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TO INCLUDE MEANS TO SIMULTANEOUSLY EXCLUDE UNIT TYPE

OUT

HOUSING

CITY

AREA(SQM)

NUMBER

BUA SQM

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

SOCIETY

SOCIETY

TRADITIONAL TO CONTEMPORARY

INTEGRATION

EL IS LESS AND LESS ACCESSSIBLE TO THE UPPER [inclusive] INCLUSION-EXCLUSION BRING THE GROUND TO THE DWELLER. L(as street levels). SITE 3, DWARKA SECTOR 23, NEW DELHI vvv e.

Housing

CULTURE

TO IDENTIFY UNITE

SEPARATE INTEGRATE TO

IN

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.

VITALITY

Aman Jain

A/2012/2008

Kaushik Naarayan A/2011/2008

Section (A)

Session of 2011-12 IVth Year, Dept. of Architecture School 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

D 3.1 1


THE VOID (STREET)

STRUCTURE

ELEVATION TREATMENT

SLABS

SERVICES

COLUMN+ SHAFT PREFAB ALUMINIUM PLUG-IN UNIT TRUSSWORK

KEY FEATURES PRE- 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

CONFIGURATION

[inclusive]

Housing

E.W.S SITE 3, DWARKA SECTOR 23, NEW DELHI vvv

1:100

Aman Jain

A/2012/2008

Kaushik Naarayan A/2011/2008

Section (A)

Session of 2011-12 IVth Year, Dept. of Architecture School 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

D 3.1 2


SCALE 1:1000 VEHICULAR

PEDESTRIAN

NON-MOTORISED

GOLCHA CINEMA AND PRECINCT HISTORY

PRESENT STATE

13OO seater cinema hall

THE GOLCHA is losing its prominence in the present Ɵmes. The clogged roads the changing cinema culture, the new culture of malls and the

Built around 1948. One of the Įrst landmark buildings next to the new gate. Later divided into three cinema halls

350 ,350,600. First to have dolby sound system Įrst to project live telecast of the world cup match in jaipur.

INEFFICIENT FUNCTIONING

of the cinema have all lead to loss of contextual relevance.

ART DECO style.

95sqm

TOILET

Architect V.Namjoshi.

PROJECTOR ROOM 2

8sqm

CINEMA HALL 2

210sqm

CINEMA HALL 3

210sqm

PROJECTOR ROOM 3

8sqm

TOILET

95sqm

STAIRCASE TO UPPER FLOOR

OFFICE

30sqm

MAIN CINEMA HALL

576sqm 15sqm

PROJECTOR ROOM FOYER

WHY THIS SITE ?

?

the site has a potenƟal of creaƟng an

a

st

ch

a

aa ar ur

s ce

en

sid re

basin of the old city and new city

ISSUES the golcha is a mis-Įt contextually

the new MALL CULTURE. Exclusive nature of the exisƟng building. the traĸc congesƟon in the old city discourages cinema goers changing trends in cinema culture.

MAIN ENTRANCE

184sqm

CAFETERIA

115sqm

TICKETING BOOTH

115sqm

SCALE 1:500

by interacƟve atmosphere keeping in mind about the peoples ever growing needs. the site also is the

382sqm

RAM LILA MAIDAN

‡ Presently used as a parking facility when not in use as a congregaƟon space. ‡ PotenƟal to behave as a public space and breather for the otherwise congested tradiƟonal city is evident.

HA LC ma GO cine

to

au

S

W

0 T

ar

za

nd

a st

pu

ba

a

ba

l

al w

lila an m id ra ma

‡ MIDWAY BETWEEN

ALBERT HALL AND CITY PALACE SANGANERI GATE AND AJMERI GATE NODE

,THE CINEMA OCCURS AT A MAJOR TOURIST

‡ OCCURS AT A TRANSITION BETWEEN THE CONTEMPORARY AND TRADITION

‡ ADJACENT 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 ENCROACHMENTS ‡ PEDESTRIANISM IS DEAD IN THE AREA.


PROCESS TREE

D

RETAINING THE FACADE

UNTAPPED PUBLIC SPACE

ST IO N

ST

OR Y

S

CO NG E

E ITI IV ST

E AC

HI

O.A.T

WALL

RESTAURANTS

CINEMA

TECHNOLOGY

SHOPS

SP

FE

NO

MANDALA

FLUIDITY

CONNECTIVITY

( a + b - c )x d = e EXISTING

PLAN EN OP

RIGID

VOLUME

US

ED

AS P

AR

AZ

EH

FIR

AR KI NG

WDIN G

NA L CT IO

-CRO OVER

T

UN I-D IRE

IEN

ORM

FIC

IC TRAFF

R PERF UNDE

IN -EF

DESIGN EVOLUTION

PUBLIC SPACE

GOLCHA PLACE

MULTIPLEX IMAX SHOPS

MOVEMENT : VEHICULAR

MOVEMENT : PEDESTRIAN

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

SCALE 1:500

SITE PLAN

4 WHEELERS

28

2 WHEELERS

80

N


1

115

5340 600

V1

1090

600

SHAFT

115

1570

D2

2

3320 115

115

D1

1600

2810

115 1490 15 mm DROP

D2

D1

W1

290 1200 W1

115

W1

W1

290 1200

D1

115

D2

3

T-2

TA 4.2

600

SHAFT

D3

D3

225

115

D3

D3

115

600

V1

115

1690

K-1

KA 5.1

5680

D2

KA 5.1

MK-1

3980

3525

D3

D3

D2

3980

3525

D2

D3

1420

2285

SERVANT'S QUARTER

750 15 mm DROP

LIVING + DINING 5555

5440

BEDROOM

BEDROOM

5440

5555

115 D2

15 mm DROP 750

LIVING + DINING

3045

600

115

V1

1690

TA 4.2

MT-2

600 SHAFT

2285

D3

1420

T-3

TA 4.3

340

4

335

300

MT-3 TA 4.3

335

5

5300

3340

38700

6

1720

D3

1720

190

7520

LOBBY

265

115

7

115

10055

30

115

3200

22 24 26 28 30

15 mm DROP D1

605

605

605

D1

15 mm DROP

UP

115

540

115

300

540

340

9

810

8

28

3880

2610

32

26 24

16 18

22

34

20

UP NO. of riser-21 NO. of thread-20 width of thread- 300mm height of riser- 150mm

DN

20

115 NO. of riser-21 NO. of thread-20 width of thread- 300mm height of riser- 150mm 1075 DN

16

18

34 32

3880

3400

2850

3620

BALCONY

3630 5225

K-2

KA 5.2

W1

D2

D2

10

575

115

5225 3630

BALCONY 3620

3400

575

W2

W2

D2

600

V1

1480

2600

2600

11

1330 600

115 T-3

TA 4.3 D3

D3

15 mm DROP D1

115

15 mm DROP

D3

TA 4.3

D3

600

1330

SHAFT

MT-3 1480

600 120

V1

SHAFT

2600

120

LIVING + DINING

MK-2

2590

2590

KA 5.2

LIVING + DINING

W1

D2

115

115

D2

D2

2020

5670

3975

600

V1

T-4

TA 4.4

D3

BEDROOM

D3

TA 4.4

MT-4 1600

V1

600

600

12

1450 SHAFT

115

1450

SHAFT

600

115

1600

115

1600

BEDROOM

3975

BALCONY

5445

5445

BALCONY

BEDROOM

W1

1600

15 mm DROP

D2

115

D1

D2

3840

2020

BEDROOM

W1

1600

15 mm DROP

115

115

3840

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2180

335

W2

V1

480

335

W2

D1

15 mm DROP

GUEST LIFT

GUEST LIFT

SERVICE LIFT 1900

1900

1900 15 mm DROP D1

W2

V1

480

W2

7020

38700

115

115

W1

115 W1

115

STRUCTURAL NOTES:

1- CONCRETE GRADE WILL BE M 25

a) IN FOOTINGS

- 40mm

- 50mm

2- COVER TO OUTER LAYER OF MAIN REINFORCEMENT SHALL BE SPECIFIED BELOW OR DIA OF MAIN REINFORMENT BAR WHICHEVER IS GREATER (UNLESS NOTED OTHERWISE)

b) IN COLUMNS

- 25mm.

- 20mm.

c) IN BEAMS & SLAB EDGES - 25mm OR TWICE THE DIA. MAIN REINFORCEMENT.

e) IN WALLS

d) IN SLABS

4- READ THIS DRAWING INCONJUNCTION WITH RELEVANT ARCHITECTURE & PLUMBING DRG.

3- ALL REINFORCEMENT WILL BE TOR STEEL CONFIRMING TO IS-1786-2008 UNLESS NOTED OTHERWISE.

5- GRADE OF STEEL- FE-500 D

C.LVL

No.

3

2

HOUSING PROJECT

REMARK

6- REFERENCE POINT FOR COLUMN LAYOUT SHOULD BE TAKEN FROM ARCHITECTURAL DRAWING

L.LVL



2

1

TYPE SIZE

2100

2

1

2100

2100

800

900X2100

750X2100

800

1200X2100

1600

D1

2760

2760

D2

2400

D3

900X1960

1600X1960

600X800

W2

PROJECT:

STAGE

BLDG. NO.

A

DRG. NO

1

TYPICAL FLOOR PLAN

TITLE :

W1

V1

DEVELOPER

TOTAL

10

KAUSHIK NAARAYAN.B 2011/A/2008 4th Year Section 'A'

SCALE

1:100

OWNER'S ENGINEER

NORTH

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

15 mm DROP

1490

2810

3680

5440

W1

BEDROOM

4165 5210

W1

W1

BEDROOM

4165

5210

BALCONY

5340

1600

1600

BALCONY

1200 290

D1

1200 290

115

W1

1600

480 2600

3760

3420

T-1

D3

TA 4.1

230

1685

1920

1920 100

115

D2

1090

1570

230

1685 115

D3

MT-1 TA 4.1

3320

115

2955 2955

480 2590

870 15 mm DROP

BEDROOM

2560

1600

W1

2680

W1

1600

115

2680

2560

BEDROOM

115

600 SHAFT

750 980

15 mm DROP

115 1400 7425

480 2600

115

W1

115

230

W1

3420

V1

600

115

4850 1600 3200 900

1000 380 1160 900

26510 1200 380 610 1120

1000 1600 4850

115 115

115 2340 100 100 2340

FIRE HYDRANT 115

3300 3300

340

15 mm DROP

15 mm DROP 2600 480

300

115 2590 115

115 870

1985

15 mm DROP 15 mm DROP 480

15 mm DROP

3490 3490

510 1480

15 mm DROP 15 mm DROP

300 115 115 7425 1400

1985 1955 230 115

H.T. CABLES L.T. CABLES

1755 345 1725 345 1080

120

2260 560 600 660

1630 900 600 780

115 115

3760

115 115

120

600 700 4040 1850

730 900 1200 900 1200 900 730

350

115 115 SHAFT 230

900 460 1200 430

230

150 150

230 230

3370 1200 3370 900 780 600

115 115 SHAFT

2895

115

3280

600 1325 300

545 115 1900 1900 1900 545

115

3755 3490 3490

1260

1640 1640 1260

3755 1325 600

350

2600 15 mm DROP 15 mm DROP 2895 2600

15 mm DROP 15 mm DROP

15 mm DROP 115 15 mm DROP 115

300 115 3280

15 mm DROP 15 mm DROP

1280 1600

480 480

115 115

115 115

5055 2340 5055

2715 1255 1200 1200 1255 2715

15 mm DROP 15 mm DROP 2600 480

6370 6370

A B C

4690 180 1600 1070 1600 2480 1600

6600 3020 2100 2130 2990 6600

1070

1070 1030

D E F G H I

1600 180 4690 1600 1280

115 115

900 1630

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

26510


FINISHED FLOOR

IN SIDE

GLAZEG FLOOING TILES

50 mm DIA STAINLESS STEEL PIPE AS HAND RAIL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRECAST CONCRETE COPING WITH SLOPE 1 IN 16 CEMENT GROUTING BRICK TILE 20 THK MORTAR 1:6 POLYMERISED BITUMEN FELT

120 THK RCC SLAB 1:2:4

EARTHEN POTS

MUD PHUSKA INFILL

50 THK PCC 1:4:6 + WATERPROOFING AGENT 1:40

PARAPRT DETAIL SCALE 1:10 PCC( 1:3:6 SUB) FLOOR

FINISHED FLOOR

DRIP

PRECAST P.C.C. GOLA TO COVER THE TUCKING CHASE 60

20 THK MORTAR 1:6

RCC LINTEL

WOODEN ARCHITRAVE 6MM TH FROSTED GLASS

PLINTH DETAIL SCALE 1:10

FLYASH PAVERS AS FLOORING MOTAR 1:5

100

230mm THICK BRICK WALL

RCC BAEM AND SLAB

BASEMENT VENTILATOR

C.I. JALI

PRECAST CONCRETE SIL

75 THK PCC 1: 2: 4 AS PLINTH PROTECTION

RAMMED EARTH

GROUND LINE

ONE COURSE BRICK WORK IN 1:4 CEMENT MORTAR

DRAIN

75mm THICK KOTA STONE LAYER FIXED WITH MOTAR1:4

RCC RETAINING WALL 150 mm THICK 75 mm BIRCH ON EGDE WALL

75mm THICK KOTA STONE LAYER FIXED WITH MOTAR-1:4

RCC RETAINING WALL 150 mm THICK 75 mm BIRCH ON EGDE WALL

RAFT FOUNDATIO AS PER STRUCTURE DRAWING

15mm THICK KOTA STONE LAYER FIXED WITH MOTAR-1:4 FOR WATER PROOFING

LCC (1:4:8)BASE FOR FOUNDATION

RAMMED EARTH

GENERAL NOTES:

2- NO DIMENSIONS ARE TO BE SCALED FROM THIS DRAWING.

1- ALL DIMENSIONS ARE IN MM UNLESS NOTED OTHERWISE.

3- CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING OF WORK.

4- IN CASE OF ANY DIFFERENCE IN DIMENSIONS AND LEVELS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS CONTRACTOR SHOULD SEEK THE CLARIFICATION BEFORE PROCEEDING.

STRUCTURAL NOTES:

1- CONCRETE GRADE WILL BE M 25

a) IN FOOTINGS

- 40mm

- 50mm

2- COVER TO OUTER LAYER OF MAIN REINFORCEMENT SHALL BE SPECIFIED BELOW OR DIA OF MAIN REINFORMENT BAR WHICHEVER IS GREATER (UNLESS NOTED OTHERWISE)

b) IN COLUMNS

- 25mm.

- 20mm.

c) IN BEAMS & SLAB EDGES - 25mm OR TWICE THE DIA. MAIN REINFORCEMENT.

e) IN WALLS

d) IN SLABS

4- READ THIS DRAWING INCONJUNCTION WITH RELEVANT ARCHITECTURE & PLUMBING DRG.

3- ALL REINFORCEMENT WILL BE TOR STEEL CONFIRMING TO IS-1786-2008 UNLESS NOTED OTHERWISE.

5- GRADE OF STEEL- FE-500 D

PROJECT:

TOTAL

10

HOUSING PROJECT

STAGE

BLDG. NO.

A

DRG. NO

5

EXTERNALWALL SECTION

TITLE :

6- REFERENCE POINT FOR COLUMN LAYOUT SHOULD BE TAKEN FROM ARCHITECTURAL DRAWING

DEVELOPER

DESIGN CONSULTANT

SCALE

KAUSHIK NAARAYAN.B 2011/A/2008 4th Year Section 'A'

OWNER'S ENGINEER

NORTH

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PCC 1:3:6 AS A BASE FOR FLOORING

750

POLYMERISED BITUMEN FELT MUD PUSKA AS WATER PROOFING

FINISHED FLOOR

DRIP

MS GRILL

WOODEN FRAME OUT OF 150X60 WOODEN TOP RAIL OUT OF 50 X 70

MS GRILL

6MM TH FROSTED GLASS

FLY MESH 20 SWG IN STAINLESS STEEL

WOODEN BOTTOM RAIL OUT OF 50X70

BASEMENT FINISHED FLOOR

RAFT FOUNDATION DETAIL SCALE 1:10

METAL STRIP AS WEATHEWR SHIELD PRECAST CONCRETE CIL

OUT SIDE

WINDOW CIL AND BALCONY DETAIL SCALE 1:10

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT


SECTION CC'

SECTION BB'

SECTION CC'

F.T.

D'

40 MM THK. FLOOR FINISH

STRUCTURAL NOTES:

1- CONCRETE GRADE WILL BE M 25

a) IN FOOTINGS

- 40mm

- 50mm

2- COVER TO OUTER LAYER OF MAIN REINFORCEMENT SHALL BE SPECIFIED BELOW OR DIA OF MAIN REINFORMENT BAR WHICHEVER IS GREATER (UNLESS NOTED OTHERWISE)

b) IN COLUMNS

- 25mm.

- 20mm.

c) IN BEAMS & SLAB EDGES - 25mm OR TWICE THE DIA. MAIN REINFORCEMENT.

e) IN WALLS

d) IN SLABS

4- READ THIS DRAWING INCONJUNCTION WITH RELEVANT ARCHITECTURE & PLUMBING DRG.

3- ALL REINFORCEMENT WILL BE TOR STEEL CONFIRMING TO IS-1786-2008 UNLESS NOTED OTHERWISE.

5- GRADE OF STEEL- FE-500 D

1600X1960

2400

2760

2760

1600

800

800

2

2

1

REMARK

HOUSING PROJECT

A

BLDG. NO.

DRG. NO

7

6- REFERENCE POINT FOR COLUMN LAYOUT SHOULD BE TAKEN FROM ARCHITECTURAL DRAWING



2

1

No.

2100

C.LVL

2100

2100

L.LVL

750X2100

900X2100

1200X2100

TYPE SIZE

D1

900X1960

3

D2

W1

600X800

D3

V1

STAGE

KITCHEN DETAILS

TITLE :

W2

DEVELOPER

PROJECT:

TOTAL

10

KAUSHIK NAARAYAN.B 2011/A/2008 4th Year Section 'A'

SCALE

1:25

OWNER'S ENGINEER

NORTH

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

W2

C'

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

BRICK WALL 230 TH. RECESSED WINDOW WITH EXHAUST FAN 300 MM WIDE OVER HEAD STORAGE

150 X 200 MM CERAMIC TILES UTENSIL STAND 20mm Thk. GRANITE TOP BASE CABINET

20 MM Thk. GRANITE CLADDING

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

RECESSED WINDOW

D LOUVERED PANEL SHUTTER FOR WASH BASIN

DRAWER

BRICK WALL 230 TH.

STEEL CHIMNEY AS PER DETAIL OVER HEAD STORAGE OF MDF BOARD 150 X 200 MM CERAMIC TILES STORAGE SPACE 20mm Thk. GRANITE TOP 20 mm TH. GRANITE CLADDING BASE CABINET

D2

B

STAINLESS STEEL SINK

120 MM THK. R.C.C SLAB

SECTION DD'

STORAGE

MK-2 KA 5.2

B

DRAWER

100 MM WIDE SKIRTING

W2

C

PVC FLOOR TRAP 75mm

MK-2 KA 5.2

D2

C'

40 MM THK. FLOOR FINISH 280 MM CINDER FILLING

SECTION AA'

STEEL CHIMNEY AS PER DETAIL

BRICK WALL 230 TH.

40 MM PANNEL DOOR

300 MM WIDE GLASS COVER STORAGE

ELECTRIC APPLIANCES

150 X 200 MM GLAZED CERAMIC TILES

BASE CABINET

LIGHTINING FIXTURE SPACE FOR CYLINDER

120 mm thk. R.C.C SLAB 40 mm thk. FLOOR FINISH

DRAWER STORAGE STORAGE

STORAGE

12 MM DROP WASH

B'

B B'

100 mm GRANITE SKIRTING 125mm THK. R.C.C SLAB

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

C


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