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[inclusive]Housing INCLUSION-EXCLUSION
SITE 3, DWARKA SECTOR 23, NEW DELHI vvv
Aman JainA/2012/2008
Kaushik NaarayanA/2011/2008
Section (A)
Session of 2011-12 IVth Year, Dept. of ArchitectureSchool of Planning and Architecture,New Delhi
Studio faculty: I.M. Chishti|Santosh Auluck|Vinod Gupta|Meena Mani
M.L. Bahri | Rommel Mehta| Biresh Shah|Rajeev Agrawal | Leon Morenas | Raka chakavarty
D3.1
1
TO INCLUDE MEANS TO SIMULTANEOUSLY EXCLUDEIN
OUT
CITY
SOCIETY
SOCIETY
HOUSING
VITALITYCULTURE TRADITIONAL TO CONTEMPORARY INTEGRATION
SEPARATETOID
EN
TIFY
INTEGRATEU
NIT
ETO
INCLUSIVITY CANNOT BE FORCED. AS ARCHITECTS WE CAN ONLY PROVIDE OPPORTUNITIES FOR INTERACTION AND EVOKE A COMMUNAL FEELING BY OPTIMIZING THE USAGE OF COMMON USED SPACES IN HOUSING.
AS GROUP HOUSINGS RISE HIGHER EVERYDAY,THE GROUND LEVEL IS LESS AND LESS ACCESSSIBLE TO THE UPPER FLOOR DWELLERS.THIS WARRANTS A SCHEME,WE BELIEVE,WILL BRING THE GROUND TO THE DWELLER.NO UNIT IS MORE THAN 2 FLOORS AWAY FROM A GROUND LEVEL(as street levels).These streets pervade the housing connecting all parts of the site.
UNIT TYPE AREA(SQM) NUMBER BUASQM
E.W.S 40 412 21000
L.I.G 70 160 11200
M.I.G 90-120 122 15000
H.I.G 120-200 120 19200
[inclusive]Housing E.W.S
SITE 3, DWARKA SECTOR 23, NEW DELHI vvv
Aman JainA/2012/2008
Kaushik NaarayanA/2011/2008
Section (A)
Session of 2011-12 IVth Year, Dept. of ArchitectureSchool of Planning and Architecture,New Delhi
Studio faculty: I.M. Chishti|Santosh Auluck|Vinod Gupta|Meena Mani
M.L. Bahri | Rommel Mehta| Biresh Shah|Rajeev Agrawal | Leon Morenas | Raka chakavarty
D3.1
2
1:100
PREFAB ALUMINIUM PLUG-IN UNIT
COLUMN+ SHAFT
SLABS
TRUSSWORK
CONFIGURATION
ELEVATION TREATMENT
THE VOID (STREET)
STRUCTURE SERVICES
KEY FEATURESPRE- FABRICATED UNITS (SELF LOAD BEARING)
INCREMENTAL
STREETS EXTEND AS COMMON LIVING AREAS.
2500 FLOOR TO CEILING HEIGHT
SUBSIDISED BY H.I.G
RESIDENTS WORK AT THE HOUSING ITSELF
MAIN CINEMA HALL
STAIRCASE TO UPPER FLOOR
15sqm
30sqm
95sqm
95sqm
8sqm
8sqm
210sqm
210sqm
576sqm
382sqm
184sqm
115sqm
115sqm
CINEMA HALL 2
PROJECTOR ROOM 3
PROJECTOR ROOM
OFFICE
CAFETERIA
FOYER
TICKETING BOOTH
MAIN ENTRANCE
TOILET
CINEMA HALL 3
PROJECTOR ROOM 2
TOILET
Built around 1948.One of the rst landmark buildings next to the new gate.
13OO seater cinema hallLater divided into three cinema halls
350 ,350,600.First to have dolby sound system
rst to project live telecast of theworld cup match in jaipur.ART DECO style.Architect V.Namjoshi.
the golcha is a mis- t contextuallythe new MALL CULTURE.Exclusive nature of the exis ng building.the tra c conges on in the old citydiscourages cinema goerschanging trends in cinema culture.
the site has a poten al of crea ng an
interac ve atmosphere bykeeping in mind about the peoples evergrowing needs.
the site also is the basin of the oldcity and new city
THE GOLCHA is losing itsprominence in the present mes.The clogged roadsthe changing cinema culture, the newculture of malls and theINEFFICIENT FUNCTIONINGof the cinema have all lead to loss ofcontextual relevance.
HISTORY PRESENT STATE
WHY THIS SITE ?
ISSUES
GOLCHA CINEMA AND PRECINCTVEHICULAR NON-MOTORISED PEDESTRIAN
SCALE 1:500
SCALE 1:1000
S
0T
W
MIDWAY BETWEENALBERT HALL AND CITY PALACESANGANERI GATE AND AJMERI GATE
,THE CINEMA OCCURS AT A MAJOR TOURIST NODEOCCURS AT A TRANSITION BETWEEN THE CONTEMPORARY AND TRADITIONADJACENT TO THE HERITAGE WALL.
HAPHAZARD COMMERCE LEADS TO THE KILLING OF
THE PUBLIC SPACE.THE BUILDING IS NEARING THE END OF IT’S LIFE CYCLE.IN-EFFICIENT DESIGN
THE MAIDAN IS UNDER-UTILISED.
THE URBAN DESIGN POTENTIAL OF THE SITE.
THE PUBLIC SPACE OUTSIDE THE
WALL IS STILL AVAILABLE TO THE
WALLED CITY.
ILLEGITIMATE ENCROACHMENTSPEDESTRIANISM IS DEAD IN THE AREA.
RAM LILA MAIDANPresently used as a parking facility when not in use as a congrega on space. Poten al to behave as a public space and breather for the otherwise congested tradi onal city is evident.
chaura ra
asta
residence
s
GOLCHA
cinema
baapu bazaar
auto st
and
wallram lil
a
maidan?
IN-EFFICIENT USED AS P
ARKING
UNTAPPED PUBLIC SPACE
OVER
-CRO
WDI
NG
TRAFFIC
FIRE HAZARD
UNDER PERFORM
UNI-DIR
ECTIO
NAL
CONGES
TION FESTIVITIES
OPEN SPACENO HIST
ORYRIGID PLAN
RETAINING THE FACADE
DESIGN EVOLUTIONPROCESS TREE
O.A.TEXISTING
RESTAURANTS
TECHNOLOGY
MULTIPLEX
IMAX
SHOPS
WALL
CINEMA
SHOPS
PUBLIC SPACE GOLCHA PLACE
VOLUME MANDALA FLUIDITY CONNECTIVITY
( a + b - c ) x d = e
SCALE 1:500
MOVEMENT : VEHICULAR
SITE PLAN
MOVEMENT : PEDESTRIAN
N
FIGURES
SITE AREA 4590 sq.m.
BUILT AREA 3172 sq.m
FLOOR AREA RATIO 0.6
GROUND COVERAGE 28%
THEATRE CAPACITY
MULTIPLEX 1 200 person
MULTIPLEX 2 200 person
IMAX 212 person
GOLD CLASS 30 person
RESTAURANT CAPACITY 90 person
PARKING CAPACITY
4 WHEELERS 28
2 WHEELERS 80
1
W1
W1
W1
W1
W1
W2
W2
V1
V1
V1
D1
D1
D1
D2
D2
D2
D3
D3
D3
D3
D3
D2
D1
D1
D2
D2
D2
D3
D3
D2
D3
W1
W1
W1
V1
V1
L.T. CABLES
NO
. of riser-21N
O. of thread
-20w
idth of thread
- 300mm
height of riser- 150mm
H.T. CABLES FIRE HYDRANT
NO
. of riser-21N
O. of thread
-20w
idth of thread
- 300mm
height of riser- 150mm
D1
W1
D1
D1
W1
W1
D2
W1
W1
V1
V1
W2
W2
V1
D2
W1
W1
V1
V1
W1
D3
D3
D1
D1 D3
W1
D2
D2
DN
UP
D2
W2
W2
D2
W1
D3
D3
D3
D3
D3
D2
D2
D3
23
45
67
89
1011
12ABCDEFGHI
66003020210010701030
2130299066005340
54405680
21803340
17202610
8102850
26005670
6370
230
2715
115
1200
5055
5210
2651038700
38700
26510
128016004690
26801600
19201200
2901600
2901200
1801600
1070160024801600
10701600
180469016001280
26801600
19201200
2901600
2901200
3760600
33201600
2810600
39803880
3400120 600
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70202020
6001450
4850 1600
1120 610 1200 380
1000 9003200
900 1000 380 1160 980 7501600 4850
1450600
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1330600
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53003980
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1630900 600
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430780
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36802260660600560
115
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335
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120
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115
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1157503525
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34902590
100
T-1TA
4.1
T-2TA
4.2T-3
TA 4.3
T-4TA
4.4
MT-1
TA 4.1
MT-2
TA 4.2
MT-3
TA 4.3
MT-4
TA 4.4
K-2KA
5.2
MK-2
KA 5.2
MK-1
KA 5.1
K-1KA
5.1
15 mm
DRO
P
15 mm
DRO
P
15 mm
DRO
P
15 mm
DRO
P
15 mmDROP
15 mmDROP
15 mmDROP
15 mmDROP
15 mmDROP
15 mm
DRO
P
15 mmDROP
15 mmDROP
15 mm
DRO
P
15 mmDROP
15 mmDROP
15 mmDROP
15 mmDROP
15 mmDROP
15 mmDROP
15 mm
DRO
PM
T-3TA
4.3
T-3TA
4.3
15 mm
DRO
P
15 mm
DRO
P
15 mmDROP
15 mm
DRO
P
15 mmDROP
15 mmDROP
15 mm
DRO
P
15 mmDROP
15 mmDROP
15 mm
DRO
P
15 mmDROP
730 900 1200 900 1200 900 730
1900
1900 1900
1900
1900
1900 230230230230
300
345 1725 345 1755340
1480 510
19851955
1985605
605
605
115
300
230
7520
10055
LOBBY
GUEST
LIFT
GUEST
LIFT
SERVIC
ELIFT
BEDRO
OM
LIVIN
G + D
ININ
G
SERVA
NT'S
QUA
RTER
BALC
ON
Y
BEDRO
OM
BALC
ON
Y
BEDRO
OM
BEDRO
OM
LIVIN
G + D
ININ
GLIV
ING
+ DIN
ING
LIVIN
G + D
ININ
G
BEDRO
OM
BEDRO
OM
BALC
ON
Y
BALC
ON
Y
BALC
ON
Y
BALC
ON
Y
BEDRO
OM
BEDRO
OM
600
480
115SHA
FT
600
480
115SHA
FT
600
480
115SHA
FT115
SHAFT
600
480
545
480
115SHAFT
600
480
115600
480
115600
480
115115
600
480
545
480
115
SHAFT
SHAFT
SHAFT
SHAFT
SHAFT
3200
1075
1080
201816343230 28 26 24 22
DN
UP
BEDRO
OM
BEDRO
OM
20 18 16 34 323028262422
1985
115
OWNER'S ENGINEER
NO
RTH
SCA
LETO
TAL
STAG
EBLD
G. N
O.
DRG
. NO
KAUSHIK N
AA
RAYA
N.B
2011/A/2008 4th Year
Section 'A'
TYPESIZE
L.LVL
C.LV
LNo.
REM
ARK
D1
1200X2100
2100
1
D2
2
D3
750X2100
2100
3
900X2100
2100
W1
1600X19602760
1800
W2
2900X1960
800
V1
600X8002400
21600
2760
STRUCTURA
L NO
TES:
1- CO
NC
RETE GRA
DE W
ILL BE M 25
2- CO
VER TO
OUTER LA
YER OF M
AIN
REINFO
RCEM
ENT SHA
LL BESPEC
IFIED BELO
W O
R DIA
OF M
AIN
REINFO
RMEN
T BAR W
HICHEV
ERIS G
REATER (UN
LESS NO
TED O
THERWISE)
a) IN FO
OTIN
GS - 50m
m
b) IN C
OLUM
NS - 40m
m
c) IN BEA
MS &
SLAB ED
GES - 25m
m O
R TWIC
E THE DIA
. MA
INREIN
FORC
EMEN
T.
d) IN
SLABS - 20m
m.
e) IN W
ALLS - 25m
m.
3- ALL REIN
FORC
EMEN
T WILL BE TO
R STEEL CO
NFIRM
ING
TOIS-1786-2008 UN
LESS NO
TED O
THERWISE.
4- READ
THIS DRA
WIN
G IN
CO
NJUN
CTIO
N W
ITH RELEVA
NT
ARC
HITECTURE &
PLUMBIN
G D
RG.
5- GRA
DE O
F STEEL- FE-500 D
6- REFERENC
E POIN
T FOR C
OLUM
N LA
YOUT SHO
ULD BE TA
KEN FRO
MA
RCHITEC
TURAL D
RAW
ING
DEVELOPERPRO
JECT:
TITLE :
HOUSIN
GPRO
JECT
1A
1:100
TYPICA
LFLO
OR PLA
N
10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY
AN
AU
TOD
ESK
ED
UC
ATI
ON
AL
PRO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTPR
OD
UC
ED B
Y AN
AU
TOD
ESK ED
UC
ATIO
NA
L PRO
DU
CT
C.I. JA
LI75 THK PC
C 1: 2: 4 A
S PLINTH PRO
TECTIO
N
ON
E CO
URSE BRICK W
ORK
IN 1:4 C
EMEN
T MO
RTAR
RAM
MED
EARTH
DRA
IN
GRO
UND
LINE
IN S
IDE
RCC
LINTEL
6MM
TH FROSTED
GLA
SS
FLY MESH 20 SW
G IN
STAIN
LESS STEEL
MS G
RILL
6MM
TH FROSTED
GLA
SS
MS G
RILL
WO
OD
EN TO
P RAIL O
UT OF 50 X 70
WO
OD
EN BO
TTOM
RAIL O
UT OF 50X70
PRECA
ST CO
NC
RETE CIL
WO
OD
EN FRA
ME O
UT OF 150X60
50 mm
DIA
STAIN
LESS STEEL PIPE AS HA
ND
RAIL
OU
T SID
E WO
OD
EN A
RCHITRA
VE
PRECA
ST CO
NC
RETE SIL
FINISHED
FLOO
R
FINISHED
FLOO
R
BASEM
ENT FIN
ISHED FLO
OR
RCC
BAEM
AN
D SLA
B
BASEM
ENT V
ENTILA
TOR
230mm
THICK BRIC
K WA
LL
META
L STRIP AS W
EATHEW
R SHIELD
75mm
THICK KO
TA STO
NE
LAYER FIXED
WITH M
OTA
R1:4
RCC
RETAIN
ING
WA
LL150 m
m THIC
K75 m
m BIRC
H ON
EGD
E WA
LL
75mm
THICK KO
TA STO
NE
LAYER FIXED
WITH M
OTA
R-1:4
RCC
RETAIN
ING
WA
LL150 m
m THIC
K75 m
m BIRC
H ON
EGD
E WA
LL
RAFT FO
UND
ATIO
AS PER
STRUCTURE D
RAW
ING
LCC
(1:4:8)BASE
FOR FO
UND
ATIO
N
RAM
MED
EARTH
15mm
THICK KO
TA STO
NE
LAYER FIXED
WITH M
OTA
R-1:4FO
R WA
TER PROO
FING
PCC
1:3:6 AS A
BASE FO
R FLOO
RING
MO
TAR 1:5
FLYASH PA
VERS A
S FLOO
RING
PCC
( 1:3:6 SUB) FLOO
R
750
WIN
DO
W C
IL AN
D BA
LCO
NY D
ETAIL
SCA
LE 1:10
RAFT FO
UND
ATIO
N D
ETAIL
SCA
LE 1:10
PLINTH D
ETAIL
SCA
LE 1:10
DRIP
CEM
ENT G
ROUTIN
G
BRICK TILE
20 THK MO
RTAR 1:6
POLYM
ERISED BITUM
EN FELT
50 THK PCC
1:4:6 + WA
TERPROO
FING
AG
ENT 1:40
MUD
PHUSKA IN
FILL
EARTHEN
POTS
120 THK RCC
SLAB 1:2:4
DRIP
PRECA
ST P.C.C
. GO
LATO
CO
VER THE
TUCKIN
G C
HASE
PRECA
ST CO
NC
RETE CO
PING
WITH SLO
PE 1 IN 16
60
100
PARA
PRT DETA
ILSC
ALE 1:10
OWNER'S ENGINEER
NO
RTH
SCA
LETO
TAL
STAG
EBLD
G. N
O.
DRG
. NO
DEVELOPER
DESIGN CONSULTANT
PROJEC
T:
TITLE : HOUSIN
GPRO
JECT
KAUSHIK N
AA
RAYA
N.B
2011/A/2008 4th Year
Section 'A'
GEN
ERAL N
OTES:
1- ALL D
IMEN
SION
S ARE IN
MM
UNLESS N
OTED
OTHERW
ISE.
2- NO
DIM
ENSIO
NS A
RE TO BE SC
ALED
FROM
THIS DRA
WIN
G.
3- CO
NTRA
CTO
RS MUST V
ERIFY ALL D
IMEN
SION
S ON
SITE BEFORE
CO
MM
ENC
ING
OF W
ORK.
4- IN C
ASE O
F AN
Y DIFFEREN
CE IN
DIM
ENSIO
NS A
ND
LEVELS BETW
EENA
RCHITEC
TURAL A
ND
STRUCTURA
L DRA
WIN
GS C
ON
TRAC
TOR
SHOULD
SEEK THE CLA
RIFICA
TION
BEFORE PRO
CEED
ING
.
STRUCTURA
L NO
TES:
1- CO
NC
RETE GRA
DE W
ILL BE M 25
2- CO
VER TO
OUTER LA
YER OF M
AIN
REINFO
RCEM
ENT SHA
LL BESPEC
IFIED BELO
W O
R DIA
OF M
AIN
REINFO
RMEN
T BAR W
HICHEV
ERIS G
REATER (UN
LESS NO
TED O
THERWISE)
a) IN FO
OTIN
GS - 50m
m
b) IN C
OLUM
NS - 40m
m
c) IN BEA
MS &
SLAB ED
GES - 25m
m O
R TWIC
E THE DIA
. MA
INREIN
FORC
EMEN
T.
d) IN
SLABS - 20m
m.
e) IN W
ALLS - 25m
m.
3- ALL REIN
FORC
EMEN
T WILL BE TO
R STEEL CO
NFIRM
ING
TOIS-1786-2008 UN
LESS NO
TED O
THERWISE.
4- READ
THIS DRA
WIN
G IN
CO
NJUN
CTIO
N W
ITH RELEVA
NT
ARC
HITECTURE &
PLUMBIN
G D
RG.
5- GRA
DE O
F STEEL- FE-500 D
6- REFERENC
E POIN
T FOR C
OLUM
N LA
YOUT SHO
ULD BE TA
KEN FRO
MA
RCHITEC
TURAL D
RAW
ING
EXTERNA
LWA
LL SECTIO
N
FINISHED
FLOO
R
GLA
ZEG FLO
OIN
G TILES
20 THK MO
RTAR 1:6
POLYM
ERISED BITUM
EN FELT
MUD
PUSKA A
SW
ATER PRO
OFIN
G
5A
10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY
AN
AU
TOD
ESK
ED
UC
ATI
ON
AL
PRO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY A
N A
UTO
DESK
EDU
CA
TION
AL PR
OD
UC
T
D2
W2
MK-2
KA 5.2
D2
W2
MK-2
KA 5.2
WASH
F.T.
DRAWER12 MM DROP
STORAGESTORAGE
DRAWER
DRAWER
C'
C
230 TH. BRIC
K WA
LL
RECESSED
WIN
DO
W
STEEL CHIM
NEY
AS PER D
ETAIL
OV
ER HEAD
STORA
GE
OF M
DF BO
ARD
20 mm
TH. GRA
NITE C
LAD
DIN
G
STORA
GE SPA
CE
BASE C
ABIN
ET
STAIN
LESS STEELSIN
K
100 mm
GRA
NITE SKIRTIN
G
PVC
FLOO
R TRAP 75m
m
150 X 200 MM
CERA
MIC
TILES
125mm
THK. R.C.C
SLAB
40 MM
THK. FLOO
R FINISH
20mm
Thk. GRA
NITE TO
P
280 MM
CIN
DER FILLIN
G
B' B
100 MM
WID
E SKIR
TING
120 MM
THK. R.C.C
SLAB
40 MM THK. FLOOR FINISH
BASE C
ABIN
ET
230 TH. BRIC
K WA
LL
RECESSED
WIN
DO
W
WITH EXHA
UST FAN
UTENSIL STA
ND
300 MM
WID
EO
VER HEA
D STO
RAG
E
20 MM
Thk. GRA
NITE C
LAD
DIN
G
LOUV
ERED PA
NEL SHUTTER
FOR W
ASH BA
SIN
20mm
Thk. GRA
NITE TO
P
150 X 200 MM
CERA
MIC
TILES
230 TH. BRIC
K WA
LL
STEEL CHIM
NEY
AS PER D
ETAIL
300 MM
WID
EG
LASS C
OV
ER STORA
GE
ELECTRIC
APPLIA
NC
ES
40 MM
PAN
NEL D
OO
R
SPAC
E FOR C
YLIND
ER
150 X 200 MM
GLA
ZEDC
ERAM
IC TILES
120 mm
thk. R.C.C
SLAB
40 mm
thk. FLOO
R FINISH
LIGHTIN
ING
FIXTURE
BASE C
ABIN
ET
STORA
GE
STORAGE
B
B' B
C'
C
SECTIO
N A
A'
SECTIO
N C
C'
SECTIO
N C
C'
SECTIO
N BB'
DD
'
SECTIO
N D
D'
OWNER'S ENGINEER
NO
RTH
SCA
LETO
TAL
STAG
EBLD
G. N
O.
DRG
. NO
KAUSHIK N
AA
RAYA
N.B
2011/A/2008 4th Year
Section 'A'
TYPESIZE
L.LVL
C.LV
LNo.
REM
ARK
D1
1200X2100
2100
1
D2
2
D3
750X2100
2100
3
900X2100
2100
W1
1600X19602760
1800
W2
2900X1960
800
V1
600X8002400
21600
2760
STRUCTURA
L NO
TES:
1- CO
NC
RETE GRA
DE W
ILL BE M 25
2- CO
VER TO
OUTER LA
YER OF M
AIN
REINFO
RCEM
ENT SHA
LL BESPEC
IFIED BELO
W O
R DIA
OF M
AIN
REINFO
RMEN
T BAR W
HICHEV
ERIS G
REATER (UN
LESS NO
TED O
THERWISE)
a) IN FO
OTIN
GS - 50m
m
b) IN C
OLUM
NS - 40m
m
c) IN BEA
MS &
SLAB ED
GES - 25m
m O
R TWIC
E THE DIA
. MA
INREIN
FORC
EMEN
T.
d) IN
SLABS - 20m
m.
e) IN W
ALLS - 25m
m.
3- ALL REIN
FORC
EMEN
T WILL BE TO
R STEEL CO
NFIRM
ING
TOIS-1786-2008 UN
LESS NO
TED O
THERWISE.
4- READ
THIS DRA
WIN
G IN
CO
NJUN
CTIO
N W
ITH RELEVA
NT
ARC
HITECTURE &
PLUMBIN
G D
RG.
5- GRA
DE O
F STEEL- FE-500 D
6- REFERENC
E POIN
T FOR C
OLUM
N LA
YOUT SHO
ULD BE TA
KEN FRO
MA
RCHITEC
TURAL D
RAW
ING
DEVELOPERPRO
JECT:
TITLE :
HOUSIN
GPRO
JECT
7A
1:25
KITCHEN
DETA
ILS
10
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY
AN
AU
TOD
ESK
ED
UC
ATI
ON
AL
PRO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY A
N A
UTO
DESK
EDU
CA
TION
AL PR
OD
UC
T
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