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