pathw

hen

5.15

4 5

ies

7

way Path.52

5.98

33

3.1

3.85

3.12

4

5.1

4.4

6

3

7.09

s ertie

E 100

ARCHITECTS STAMP AND SIGNATURE

E 50

7.12

6.12

5.39 5.36

7.53

Sintex Water Tank

Other's Properties

To Vill

2 10.38.24

Building

ay

E 75

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

PLOT ( A ) 9213.019 SQ.M = 2.277 ACRES

PLOT ( D ) 544.887 SQ.M = 0.134 ACRES

TOTAL PLOT AREA PLOT AREA

N 50

N 75

9 4.6 ea g Ar in Park

3 21.7

21.73

Building

1.93 Sintex Water Tank

Gate Switch Room

16.64

ay

1

Pathw

2

9.61

3

9.38

11.1

9

7.0

1

TOTAL PLOT AREA 10282.954 SQ.M = 2.540 ACRES

PLOT ( A )

PLOT ( C ) 354.736 SQ.M = 0.087 ACRES asi To By

100

r's Othe Ki ting Exis

4

4.75

L EVE

pert D D Pro er's OSE 05 OP -155.

PR 10N.61TS 14.75 E 2.5 T

6.84

Pathw

6.98

5.1

3.82

PLOT ( D ) 544.887 SQ.M = 0.134 ACRES

)

1 TENTS

PLOT ( B )

9213.019 SQ.M = 2.277 ACRES

HUTS - Location And Sizes=to0.042 be Updated 170.312 SQ.M ACRES

CONTOUR

MANHOLE PLOT ( A )

LAMP POST PLOT AREA N 75

Other's Properties

Building Other's N

Generator Room 4.77

26.7

3

26.73

s ertie Prop n tche

5.15 4.83

1

13.86

SE

3.92 2

HA

4.5

.42

TP EN

M OP

4

4.4

E 150

6

6.2

6 6.2

7.08

Septic Tank

N 125

OP VEL DE ED OS OP -15 PR NTS 1 TE

3.85

2

4.66

H1

PLOT

(B

1

H1

TENTS

HUTS - Location And Sizes to be Updated

HEIGHT

ELECTRIC LINE

MANHOLE WATER LINE

HEIGHT

LAMP POST TREE / PLANT

BOUNDARY WALL WITH GATE

SEWER LINECONTOUR

N 100

TREE / PLANT

ELECTRIC LINE

LEGEND WATER LINE

1

SE

TP E 175

E 150

To Vill

E 125

2

6

5 6.4

NGL

9.19

6.98

ay

10.1

e Oth

750 750

FFL 00 FFL 00

3.33

5.59

NEERAJ MANCHANDA ARCHITECTS

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 Porch slate Cladding Member for fastening Tent

Parapet Wall Top +750 Internal Parapet Wall +750

6.98

7.19

Pathw

on

Comm

4.01

1 ay 10.6on Pathw

Comm

13.8

N 75

Metal Horizontal Member for fastening Tent

Tent Tie Support +2050 Tent Tie Support +2050

8.39

7.72

13.47

8

3.12

N 100

Metal Rafter • • ••••

10.1

9.3

3.11

8

12.3

5.75 ay

E 50

1300 1300

Ridge Support Centre +3350

ARCHITECTS :

AL 03

7.0

E 25

3350

Ridge Support Centre +3350

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%)

CHECKED BY: NEERAJ

E 25

COORDINATED SERVICES PLAN SCALE- 1:25

Existing Existing

ELEVATION - A

Tent Platform

rties

ELEVATION - C

12.5

3

Metal Primary Support ELEVATION - B SCALE- 1:25

N/S 0,0

Existing

8.55

DRAWING NO.

SHIVPURI

ELEVATION - C SCALE- 1:25

3350 1300 1300

1300 3350 1300 750

Tent Platform Finished with slate Cladding

NGL

N ME

DRAWING TITLE

Metal Support

FFL 00



TYPICAL TENT LAYOUT COORDINATED SERVICES 1:25

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



CLIENT STAMP AND SIGNATURE

SCALE

12mm thick external plaster

Parapet Wall Top +750



FFL 00

DRAWN BY: DEBADITYA, CHETAN

Metal Horizontal Member for fastening Tent



SNOWLEOPARD ADVENTURES

Existing retaining wall

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

Tent Tie Support +2050



SHIVPURI, RISHIKESH

CLIENT :

Elevation

• • ••••



es

SITE :

Level - 300

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

Ridge Support Centre +3350



CAMP PANTHER

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

TYPICAL TENT LAYOUT SCALE- 1:25



Pathw

PROJECT :



E 17.32 125

VERSION



7.19

Pathw

on

Comm

4.01

1 ay 10.6on Pathw

Comm

4.3

Tent Platform Finished with slate UP Cladding

NGL

HA

E 175

1300 1300

Internal Parapet Wall +750

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

7.72

13.47

6 13.8

3.33

ti roper 's P Other

Existing

#3 READ, DO NOT MEASURE.

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

750

450 3350

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

Metal Support Porch

FFL 00

2112 varies As per site

Level - 300

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.

10.3

Parapet Wall Top +750

Porch

UP

12mm thick external plaster

50

DATE

115

E 100

3350

960 50

Tent Tie Support +2050

750

1100 50

1450

115

1300

50 960 50

Metal Horizontal Member for fastening Tent

3350

50

21.07.2016

1300

• • ••••

Ridge Support Centre +3350

8

12.3

5.75

E 200

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

Tent Tie Support +2050

Tent Outline

Flooring as per existing sample on site

BOUNDARY WALL WITH GATE

LEGEND

Level • •• •• • • • • • • •

Ridge Support Centre +3350

Metal Primary Supports (Size on hold)

115

SEWER LINE

N 125

E 200

Living Area

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

Existing

8175

4550

4600

Level • •• •• • • • • • • •

6215

8175

Living Area

N/S 0,0

1500

Roof Overhang Above

N 125

1000

Parapet Wall 750mm High

8

1500

Tent Outline

1135

3.9

750

Level - 25.00

Min. 1300 varies as/ site

Proposed Electrical Points 1135

CAMP PANTHE R

Level - 50.00

6

825

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

2.7

115 115

8

Level - 25.00

115 115

5.66

Proposed Cold Air Duct Above (Subject to Change)

3.9

Level - 50.00

60-70 mm Local StoneCladding on 35 mm Thick Mortar

6

Ventilator Above

115

2.7

115

115 115

)

Ventilator Above

AW DUCT 300x200

(D

Existing retaining wall

PLOT

115

3120

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

)

3350 Minimum as per site 115

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

(D

AW DUCT 300x200 FOR NEXT ROOM.

S i t e La y o u t

PLOT

Te n t h o u s e W o r k i n g d r a w i n g s

Open 10.77

Pathway

Up

Existing Pathway

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

Up

Up Up Up Up Up Up

9 10

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

Up

Up

2 3 4 5 6 7 8

3.35

Plot Line

5

DATE  VERSION

#3 READ, DO NOT MEASURE.









11

VERSION

CLIENT STAMP AND SIGNATURE

1.41











Pathway

1.38

Up

CLIENT :

SNOWLEOPARD ADVENTURES CLIENT STAMP AND SIGNATURE

ARCHITECTS STAMP AND SIGNATURE

ARCHITECTS STAMP AND SIGNATURE

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

DRAWING TITLE

SECTIONS CHECKED BY: NEERAJ

DRAWING NO.

Up

SCALE

1:50

AL 04

ARCHITECTS :

NEERAJ MANCHANDA ARCHITECTS

3.35

ARCHITECTS STAMP AND SIGNATURE

8.10 8.40

Up

3.35

1.53

DRAWN BY: DEBADITYA, CHETAN

SIT TEN E LAY TS OUT 1-15

1.09

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

Camp



SHIVPURI, RISHIKESH

AL 04

ARCHITECTS :

289



CHECKED BY: NEERAJ

NEERAJ MANCHANDA ARCHITECTS

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



12

SITE :

DRAWING NO.

1:50

ARCHITECTS :



CAMP PANTHER

DRAWING TITLE

SECTIONS

CHECKED BY: NEERAJ DRAWN BY: DEBADITYA, CHETAN SCALE



PROJECT :

NEERAJ MANCHANDA ARCHITECTS

y



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

3.35

AL 04

CLIENT :

equal

1:50

DRAWING NO.



SNOWLEOPARD ADVENTURES

3.35

equal

DRAWING TITLE

SCALE



SHIVPURI, RISHIKESH

SECTIONS

DRAWN BY: DEBADITYA, CHETAN



SITE :

SHIVPURI, RISHIKESH

CLIENT STAMP AND SIGNATURE

#2 ALL DIMENSIONS ARE IN MILLIMETERS. 

PROJECT :

SITE :

CLIENT :



1.45 CAMP PANTHER

PROJECT :

CAMP PANTHER

SNOWLEOPARD ADVENTURES

21.07.2016

SPECIFIED WITHOUT THEIR WRITTEN PERMISSION.



Up



13



14



DATE



21.07.2016



15

273

283

280

Realigned New Pathway to match existing pathway as Ligh Prop persite ose as t Lamp d Te s to p e Platf nt avo be r orm id r eali of th ing T new g n e pa rees path ed thw ay a and C w ay s pe le r sit ar e Exis Exis ting ti Path rem ng pa Pathway way 3.35 th m o low ved a way to er le nd b e mov new vel. e d to 1.2m path the wid way e. to b e. m in

Exis tin real g Pat hway igne d to

Y-

Min im Platfo um di men rm : L = sion 7.2m of Each , Wid th

Min im as m u enti

Min im Tent um D i alte Platform red Pathw ay

T

Te sed Propo

X-

Exi

Propo

Exis ting

equal

equal

3.35

equal



hwa

282

275

278 279

276

281

277

3.35

equal



Pat

Guest House Uttranchal Tourism

GENERAL NOTES:

3.35



3.35

Other's Building

270

284

274

285

R o a d

VERSION

equal

R o a d

Retaining Wall

204

200

199

Soak Pit

196

Wall

182

Wall

Retaining

151b

151a

1.45

#3 READ, DO NOT MEASURE.

6.84

#1WILL THIS #4 ANY DISCREPANCY IN THE DRAWING WILL BE #4 ANY DISCREPANCY IN THE DRAWING BE DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CONSULTANTS BROUGHT TO THE NOTICE OF THE ARCHITECTS / BROUGHT TO THE NOTICE OF THE ARCHITECTS / CONSULTANTS IMMEDIATELY. CONSULTANTS IMMEDIATELY. AND CANNOT BE USED FOR ANY PURPOSE THAN

7.14

SECTION - Y SCLAE- 1:25

GENERAL NOTES:

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

#3 READ, DO NOT MEASURE.

21.07.2016

SHIVPURI R o a d

208

209

Septic Tank

207

Climbing Wall

206

205

Sitting Bench

203

202

Fire Camp

198

197

(Exact Location

191

192 193 194

190

187

189

188

Tent

169

166 151

150

Septic Tank

4.85 h

To Rishikes

H8

154

153

149

152

143

148

147

136

146

144

139

138

Other's Building

140

137

141

142

145

AA03 Building

3.02

7.09

Gate

181

178

Sep Tan tic k

179

Tent

180 Retaining

183

184

185

186

195

SWIMMING

and size to be updated)

POOL

222

220 221

176 175 171 170

172

168 167

H5

Pathway

H6

57.88

131

132

158

162

161

160

157 156

DD 155

135

H7

134

173

163

129 130

159

124

127

126

133

125

20

21

174

165

H4

164

123 128

19

Other's Properties

y

Pathwa

38.14

GENERAL NOTES:

1.47

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

DATE

Building

254 255

Pathway

251 252 253

Common Toilet

245 231 229

228

226

224 225 227

Tank

223

8.66 Pathway

219

218

Tent

111

112

240 241

Open Water

242 243

217

244

216

214

213

215

H1

H2

H3

122

18

201

6

5

1

Main Ent.

272

262 261 260 259 258

257 256

247

84

11

246

89

12

234

237

235

233

232

13

238

15

239

93 110

113

115

114

116

211

212

27

Pathway

109

102

26

Food Counter

103

Pathway

104

Open Dining Hall

105

25

106

107

24

108

210

57.48

121

17

22

120

16

117 119 118

23

230

14

236

90

91

92

30

97

96

98

100 101

28

Fire Camp 95

29

94

99 Assumed B.M.=100.0m

To Vill

rties Other's Prope

PCC 100mm (1:4:8)

Other's Properties

Porch

DD

AA03

3.35

equal

To Byasi

Septic Tank

Gene Roomrator

Parking Area

Other's Properties

266

264 265

263

273

Sitting Bench

Food Counter

59

60

58

66

61

65

67

7

62

64

63

75

74

72

250

9

249

8

73

68

Open Dining Hall

Existing Pathway

78 77

80 79

10

83

81

248

82

76 Pathway

71

88

31

SECTION - Y SCLAE- 1:25

ExistingAA03 Tent Platform 7.09 Finished with slate Cladding

30

Existing

SECTION - Y SCLAE- 1:25

DD

Pathway

1.48

equal

Other's

Other's Building

4.11 2

3

Room

4 Switch

7

8

9

11

12

10

13

19

269

Parking Area

267 268

15

18

17

16

23

24

26

25

30

29 28

31 Pathway

27 Pathway

38

37

35

36

40

41

34

3

39

43

45

4

44

42

51

50

49

48

Pathway

54a

52

54

53

5

55

Open Dining Hall

56

57

6

69

70

37

36

Septic Tank

Pathway

85

86

87

32

3.11

Porch

31

750

1000

Porch

FFL 00

9 Ke8 y .8 Plan ( NT S)

Ground level FFL 00

Pathway

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

Ground level

Existing

750

1000

FFL 00

Toilet

14

20

1

22

32

2

33

46

47

Other's Properties

Pathway

r Tank

s

x Wate

35

34

33

Sinte

Build

ing

Toilet

Prope rtie

Other's Properties

Metal Primary Existing Tent ExistingSupport Tent Platform Finished Platform Finished with slate Cladding with slate Cladding

750

Internal Parapet Wall +750

Ground level

7.01

21

To Vill

Member for fastening Tent Other's

3350

3350 1300

1300

Internal Parapet Wall +750

271 270

Metal Primary Support Metal Primary Support Metal Horizontal

Existing retaining wall

Existing ground level

Sintex Water Tank

Common Pathway

Toilet

Internal Parapet Wall +750

Existing

1300

3350

Existing retaining wall

Existing ground level

Existing retaining wall

Existing ground level

1.43

1.39

#2 ALL DIMENSIONS ARE IN MILLIMETERS.

Gate

Common Pathway

Tent Tie Support +2050

Existing Kitchen

Tent Tie Support +2050

Tent Tie Support +2050

1000

Prope

Pathway

Septic Tank

1300

1300

1300

Metal Horizontal Metalin Horizontal holes drilled each Stone.

Member for fastening Member for fastening ( AssumeTent overlap to be 30-40%) Tent

286

level

287

Cold Air ducting Cold Air200 ducting Beam x 200 on lintel Beam 200 x 200 on lintel 200 ( 350 Beam x 250) 200 x(level 350 xon 250)lintel level

288

Cold Air ducting ( 350 x 250)

15mm Thk. (average),15mm Thk. (average), (average), Minimum 15mm size 600 xThk. 450 Minimum mm size 600 x 450 mm fixed or tied to steel fixed tied to Minimum sizeor600 x steel 450 mm understructureusing GI understructureusing GI fixed or tied to steel Wire or Cable ties through Wire or Cable ties through understructureusing GI Stone. holes drilled in each Stone. holes drilled in each ( Assume Wire overlapor to Cable be ( Assume 30-40%) overlap to be 30-40%) ties through rties

Ridge Support Centre +3350

5.47

Ridge Support Centre +3350

Ridge Support Centre +3350

1

3.35

equal

3.35

equal

SECTION - X SCALE- 1:25

72

SECTION - X SCALE- 1:25

1.04

3.35

SECTION - X SCALE- 1:25

SECTION - Z SCALE- 1:25

1.30

equal

2000

NGL

10.47

SECTION - Z SCALE- 1:25

115 Thick Parapet Brick 115Wall, Thick Parapet Brick Wall, 750 High 750 High

FFL 00

Z

1.38

equal

NGL

3.35

550

550

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

750

750

NGL

FFL 00 Existing

NGL

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

Existing

FFL 00 Existing

Existing

FFL 00

115 Thick Parapet Brick Wall, Stone Lintel 750 High min. 40mm Thick

Stone Lintel min. 40mm Thick

3.35

550 2000

1300 Parapet Wall Top +750

1.43

the tent

Other's Properties

2000

2000

1300 Parapet Wall Top +750

NGL

Metal Rafter

200 x 115 beam on 2000 200height xX 115 beam on 2000 height (350 250) supports on column (200 x 200)on column (200 x 200) supports Metal Support Metal Support

FFL 00

Metal Support

height x 200)

200 x 115 beam on 1800 200height x Air 115 beam 1800 heightin Cold DuctonProvided

750

750

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

Bathroom

1.14

height

min. 40mm Thick

Metal Rafter

2000

1300

1300

Parapet Wall Top +750

• • ••••

Tent Tie Support +2050

Metal Rafter

200 x 115 beam 4x 8 Ø200 x 115 beam 4x 8 Ø

Parapet Wall Top +750

• • •••• Tent Tie Support +2050

3350

Metal Rafter

Parapet Wall Top +750

15mm Thk.cudappa 15mm Thk.cudappa 115 beam on 1800 stone tiles (average),200 stonextiles (average), Minimum size 600 x 450 Minimum mm size 600 x 450 mm beam fixed or tied to steel 200 fixedxor115 tied to steel on 2000 understructureusing GI understructureusing GI supports on column (200 Wire or Cable ties through Wire or Support Cable ties through Metal holes drilled in each Stone. holes drilled in each Stone. ( Assume overlap toStone be ( Assume 30-40%) overlap to be 30-40%) Lintel

1300

200

200

3120

3350

3120

3350

Metal Support

DD AA01

Ridge Support Centre +3350

0.45

7.20

1.08

3.35

1300

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

30° Tent Tie Support +2050

1300

30° Tent Tie Support +2050

Existing

om

1300

1300

200 x 115 beam 4x 8 Ø

DD AA01

Metal Rafter

Ridge Support Centre +3350

3350

Metal Rafter

750

Ridge Support Centre +3350

1300

Ridge Support Centre +3350

• • •••• Tent Tie Support +2050

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

Te n t h o u s e La y o u t

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

AA02 AA02 Ferrocement Roofing Above Toilet cladding with cudaapa on the internal side (15mm thick) 15mm Thk.cudappa

CAMP PANTHE R

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. ( AssumeDDoverlap to be 30-40%) DD

Section

X

DD AA01

8.10

DD AA02

30

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

0

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

30

0

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

50 mm thick aluminum frame

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

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

12mm thick external plaster 200 x 115 beam 4x 8Ø

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

40mm dia metal tubes welded to primary support 40mm dia metal tubes welded to primary support

200 x 115 thick beam (4 x 8 Ø ) 25mm thick ferrocement with 25 x 25 weld mesh integrated with edge beam

Scale- 1:5

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

Cudappa cladding

1200

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

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

Stone cladding stop at 1850 height

Scale- 1:5

215

115 thk. Brick Wall

115 thk. Brick Wall

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)

750

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)

12 thk. external plaster (1:4)

12 thk. external plaster (1:4)

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

100 thk. PCC 1:2:4

230

230

100 thk. PCC 1:2:4

115

100

230

115

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

100

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

100

100

25

25

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

230

PCC (1:4:8)

Mirror

Stone Ledge Wall Height Varies As/ Site

Wall Hung WC as per Approved Sample

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

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

100 thk. PCC 1:2:4

230

PCC (1:4:8)

450 GENERAL NOTES:

3 4 5 6 7

#1 THIS DRAWING IS THE PROPERTY OF NEERAJ MANCHANDA ARCHITECTS / CO AND CANNOT BE USED FOR ANY PURPO SPECIFIED WITHOUT THEIR WRITTEN P

2

#2 ALL DIMENSIONS ARE IN MILLIMETERS

1

#3 READ, DO NOT MEASURE.

DATE

21.07.2016

#4 ANY DISCREPANCY IN THE DRAWING W BROUGHT TO THE NOTICE OF THE ARC CONSULTANTS IMMEDIATELY.

SITE :

VERSION

SHIVPURI, RISHIKESH

CLIENT :

PROJECT :

CHECK

SNOWLEOPARD ADVENTURES

CAMP PANTHER

AA 04

DRAWING NO.

CLIENT STAMP AND SIGNATURE

SCALE

ARCHITECTURE ASSEB

DRAWING TITLE

DRAWN BY: DEBADITYA, CHETAN

ARCHITECTS STAMP AND SIGNATU

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

ARCHITECTS :

NEERAJ MANCHANDA ARCHITECTS

GENERAL NOTES:



#1 THIS DRAWING IS THE PRO NEERAJ MANCHANDA ARCH AND CANNOT BE USED FOR SPECIFIED WITHOUT THEIR



#2 ALL DIMENSIONS ARE IN M



#3 READ, DO NOT MEASURE.



21.07.2016

#4 ANY DISCREPANCY IN THE BROUGHT TO THE NOTICE CONSULTANTS IMMEDIATE

SHIVPURI, RISHIKESH

SITE :

VERSION

CLIENT :

PROJECT :

SNOWLEOPARD ADVENT

CAMP PANTHER

AA 0

DRAWING NO.

CLIENT STAMP AND SIGNA

SCALE

DRAWING TITLE

ARCHITECTURE

DRAWN BY: DEBADITYA, CHETAN

ARCHITECTS :



52/114, C R PARK, NEW DELHI - 110019 Ph - (011) 26271770-71,Fax-(011) 264779 URL: www.nma-design.com



ARCHITECTS STAMP AND

DATE

100

450 NEERAJ MANCHANDA ARC

GENERAL NOTES:



#1 THIS DRAWING IS THE PROPERTY NEERAJ MANCHANDA ARCHITECT AND CANNOT BE USED FOR ANY P SPECIFIED WITHOUT THEIR WRIT



#2 ALL DIMENSIONS ARE IN MILLIME



#3 READ, DO NOT MEASURE.



21.07.2016

#4 ANY DISCREPANCY IN THE DRAW BROUGHT TO THE NOTICE OF THE CONSULTANTS IMMEDIATELY.

SHIVPURI, RISHIKESH

SITE :

VERSION

CLIENT :

PROJECT :

SNOWLEOPARD ADVENTURE

CAMP PANTHER

CLIENT STAMP AND SIGNATURE

DATE

100

450

PCC (1:4:8)

115mm thick brick wall Stone Cladding to stop at 1850 height

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)

SHIVPURI

2000

Aluminum window frame

250

0

0

50

30

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%)

30

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

200

0

1150

30

Fixed Window as per elevation

450

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%)

400

0

15mm thick cudappa cladding

160

12 thk. external plaster (1:4)

30

Ferrocement roofing

230

Section AA01

Detail Section

100

Section AA02

CAMP PANTHE R

Detail Section

PLANNING

DAKSH A A H I L L S H O S P I TA L I T Y SHIMLA , HIMACHAL PRADESH

Hospitality Site

A Luxury destination in the Himalayas, the first and the largest of its kind. Amilla Hills is an integrated, low-density ecologically conscious destination retreat in a location of unmatched natural beauty on slopes and crest of a mountain that offers exquisite views of the great Himalayan panorama. Area of a site is 427 hectares (42,78,554 sq.m)

Ta s k h a n d l e d -Conceptualization, Designing, Layout drawings and Rendering Master planning

Site

SHILMA

5 S tar h o te l 4 B H K apar tm e n ts St ud io a p a r tm e n ts Luxur y a p a r t men t s

Club house 1 B H K apar tm e n t s 2 B H K apar tm e n ts 3 B H K apar tm e n ts

MASTER

S i t e To p o g r a p h y

HOUSE

THE CLUB HOUSE

With an impressive facade, the Club house will be the nerve center for all social and cultural activities. A user friendly design, cheerful ambiance, aesthetics that are reminders of a mountains-cape and top-notch facilities will ensure that residence are inspired to spent quality time. Club house area 1447 sq.m.

Club house floor plans

3D views

LV L - 0 2

LV L - 0 1

Rooms Cutout Open terraces Wooden deck

LV L - 0 0

Toilets

- Kitchen, Storage and Office on lowest level.

- Restaurant, Pantry, Wooden deck out door seating and Gym on middle level.

- Restaurant, Coffee shop, Exclusive dinning, Bar and Open terrace.

3D view of Club house

Circulation

Club house facilities

CLUB

Legend

VILLA

4 B H K A PA R T M E N T S

The key feature of these villas lies in the fact that it will be built on the slope to render unobstructed view of mountains from large glass windows and solarium in each villa. The villa are equipped with private garden, living room, lounge & dinning, master bedroom, luxury bathrooms, private parking, solarium. Area of villa 400sq.m.

4BHK floor plans

3D view

LV L - 0 0

Section

LV L ( - 0 1 )

Rooms

Circulation

Entrance lobby

Wooden deck

Kitchen

Toilet

4BHK

Legend

3D view of 4BKH apartments

LV L ( - 0 2 )

RESORT

EKA M R E SORT CHAIL, SHIMLA , HIMACHAL PRADESH

Chail

The key factor of this project is to built a resort without disturbing nature as the site have many trees so the built form planned to built between trees. The form is looks like floating in air with an impressive facade. Resort have a unobstructed view of mountains. Area of a Site is 7457 sq.m. and resort area 222sq.m.

Ta s k h a n d l e d - Designing, Layout drawings, Model making and Rendering.

Master planning

O pe n s e ati n g s pac e

Site

Dr op -of f

E n tr y

R es or t Water ta n k

G l as s h o u s e r e s o r t P ar k i n g

E x i s ti n g r o o m s

S taf f qu ar te r s W a y f or t h e r e s o r t

EKAM CHAIL

SHILMA

Existing site plan

Floor plans LV L- 0 0 Rooms

Toilet

Lounge

Deck

RESORT

Legend

3D model

Store

Their are four rooms and one lounge on the top level. Then a wooden deck for the open seatings and gathering on (-1) lvl below that on (-2) lvl one room and library, seating space provided. On one room on (-3) with a wooden deck attached for outdoor seating and views.

LV L ( - 0 1 )

LV L ( - 0 2 )

LV L ( - 0 3 )

Proposals of roof extension with Ethy lene Tetra Flo uro Ethy lene (ETFE ) ma teria l fo r Gla ss ho use

EKAM CHAIL

Section

Physical model

MUSEUM

IND I A WA R M E M O RI A L A N D MUS E UM DELHI, INDIA

Site plan Lawn- 02

Lawn- 02

Lawn- 03 D E S I G N E V O L U T I O N

Lawn- 03

Site section

All the towers which is created in lawn 2 is related to war which takes place between 1947 to 1999 and as the scale of war increases the height of tower and ground level increases.

INDIA WAR MEMORIAL

Its a competition floated by Ministry of defense, Government of India. The design of the memorial should be a fitting monument to honor the memory of the brave soldiers. As the location of the Memorial is in the vicinity of the India Gate, the design would need to respect the surrounding context. There is a height restriction that form will not exceed 1.5m corresponding to road level.

Ta s k h a n d l e d - Presentation, Model making and Rendering.

I n d i a Wa r m e m o r i a l a n d Museum site Muse um si t e

Site

Site

Me mo r i al si t e

DELHI

3D view

RESORT

IND I A WA R M U S E U M DELHI, INDIA

3D view

A National War Museum has been planned in New Delhi as a tribute to Indian soldiers and to showcase the nation’s military culture, customs, traditions and history. The Museum is envisaged to be world class, state of the art building which will be a ‘must visit’ landmark for those visiting New Delhi. An inter connecting underground tunnel connecting the Museum with the National War Memorial (being planned in C Hexagon near India Gate) will be integral part of the Museum Complex.

Saving all trees in the setback area and 22 of the oldest trees that fall within the built up perimeter.

The Main Museum building Ramps up from the landscape. It creates an elevated green public plaza over the entire building and rises all the way to the top with old trees finding a way through its courtyards.

The Rear Annexe Building that has green terracing provides a green, bright & spacious environment to the central facilities, labs & workshops.

The sunken amphitheater acts as a interface between the tunnel connecting the Museum to the Memorial.

The double height covered plaza under the gallery leads to a triple height space that greets all the visitors into the central foyer. Where the visitors are taken to the 4th floor post the security check I ticket & information counters I public facilities.

The Main exhibition galleries shade the amphitheater and create a big Buffer space before the main entry.

The galleries start from the 4th floor and the visitors descend all the way to the ground floor via the next connected building in a continuous loop.

The Entire complex comes together as a mix of multitude of spaces, double height semi covered public plazas I open to sky green plaza that ramps up the building/ internal green courtyards that provide view and light to the museum spaces I internal spaces that have unbound views to the green landscape ...

Floor division Museum management Library

Gallery space Auditorium Central facilities Gallery space Green space

INDIA WAR MEMORIAL

Design evolusion

Retaining old trees Covered public interface Parking

Physical model

G U R G A O N, H A R YA N A

SYLVAN TRAIL SCHOOL

RED E V E LOPM E N T W O RK AT S Y LVAN TR AIL S CHO O L

Redevelopment Site

Site zoning Built up

Hall for music and dance classes

03

Tensile structure for shading Reception and waiting area

Site images

04

01

02

Kitchen space

REDEVELOPMENT WORK

Its a redevelopment (extension) and some new interventions work at Sylvan trail School site for the new bathes. Site area 1.09acres (4425sq.m). Interventions like providing a hall for music and dance classes by make some changes in exiting building, a kitchen area to provide food in lunch time, Extend the existing structure and give a reception and waiting area and some tensile structures in play ground and open spaces to protect from direct sun light.

Site

GURGAON

SYLVAN TRAIL SCHOOL

Elevation west

REDEVELOPMENT WORK

Reception zone 01

Elevation east

SYLVAN TRAIL SCHOOL

Section A113_2

The design of reception uses maximum natural sun light through sky light in roof and big windows panels so that consumption of electricity decrees and make anesthetically more pleasant.

REDEVELOPMENT WORK

Section A113_R1

Section A116_R1

6' - 5 1/2"

6' - 0"

8' - 8 1/2"

1245

4' - 1"

3023

9' - 11"

8' - 1"

940

Kitchen zone 02

PATRI

838

2463

12

457 889

68 3 1"

37 34

'-

3"

8'

1' - 6"2' - 11"

24 61

-1

"

18 29 6' -0 "

35 41 71 /2"

SYLVAN TRAIL SCHOOL

2655

2' - 9"

1829

3' - 1"

1010

3' - 4"

12 '-

1968

/2"

8'

-1

24 77 1/2 " 5'

21 36

"

7' -

1302 737

16 02

-3

1092 3' - 7"

TOILET 19

82 6 81 /2 "

9 m²

1524 5' - 0"

Title

2515 8' - 3"

3"

8' -

1956

251 5 "

196 7

5 1/2

86 .0 0°

29 m²

6' -

838 2' - 9"

12

5' - 9 1/2"

2540 8' - 4"

737

838 2' - 9"

Section A129_2

ROOM 06

2' - 5"

21

1766

CORRIDOR

6' - 5"

2' -

3986 13' - 1"

2"

24 89

8' -

43 94 14 '-5 "

864

1321 889

17 m²

889

2235

13

1956 6' - 5"

11 42 m²

REDEVELOPMENT WORK

"

ROOM 05

2' - 11" 2' - 11"

ROMM 07

4' - 4"

1168

610

610

3' - 11"

14

2' - 0" 2' - 0"

2' - 5" 4' - 3 1/2"

COURTYARD

1282

25

1676

1575

3' - 10"

5' - 2"

6' - 4"

1041 406 914

3' - 8"

4' - 2 1/2" 3' - 10" 4216

1061 3' - 6" 13' - 10"

2642 8' - 8"

4446

2540 8' - 4"

14' - 7"

1111 3' - 8"

OPEN GARDEN

5' - 6"

82 2

81

0"

1930

6' - 4"

991

3' - 3"

914 1194

3' - 11"

1168

7' - 4"

787

1930

3' - 8"

37 m² 1123

1118

711

4226

6

ol, Gurgaon

/22'" -

10

1194

ROOM 01

PATRI

-9

81

17 m²

8836

Kitchen plan

'-

29 71

TOILET

29' - 0"

8' - 4"

2546

2' - 7"

1070

33 m²

2' - 7"

787

18

12 m²

5

9'

2' - 4" 2' - 10" 3' - 5" 1' - 4"3' - 0"

7

WAITING HALL 02

9

34 m²

3' - 0"

6' - 3" GARDEN

3' - 6"

4402

14' - 5 1/2"

12' - 9" ROOM 02

1537

17

4 m²

3102

19' - 2"

1905

3885

CABIN

10' - 2"

5837

5' - 0 1/2"

Open courtyard

13' - 10 1/2"

686

2' - 3"

The area which client wants to be convert in to kitchen isCORRIDOR basically a small open courtyard with a attach water cooler and have 17 14 5' 3454 508 4013 1092 1524 2184 -7 ROOM 04 1/2 corridors on1' all sides.

Area of 3'a- 7"courtyard is 11.47sq.m. 20 82 " 6 11' - 4" - 8" 13' - 2" 5' - 0" 7' - 2" 2 11 '-

1899 6' - 2 1/2"

Sheet No.

As Built Master A106

Issue Date 18 Apr, 2017

3D view of reception

Existing plan

Elevation A106

New plan for hall

REDEVELOPMENT WORK

Earlier it was a residence in school site which is to converted in to hall for music and dance classes as per requirements of client with some additional structural support. To hold the roof because existing structure of residence was not built by considering further requirements. Plot area 203.97sq.m.

SYLVAN TRAIL SCHOOL

Hall zone 03

Elevations A107-1

Elevation A107-2

3D views

DWARKA , NEW DELHI Their was a two work on the same site. One is to design a villa on the top of school roof. Second work is to provide a structural system to built a 2 floor elevated class rooms about 8-9m height and plan to make a tennis court on the empty elevated space. Area of a site 3731.98sq.m. As per the requirements villa has 3 bedroom, 1 living room, kitchen, toilet, outdoor siting space with terrace garden along with it 3â&#x20AC;&#x2122; feet deep swimming pool, septate entrance for the villa and landscape features.

Site zoning

01

Elevated class room site

Site

Section 02

Villa plan

02

Villa Site

Site

DWARKA

Section 01

V I L L A AT

Villa site on the top of school roof

SHIV VANI SCHOOL

VILLA AT SHI V VA N I S C H O O L

Site image

Entrance gate

3D views Feature wall with plants

Low height glass railing

Planters

Siting space Water body

Feature wall with plants

Terrace garden

3â&#x20AC;&#x2122; deep swiming pool

Villa section 02

Pergola for shading

Sloping roof with sky light for natural light

Bedrooms

Terrace balcony with planters

SHIV VANI SCHOOL

Pergola for shading

V I L L A AT

Villa section 01

Structural plan

Section S105

Notes : - Grade of Concrete M30 for columns and foundation.

- Grade of Steel Fe500 for beams and slabs.

- Effective cover for Foundation- 70mm, Columns- 40mm Beam- 25mm, Slab- 20mm

V I L L A AT

Plot boundary

Notes - Provide 7No. of columns in longitudinal direction @ 3.68m c/c.

- Provide 6No. of columns in lateral @ 3.88m c/c.

- Size of the column 600x850mm.

- Beam will be provided at Plinth, Lintel and Roof level along the periphery of the plot.

- Size of Plinth beam- 300x450mm

Lintel beam- 300x450mm

Roof beam- 400x650mm - Provide grid slab at a spacing of 1m c/c.

Grid beam size 200x650mm, Slab thickness is 100mm.

SHIV VANI SCHOOL

Elevated class room structural system-02

Detail 3-S106

Detail 2-S106

LAXMI NAGAR, DELHI

DESIGN

DESI GN A R E S I D E N C E

Residence site

Site images

LAXMI NAGAR

RESIDENCE

Stilt floor

Site

Design a four floor residence with stilt for parking in East laxmi market, Delhi. Area of a plot is 100sq.m and according to the MCD by laws 45â&#x20AC;&#x2122; feet is the height restriction including stilt floor. Site condition are open from both front and back side and having adjacent plot on both sides. Client requirements is to minimize the usage of electricity and good amount of ventilation on each floor and planning is done by vastu.

Second floor

Hot and Cold air diagram

DESIGN

First floor

Energy analysis

RESIDENCE

Design a shaft (6’ feet X 6’feet) as wind tower plus light shaft through which hot air convert into cold air and rooms get defused sun light in day time. This shaft minimize the electricity consumption on every floor.

Electricity Consumption

DESIGN

Front elevation

RESIDENCE

Third floor

Humidity

3D view

THROUGH

EXPLORING

D W A R K A D H E E S H , G U J R AT

THR OUGH

Dwarkadeesh temple and ghat

URBAN DESIGN STUDY

Our studio was a journey towards peeling the skin of what we see and relate it to what existed, exists and can exist in future.

It was a mythological, geographical and cultural study of Dwarkadheesh. Primary motive was to study the patterns of a town`s expansion.

Temple Gomti river

Arabian sea

Urban morphology arabia sea

GUJRAT

EXPLORING

Context plan

In Dwarkadeesh the temple was the earliest

development, which was followed by the street on the western side which was in habited by brahmins. With the further enhancement of the temple people from the lower cast occupied the nearby area to carry the rituals associated with the temple.

5 th c e n t u r y

1 5 th c e n t u r y

1 7 th c e n t u r y

2 1 th c e n t u r y

THROUGH

Evolution of temple

Gateways of the temple

South gate the swarg dwar

Temple plan

Temple elevation

Temple section

EXPLORING

The garbagriha is the oldest built structure along which the circumambulation happened. By the 15 century another structure was added for a closed path along with the addition of 5 stories mandap in front of cella.

One can identity the inspiration and resemblance in the building of the garbagriha and later on two shrines were added in the temple complex by 17th century. This made entrance of the temple from the west as the garbagriha was located in the east and another entrance was from ghats in the south.

Later on three more shrines were added which were dedicated to `devki` mother of krishna. This abandoned the west entrance and the new entrance was created in north. Thus the final existing entrance today is the `swarg dwar` in south from river front and `moksha dwar` on north. th

West gate fortified after the Addison of devki

North gate the moksh dwar

WORK

U N D E R G R A D UAT E

U N D E R G R A D U AT E T H E S I S

Bhartiya vidya bhawan

Asia house

dh

Lady irwin school

avr

ao

Ma

rg

s i te

st Ka

Ro

ad

Tila kM

ka

arg

ho

arg iM

As

dh

an aG

urb

Bhai house Ma of waeship

arg

oM

vra

a dh

Copernicus Marg

Ma

d

ila

u aq

roa

ran

Man singh road

Pu

Rajpath

In d i a gate

Major dhyan chand national stadium

Rajaswa Bhawan is being built to facilitate two departments of Ministry of Finance, CBDT and CBEC. It also has public facilities for the general public.

R ajaswa Bhawan *The Central Board of Direct Tax (CBDT) provides essential input for policy and planning of direct tax in India and its also responsible for the direct tax law through Income Tax Department. *Central Board of Excise and Custom (CBEC) is a part of the Department of Revenue. It deals with the collection of custom, central excise duties and Service Tax.

City aspects diverse fabric

Chandni chowk

Connaught place

DELHI

AJASWA

The final year thesis focused on building headquarters for Department of Revenue, Ministry of Finance, under Government of India. The site is located on a prominent location in Lutyen`s Delhi on kasturba Gandhi Marg. The plot measures 5.65 acres and situated at a distance of around 1km from India Gate.

BHAWAN

RAJASWA BHAWAN OFFICE SPACE

Surrounding skyline

ka

Ro

ad

Section through Kasturba Gandhi Marg

rg Ma

Tila

ho

hi nd Ga rba

stu Ka

As

site

Rajpath

Site zoning Power house

Primary entry

Way to Basement

Seating space

Site section

Amphitheater Way to Basement

Central Board of Direct Taxes iar

t Ter y

ntr

ye

Central courtyard

Central Board of Excise and Custom Seating space Way to Basement

Secondary entry

Auditorium

Sculpture court

3

Gateway for entrance

Seating space

Exit

Vehicular Public

Faces of site

1

Public activity Zone

Gateway for exit Office Zone

Library

Concept of two blocks CBDT and CBEC

Grand entrance

2

4 4 5 3

1

Main axis with central courtyard

Terrace and Solar Panels

Key plan

5

Concept sketches

Section through Shrimant Madhav Rao Marg

India Gate

2

AJASWA

site

kM arg

Copernicus Marg

The site

BHAWAN

THE EVOLUTI ON PROCESS

Separating public and private activities

Double height terraces

Underground water tank

Entry/Exit

Power house LVL +150

Entry

LVL +40000

ri Sh nt

ma

LVL +200

LVL +33000

LVL +36500

Courtyard LVL +1500

20m Wide Road

LVL +150

Kasturba Gandhi Marg

Toward CP

dh

Ma av

Feature wall

o Ra

LVL +33000

Ma 1 rg

Auditorium

4m

Solar Panels

Toward India Gate

de Wi a Ro

LVL +150

d

Cafe and Sitting Space LVL .00 Entry

India Imam Organization

Exit Shrimant Madhav Rao Marg 14m Wide Road

Jaswant Singh Road 14m Wide Road 10

20

30

Ground floor Exit from Basement

LVL +150

Block 3

Block 2

Block 1

Courtyard LVL +1500 rim Sh

Block 4

Block 6

Block 5

ao

vR

ha

ad

tM

an

rg Ma m 14 de Wi

Way to Basement

LVL +150 Sculpture Court LVL +200

Exit from Basement

d

a Ro

Entry 10

20

Way to Basement LVL +150

Entry

0

30

40

Block 1 Post office- 100sq.m Control room and workshop100sq.m Block 2 Bank- 100sq.m

Block 4-5 Meeting hall- 100sq.m

Shrimant Madhav Rao Marg 14m Wide Road

Exit

3D view

Entry/Exit Kasturba Gandhi Marg 20m Wide Road

Way to Basement

Feature wall LVL +200

Area Specification

Block 6 Indoor games- 150sq.m

40

AJASWA

0

Site area- 5.65 acres (22,864.7 sq.m) FA R - 2 . 2 Ground coverage- 20-25% Buildup area- 50316 sq.m

Block 3 Exhibition- 240sq.m

Sculpture Court

Bhai House of Warshi

BHAWAN

Site plan

40 30 20 10 Area Specification Block 1-Office Space- 547sq.m, Block 2-Office space- 573sq.m, Block 3-Office space-423sq.m, Block 4-5-6- Office space- 2110sq.m.

0

Ninth floor

BHAWAN

Fifth floor

View from KG marg

View towards courtyard

AJASWA

View from Madhav rao road

40 30 20 10 Area Specification Block 1-2-5-6-Office Space- 74sq.m, Library- 3660sq.m, Block 3-4-Record room- 2469sq.m, Pantry- 8sq.m Block 1-2-5-6-3-4-Reception14sq.m, AHU- 10sq.m

0

Physical model

Buf f er s p a c e, Wai ti n g ar e a f o r B an k

Tertiary entry. Power house and way to Basement

B ac k s i de f o r s e ati n g an d f o r u n de r g r o u n d wate r tan k

Entry

BHAWAN

Spaces

Entry

Exit

Se a t ing space with the v iew o f fe a t u re wall

Sc ulp t ur e c our t

S e c o n dar y e n tr i e s wh i c h l e ad to th e c e n tr al c o u r ty ar d an d c o n n e c ts to th e o th e r par t o f th e bu i l di n g s . Th e r e ar e two s e c o n dar y e n tr i e s .

Water bo dy w i th th e cen tral ax i s l ead to th e f eatu re w al l w h i ch i s strai g h t i n f ro n t o f cen tral ax i s

AJASWA

Entry/ E xi t

Cen tral ax i s l eads to o th er bl o cks o f th e bu i l di n g . Wi th th e ch an g e o f space f l o o ri n g al so ch an g es.

Au di to ri u m an d caf eteri a space

Section from longer side

BHAWAN

Section from shorter side

Elevation from Shrimant madhav rao marg

Elevation from KG Marg

AJASWA

Elevation from madhav rao marg

CENTER

DISTRICT CENTER RAJENDRA PLACE 4th YEAR URBAN DESIGN

Site images

The 4th year Urban Design project involved in redesigning of District Center, at Rajendra Place, Delhi. The site had an area of 3,19,000sqm (31.9hec). The design solution required to redevelop the District Center and revive the area around lake.

Site condition

Ne

wr

oht

roa

d

Gu

ru

rav

id

as

ma

rg

ak

ad Pusa ro

Rajendra place district center lies in central delhi area, to the west of connaught place. There is a single major road serving the district center called as Guru ravi das marg.

However it is already reaching its maximum carrying capacity as it is the only road joining the New rohtak and Pusa arterial road. At area level also, lack of public areas play a vital role in dumping the overall foot fall which the street can command.

DELHI

DISTRICT

Contextual response

Rajendra bhawan

Prasad nagar lake

BLK hospital

Jaypee siddharth hotel

Approach

Section from different road types

CENTER

Road network_existing and proposed

# Providing alternate modes of transport solutions in correspondence to present road network. # Converting office and institutional land use into commercial and mixed land use. # Building library park and community complex.

NEW ROAD PROPOSED FLYOVER PROPOSED

Tr a n s p o r t n e t w o r k

Site level zoning

DISTRICT

EXISTING ROAD WIDENED

Existing zoning

Proposed zoning

#Commercial (hotel+ cinema+ local market+ mall)- 22.2% #Community hall (satsang)- 2% #Residential (group housing+ old age house+ orphanage +hostel)- 30.4%

CENTER

Land use

Zoning guidelines

ZONE A

#Office (office+ bautiques+ studios)- 27.6%

#Within a range of 50m around the lake, no permanent or temporary structure is allowed. #After then structure are having only smaller activities and provide seatings on terrace.

tation Metro s

#Institutional (hospital+ primary school+ medical college)12.1%

ZONE B

#Total site area 31.9 ha

#Buildings have primary function as residential and can not have more than 3% commercial.

#Total Built up area 126.8 ha

#Open area 22.9% Site section

#Area under green 5.2 ha

#No permanent or temporary built structure can be made in any

DISTRICT

#Ground coverage 27.9%

ZONE D stilted area.

ZONE E #Structure in this zone cant have residential land use. #The ground floor of these structures must be put in commercial use only.

ZONE F #Designated medical zone provided can not be encroached by any other function expect for medical facility.

CENTER

Eighth floor Seventh floor Sixth floor Fifth floor

Sciography- 10 AM

B

C` A`

Fourth floor

C

B`

Third floor A

DISTRICT

Sciography- 03 PM

Second floor

Section through site Section AA`

First floor

Ground floor

The library

CENTER

Library 3D views

The library

Covered courtyard

Office space

Seating space on terrace

Section through library Section BB`

DISTRICT

Section through library Section CC`

E XPLOR ATI O N

VISUAL

E XPLOR ATI O N

VISUAL

PORTFOLIO

ARCHITECTURE

chetan.k.kataria@gmail.com 9013740281 9811044715 101-D, East Luxmi Market Patpar Ganj Road Delhi-92