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.Internship works 05. 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.
Plan, Section
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 -
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
1030
W2 150
W3
150
150
W1
150
150
150
600 2030
W2
2030
2030
W2
535
2030
600
UP
150 W2
2000 150 1480
5615
3600
6310
W1
8000
5615
2000
7595
D2
1030
UP
8000
KEY SECTION
1300
1030 150 W2
1000
2000
D3
DN
W2
230
4216
2000
CHECKED BY
150
150
B
ISSUED BY
150
600
490
505
D4
1400
150
1000
150
1030
150
DESCRIPTION
7000
230
DORMITORY 118 SQM 150
1320
230
150
1395
1030
W2
150
2000
1030
1030
W2 150
1165
150
6030
7000
W6
1030
W2 150
2030
150
1030
1030
1030
W1
2030
600
310
600
600
A
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.
W4
ROOM 20 SQM
1140
1605
1290
2220
W5
1290 D1
2545
D1
D1
900
W5
530
W2
1045
2045
D1 1290 W5
1290 W5
D1 1290 W5
D1 1290 W5
2798 700
D1
W5
7760
B'
900
1896
1030
D1
GENTS TOILET
2020 1000
W2
D1
W5
1370
3945
DORMITORY 2 26 SQM
1030
900
1300
W7
W5
900
1100
1232
1450 D2
1245
B
5400
6576
7760
W12
1830 W6
E
TSF
D1
1200
TOILET LOBBY
STAMP & SIGN
1281
900
W5 1232
2350
1300
900
D2
700
D1
1370
DN 2000
600
W5
D1
1838
LADIES TOILET
4000
LIFT D1
1665
D
26990
1290
D1
1245
FS
D1
1290
3945
4000
3399
1545
ES
D1
1462
600
LV 1170
1100
D2
4216
C
1500
700
2180
26988
1110
3655 2305
CO-LIVING SPACE AT CHURCHGATE, MUMBAI Abhishek Nerkar ROLL NO | A17 - 17 THIRD YEAR B.ARCH 2019 - 2020
SCHOOL OF ENVIRONMENT AND ARCHITECTURE
A'
NORTH 1000
6740 8110
600
5210 5625
1310 300
1000
1365 6000
1000
1325
2610
700
740
700
780
700
515
700
SCALE
707
8035
1:100
28000
DRAWING TITLE & NUMBER
Floor Plan
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 D4
W7
ROAD
15.60M
W6 D1
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
06.60M
First Floor
04.80M D1
Midlanding
03.00M
Ground Floor
Ground Floor
01.20M
01.20M
-02.40M
D4
Midlanding
03.00M
Basement
STAMP & SIGN
First Floor
04.80M
00.00
E
W5
Midlanding
06.60M
Ground
W5
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
Setioin AA’
SECTION BB' WD - SEA - D - 02
-
ALL DIMENS OTHERWISE ALL THE WR FOLLOWED DRAWINGS OTHER DRA P.C.C. IS IN COARSE AG ALL LEVELS ALL DECISI CALCULATI NEED TO BE DO NOT SCA ALL DISCRE NOTICE TO COMMENCE RICHER CON FOUNDATIO THE SUPER SUGGESTED THE STRUC VERIFY FIEL WITH THE P PROCEEDIN WORK WITH SPECIFIED I COMPLY WI CODES, REG REQUIREME OCCUPANT PROJECT A UNINTERRU DURING THE
START
GRANITE TILE 300MMX600MM
SL
650
OPE
1:10
0
480
480
150 500
MEN'S TOILET
TOILET LOBBY
600
1100
1290 340
254 900
690
0 1:10 OPE
900
SL
SR. NO. DATE
450
450
0
D1
BATH AREA 1100MMX1290MM
300
D1 0
D1
450
300
335
300 0
A'
SL
START
WATER CLOSET 900MMX1300MM
645
1:10
450
D1
D1
140
140
450
645
0
D1
1:10
D1
W5
OPE
OPE
W5
SL
SL
0
0
SL
1:10
OPE
OPE
1:10
TOILET SHAFT
335
450
0
START
ISSUED BY
120MM DIA NAHANI TRAP
1:10 OPE
1:10
690
645
70
START
W5
SL
OPE
W5
690
300
645
70
300
SL
START
D1
0
1:10
OPE
OPE
1:10
1200
D1
SL
480
-
SL
1200
D1
W5
645
2400
340 254
0
690
1:10
300
2400
1290
1:10 OPE SL
645 300 6075
D1
1300
OPE
D1
0
START
-
1:10
START
SL
A
CERAMIC TILE 300MMX300MM
OPE
D1
1300
W5
WASH BASIN
1100
WOMEN'S TOILET
SL
W5
-
0
300
SLOPE 1:100
D2
400 440
750
1295
D2
SLOPE 1:100
350 300
W5
-
START
600
300
1700 START
RCC COLUMN 230MMX600MM
1
VEHICULAR
1900
2800
W5
1950
3120
1560
W5
A
TOILET PLAN (1:25)
B
C
D
1390
1390
E
D1
DADO TILE 150MMX300MM TOWEL HUNG RING W5
CO-LIVING AT CHURC
Abhishek N
1800 1500
MIXER HEALTH FAUCET 600
1400
1400
700
1500 1800 600
HAND SHOWER
2400
2400
W5
CERMAIC TILE 25MM SCREEDING 25MM WATERPROOFINF 25MM BBC FILL 250MM
ROLL NO | A1 THIRD YEAR 2019 - 2020
SCHOOL O AND ARCH NORTH
DRAWI
Detail Drawings
SECTION AA' (1:25)
W
300
-
ALL DIMENS OTHERWISE ALL THE WR FOLLOWED DRAWINGS OTHER DRA P.C.C. IS IN COARSE AG ALL LEVELS ALL DECISI CALCULATI NEED TO BE DO NOT SCA ALL DISCRE NOTICE TO COMMENCE RICHER CON FOUNDATIO THE SUPER SUGGESTED THE STRUC VERIFY FIEL WITH THE P PROCEEDIN WORK WITH SPECIFIED I COMPLY WI CODES, REG REQUIREME OCCUPANT PROJECT A UNINTERRU DURING THE
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
SR. NO. DATE
2000
24.60
ISSUED BY
3380
SIXTH FLOOR 22.80
RAILING DETAIL (1:10)
WALL HANDRAIL DETAIL (1:10)
1000
TREAD RISER DETAIL (1:10) MIDLANDING
150
300
21.00
1
VEHICULAR
A
SECOND FLOOR 8.4
B
C
D
4676
4216
D3
855
855
4216
3380
2000
D3
UP
DN
DN
1.20
-2.25
1
24
1.20
1.35
25
192
26.40
22.95
169
23
1.05
-2.10
2
23
1.05
1.50
26
191
26.25
23.10
170
22
0.90
-1.95
3
22
0.90
1.65
27
190
26.10
23.25
171
21
0.75
-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
19
0.45
-1.50
6
19
0.45
2.10
6
187
25.65
23.70
174
18
0.30
-1.35
7
18
0.30
-1.35
7
186
25.50
23.85
175
17
0.15
-1.20
8
17
0.15
-1.20
8
185
25.35
24.00
176
16
9
16
15
15
7780
24
-1.05
0.00
-1.05
9
184
25.20
24.15
-0.90
10
-0.15
-0.90
10
183
25.05
24.30
178
-0.30
-0.75
11
14
-0.30
-0.75
11
182
24.90
24.45
179
13
-0.45
-0.60
12
13
-0.45
-0.60
12
181
24.75
24.60
180
2180
2000
3255
MIDLANDING
-0.60
-0.60
24.60
Abhishek N
ROLL NO | A1 THIRD YEAR 2019 - 2020
SCHOOL O AND ARCH
4216
1455
4216
CO-LIVING AT CHURC
NORTH
0.60 4216
177
6279
0.00 -0.15
14
6279
8239
MIDLANDING 3380
2000
2000 3380
UP
4.8
GROUND FLOOR 1.2
1.20
140
FIRST FLOOR
3.0
E
26.40 D3
2000
-2.40
370
D3
6.6
370
3380
MIDLANDING
BASEMENT -2.4
BASEMENT PLAN (1:50)
GROUND FLOOR PLAN (1:50)
TERRACE PLAN(1:50)
DRAWI
S
W SECTION(1:50)
-
ALL DIMENS OTHERWISE ALL THE WR FOLLOWED DRAWINGS OTHER DRA P.C.C. IS IN COARSE AG ALL LEVELS ALL DECISI CALCULATI NEED TO BE DO NOT SCA ALL DISCRE NOTICE TO COMMENCE RICHER CON FOUNDATIO THE SUPER SUGGESTED THE STRUC VERIFY FIEL WITH THE P PROCEEDIN WORK WITH SPECIFIED I COMPLY WI CODES, REG REQUIREME OCCUPANT PROJECT A UNINTERRU DURING THE
INT
EXT
INT
-
EXT
BRICK WALL 150MM
BRICK WALL 230MM
PCC LINTHEL 50MM DOOR LINING
PCC LINTHEL 50MM STEEL DOOR FRAME 12MM
WOODEN REBATE WOOD PANEL 10MM STILE
ACTUATOR
WOODEN DOOR LEAF 40MM THICK
STEEL SHEET
-
PERFORATED FIRE RATED PANEL
2000
2000
STEEL DOOR HANDLE
-
STEEL DOOR HANDLE
TILING 25MM
BOTTOM HARDWOOD RAIL
ELEVATION
SECTION
WEATHERING
SCREEDING 25MM
RCC SLAB 150MM
RCC SLAB 150MM
ELEVATION
SECTION
-
SR. NO. DATE
ISSUED BY
1800 PLAN
1200
PLAN
1
VEHICULAR
A
B
C
RCC BEAM 800MM
1800
BULL NOSING
INT
700
EXT
RCC SLAB 150MM
RCC BEAM 800MM
EXT
E
BULL NOSING
HORIZONTAL PROJECTION 600MM
HORIZONTAL PROJECTION SUNSHADE 600MM
DRIP MOLD 18MM PCC LINTHEL 50MM DRY WALL SCREW
DRIP MOLD 18MM PCC LINTHEL 50MM DRY WALL SCREW PIVOT HINGE
WINDOW HANDLE
WOODEN VERTICAL PROJECTION 70MM X 630MM X 1730MM DOUBLE IG ALUMINUM SLIDING WINDOW FRAME ALUMINUM SLIDING WINDOW TRACK KOTA STONE
ELEVATION
SECTION
KOTA STONE GROVE IN KOTA STONE (DRIP MOLD)
900
900
GROVE IN KOTA STONE (DRIP MOLD) EXTERNAL ROUGH PLASTER 18MM SKIRTING 100MM BRICK WALL 150MM TILING 25MM SCREEDING 25MM
ELEVATION
4000
PLAN
Door Window Details
D
1800
700
INT
RCC SLAB 150MM
SECTION
330
PLAN
2900
EXTERNAL ROUGH PLASTER 18MM SKIRTING 100MM BRICK WALL 230MM TILING 25MM SCREEDING 25MM
CO-LIVING AT CHURC
Abhishek N
ROLL NO | A1 THIRD YEAR 2019 - 2020
SCHOOL O AND ARCH NORTH
DRAWI
DOOR
W
-
A
PCC COPING
ALL DIMENS OTHERWISE ALL THE WR FOLLOWED DRAWINGS OTHER DRA P.C.C. IS IN COARSE AG ALL LEVELS ALL DECISI CALCULATI NEED TO BE DO NOT SCA ALL DISCRE NOTICE TO COMMENCE RICHER CON FOUNDATIO THE SUPER SUGGESTED THE STRUC VERIFY FIEL WITH THE P PROCEEDIN WORK WITH SPECIFIED I COMPLY WI CODES, REG REQUIREME OCCUPANT PROJECT A UNINTERRU DURING THE
PCC COPPING
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
-
STEP FOOTING
DETAIL A (TERRACE)(1:25)
Sixth Floor 22800
-
SR. NO. DATE
PCC BED SOLING RAMMED EARTH
ISSUED B
Fifth Floor
DETAIL B (1:25)
19200
HORIZONTAL LOUVERS
Slope
PLINTH PROTECTION 1
WATER PRROFING SCREEDING SHAHABAD TILE
Second Floor
VEHICULAR
8400
BASEMENT RETAINING WALL
A
BBC
B
TRENCH
C
D
E
RAFT FOUNDATION
First Floor 4800
PCC BED STONE SOLING
DETAIL B
RAMMED EARTH
PLINTH
BASEMENT RETAINING WALL DETAIL (1:25)
1200
Ground 0
CO-LIVING AT CHURC
Abhishek N
ROLL NO | A1 THIRD YEAR 2019 - 2020
SCHOOL O AND ARCH
NORTH Basement -2400
DRAW
External Wall Section
EXTE
W
Internship Works
Orthodepic Hospital Task - Planning and interior of a Flat to convert into a orthopedic hospital.
Internship Works
1. Vishwagram, Mehsana 2. Pareikh House, Ahemdabad Task - To make a 3d model to understand the spatiality of new hostel design
Internship Works
1. Srisuktam, Ahemdabad Task - to make a handmodel model to understand the spatiality and proximity if design. 2. Aryagram, Bhuj Task 1- To design 2 housing units considering earthquake as a prime factor. Task 2- To design Sandalwood garden and Medicine garden. 3. CEE, Ahemdabad Task - Designing of new public toilets in CEE campus and also renovation of old toilets.
NOTES
PLAN 1A
2875
2185
C
B
1955
D
1
2300
2
S
R
R
2
S
R
S
2
2
2
3
3
3
3
3
R
R
R
R
R
R
R
2
STEEL GI SHEET 30MM STEEL COLUMN (100 X 100)
PRINTS ISSUE
PRINTS ISSUE
R
R
R
2
2
2
DESCRIPTION
S
S
R
S
R
S
R
2
R
2
3
4
5
6
7
8
9
11
S
R
S
CEE AUDITORIUM TOILET
A'
B'
DRG. NO. :
D'
DATE
PROJECT :
10
DRG. TITLE :
C'
DRG. TITLE :
TILE LAYOUT DRG. NO. :
1:100 08-04-2021
SCALE : DATE :
PLAN 2B
Q.SURV.
DATE 9
8
11
10
6
7 R 2
2
R
1640
4
R
NO.
TILE LAYOUT
B'
2990
PLAN 2A
5
2 S
2
R
DESCRIPTION
PROJECT :
CEE AUDITORIUM TOILET
2760 A'
REVISIONS
S 2 R
6085
4830
3510
R
6900
2
R
R
2
R
R
7130
S
S
2
3480
R
R
R
2
DATE
S
S
7
1725 1955
8'
8'
B' R
NO.
7'
7'
Q.SURV.
ST. ENG.
CLIENT
CONTR.
COPIES
PLUMB.
6'
A'
REVISIONS 6
3
1320
ELEC.
DATE
1780
5
6'
ST. ENG.
5'
5'
CLIENT
4
MATERIAL
R
S
2
3
CONTR.
1150
SERIAL 1. 2.
R
S
2
COPIES
5750
5980
2300 3
R
S
2
3
PLUMB.
2300 1150 4
R
S
2
3
ELEC.
1035
1
2
4715 4485
NOTES
PLAN 1B
3105 A
1:50 08-04-2021
SCALE : DATE :
8'
SAGAR
DRAWN BY : CHECKED BY :
ARCHITECT :
NEELKANTH CHHAYA 308, VRAJBHOOMI COMPLEX BEHIND SHILP BUILDING OFF C.G. ROAD AHMEDABAD -09 TEL : (079) 26406838
7'
6'
5'
SAGAR
DRAWN BY : CHECKED BY :
PLAN 2A
ARCHITECT :
NEELKANTH CHHAYA 308, VRAJBHOOMI COMPLEX BEHIND SHILP BUILDING OFF C.G. ROAD AHMEDABAD -09 TEL : (079) 26406838
NOTES
NOTES
PLAN 1B A
C
B
D
1
1
2
2
S
2
3
4
R
R
R
S
R
S
R
S
2
2
2
2
3
3
3
3
3
R
R
R
R
R
3
S
2
4
PRINTS ISSUE
PRINTS ISSUE
4
2
3
1
R
R
R
S
DRAWN BY :
2
2
2
2
2
3
2
R
4
3
2
R
S
2
SCALE : DATE :
SAGAR
DRAWN BY :
3
3
3
3
3
R
R
R
R
R
2
3
3
3
R
R
R
MIRROR
PLAN 1A
3
ARCHITECT :
2
R
S
2
3
4
R
5
4
2
3
S
R
2
S
2
2
2
MIRROR 3
3
3
3
R
R
R
R
D
S 2
3
4
5
6
R
2
3
S
2
2
R
R
R S
3 R
4
3
2
2
R S
2
JANITOR
C' 5
6
C
7
1'
PLAN 2B
Q.SURV.
PLUMB.
ELEC.
ST. ENG.
NEELKANTH CHHAYA 308, VRAJBHOOMI COMPLEX BEHIND SHILP BUILDING OFF C.G. ROAD AHMEDABAD -09 TEL : (079) 26406838
D'
2
JANITOR
SAGAR
4
C'
5
1:50 08-04-2021
CHECKED BY :
2
1
S
2
CLIENT
R 2
S
DRG. NO. :
1:100 08-04-2021
2 2
D'
TILE LAYOUT
CHECKED BY :
S
2
CONTR.
7
6
S
1
R
R
S
2
S
R
S R
S
R
S
2
2
R
R
4
SCALE : DATE :
S S
3
D'
ARCHITECT :
R
DRG. TITLE :
A
DRG. NO. :
C'
PLAN 2B
NEELKANTH CHHAYA 308, VRAJBHOOMI COMPLEX BEHIND SHILP BUILDING OFF C.G. ROAD AHMEDABAD -09 TEL : (079) 26406838
S
5
6
7
B'
DESCRIPTION
CEE AUDITORIUM TOILET
B
DRG. TITLE :
TILE LAYOUT
PLAN 2A
DATE
PROJECT :
PROJECT :
CEE AUDITORIUM TOILET 8'
A'
R
NO.
DESCRIPTION
2
DATE
R
R
R
2
R
R
2
R
2
2
7
5
4
S
S
S
S
R
R
1
NO.
7'
REVISIONS
S
2
B
6
3
A
REVISIONS
COPIES
DATE
Q.SURV.
PLUMB.
ST. ENG.
CLIENT
CONTR.
COPIES
DATE
5 6'
ELEC.
5'
PLAN 1B
2'
3'
4'
PRODUCED BY AN AUTODESK STUDENT VERSION
Internship Works
1511
C
B
2692
A
D
C
C
C
3223
2187
B
D
3295
GFR4
3931
3310
3400
D
3318
INCOR1
7259
OUTCRT
7362
C
3870
B
D
GFR2
3290
GFR3
B
B
4158
3235 A
7535
D
FFR1 CO1
INCOR 2
D
3245
C CO3
2122
C
3398
CO2
B
3220
B
3400
D
7709
7259
B
A
2190
7350
FFR3
A
CO4
NBR.ROOF
A
A
A
NBR
3940
3330
2423
D
D
A
C
3372
D
OLDTA
A
3360
GFR5
GFR1 3632
3303
B 3400
PRODUCED BY AN AUTODESK STUDENT VERSION
NTA2
NTA1
1455
2. Nalubhai House, Ahemdabad Task 1- To design Interior of all toilets with material selection. Task 2- To design Door and Windows with material selection. Task 2- Supervision of project on site from start till the end. Discusion with site workers and contractors.
surface area of internal walls - both floors
surface area of external wall
7633
Task - Measure drawing existing house for retrofiting and redeisgning.
area 2
area 3
7567
C A
7666
FFR2 7684
C
PRODUCED BY AN AUTODESK STUDENT VERSION
1. Langnaj House
cutout area
wall demolition area
old toilet demolition
area 1 cutout area
area 5,6
area 8
area 9
area 4
3288
surface area of external wall
roof above stair
3220
toilet area
roof area
B
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