Vaibhav Mistry Architecture Portfolio

Architecture Portfolio Vaibhav Mistry

Selected works 2017-20

School of Environment and Architecture Mumbai,India

Education

2003-2008 Sailee International School (SCC) 2008-2015 Swami Vivekanand Internation School (SCC) 2015-2017 Sathaye College for higher secondary education (HSC) 2017-Present School of Environment and Architecture

Skills Vaibhav Mistry Email : Phone : DOB : ADD :

vaibhavmistry26101204@gmail. com +919167034707 26/10/1999 Jbldng,Gorai Road,Borivali (west),Mumbai-400092

Language: English,Hindi,Marathi,Gujrati

Workshop

Zines | Himanshu S Material Sense | Samir Raut and Milind Mahale Origami | Bobbie Vijaykkar Project Management | Perkins Eastman Office Arts After Image | Sabih Ahmed Urban Farming | Julius Rego

Hand Drafting Model Making Measure Drawing Sketching,Painting and Hand rendering

Software

Autodesk Autocad Autodesk Revit Adobe Photoshop Adobe Illustrator Adobe Indesign Adobe After Effects Adobe Media Encorder Sketchup Rhinocerous Grashopper Vray Lumion

Documentation and Publication

Buhari:An Open Village Mumbai Neighborhood Studies Pune:Intervening the Inner City South Asian Architecture and Urbanism The Architecture of Sivasagar What is a Clinic?

Long Spans Blurred Edges

Content 01 Exhibition Space Longspan Structure

4-5

02 Architecture for Community What is role of arcchitecture for community?

6-9

03 Co-Living Working Drawing

10 -13

04 Patterened Volumes Rethinking High-rise

14 -15

05 Temporiality of Houses What is a home for low-income society?

16 -19

06 Documentation Homeless community near dadar bridge Rastewada, pune

20 -21

07 Exploring with Material Material Sense Concrete Bandra Art Festival

22 -23

Exhibition Space The module began with the basic concept of application of the previous semester. The studio itself was about long span system and creating individual spaces within this large volumes so as ti dissect their habituality.

The maateriality of structure depends on the structural system of the peoject. Along with the method of structural system and its integrity the choice of site solely remain according to the work of interest.

The site was located in Aurangabad, Maharashtra. The design is inspired by the existing staddium near the sight. The concepts were experienced using the portal frame as a structural system. The structure was sensitively designed considering the climatic conditions of the site.

4.

B

3

1

2

4 A’

A

5 6

7

8 10

9

Aurangabad,INDIA B’

5.

Architecture for Community The site is located on west side of Vihar Lake.The two settlements were located on site one is “Ultan Pada” and other is “Shahi Bangoda.”The ultan pada is the settlement is for the people of fishing occupation called as Koli people. The shahi bangoda settlements is for the people of agriculture occupation known as Warli people.

The intent of the interpretive centre is to revive the culture of tribal as the Santiniketan’s architeture perhaps act as metaphor, narrating in a concrete forming the passage between tradition and modernity.

There was much of trying to create building as an invisible bridge between the two settlements which help to recreate the culture of tribal people. The spaces were molded in a such a way through observations of tribals occuping their daily space in certain condition. As we generally know the privation of privacy lies in the absence of others so the community space were created on basis of private as well as social use.

6.

UNDERGROUNG WATER TANK

SCALE 1/100 PLAN @ 16400mm N RA

IN

WORKSHOP FOR BUILDING STRUCTURES

WA TE

RC OL

LE

CT

IO

N

RESIDENCE FOR SCHOLAR UP

RESIDENCE FOR ASSISTANCE

UP

EN

TR

AN

CE

MA R

KE

T

PUMP ROOM

PUBLIC TOILET

UP

UP

UP

UP UP

LE

AR

NIN

GC

EN

TR

E

UP UP

MU

LTIP

UR

PO

SE

MARKET

CLO S EXH ED IBITIO N

AR

EA

SPAC

E

WATER TANK

DIN

NIN

G

OP

EN

SEM EXH I-OPEN IBIT ION S

PAC E

DOW

EX

N

HIB

ITIO

N

RAIN WATER COLLECTION

SECTION D D’

A17-21 Vaibhav Mistry

PU

MP

SCALE 1/100 PLAN @ 19400mm

INTERACTION SPACE 2

RO

OM MAI AN NTAI NA EQ D NC UIPM E EN T

ENT

RA

N

NC

SECU

RITY

E

STOR

E RO

OM

RA

IN

RECE

WA TE

PTIO

N

RC OL

LE

CT

ADM

IN

IO

N

WO

RK

EN

TR

AN

CE

MA R

KE

STOR

E RO

OM

WAI SESS TING ION

SH

OP

FIC

INT

ERA CTIO

NS

RK

SH

OP

ASSISTANCE RESIDENCE INTERACTION SPACE

IDE

NC

E1

RES

IDE

AR

PAC E1

2 RES

LE

E

1 WO

T

OF

NCE

2

PUB

LIC T OILE

T

MULTIPURPOSE AREA

NIN

GC

EN

TR

E

MU

LTIP

UR

DIN

PO

SE

AR

EA

DINNING AREA

STOR E AND ROOM ARC HIVE

NIN

G

OP

EN

EX

HIB

ITIO

N

SECTION C C’

7.

DINNING SEMI-OPEN LIBRARY

MARKET

LLECTION

OPEN EXHIBITION DINNING RAIN WATER COLLECTION

SEMI-OPEN LIBRARY

MARKET

OPEN EXHIBITION

SECTION A A’

SECTION A A’

BA

WOOD FRAME

LATH AND PL OR DRY WALL

BRICK WALL

INTERACTION SPACE STANDARD HOLE

STAINLESS STEEL DOOR HINGES

WOOD F SINGLE PIN FOR BETTER ALIGNMENT SOFT AND EASY MOVEMENT

WORKSHOP

DIGITAL LIBRARY SEMI-OPEN LIBRARY

INTERIOR PLAS FINISH

CAVITY INSULAT

INTER

WORKSHOP

LIBRARY SECTION BDIGITAL B’ SEMI-OPEN LIBRARY

8.

GYPSUM BO SCALE 1/5

INTERACTION SPACE

SECTION B B’

WORKSHOP

SEMI-OPEN LIBRARY

MARKET

ALU. BLAUSTER WOODEN POST

MANGLORE TILE

WOODEN RAILING SIMPSON LUS

ATTEN EXPOSED RAFTER

LASTER L

WOODEN JOIST STAGGERED EACH SIDE

FASICA BOARD

WOODEN FLOORING INSULATION TIMBER LINX

VAPOUR BARRIER

FIELD STONE FACE

CONCRETE PIER

METAL BARS SCALE 1/10 COMPACTED SOIL UNDISTURBED SOIL

FRAME

BRICK VENEER

OARD

WATER RESISTANCE BARRIER (WRB)

STER

SHELF ANGLE LAG BOLTED TO STUDS FLASHING

TION GAP (110mm)

RIOR

EXTERIOR

SCALE 1/10

WOODEN PEG

WOOD FRAME CAVITY INSULATION GYPSUM BOARD INTERIOR FINISH CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD OF SEALANT

BRICK VENEER

90

2- PIECE ADJUSTABLE BRICK TIE VENTED AIRSPACE RIGID INSULATION

TENONS LOCK THE MAIN LAYER TOGETHER

BIRD MOUTH JOINT

ENGINEERED FLOOR ASSEMBLY CAVITY INSULATION CONTINUOUS BEAD OF SEALANT SILL SEALER

DINNING AREA

OPEN HEAD JOINT WEEP OC MASONARY FLASHING

SCALE 1/10

SECURE POST TO STEEL BASE WITH GALVANIZED BOLTS

WOODEN PEG FOUNDATION

ATTACHING THE STEEL POST BASES TO A SQUARE FRAME MAKES IT EASY TO SET THE BASE SQUARE AND LEVEL IN FRESHLY POURED CONCRETE PIERS

LAP JOINT

INTERACTION/ GATHERING SPACE

9.

Co-living The site is located in Mumbai city near the marinedrive which is the most active place in Mumbai city. The roads near the site is busy which increase the air is pollution so the intervention is to create a healthy space around the building which provides fresh air and also food for the people living in the building. It is a coliving space so different age group people coming to live together so the project mainly focuses on the negotiattion of private and public spaces.

The materials use for construction is concrete as the structrual system of the building being frame structure. And also providing the dedicated farming space in building for which the whole building can produce its own food and the detail for such system has been worked out in such buildings.

1

2

5

4

3

Level 9 27500 Level 8 26000

W3

W3

D1

D1

W3

W2

W3

W3

Level 7 23000

D2

Level 6 20000 D2

Level 5 17000

W3

W3

D1

Level 4 14000

D1

W3

W2

W3

W3

Level 3 11000

D1

D1 W3

W2

W3

W3

W3

W3

Level 2 8000

D1

D1 W3

W2

W3

W2

W2

W3

W3

W3

W3

Level 1 5000

W3 D1 D5

Plinth 1100 Ground Level 0

Basement -2500

10.

-

ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

-

DRAWINGS TO BE SEEN WITH RESPECT TO ALL

-

P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND : FINISHED OVERALL DIMENSION COARSE AGGREGATE).

5

OTHER DRAWINGS.

1

-

ALL THE WRITTEN D FOLLOWED.

28036

-

DRAWINGS TO BE S

-

P.C.C. IS IN THE RA COARSE AGGREGA

-

NEED TO BE TAKEN BY STRUCTURAL ENGINEER. CENTER LINE DIMENSION

-

DO NOT SCALE THE DRAWING.

-

ALL LEVELS SPECIF

-

ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK.

-

ALL DECISIONS REI

-

NEED TO BE TAKEN

-

RICHER CONCRETE MIX TO BE USED FOR THE FOUNDATION AND M:30 MIX TO BE USED FOR THE SUPER STRUCTURE, ALL MIXES SHALL BE SUGGESTED, EXAMINED AND APPROVED BY THE STRUCTURAL ENGINEER.

-

DO NOT SCALE THE

-

ALL DISCREPANCIE NOTICE TO THE AR COMMENCEMENT O

-

-

VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK.

RICHER CONCRETE FOUNDATION AND M THE SUPER STRUC SUGGESTED, EXAM THE STRUCTURAL E

-

WORK WITHIN THE FIELD BOUNDARIES AS SPECIFIED IN THE PROJECT DOCUMENT AND COMPLY WITH ALL THE APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCE REQUIREMENTS.

-

VERIFY FIELD COND WITH THE PROJECT PROCEEDING WITH

-

WORK WITHIN THE SPECIFIED IN THE P COMPLY WITH ALL CODES, REGULATIO REQUIREMENTS.

-

OCCUPANTS ON TH PROJECT AREA SH UNINTERRUPTED/U DURING THE CONS

3500

445

8000

C19

1200

522

1675

6680 500

D2

C3

KEY PLAN

C

EX

W3 28036

STUDIO

EX

C7

C4 6000

C14

7500

D

SEA SIDE

C17

130 600

C24

130

D

1700 270

SEA SIDE

2201

W2 D6

D2

SEA SIDE

1108

750

W3

28000

Slope

W2

500

1108

A

1500

660

356

UP

300

W2

W2

W3

C8

256 500

C13

275

1520

1645 275

FINISHED OVERALL DIMENSIONS

9290

6000

230

1265

5200 Void Above

1500

6000

SOLID-VOID DIMENSION

3998

D3

FIRE EXIT STAIRCASE

1700

R

ISSUED BY

760

W4

B'

DATE

B

2000

D3

C18

Slope

C2

C9 2000

SR.NO.

9540

C12

235

1175

D3

7380

1700

1690

PARAPET WALL

5700 75

950 1100

LV.SH

1700

75

HV.SH

150 150

11595

6000

90 290

FIRE.SH

A

UP

2075

2775

3275

D1

1700

MH for Fire UGT

D1

Beams

METER ROOM

C1

C10

C11 HRSL 1:12

C23

2150

6000

9500

2765

WATCHMAN CABIN

SCALE 1=500

28000

500

VEHICULAR ENTRANCE

C20

ELEVATOR

28036

9000

6000

1665

1000 270

3570

C22

B

500

UNFINISHED OVERALL DIMENSIONS

MH for Domestic UGT

W3

CHECKED BY

EXISTING ROAD 8m

5488

SLOPE

C21

B

KEY PLAN

OTHER DRAWINGS

500 6000

3580

ISSUED BY

2000

CENTER LINE DIMENSIONS

3500

9500

DESCRIPTION

6000

REVISION

500

SLOPE

OCCUPANTS ON THE ADJACENCIES TO THE PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

DATE

1960

150

CENTER LINE DIMENSION

28000 4040

PEDESTRAL ENTRANCE

1050

-

UNFINISHED OVERALL DIMENSION

1502

A

SOLID-VOID DIMENSION

ALL LEVELS SPECIFIED IN METERS.

ALL DECISIONS REINFORCEMENT CALCULATIONS SOLID-VOID DIMENSION

FINISHED OVERALL DIMENSION

-

FOOTPATH

C

2

3

ALL DIMENSIONS A OTHERWISE SPECI

-

UNFINISHED OVERALL DIMENSION

B ROAD

4

GEN

-

3398

MEN TOILET D4

270 W2

1200

C25

855

W3

W2

510

W3

W2 D5

D1

W1

W1

D4

D4

D4

D4

D4 2853

W1

6000

W1

C15

C16

D4

D4

1775 5560

5645

5645

W2

ADMIN OFFICE

D4

ST

510

3080 5750

LAUNDRY

1450

2150 1950

E

D1 180

8680

W2

CO-Living Hostel AT Churchgate, MUMBAI

510

1690

1775

9500

3585

D4

D4

WOMEN TOILET

277

VAIBHAV MISTR

VAIBHAV MISTRY

ROLL NO | A17 -

ROLL NO | A17 - 21

SLOPE

SLOPE

2019 - 2020 SCHOOL OF ENVIRONMENT AND ARCHITECTURE

N

THIRD YEAR B.A

2019 - 2020 SCHOOL OF ENV AND ARCHITECT

THIRD YEAR B.ARCH

NORTH

CO-L AT Chur

E

C5

C6

6000 500

2150

1200

6000 2150

1354

1446

6000 2150

1354

SCALE

CENTER LINE DIMENSION

9500

SOLID-VOID DIMENSION

13596

1050 28000

UNFINISHED OVERALL DIMENSION

28036

FINISHED OVERALL DIMENSION

1:100 5 DRAWING TITLE & NUMBER

4

3

2

1

NORTH

N

2005

STAMP & SIGN

D4

D1

W3

1720

A'

W3 D6

DRAWING

11.

FLOOR PL

1 WATER TANK Level 9

ALL DIMENS OTHERWISE

-

ALL THE WR FOLLOWED.

-

DRAWINGS

-

P.C.C. IS IN T COARSE AG

OTHER DRA

COPING

COPING

-

27500

NOSING

TERRACE

-

ALL LEVELS

-

ALL DECISIO

-

NEED TO BE

Level 8

-

DO NOT SCA

26000

-

ALL DISCRE NOTICE TO T COMMENCE

-

RICHER CON FOUNDATION THE SUPER SUGGESTED THE STRUCT

-

VERIFY FIEL WITH THE PR PROCEEDING

-

WORK WITH SPECIFIED I COMPLY WIT CODES, REG REQUIREME

-

OCCUPANTS PROJECT AR UNINTERRU DURING THE

CHINA MOSAIC TILES

ROOM

SCREEDING B.B.C. FILLING

Level 7

STEP FOOTING FOR COMPOUND WALL

R.R.C.SLAB

23000

DETAIL B- PARAPET WALL SCALE - 1:20

PCC Bed

DATE

SOLING RAMED EARTH External Plaster 18mm

FARMING

Internal Plaster 15mm

ISSUED B

230mm Brick Wall

DETAIL D- COMPOUND WALL SCALE - 1:25

150mm RCC Slab

Level 4

Nosing

14000

KEY PLAN

Drip Mould

Level 2

Aluminum Glass Window

8000

ROOM

Basment Ventilantion Plinth Protection

Level 1

DETAIL C- SUNSHADE SCALE - 1:20

5000

WATERPROOFING

STUDIO GROWTH MEDIA 200MM THK

BASEMENT RETAINING WALL

FILTER SHEET 20MM THK

VEHICULAR RAMP Plinth

VAIBHAV MI

PARAPET WALL

Ground Level

RAFT FOUNDATION

0

ROLL NO | A

MOISTURE RETENTION MAT 70MM THK

BASEMENT

POLYSTYRENE BOARD 120MM THK S-FELT 50MM THK PVC MEMBRANE 30MM THK BRICK BAT COBA 150MM THK WATER PROOFING 3 LAYERS 45MMTHK R.C.C. SLAB 150MM THK

Basement -2500

DETAIL A - FARMING SCALE - 1:20

12.

C AT

DRAINAGE CELL 100MM THK

1100

THIRD YEAR PCC BED SOLING

2019 - 2020 SCHOOL OF AND ARCHIT NORTH

RAMMED EARTH

DETAIL E- FOUNDATION SCALE - 1:25

N

DR

Wooden Tile

UP 1700

Level 8

ALL LEVELS SPEC

ALL DECISIONS RE

Screeding

-

NEED TO BE TAKE

-

DO NOT SCALE TH

-

ALL DISCREPANCI NOTICE TO THE AR COMMENCEMENT

-

RICHER CONCRET FOUNDATION AND THE SUPER STRUC SUGGESTED, EXAM THE STRUCTURAL

-

VERIFY FIELD CON WITH THE PROJEC PROCEEDING WITH

-

WORK WITHIN THE SPECIFIED IN THE COMPLY WITH ALL CODES, REGULAT REQUIREMENTS.

-

OCCUPANTS ON T PROJECT AREA SH UNINTERRUPTED/ DURING THE CONS

Detail L

DATE

300

2150

8000

1700

(1:5)

85 200 200 200 195 30 30 30 30 40

23000

ISSUED BY

Fire exit Staircase

KEY PLAN

E

W2 880

2201

5000

Detail L Detail K

7100

Detail K

Plinth level to First Floor

W2

ELEVATOR SHAFT

Fire exit Staircase

Down 20 19 18 17 16 15 14 13 12 11

SEA SIDE

Level 1

10mm bar

1500

W2

Level 2

DRAWINGS TO BE

P.C.C. IS IN THE RA COARSE AGGREG

-

UP

Level 7

-

-

First Floor to Second Floor

Detail J

ALL THE WRITTEN FOLLOWED.

14mm bar

7100

26000

-

Notching

2201

2150

1500

ALL DIMENSIONS A OTHERWISE SPEC

OTHER DRAWINGS

300

Fire exit Staircase

GEN

-

(1:20)

ST

Plinth 1100

Ground Level 0

Brick Wall

UP 300

1700

Fire exit Staircase

Basement

-2500

CO-L AT Chu

VAIBHAV MISTR

1500

Wooden Door Frame

ACTUATOR

Wooden Door Frame

ROLL NO | A17 -

THIRD YEAR B.A

2019 - 2020 SCHOOL OF EN AND ARCHITEC NORTH

N

Section

7100

Basement to Plinth level

Detail J

(1:5)

DRAWIN

13.

Patterened Volumes

Level 52 223.75

Level 51 220.35

Obsevetion desk

OH water tank

(1,37,000 L capacity)

Lift room

Lift room

OH water tank

Cooling tower area

(1,37,000 L capacity)

Refuge floor

Level 50 216.15

Level 49 211.95

Level 48 207.75

Scale 1:1000

Level 47 203.55

Level 46 199.35

Cafe Outriggers

BMS room

Level 45 195.15

AHU room

Up

A

A'

Up Male washroom

Shaft

The concept of the building is to look at relationships between skin and volume. How the skin shapes the volume of the high rise and creates multipurpose cantilevered spaces. The tower divided programmatically into the lower part is for the public, the middle part is semipublic, and the top part as a private office area.

The first seven floors are for a public purpose .Then five floors include service apartment and garden areas and the rest of the floors are for commercial office part. The total height of the building is 210m consisting of 50 floors.

Female washroom

Level 44 190.95

Level 43 186.75

Level 42 182.55

Level 41 178.35

Sky lobby 1

Refuge floor

Level 40 165.35

Multi purpose hall

Level 39 161.15

Level 38 156.95

Level 37 152.75

Fire check floor

Level 36 148.5 Intermediate water tank4 (20,800 L capacity) GRP tank

Level 35 146.42

Open theatre

Level 34 146.25

Level 33 142.05

Level 32 137.85

Level 31 133.65

Outdoor seating area

Level 30 129.45

Refuge floor Intermediate water tank3 (20,800 L capacity) GRP tank

Level 29 125.25

Level 28 116.85

Level 27 112.65

Food court

Level 26 108.45

3.40

4.20(24 eq risers

Level 25 104.25

Level 24 100.05

Sky lobby 2

Corridor

4.20(24 eq risers

Level 23 94.65

Restaurant

4.36

Level 22 90.45

Garden area

Corridor

Level 21 86.25

4.19

4.20(24 eq risers

Level 20 82.05

Level 19 77.85

Corridor

Intermediate water tank2 (20,800 L capacity) GRP tank

Level 18 75.05

Level 17 70.85

Buffer space

2.00 (midlanding)

3.32

3.50

4.33

1.71

4.20(24 eq risers

Fire check floor

Level 16 66.65

Corridor

Refuge floor

2.00 (midlanding) 2.20

4.20(24 eq risers

Level 15 62.45

Refuge floor

Outdoor Swimming pool

4.22

Level 14 58.25

Corridor

Level 13 54.05

4.33

Level 12 49.85

4.20(24 eq risers

The building structurally supported through an outrigger system where cantilevered slabs are supported by 1m deep steel outrigger trusses.Load of trusses is carried by the core of the building which transfers to the foundation. Secondary and tertiary beams create substructure carries the lateral load.

The facade has the cladding of white terracotta rain screen which is easy to maintain. Various places facade consists of a vertical garden that is happening mostly on the south side to protect buildings from sun rays. The facade has an opening pattern of three sizes of squares.

There are two sky lobbies at level 23 and 40.

Vertical garden

Food court

Vertical garden

Scale 1:100

Level 11 45.65

Level 10 41.15

Level 9 36.95

Service floor

Intermediate water tank1 (20,800 L capacity) GRP tank

Level 8 34.95 Fire escape staircase

Refuge floor Level 7 30.75

Gamezone (725 sqm)

Level 6 26.55

Gym

Gym

Spa

Spa

Performance hall (725 sqm)

Level 5 22.35

Library

Library

Cafe

Cafe Multipurpose hall (725sqm)

Level 4 18.15 Project room Multiplex 50 seats (350sqm)

Retail

Retail

Retail

Retail

Level 3 13.95 Project room Retail

Retail

Artgallery

Artgallery

Retail

Retail

Multiplex 150 seats (350sqm)

Fire escape staircase

Artgallery

Level 2 9.75

Artgallery Project room Multiplex 500 seats (725sqm)

Level 1 5.55

Entrance lobby

Plinth 1.2

Fire escape staircase Basement to ground

Basement 1 -5.5

Basement 2 -9

14.

Basement 3 -12.5

Ground level 0

PROFORMA -B CONTENTS OF SHEET

Section through staircase

CERTIFICATE OF AREA CERTIFIED THAT I HAVE SURVEYED THE PLOT UNDER REFERENCE ON ____________ AND THAT THE DIMENSIONS OF THE SIDES, ETC. OF THE PLOT STATED ON THE PLAN ARE BASED ON TRIANGULATION FROM THE MUNCIPAL DRAWING NO. WORLI/LG/GEN/1/12-4-94, WORLI/LG/GEN/2/12-4-94, WORLI/LG/GEN/3/12-4-94 RECEIVED ON 21/11/2006 FROM WATER SUPPLY AND SEWERAGE DEPARTMENT.

OH Tank Cooling tower

Fire exit staircase

Lift

Office

Refuge and service floor

Intermediate water tank

AHU room

Assembly

Basement

Service core for assembly

Chiller room

Fire escape staircase from basement UG Tank

Basement 1

Basement 2

Basement 3

15.

Temporiality of Houses The project talks about how do the temporalities of work-living, cooking-eating, rest-loiter can be extended into street in low income settlement? What could be the architecture that could afford the extension of such activites into street?

The site was located in mysore with five industries surrounding the site .The project was designed to provide housing for the families used to live in slums which was demolished and were shifted to new MUDA building.

The images on the right hand side shows the example of extension of the houses which was being observed in pervious site study and projects.

In the low income settlement people try to optimize their spaces also for other economic purposes. Example like some people will set up shop. Some people will set up canteen, tea shop or tailoring shop so thats why it become important to consider such kind of expandable furniture and expandable wall or temporial arrangement of wall which is integral part to offer for low income settlement.

16.

17.

18.

19.

Documentations

POWERHOUSE GYM

WESTERN RAILWAYS

Documenting the settlement of homeless people of dadar and looking at the temporial living condition of people

MATUNGA GYMKHANA

COLLEGE TAP

WESTERN RAILWAYS

RAMNARAIN RUIA AUTONOMOUS COLLEGE RUIA COLLEGE BUS STOP

DADAR TILAK ROAD DADAR TILAK BRIDGE DADAR UNION SPORTS CLUB

1. Plan of people living under the metro bridge 2. Temporary houses built by people on street 3. People living under bridge 4.People living on Foothpath

BUILDING WATCHMEN CABIN

INDIAN OIL PETROL PUMP

1.

2.

20.

3.

4.

5.

Documenting of rastewada to look at the importance of the heritage building in the urban context

21.

Material Sense The aim of the design exercise is to try and explore theplastic nature of the concrete to its fullest potential. This willbe possible only by reimagining the concrete not as a filler slurry, but a material that has a life of its own, when casted ina certain manner.

The purpose of the exercise is to apply the understanding of the way forces work when cast in a specific geometry and to study the spaces that emerge out of these geometries.

22.

Bandra Art Festival Carter road Bandra is a active public space throughout the day. Bandra art festival aimed to make a space which is more interavtice and worked with the ergnomics of resting.

The seating was designed according to different postures of resting in human body and it was constructed with cardboard .

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