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