Abhishek Nerkar, Architecture Portfolio

Page 1

Abhishek Nerkar Architecture Portfolio

2017 -2022 /Selected Works


Abhishek Yogesh Nerkar School of Environment and Architecture DOB 22 April 1999 Email abhisheknerkar2000@gmail.com Phone +91 8805252731 | +91 7738507677 Languages: Marathi | English | Hindi Address Near Hasti bank, Satana road, Taluka-Sakri, District-Dhule

Education 2017 | 2022 School of Environment and Architecture Borivali(west), Mumbai 2016 | 2017 KPC College, Navi Mumbai Grade 12 2015 | 2016 RYK College, Nashik Grade 11 2008 | 2015 Chatrapati Shivaji Public School, Dhule Grade 3-10 2005 | 2008 Sharad Pawar Public School, Nashik Grade 1-3


Software and other skills Autodesk Revit Autodesk Autocad Rhinoceros 3d Sketchup Pro Lumion Vray Adobe Illustrator Adobe Photoshop Adobe Indesign Handdrafting Model Making Basic masonary and Carpentry Laser Cutting

Academic Workshop 2017 | Space for Food | Tamal Mitra 2018 | Drama Games and Improvisations | Rakesh Semwal 2018 | Book Making | Poonam Jain 2018 | Material Sense | Samir Raut and Milind Mahale 2018 | Art after Image | Sabih Ahmed 2019 | Project Management | Perkins Eastman 2019 | Urban Farming | Julius Rego 2020 | Astronomy: Exploring Time and Space | Chris Impey 2021 | On Measuring | Poonam Jain 2022 | Prototyping | Sunil Jambhulkar

College Collaboration 2019 | Connected Collaborative Studio - A two weeks exchange program between four architecture colleges located in Mumbai(SEA), Mysore(WCFA), Kozhikode(AID) and (CARE)Tiruchirapalli

SEA Press Publications | Studio Collaboration 2017 | Buhari: An Open Village 2017 | Spans: History of Integrated Technology 2018 | Pune: Intervening the Inner City 2018 | Mumbai Neighbourhood Study (Vol 4) 2018 | Operative Concepts 2018 | South Asian Architecture and Urbanism 2019 | Long Spans 2019 | Architecture of Ahom, Sivasagar 2019 | What is a clinic? 2019 | Connected Collaborative Studio 2020 | Blurred Edges 2021 | Spatiality of Future

Achievements 2018-2019 | Awarded as the best student in terms of Leadership and Responsibility at Songs of Turbulence by School of Environment and Architecture 2018-2019 | Cultural Seceratary of Student Council of School of Environment and Architecture 2018-2020 | Member of Student Council of School of Environment and Architecture 2021-2022 | Event manager and External Ecosystem Coordinator of Student Council of School of Environment and Architecture

Work Experience 2020-2021 | Neelkanth Chhaya Architects, Ahemdabadn Intern Architect (26th November 2020 - 1st May 2021) 2021-2022 | Niravana Constrution, Dhule Supervision Architect (13th November 2022 - Present)





Content 01. Thesis Dissertation (Semester 9) 02. Thesis Design (Semester 10) 03. Highrise (Semester 7) 04. Working Drawing (Semester 6) 05. Settlement Studies 06. Hands on work and Material Exploaration


Environment and Habitation Thesis Dissertation

Much of the current discourse on ‘environment’ is centered around the idea of nature, flora and fauna. But in architecture and the crafting of space, it becomes important to think of it as a continuum of spaces and forces acting on it. The built form is seen as a shelter and an envelope for human inhabitation, that segregates one from the forces surrounding it. For this purpose, the thesis shall focus on the environment as a set of interactions, networks and flows working cohesively with the built form. It also focuses on how these flows significantly impact everyday practices and derive design principles which not only adapts, evolves, and responds to the flux in the environment but also balances and enhances the flows and forces for good habitable conditions.



Diagramming the zones of Practices in spaces by humans and animals



Diagram of wind movement through builtform



Environment and Habitation Thesis Design

Design Provocation The architecture of seamlessness where a living form adapts, evolves, and responds to the environment. Site The site is located in Worli near Bandra-Worli Sea Link. Its a ship dock that deals and operates within the dynamics of oceanic flows Currently, the site is largely occupied by the fishermen’s community for their daily fishing activities, and to rest and relax after finishing their job. Spatial Concept To keep the involvement of multiple species and also avoid any disturbance to the soil, the spatial conceptualization started around the idea of building on stilts. It allows for animals to connect with water, also allows them to have a shelter in the stilt area, and also allows for continuous flow of wind, water without any disturbance.



Vegetation Drawing The vegetation drawing indicates the varied species of trees selected, taking into account the saline water conditions around the site as well as the different birds it will attract. Since birds are one of the main user groups, the vegetation is carefully weaved into the built form.



Ground Floor Plan



SECTION AA’

SECTION DD’


SECTION BB’

SECTION FF’


Highrise

Team - Madhura Patil, Stuti Shah Site location - Goregaon, Mumbai Brief - To design a highrise structural system and layout that caters commercial and residential components. The form emerged from the idea of segregating program distribution i.e., commercial and residence into two towers that were to be connected at intermediate levels by commonly shared programs such as cafes, libraries and sky parks - a concept derived from our CCTV HQ, China case study. The form of the curving towers is such that the two towers lean towards each other for support aided by the arched trusses and secondary members that creates voids in between dispersing the encompassing heat around the structure efficiently and weakening the wind velocity thereby making the form more aerodynamic and reducing the impact of high winds on it.



Ground Floor Plan



Working Drawing Co-living

Brief -The design set out with the idea of co-living space and how one could also address the concerns for resource and energy consumption within the built-form. The priority was maximizing the social interaction in this spatial logistics and at the same time, maintain one’s privacy. Each user category requires a definitive area to work or live comfortably. Considering wind as major resource the form of structure was derived and the programs were distributed vertically from ground floor to 5th floor as the spatiality and attribute of programs followed as Public programs on ground floor and sempublic and community level programs on top and intermediate floors


-

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN WITH RESPECT TO ALL OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND COARSE AGGREGATE). ALL LEVELS SPECIFIED IN METERS. ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN BY STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK. 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. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. WORK WITHIN THE FIELD BOUNDARIES AS SPECIFIED IN THE PROJECT DOCUMENT AND COMPLY WITH ALL THE APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCE REQUIREMENTS. OCCUPANTS ON THE ADJACENCIES TO THE PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

-

2

1

3

4

-

5

-

UNFINISHED DIMENSION

28000

CENTRE LINE DIMENSION

8110

5625

SOLID VOID DIMENSION

600

2200

6000 2000

2620

1000

1375

-

8035 1000

2625

1000

1360

1000

1380

1500

600

A

SR. NO. DATE REVISION

150

150

1030

W2 150

W3

150

150

W1

DORMITORY 118 SQM 150

150

150

150 2030

535

2030

600

150

W2

2000 150 1480

5615

3600

6310

8000

5615

W1

2000

7595

D2

1030

UP

8000

KEY SECTION

1300

1030 150 W2

1000

2000

D3

UP

CHECKED BY

230

4216

2000

DN

W2

150

150

B

ISSUED BY

150

505

W2

600

2030

W2

1400

150

600 2030

1000

150

1030

150 490

D4

7000

230

DESCRIPTION

1395

1030

W2

150

2000

1030

1030

W2 150

1320

150

230

6030

7000

1030

W2 150

2030

150

1165

1030

1030

W1

1030

310

W6

2030

600

A

600

600

W4

ROOM 20 SQM

1140

1605

1290

1290

D1

2220

1290

D1

D1

2545

D1

2350

900

W5

530

STAMP & SIGN

W2

W2

2045

D1 1290 W5

1290 W5

D1 1290 W5

D1

W5

D1 1290 W5

2798

7760

B'

900

1245

3945 1045

W5

CO-LIVING SPACE AT CHURCHGATE, MUMBAI

700

D1

Abhishek Nerkar

1896

1030

900

D1

GENTS TOILET

2020 1000

1030

W5

900 1370

1300

1232

1450 D2

W7

1100

B

5400

6576

W6

7760

W12

1830

DORMITORY 2 26 SQM

E

TSF

D1

1200

1232

W5

TOILET LOBBY

4000

700

D1

900

1281

900

D2

1300

DN 2000

600

W5

D1

1370

1838

LADIES TOILET

1245

D1

1665

D

26990

D1

1290

LIFT

3945

4000

3399

1545

ES

D1

FS

1462

600

LV 1170

1500

D2

4216

C

W5

1100

700

2180

26988

1110

3655 2305

ROLL NO | A17 - 17 THIRD YEAR B.ARCH 2019 - 2020

SCHOOL OF ENVIRONMENT AND ARCHITECTURE

A'

NORTH 1000

6740

600

5210

8110

1310

1000

1365

300

5625

1000

1325

2610

6000

700

740

700

780

700

515

700

SCALE

707

8035

1:100

28000

DRAWING TITLE & NUMBER

FIRST FLOOR PLAN WD - SEA - C - 02

-

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN WITH RESPECT TO ALL OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND COARSE AGGREGATE). ALL LEVELS SPECIFIED IN METERS. ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN BY STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK. 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. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. WORK WITHIN THE FIELD BOUNDARIES AS SPECIFIED IN THE PROJECT DOCUMENT AND COMPLY WITH ALL THE APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCE REQUIREMENTS. OCCUPANTS ON THE ADJACENCIES TO THE PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

1

2

3

4

5

-

Water Tank Top

Water Tank Top

33.35M

33.35M

-

Roof Slab

Roof Slab

30.00M

-

30.00M D1

Terrace Floor

Terrace Floor

26.40M

26.40M

W6 W7

D1

D4

D2

W5

SR. NO. DATE REVISION

W5

Midlanding

DESCRIPTION

Midlanding

24.60M

24.60M

Sixth Floor

Sixth Floor

22.80M

22.80M

W6 D1

D4

W7

D4

D2

W5

ISSUED BY

W5

Midlanding

CHECKED BY

Midlanding

21.00M

21.00M

Fifth Floor

Fifth Floor

19.20M

19.20M

W6 W7

D1

D4

D2

W5

W5

Midlanding

KEY PLAN

Midlanding

17.40M

17.40M

Fourth Floor

Fourth Floor

15.60M D1

D4

W7

ROAD

15.60M

W6

2

1

3

4

5

FOOTPATH

D2

D4

W5

W5 VEHICULAR ENTRY

Midlanding

VEHICULAR ENTRY

PEDESTRIAN ENTRY

Midlanding

13.80M

13.80M A

Third Floor

Third Floor

12.00M

12.00M

W6 W7

D1

B D3

DN

D2

D4

W5

UP

W5

Midlanding

Midlanding

10.20M

C

10.20M

D1

D1

D

Second Floor

Second Floor

08.40M

08.40M

W6 D1

D4

W7

D2

D4

Midlanding

First Floor

04.80M D1

03.00M

03.00M

Ground Floor 01.20M

01.20M

-02.40M

D4

Midlanding

Ground Floor

Basement

STAMP & SIGN

First Floor

04.80M

00.00

E

W5

06.60M

Midlanding

Ground

W5

Midlanding

06.60M

D1

Ground 00.00

Basement -02.40M

CO-LIVING SPACE AT CHURCHGATE, MUMBAI Abhishek Nerkar ROLL NO | A17 - 17 THIRD YEAR B.ARCH 2019 - 2020

SCHOOL OF ENVIRONMENT AND ARCHITECTURE NORTH

SCALE 1:100

DRAWING TITLE & NUMBER

SECTION BB' WD - SEA - D - 02


-

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN WITH RESPECT TO ALL OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND COARSE AGGREGATE). ALL LEVELS SPECIFIED IN METERS. ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN BY STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK. 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. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. WORK WITHIN THE FIELD BOUNDARIES AS SPECIFIED IN THE PROJECT DOCUMENT AND COMPLY WITH ALL THE APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCE REQUIREMENTS. OCCUPANTS ON THE ADJACENCIES TO THE PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

START

D2

SLOPE 1:100

350

D2

-

GRANITE TILE 300MMX600MM

400

1:1

00

480

480

150

-

E

650

OP SL

600

TOILET LOBBY

1290 340 OP E SL

300

D1 00 1:1

690 300

335

335

300 00 1:1

00

645

1:1 OP E

450

D1

D1

W3

140

140

450

00

645

1:1

SL

E

W5

KEY PLAN

WATER CLOSET 900MMX1300MM

00

SL

1:1

OP

E

E

W5

OP

D1

W8

A'

OP

SL

D1

CHECKED BY W9

START

SL

START

DESCRIPTION

D1 450

450

00

TOILET SHAFT

ISSUED BY

120MM DIA NAHANI TRAP

E OP

1:1

W5

SL

E

690

645

70

70

OP

480

645

690

00 1:1

900

450

900

450 300

SL

645 300

00

START

SL

W5

4

BATH AREA 1100MMX1290MM

1:1

OP E

1:1

SR. NO. DATE REVISION E OP

START

D1 D1

W5

-

254

254 690

300

2400

340

2400

1290

1:1 E OP SL

645 300 6075

00

D1

5

SL

1200

D1

00

1200

1:1

D1

1300

00 1:1

D1

START

-

E

START

E OP SL

A

CERAMIC TILE 300MMX300MM

OP

D1

1300

W5

WASH BASIN

1100

WOMEN'S TOILET

600

500

MEN'S TOILET

00

300

1100

SL

W5

-

440

750

300

W5

START

SLOPE 1:100

1295

300

1700 START

RCC COLUMN 230MMX600MM

W2

W2

W2

W2

ROAD

2

1

3

4

5

FOOTPATH

VEHICULAR ENTRY

1900

2800

W5

1950

3120

VEHICULAR ENTRY

PEDESTRIAN ENTRY

1560

W5

W9

A

TOILET PLAN (1:25)

W8

B D3

DN

UP

C D1

D1

W3

D

W2

W2

W2

W2

E

D1

DADO TILE 150MMX300MM TOWEL HUNG RING W5

W8

W2

W2

W2

W1

Abhishek Nerkar

1800 1500

W2

W1

ROLL NO | A17 - 17 THIRD YEAR B.ARCH 2019 - 2020

MIXER HEALTH FAUCET 600

1400

700

1400

1500 1800

W3

CO-LIVING SPACE AT CHURCHGATE, MUMBAI

HAND SHOWER

2400

2400

W5

600

W9

1390

1390

STAMP & SIGN

SCHOOL OF ENVIRONMENT AND ARCHITECTURE

CERMAIC TILE 25MM SCREEDING 25MM

NORTH

WATERPROOFINF 25MM BBC FILL 250MM

SCALE 1:25

DRAWING TITLE & NUMBER SECTION AA' (1:25)

TOILET DETAIL

NORTH ELEVATION

300

WD - SEA - T - 02

-

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN WITH RESPECT TO ALL OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND COARSE AGGREGATE). ALL LEVELS SPECIFIED IN METERS. ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN BY STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK. 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. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. WORK WITHIN THE FIELD BOUNDARIES AS SPECIFIED IN THE PROJECT DOCUMENT AND COMPLY WITH ALL THE APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCE REQUIREMENTS. OCCUPANTS ON THE ADJACENCIES TO THE PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

2000

-

500

ROOF SLAB 30.00

-

TOP RAIL 80MM DIA WELDING JOINT HAND RAIL 80MM DIA

-

MS STEEL PLATE

3475

NUT BOLT -

TREAD (300MM) KOTA STONE

-

5275

SKID PROOF TERRACE FLOOR

NOSING

26.40

NUT BOLT

DRIP MOLD

-

20MM DIA STEEL BALUSTER

SCREEDING 25MM

MS STEEL PLATE

150

300

3380

MIDLANDING

SKIRTING

2

3

D1

DESCRIPTION

2000

24.60

SR. NO. DATE REVISION

1

ISSUED BY

3380

SIXTH FLOOR

D1

CHECKED BY

22.80

RAILING DETAIL (1:10)

WALL HANDRAIL DETAIL (1:10)

1000

TREAD RISER DETAIL (1:10)

D1

D4

KEY PLAN

MIDLANDING

150

300

21.00

ROAD

2

1

3

4

5

D1 FOOTPATH

VEHICULAR ENTRY

PEDESTRIAN ENTRY

VEHICULAR ENTRY

A

SECOND FLOOR 8.4

B D3

DN

D1

UP

D4

C D1

D1

D

4676

4216

D3

855

855

4216

2000

1.20

1.35

25

192

26.40

22.95

169

2

23

1.05

1.50

26

191

26.25

23.10

170

-1.95

3

22

0.90

1.65

27

190

26.10

23.25

171

-1.80

4

21

0.75

1.80

28

189

25.95

23.40

172

20

0.60

-1.65

5

20

0.60

1.95

29

188

25.80

23.55

173

6

187

25.65

23.70

174

0.45

-1.50

0.30

-1.35

6

19

7

18

186

25.50

23.85

175

8

17

0.15

-1.20

8

185

25.35

24.00

176

9

16

0.00

-1.05

9

184

25.20

24.15

177

15

-0.15

-0.90

10

183

25.05

24.30

178

-0.30

-0.75

11

182

24.90

24.45

179

-0.45

-0.60

12

181

24.75

24.60

180

0.15

-1.20

16

0.00

-1.05

15

-0.15

-0.90

10

14

-0.30

-0.75

11

14

13

-0.45

-0.60

12

13

0.45

2.10

0.30

-1.35

7

2180 3255

-0.60

-0.60

24.60

4216

D1

CO-LIVING SPACE AT CHURCHGATE, MUMBAI ROLL NO | A17 - 17 THIRD YEAR B.ARCH 2019 - 2020

SCHOOL OF ENVIRONMENT AND ARCHITECTURE SCALE

4216

1455

1:50 BASEMENT -2.4

BASEMENT PLAN (1:50)

GROUND FLOOR PLAN (1:50)

TERRACE PLAN(1:50)

DRAWING TITLE & NUMBER STAIRCASE DETAIL WD - SEA - ST - 02

SECTION(1:50)

D1

Abhishek Nerkar

NORTH

0.60 4216

6279

18

-2.25

7780

1.20

2000

MIDLANDING

STAMP & SIGN

DN

24

-2.10

0.90 0.75

19 8239

UP

DN 1

1.05

21

23

17

3380

D3

22

24

6279

MIDLANDING 3380

2000

2000 3380

UP

4.8

GROUND FLOOR 1.2

1.20

140

FIRST FLOOR

3.0

D1

E

26.40 D3

2000

-2.40

370

D3

6.6

370

3380

MIDLANDING

SOUTH ELEVATION

D4


-

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN WITH RESPECT TO ALL OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND COARSE AGGREGATE). ALL LEVELS SPECIFIED IN METERS. ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN BY STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK. 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. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. WORK WITHIN THE FIELD BOUNDARIES AS SPECIFIED IN THE PROJECT DOCUMENT AND COMPLY WITH ALL THE APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCE REQUIREMENTS. OCCUPANTS ON THE ADJACENCIES TO THE PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

-

3

2

-

1

-

Water Tank Top -

33350

30000

SR. NO. DATE REVISION

ALL DIME OTHERW ALL THE FOLLOWE DRAWING OTHER D P.C.C. IS COARSE ALL LEVE ALL DEC CALCULA NEED TO DO NOT S ALL DISC NOTICE T COMMEN RICHER C FOUNDAT THE SUP SUGGEST THE STRU VERIFY F WITH THE PROCEED WORK W SPECIFIE COMPLY CODES, R REQUIRE OCCUPA PROJECT UNINTER DURING T

-

DETAIL A

BRICK PARAPET WALL

-

BULL NOSING STRIP CONCAVE

Terrace Floor 26400

CHINA MOSAIC TILING 25 MM SCREEDING 25MM

-

BBC FILLED RCC SLAB

CONCRETE PAVEMENT DRAIN

-

DRIP MOLD

Sixth Floor

STEP FOOTING

DETAIL A (TERRACE)(1:25)

-

Roof Slab

-

A

PCC COPING

PCC COPPING

DESCRIPTION

22800

-

SR. NO. DAT

PCC BED SOLING

Terrace Floor 26400

RAMMED EARTH

ISSUED BY

CHECKED BY

ISSUED

Fifth Floor

DETAIL B (1:25)

19200

Sixth Floor 22800

HORIZONTAL LOUVERS

KEY PLAN W1

Slope

Fifth Floor

PLINTH PROTECTION

19200 ROAD

2

1

3

4

WATER PRROFING SCREEDING SHAHABAD TILE

5

FOOTPATH

VEHICULAR ENTRY

Fourth Floor

VEHICULAR ENTRY

PEDESTRIAN ENTRY

Second Floor 8400

BASEMENT RETAINING WALL

A

A

15600 BBC

B D3

DN

TRENCH

C D1

Third Floor

W1

B

UP

C

D1

D

D

12000 E

E

RAFT FOUNDATION

First Floor 4800

STAMP & SIGN

Second Floor 8400

PCC BED STONE SOLING

First Floor

W1

4800

1200 Ground

PLINTH 1200

BASEMENT RETAINING WALL DETAIL (1:25)

Abhishek Nerkar

Ground Floor PLan

DETAIL B

RAMMED EARTH

CO-LIVING SPACE AT CHURCHGATE, MUMBAI ROLL NO | A17 - 17 THIRD YEAR B.ARCH 2019 - 2020

0

Ground 0

-2400

NORTH

Abhishek

ROLL NO | A THIRD YEA 2019 - 2020

SCHOOL AND ARC

SCHOOL OF ENVIRONMENT AND ARCHITECTURE

Basement

CO-LIVIN AT CHUR

NORT

SCALE

Basement -2400

1:100

DRA

DRAWING TITLE & NUMBER

EX

ELEVATION - 2 WD - SEA - E - 02

-

3

4

-

5

-

Water Tank Top 33350

Roof Slab

-

-

30000

SR. NO. DATE REVISION

-

ALL DIME OTHERW ALL THE FOLLOWE DRAWING OTHER D P.C.C. IS COARSE ALL LEVE ALL DEC CALCULA NEED TO DO NOT S ALL DISC NOTICE T COMMEN RICHER C FOUNDAT THE SUP SUGGEST THE STRU VERIFY F WITH THE PROCEED WORK W SPECIFIE COMPLY CODES, R REQUIRE OCCUPA PROJECT UNINTER DURING T

INT

EXT

INT

-

EXT

BRICK WALL 150MM

BRICK WALL 230MM PCC LINTHEL 50MM

PCC LINTHEL 50MM DOOR LINING

STEEL DOOR FRAME 12MM

WOODEN REBATE WOOD PANEL 10MM STILE

ACTUATOR

WOODEN DOOR LEAF 40MM THICK

STEEL SHEET

STEEL DOOR HANDLE

-

PERFORATED FIRE RATED PANEL

2000

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN WITH RESPECT TO ALL OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND COARSE AGGREGATE). ALL LEVELS SPECIFIED IN METERS. ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN BY STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK. 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. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. WORK WITHIN THE FIELD BOUNDARIES AS SPECIFIED IN THE PROJECT DOCUMENT AND COMPLY WITH ALL THE APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCE REQUIREMENTS. OCCUPANTS ON THE ADJACENCIES TO THE PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

-

2000

-

STEEL DOOR HANDLE

TILING 25MM

BOTTOM HARDWOOD RAIL

ELEVATION

SECTION

WEATHERING

SCREEDING 25MM

RCC SLAB 150MM

RCC SLAB 150MM

ELEVATION

SECTION

-

SR. NO. DAT

DESCRIPTION

Terrace Floor 26400

ISSUED BY W5 W2

W5

W5

ISSUED

CHECKED BY

W5

W2

Sixth Floor 22800

1800 PLAN

W5 W2

W5

W5

PLAN

KEY PLAN

W5

W2

1200

Fifth Floor 19200 ROAD

2

1

3

4

5

FOOTPATH

VEHICULAR ENTRY

W5 W2

W5

W5

VEHICULAR ENTRY

PEDESTRIAN ENTRY

W5

W2

Fourth Floor

A

A

15600 B

B D3

DN

UP

C

W5

C

W5

RCC SLAB 150MM

D1

Third Floor

D1

D

12000

W5 W2

W2

W2

W5

W5

W5

W5

W5

1800

8400

W5

W5

RCC BEAM 800MM BULL NOSING

STAMP & SIGN

Second Floor

EXT

RCC SLAB 150MM

INT

Ground Floor PLan 1200 Ground 0

Basement -2400

WOODEN VERTICAL PROJECTION 70MM X 630MM X 1730MM DOUBLE IG

Abhishek Nerkar ROLL NO | A17 - 17 THIRD YEAR B.ARCH 2019 - 2020

SCHOOL OF ENVIRONMENT AND ARCHITECTURE NORTH

E

BULL NOSING HORIZONTAL PROJECTION SUNSHADE 600MM DRIP MOLD 18MM PCC LINTHEL 50MM DRY WALL SCREW PIVOT HINGE

WINDOW HANDLE

CO-LIVING SPACE AT CHURCHGATE, MUMBAI

900

4800

ELEVATION

SCALE

SECTION

ALUMINUM SLIDING WINDOW FRAME ALUMINUM SLIDING WINDOW TRACK KOTA STONE

KOTA STONE

GROVE IN KOTA STONE (DRIP MOLD)

GROVE IN KOTA STONE (DRIP MOLD)

EXTERNAL ROUGH PLASTER 18MM SKIRTING 100MM BRICK WALL 150MM TILING 25MM SCREEDING 25MM

D

RCC BEAM 800MM

HORIZONTAL PROJECTION 600MM

First Floor

D4

EXT

DRIP MOLD 18MM PCC LINTHEL 50MM DRY WALL SCREW

900

W2

INT

700

E

700

W5

W2

1800

W5 W2

ELEVATION

4000

SECTION

330

2900

EXTERNAL ROUGH PLASTER 18MM SKIRTING 100MM BRICK WALL 230MM TILING 25MM SCREEDING 25MM

CO-LIVIN AT CHUR

Abhishek

ROLL NO | A THIRD YEA 2019 - 2020

SCHOOL AND ARC

NORT

1:100 DRAWING TITLE & NUMBER

ELEVATION - 1 WD - SEA - E - 01

PLAN

PLAN

DRAW

DOO


HIRANANDANI (POWAI) INTRO One of the predominant observations of site was the generation of layers as one navigates along the transect. Layering here is seen in terms of the changing environments and activities that one notices from the promenade edge to the Powai hills. Hard edges of layers are blurred by understanding the changes happening at cusps of these layers through different actors that get added and filtered out. A privatisation and increase of policing is experienced. The layers are as mentioned in the diagram.

Settlement Studies ACTORS REAL ESTATE

Team - Advait Desai, Aman Nahar, Grishma Mehta, Jugal Kamalia, Kshitija Akre, Nikeita Saraf, Pracheta Sawardekar, Raghav Gupta, , Ronak Soni. Site location - Hiranandani Powai, Mumbai Brief - To study the relationship between terrain and builtform.

Google Image (2020)

Contour Map

Survey Map (1947)

COMMUNITY RESIDENTS

SUPPORTING PEOPLE

One of the predominant observations of site was the generation of layers as one navigates along the transect. Layering here is seen in terms of the changing environments and activities that one notices from the promenade edge to the Powai hills. Hard edges of layers are blurred by understanding the changes happening at cusps of these layers through different actors that get added and filtered out. A privatisation and increase of security is experienced. The layers are as mentioned in the diagram.

MONITORED RESIDENTIAL COMPLEX BUISNESS PARK POWAI HILLS

ENVIRONMENTALIST WHAT IS ANGLING ASSOCIATION?

PROBLEMS

THEN

Angling is a method or technique of fishing based on how the hook and fishing line are attached to the rod. It is a term used when fishing for leisure or as a sport is to be addressed. The Maharashtra State Angling Association along the Powai was set up by the British as the Bombay Presidency Angling Association is now a club that caters to members who want to fish for sport. Up until 2018, the association also took up the task of cleaning the lake around its area and cutting down the algae.

Before 2007 The existing edge of the lake provided soft edges which acted as basking are area for laying eggs and resting.

After 2007 After the coming of the edge, crocodiles faced problems as proximity to the p pelting. On the other side, noises from angling boats made it hard to spend t decrease in the number of crocodiles in the lake overall.


Google Image (2000)

The Hiranandani Scam

Change in Hyacinth during different seasons

Development Plan

Marketing Strategies Residential Zone Future Development Zone Institutions Commercial Zone

HAWKER

GARDENER

FISHERMAN

SPATIAL CHARACTERISTICS

WATER

FOOTPATH HYACINTH PROMENADE RESIDENTIAL COMPLEX

TREES FOOTPATH

GARDEN ROAD

RESIDENTIAL COMPLEX

METRO FOOTPATH

ROAD

ROAD FOOTPATH SCHOOL BASKETBALL COURT CRICKET GROUND PRIVATE GARDEN

NOW

eas for crocodiles. Crocodiles used this

promenade led to incidents of stonetime there. All this has lead to a substantial

SOLUTION

Stormwater gates Various seasonal tributaries which contributed to stormwater run-off into the lake were hindered in 2011 when buildings along the main road (in agreement with BMC) started to flush their sewage out into them. At the time, this was thought of as a short - term solution but an alternative was never provided. This led to the same problems all over again, including hyacinth growth and decrease in lake depth

VEGETATION

(from left to right) 1. Abelmochus Manihot 2. Acacypha Wilkesiana 3. Acanthophoenix Rubra 4. Canna Coccinea 5. Creepy Jasmine 6. Banyan Tree

BIRDS

(from left to right) 1. Asian Palmymra Tree 2. Coconut Tree 3. Honey Mesquite 4. Badam Tree 5. Mango Tree 6. Lily

(from left to right) 1. Asian Palm-Swift 2. Grey Hornbill 3. Lesser Whistling-Duck 4. Pigeon 5. Red Whiskered Bulbul 6. Siberian Crane

OTHER ACTORS


Buhari: An open Village



Hands on work and Material Exploaration

Over the academic years, different methods (laser cutting, casting, weaving, carpentry, masonry) and materials (concrete, POP, wood, textile, paper) were experimented upon to find the best possible way to represent each project.





Thank You.

for your time and consideration

Get in touch... Abhishek Nerkar Abhisheknerkar2000@gmail.com


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.