Amartya Sonaje - Undergraduate Portfolio (2017-2022) by Amartya Sonaje

DESIGN PORTFOLIO AMARTYA NITIN SONAJE SELECTED WORKS 2017 - 2022

Rachana Sansad’s Design Cell

TO WHOMSOEVER IT MAY CONCERN This is to certify that Master Amartya Nitin Sonaje, student of Fourth Year B.Arch. in Rachana Sansad’s Academy of Architecture, has successfully completed his internship tenure from 8th December 2020 to 15th April 2021 at the Rachana Sansad’s Academy of Architecture’s Design Cell, Mumbai. The internship was part of our association with the MCGM G South Ward to work on proposals for improvement of the public spaces in the ward. During her tenure at the Design Cell, she has worked on the following projects:

1. 2. 3. 4.

Abhyaas Galli, Worli, Mumbai (Complete project) P Balu Beach, Prabhadevi, Mumbai (Complete project) Worli A+ Gate, Worli, Mumbai (Final Designing and Execution) Saat Rasta, Mahalaxmi, Mumbai (Site visits)

His responsibility included Designing, Architectural drawings, BOQs, Presentations, Coordination with MCGM officials and contractors; and handling these projects. He has successfully completed 95 days of Internship and has shown responsibility and dedication in his work. Wishing him all the best for the future. Regards,

Ar. ROHIT SHINKRE (Design Cell Director), DESIGN CELL, RACHANA SANSAD’S ACADEMY OF ARCHITECTURE, MUMBAI COA Registration No.: CA/95/18379

CONTENTS 01. A COOPERATIVE WINERY

SEM- 10 | DESIGN DISSERTATION

02. NOSTALGIC PARK

SEM- 09 | ARCHITECTURAL DESIGN

03. JAPANESE FINE DINE RESTAURANT SEM- 05| INTERIOR DESIGN

04.

WORKING DRAWINGS

SEM- 06| ARCHITECTURAL DETAILING

05. ABHYAAS GALLI

ACADEMY OF ARCHITECTURE DESIGN CELL

P BALU BEACH

ACADEMY OF ARCHITECTURE DESIGN CELL

06. COMPETITIONS

CTBUH (INDIA) ARCHMELLO - MASTER STUDIO ARCHDAIS - HOUSE 2.0

07. INSTALLATIONS

KALA GHODA ART FESTIVAL 2018-19 DALAL STREET LIT FEST EXCHANGE 2019

A COOPERATIVE WINERY

- DIALOGUE WITH NATURE Design Dissertation - Sem 10 Site - Vinchur MIDC, Nashik Guide-Ar. Rajratna Jadhav

Terroir

Landscape and Architecture

Wine and Architecture

Theories around which the Design Dissertation of ‘ A Cooperative Winery’ revolves.

Architecture and Terroir

Phenomenology

The primary concern that inspired this study is the growing gap between product and source in contemporary culture. The modern consumer culture pays little attention to the origins of products. This phenomenon is prominent in architecture; too much contemporary work is solely image-based, following constantly shifting worldwide trends, resulting in buildings that are often unsuited for their surroundings. The architectural question that feeds off the previous problem is how a space can reveal process. This notion of process includes both facets of this project, wine and design. Processes that wish to be revealed within this space include wine but also construction, materiality, circulation and spatial integration

Aim: To design a tourist recreational hub with wine-making space which affects the economic growth of farmers and entrepreneurs.

Multi Stage Gravity Flow diagram for the Design to proceed.

SITE PLAN AND SCHEME

The plots are allotted by the MIDC in Additional Vinchur Industrial belt.

Massing of the functions are extruded according to the respective site.

The functions are divided into public, industrial, private zones.

The main zones are further sub divided into sub zones.

The massing o fthe functions are pushed back inorder to the create the vineyards’ experiential space.

Creating a final massing for the functions to house.

The roof of the winery is a sloping, in order to gain maximum north light into the industrial as well as public zones and then harvest the maximum sunlight for solar generated electricity.

07 11

WINERY - LEVEL 01 AR

1 - Kitchen 2 - Indoor Restaurant 3 - Outdoor Restaurant 4 - Lift Lobby 5 - Lobby 6 - Toilets 7 - Dispatch room 8 - Viewing gallery

9 - HVAC room 10- Technical Room 11 - Information corridor 12 - Information corridor 13 -Catwalk for Tank Hall (Level 1) 14 -Catwalk for Tank Hall (Level 2) 15 -Catwalk for Tank Hall (LEVEL 3) 16 -Vehicular ramp 7.5 m. wide

RCHITECTURAL PLAN

17 -Destemming Pad 18 -Loading and Unloading Platform 19 - Grape Seed screening platform 20 -Incharge Cabin 21 -AHU Room 22 -Oil Extraction area 23 -Catwalk for Oil refinery

ARCHITECTURAL SECTION (Through Re

ARCHITECTURAL SECTION (Through Tank Hall and Cellar Room)

estaurant, Wine Shop and Car Parking)

ARCHITECTURAL SECTION (Through Tank Hall and Barrel room)

HOTEL - LEVEL 04 ARC

1 - Swimming Pool 2 - Party Lawn 3 - Suite 4 - Executive vRoom 5 - AHU room 6 - Linen Room 7 - Common Guests Gath

CHITECTURAL PLAN

hering space

ARCHITECTURAL SECTION (Through Suite rooms, Exe

ecutive rooms, BOH spaces and swimming pool)

PRODUCED BY AN AUTODESK STUDENT VERSION

DIAGO

CONNECTION AT THE JUNCTION OF CASTELLATED BEAM AND COLUMN

ZIPPER TRUSS BOTTOM CONN

PRODUCED BY AN AUTODESK STUDENT VERSION

STRUCTURAL ISOMETRIC VIEW 20

MID JUNCTION DETAIL OF WIND BRACING

ONAL DIAGRID COMPRESSION MEMBER

CAST END CONNECTION SOLID STEEL BULLET CONNECTION JOINT

CONNECTION GUSSET PLATES

PRODUCED BY AN AUTODESK STUDENT VERSION

TENSION ROD

TENSION ROD CLEVES CONNECTOR

FLOORING DETAIL OF TANK HALL

PRODUCED BY AN AUTODESK STUDENT VERSION

40 MM THICK PRE-ENGINEERED TERRACOTTA TILE SLABS 100 MM DIA TUBULAR STEEL STANCHION TO SUPPORT THE TOP CHORD OF THE BUTTERFLY TYPE ROOF TRUSS PRODUCED BY AN AUTODESK STUDENT VERSION

CONNECTOR BETWEEN THE CORTEN STEEL VERTICAL FINS AND THE R.C.C. COLUMN

450 MM X 50 MM CORTEN STEEL INSULATED BOX SECTION USED AS VERTICAL FINS ON THE FACADE DOUBLE GLAZED OPENABLE WINDOW CORTEN STEEL PLATE COVERING THE BIOCLIMATIC INJECTION AIR DIFFUSOR

END WALL DETAIL OF TANK HALL PRODUCED BY AN AUTODESK STUDENT VERSION

NECTION, LONGEST BAY

W OF WINE PRODUCTION UNIT CONNECTION AT THE JUNCTION OF PINNED JOINT AND DIAGRID MEMBERS

VIEW OF THE BARREL HALL

VIEW OF THE TANK HALL

VIEW FROM THE VINEYARDS

VIEW FROM THE AMPHITHEATRE

NOSTALGIC PARK

Architectural Design - Sem 09 Site - Versova Crematorium, Mumbai Guide-Ar. Rishi Vora

The approach is futuristic imagining the situation around 30-40 yrs down the line, where the communities reside in secularism. Considering the acceptance of new things, the programs are proposed (but the symbiotic relation brings the connect of retaining the traditional values in the new techniques). Assuming the millennials and the Gen-Z to be more aware of the environment deterioration, they will always opt for an eco-friendly lifestyle and for that matter their “DEATH” too. Thus the project aims changing the way we (Indian population) accept “DEATH” and the process of the funeral/ burial/ cremation of the dead. The project does not say that the traditional practice and rituals are wrong in any manner, but tries to imagine a modern and an advanced process of “DEATH”.

LEVEL 01 ARCHITECTURAL PLAN

ARCHITECTURAL SECTION

N (Through Workshops)

ARCHITECTURAL SECTION (Through Vertical

Cemetery, Plastination lab and Museum)

ARCHITECTURAL DETAIL

LS (Through Museum)

VIEW OF THE STRUCTURE FROM VERSOVA KOLIWADA

VIEW OF THE BURIAL GROUND 34

VIEW OF THE PROMENADE

VIEW OF THE CREMATORIUM 35

03. JAPANESE FINE DINE RESTAURA Interior Design - Sem 05

Site: BKC Complex, Mumbai

The interiors of the restaurant should reflect the culture and the cuisine and also live up to the international standards. The design space should be functional, aesthetic and should endure in the contemporary context. The restaurant’s theme was inspired by sushi restaurants found in the backstreets of Japan’s major cities. “Atisuto,” meaning “artist” in Japanese, is filled with graffiti stricken walls which were inspired by avant-garde artists who admired Japanese culture and expressed themselves freely by painting directly on the walls

MOOD BOARD

LIGHTING OF THE F

ANT

ARCHITECTURAL SECTION

FACADE

04. WORKING DRAWINGS E

860

2920

3500

580

1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications required to be done prior to the commencement of work. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects

C32,C33

C30,C31

2520

GENERAL NOTES

C24,C25,C26, C27,C28,C29

C18,C19,C20

C12,C13,C14, C15,C16,C17

2540

Site: Panchavati, Nashik

PRODUCED BY AN AUTODESK STUDENT VERSION

C21,C22,C23

3250

C10,C11

C7,C8,C9

C5,C6

C1,C2,C3,C4

Arch. Detailing - Sem 06

1720

1780

01 A-201 10800 8130 C12

1990

2 1750

1580

1480

1990

D1 C22

C13,C22,C25, C33

(300 x 300MM)

C13

C25

6100

3460

(300 x 300MM)

(3775 x 6875MM)

ENGINEERED MARBLE FLOORING

PRODUCED BY AN AUTODESK STUDENT VERSION

1750

3360

IPS FLOORING

C33

(300 x 300MM)

FFL + 0.35 M SSL + 0.10 M SHOP-2

1300

5610

(300 x 300MM)

FFL + 0.30 M SSL + 0.10 M VERANDAH

(300 x 300MM)

FFL + 0.60 M SSL + 0.35 M COMMON STORAGE SPACE

6990

FFL + 0.60 M SSL + 0.35 M ENTRANCE TO COMMON STORAGE SPACE

REVISION TABLE

2950

4040

6990

6250

1550

8360

SC1,SC2,SC3, SC4,SC5,SC6

20990

17600

MICROCONCRETE FLOORING

3720

(23020 x 3475MM)

2350

1480

RAMP OF SLOPE 1:10

+ 1.50 M

3720

C26

(300 x 300MM)

19220

650

C23

(300 x 300MM)

C14

IPS FLOORING

(300 305 x x 660 x 600M M)

+ 1.35 M

+ 1.05 M

02 A-202

+ 0.75 M

C14,C23,C26

FFL + 0.30 M SSL + 0.10 M VERANDAH

2020

FFL + 0.00 M SSL + 0.00 M

(300 x 594 x 291 x 600MM)

1300

C2,C8

PRODUCED BY AN AUTODESK STUDENT VERSION

(300 x 600MM)

(3775 x 6875MM)

ENGINEERED MARBLE FLOORING

(300 x 600MM)

RAMP OF SLOPE 1:10

01 A-301

C32

(300 x 300MM)

FFL + 0.35 M SSL + 0.10 M SHOP-1

(300 x 600MM)

C1,C7

C24

(300 x 300MM)

2000

1990

9320

1980

690

C21

(300 x 300MM)

1990

C12,C21,C24, C32

REVISION

DESCRIPTION

(7045 x 5110MM)

MICROCONCRETE FLOORING

5 6

3620 2020

1480 1750 C16

C28

(300 x 300MM)

(300 x 600MM)

15 14

PROJECT NAME :

(3775 x 6875MM)

150

C11

C17

(600 x 300MM)

C29

(300 x 600MM)

8760

16930

01 A-301

3250

860

2520

2920

580

1720

NORTH

ACADEMY OF ARCHITECTURE, MUMBAI

1780

ROLL NO.

T.Y. B.ARCH

SEMESTER 6

3500

A - 103

SCALE - 1:50 NAME: AMARTYA NITIN SONAJE

01 A-202

2540

SHEET NUMBER :

ARCHITECTURAL PLAN (GF)

C31

(300 x 300MM)

690

7250

C20

(300 x 300MM)

PANCHAVATI ANECDOTES

150

1400

1300

FFL + 0.35 M SSL + 0.10 M SHOP-4 ENGINEERED MARBLE FLOORING

(600 x 300MM)

C17,C20,C29, C31

C30

(300 x 300MM)

C19

(300 x 600MM)

3750

4000

C10

(300 x 300MM)

3750

1250

21 20

KEY PLAN

1750

1580

1 2 3

(300 x 300MM)

7900

550

1480

RAMP OF SLOPE 1:10

C6,C11

IPS FLOORING

1750

FFL + 0.30 M SSL + 0.10 M VERANDAH

1480

3400

(300 x 300MM)

FFL + 0.35 M SSL + 0.10 M SHOP-3 ENGINEERED MARBLE FLOORING

C27

C18

(300 x 600MM)

(3775 x 6875MM)

IPS FLOORING

3600

1460

3350

FFL + 0.00 M SSL + 0.00 M

FFL + 0.30 M SSL + 0.10 M VERANDAH

(300 x 600MM)

C4,C5,C10, C16,C19,C28, C30

C15

(300 x 300MM)

(300 x 594 x 291 x 600MM)

RAMP OF SLOPE 1:10

2350

660 x (300 x 600MM) 305 x

+ 1.50 M

+ 0.90 M

+ 1.05 M 7

+ 0.75 M

C3,C9

3620

± 0.00 M

C15,C18,C27

02 A-201

GROUND FLOOR ARCHITECTURAL PLAN SIGN AND STAMP

PRODUCED BY AN AUTODESK STUDENT VERSION

2520

2920

3500

580

1720

N P

2190

2810

430

4300

C59

C56

Z AA

V W X

U 170

4310

690

C53 C54,C55

C50,C51

C48,C49

C46,C47

C44,C45

C42,C43

C40,C41

C38,C39

3210

1780

C58

C34,C35

C32,C33

140 3410

C57

C30,C31

C19,C20

C24,C25

C21

C12,C13

C5,C6

C10,C11

GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications required to be done prior to the commencement of work. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects

180

2080

1450

870

670

01 A-201

34470

5590

6670

1950

1120

1150

(300 x 300MM)

550

1480

1950

(300 x 300MM)

1130

C43

(300 x 300MM)

C33

(300 x 300MM)

C39

1180

750

C58

C55

C51

C47

(300 x 300MM)

1150

520

1950

(304 x 648 x 300 x 600MM)

(300 x 300MM)

1150

2930

30730 CORRIDOR

CORRIDOR

FFL + 6.60 M SSL + 6.35 M

(27400 x 2000M)

5850

4620

5530

FFL + 6.60 M SSL + 6.35 M

5530

(27400 x 2000M)

PRODUCED BY AN AUTODESK STUDENT VERSION

FFL + 6.60 M SSL + 6.35 M

(27400 x 2000M)

C57

(304 x 648 x 300 x 600MM)

23770

REVISION TABLE

02 A-202

11140

C57

8360

PRODUCED BY AN AUTODESK STUDENT VERSION

C25

C13

(300 x 300MM)

(3850 x 9965MM)

MARBLE FLOORING

3990

8 7 6 5

(304 x 648 x 300 x 600MM)

(300 x 300MM)

FFL + 6.60 M SSL + 6.35 M ROOM NO.- 3

C13,C25, C33,C39, C43,C47,C51, C55,C58

C59

C54

(300 x 300MM)

(3850 x 4325MM)

A-301

7250 C50

(300 x 300MM)

FFL + 6.60 M SSL + 6.35 M STORAGE AND MAINTENANCE ROOM

MARBLE FLOORING

1950 C46

(300 x 300MM)

5360

(3850 x 7870MM)

2540

(3850 x 7870MM)

FFL + 6.60 M SSL + 6.35 M ROOM NO.- 2

C42

(300 x 300MM)

MARBLE FLOORING

C38

(300 x 300MM)

2330

FFL + 6.60 M SSL + 6.35 M ROOM NO.- 1

10320

C32

(300 x 300MM)

1400

C24

(300 x 300MM)

C21

(300 x 300MM)

1950

10110

1950

C12,C21,C24, C32,C38,C42, C46,C50,C54, C59

950 C12

REVISION

DESCRIPTION

FFL + 6.60 M SSL + 6.35 M

TEMPLE

COMMON GATHERING SPACE

02 A-201

(83.7 SQ.M)

9720

9520

9720

+/- 0.00 M

1 2 3 4

SERVICE CORRIDOR

13590

1950

C40

(33300 x 2000M)

(300 x 600MM)

FFL + 6.60 M W2 SSL + 6.35 M ROOM NO.- 4

2790

C56

(3775 x 7000MM)

(304 x 648 x 300 x 600MM)

2550

2980

1930 C48

C44

(300 x 600MM)

FFL + 6.60 M SSL + 6.35 M ROOM NO.- 5

860

4300

3740

860

MARBLE FLOORING

3750

MARBLE FLOORING

4000

860

3740

7 8

7760

C34

MARBLE FLOORING

1950

(300 x 600MM)

(3775 x 7600MM)

C20

150

C45

(300 x 600MM)

3210

1950

PROJECT NAME :

C41

(300 x 600MM)

1980

W2 C35

(300 x 600MM)

1950

1150

1150 W2

C31

(300 x 600MM)

11910

(304 x 648 x 300 x 600MM)

(300 x 600MM)

1950

ARCHITECTURAL PLAN (SF)

C53

C49

(300 x 600MM)

7760

4160

36810

A-301

2920

580

3500

1720

1780

3210

2190

2810

690

4310

4300

430 2080

180 1450

870

670

140

PRODUCED BY AN AUTODESK STUDENT VERSION

A - 105 NORTH

SEMESTER 6

170 2520

SHEET NUMBER :

SCALE - 1:50 NAME: AMARTYA NITIN SONAJE

01 A-202

3410

PANCHAVATI ANECDOTES

150

C11

(600 x 300MM)

300

MARBLE FLOORING

(600 x 300MM)

300

STORAGE AND MAINTENANCE ROOM

1150

(3850 x 3350MM)

C20,C31,C35, C41,C45,C49, C53

C30

(300 x 600MM)

FFL + 6.60 M SSL + 6.35 M ROOM NO.- 6

2940

2510

3740

C19

3350

2550

1 2

15 13

(33300 x 2000M)

1250

(300 x 600MM)

3750

C10

(300 x 300MM)

FFL + 6.60 M SSL + 6.35 M

SERVICE CORRIDOR 1950

6640

C6,C11

(300 x 300MM)

11740

(33300 x 2000M)

1150

2550

20 19

750

FFL + 6.60 M SSL + 6.35 M

4000

3600

SERVICE CORRIDOR

1480

C5,C10, C19,C30,C34, C40,C44,C48, C56

KEY PLAN 3970

FFL + 6.60 M SSL + 6.35 M

N P

V W X

Z AA

T.Y. B.ARCH

ACADEMY OF ARCHITECTURE, MUMBAI SIGN AND STAMP

FIRST FLOOR ARCHITECTURAL PLAN

ROLL NO.

PRODUCED BY AN AUTODESK STUDENT VERSION

GENERAL NOTES

C58

C54

C51

C47

C39

C43

C25

C33

C37

C13

C22

C2 MANHOLE (1000MM DIAMETER)

OHT LEVEL = +15.4M

3100

1600

OVERHEAD WATER TANK 2000MM DOMESTIC WATER TANK

5570 1500

PARAPET WALL 60 MM PLASTER WITH DRIP MOULD PARAPET WALL 970 MM (200 MM THICK)

1250

970 820 2820

1050 2190

2190 F1

W1 C1

SCHEDULE FOR WALL FINISHES

CERAMIC TILING 10 MM THICK SCREEDING ALPINE WHIITE COLOUR WATER CLOSET (CONCEALED)

ROOM NO. -1

DHARAMSHALA

SAND FINISH EXTERNAL PLASTER 25MM THICK

2370

2740

2370

2620

2740

2620

W1 C1 S1

1640

W2 C2

1140

2850 1620

1620

2820

2850 W2 C2 S1

12MM THK PLASTER, 2 COATS OF WHITE WASH, 1 COAT OF 5MM P.O.P. PUTTY, 2 COATS OF PRIMER, 2 COATS OF WHITE DISTEMPER

ALL ROOMS

23MM THK 1:2:4 PLASTER, 2 COATS OF WHITE WASH, 2 COATS OF PRIMER, 2 COATS OF WHITE EXTERIOR PAINT

TOILETS

SCHEDULE FLOOR FINISHES

STAIRCASE

PUMP ROOM

2370

W1 C1

W1 C1 S1

NEERU INTERNAL PLASTER 25 MM THICK

W1 C1

BOTTICINO EXTRA LIGHT ITALIAN MARBLE FLOORING (500 X 300 X 15MM)

TERRACE GATHERING F3 W1C1 SPACE S1

W1 C1 S1

SUNK SLAB FOR OPEN SPACE

1640

W2 C2 S1

INTERNAL CERAMIC TILING 10 MM THICK (600 X 600 MM)

SPACE FRAME ROOF COVERED WITH TOUGHENED GLASS

1050 ROOM NO. -2

2740

2760

W2 C2 S1

2190 1140

STORAGE AND MAINTENANCE ROOM

2180

2630

2180

STAIRCASE 2190

W1 C1 S1

PLINTH FFL = +3.6M FIRST FLOOR LEVEL = +3.35M

LOUVERED WINDOW (650 X 450 MM)

1000

1680 F1

BRICK BAT FILLING 150 MM THICK

1000

W1 C1 S1

2740

970

970 ROOM NO. -3

COMMON TOILET (HIS) D3

W1 C1 S1

2820

2190

1050

2820

1140

W2 C2 S1

D3 F1

2190

2840 1790 1660 1600

7150

FFL = +6.6M SECOND FLOOR LEVEL = +6.35M

2190

FFL = +9.90M TERRACE LEVEL = +9.65M

970

820

2300

2470

SCREEDING 20 MM THICK

20MM THK 1:2:4 SCREEDING, 15MM BOTTICINO EXTRA LIGHT ITALIAN MARBLE FLOOR

150MM BB COBA LAID TO SLOPE, 20MM SCREEEDING, 10MM THK ANTI-SKID CERAMIC TILES

100MM BB COBA LAID TO SLOPE, 20MM THK SCREEEDING, 20MM THK IPS FLOORING

CORRIDORS, VERANDAHS

20MM THK 1:2:4 SCREEDING, 20MM THK BHUTRA ENGINEERED MARBLE FLOOR

SHOPS

2080

3690

3600

3100

3360

3100

2980

10MM THK PLASTER, 2 COATS OF WHITE WASH, 1 COAT OF 5MM P.O.P. PUTTY, 2 COATS OF PRIMER 2 COATS OF WHITE DISTEMPER

ALL ROOMS

TOILETS

10MM THK PLASTER, 2 COATS OF WHITE WASH,

SCHEDULE FOR SKIRTING

W1 C1 S1

20MM THK PLASTER, WHITE RED GRANITE SKIRTING

ALL ROOMS, TOILETS, STAIRCASE

ARCHITECTURAL SECTION

01 A-301

SECTION THROUGH DHARAMSHALA AND TOILETS

SCALE - 1:50

C58

C10 OVERHEAD WATER TANK 2000MM FLUSH TANK

OHT LEVEL = +15.4M

1300 1500

1300

REVISION TABLE REVISION

MANHOLE (1000MM DIAMETER)

PRODUCED BY AN AUTODESK STUDENT VERSION

PLINTH FFL = +0.30M GROUND LEVEL = +0.0M

VERANDAH

SHOP - 1

TOILETS

SCHEDULE FOR CEILING FINISHES

UNDER GROUND WATER TANK

GODDOWN

ALL ROOMS, STAIRCASE

DESCRIPTION

OVERHEAD WATER TANK 2000MM DOMESTIC WATER TANK STAIRCASE

4100

2600

STAIRCASE MUMMTY ROOM

BOTTICINO EXTRA LIGHT ITALIAN MARBLE TILING (10MM THICK)

FFL = +9.90M TERRACE LEVEL = +9.65M 1110

W1 C1

2930

STAIRCASE

SPACE FRAME ROOF COVERED WITH TOUGHENED GLASS

1110

W1 C1

2940

FFL = +6.6M SECOND FLOOR LEVEL = +6.35M

KEY PLAN

SCREEDING FOR STAIRCASE TILING 20 MM THICK

1110

Ø100MM ROUND TEAKWOOD HANDRAIL

Ø50MM ROUND TEAKWOOD BALUSTERS

W1 C1

ARCHITECTURAL SECTIONS

25MM ROUND NOSING

1110

PROJECT NAME :

PANCHAVATI ANECDOTES

TEAKWOOD TIMBER RAILING

W1 C1 S1

JALI WALL/ VENT FOR VENTILATION AND LIGHT FOR STAIRCASE BLOCK

STAIRCASE

2940

W1 C1

1110

1230

TERRACE GATHERING SPACE

PLINTH FFL = +3.6M FIRST FLOOR LEVEL = +3.35M

1130

2780

3590

1900 F3

W1 C1

1000

SCALE 9200- 1:20 8000

1000

9200

A-402d

1000

A-403b

1000

DETAILED SECTION OF STAIRCASE

SCALE - 1:20 ARCHITECTURAL SECTION OF SPACE FRAME SCALE - 1:20

1000 8000

1000

700

1300

1500

1800

650 200

1520

5000

100

150

600

150

600

T.Y. B.ARCH

ROLL NO.

PLINTH BEAM (300 Ø50 X 450 MM) MM USED AS CHORD

MILD STEEL SPLICE SECTION

RUBBLE SOLING 230 MM THICK MILD STEEL THREADED BALL USED FOR SUPPORTING GUTTER Ø80 MM USED FOR CONNECTION

HOLLOW CIRCULAR STEEL SECTION

KEY PLAN

HOLLOW CIRCULAR STEEL SECTION INTERNAL NEERU FINISH Ø50 MM USED AS A CHORD PLASTER 25 MM THICK

PERIPHERAL R.C.C. BEAM 300 X 600 MM

BRICK WALL REVISION TABLE PERIPHERAL R.C.C. BEAM DETAIL AT 'B' (DETAILED SECTION THROUGH THE 150 MM THICK TOUGHENED GLASS REVISION DESCRIPTION LOUVERED VENT) 300 X 600 MM A-402e 8 MM THICK EXTERNAL SAND FINISH SCALE REVISION TABLE - 1:5 TOUGHENED GLASS PLASTER 25 MM THICK REVISION SEALANT 8 MM THICK 150 MM R.C.C. LINTEL 5 MM THICK

165

650

300

1000

MILD STEEL THREADED BALL

125 MM TOILET SUNK SLAB HOLLOW CIRCULAR STEEL SECTION Ø80 MM USED FOR CONNECTION Ø50 MM USED AS A CHORD 150 MM THICK

250

PERIPHERAL R.C.C. BEAM NAME: AMARTYA NITIN SONAJE 300 X 600MM TOUGHENED GLASS ACADEMY OF ARCHITECTURE,

1000

280 650

600

2450 65

MILD STEEL THREADED BALL THE TOUGHENED GLASS 100 MM BRICK BAT COBA Ø80 MM USED FOR CONNECTION

BRICK BAT COBA SHEET NUMBER : COUNTER SUNK A - 401 RAK - CHERRY WASH BASIN NORTH (OVAL SHAPED)

USED FOR SUPPORTING GUTTER PERIPHERAL R.C.C. BEAM MUMBAI PCC BED 150 MM THICK

DESCRIPTION

35 X 60 MM PURLIN MEMBER TO SUPPORT

SCALE - 1:20

SEMESTER 6 PLINTH 450 MM THICK 20 MM THICK MILD STEEL SPLICE SECTION

REVISION

HOLLOW ALUMINIUM SECTION CERAMIC FLOOR TILING 35 X 60 MM PURLIN MEMBER TO SUPPORT HOLLOW ALUMINIUM SECTION THE TOUGHENED GLASS 40 MM SCREEDING LAYER

300 200 TILING CERAMIC DADO (600 X 600 MM) URINAL (HINDWARE) 300 200 URINAL PARTITION ON BOTH SIDE OF THE URINALS (50 MM THICK) ALPINE WHITE COLOUR WATER CLOSET (CONCEALED)

600

1000

STAIRCASE DETAILS

REVISION TABLE

Ø50 MM USED AS A CHORD 15 MM ANTI - SKID

EXTERNAL SAND PLASTER 25 MM THICK

300 XSTEEL 600MM SIGN AND STAMP HOLLOW CIRCULAR SECTION

A-401b

- 1:5

5000

1300

SCALE - 1:20 1000 1000

8000

1000

30SCALE

SCREEDING PANCHAVATI ANECDOTES40 MM THICK

1000 1000

DESCRIPTION

PROJECT NAME :

BOTTICINO EXTRA LIGHT ITALIAN TOUGHENED GLASS MARBLE 1000 1000 300 20 MM THICK FLOORING (500 X 300 X 25 MM) DETAILED SECTION OF COMMON TOILET BLOCK

1000

2630

500

8000

1000 1000

2200

900

6700

500 800

2940

STAIRCASE BEAM (450 X 300 MM)

500

1000

2100

BOTTICINO EXTRA LIGHT ITALIAN MARBLE FLOORING (500 X 300 X 25 MM)

500

ARCHITECTURAL PLAN OF SPACE FRAME

SCALE - 1:2

200

500

1000

DETAIL AT 'A' (CONNECTION BETWEEN SPACE FRAME MEMBERS)

450

1000

600

1000

1000 1000

6500

Ø8

TOUGHENED GLASS 8 MM THICK

SEALANT 10 MM THICK INTERNAL 5 MM THICK SEALANT CERAMIC DADO TILING 5 MM SECTION THICK HOLLOW CIRCULAR STEEL (300 X300 MM) Ø50 MM USED AS A CHORD HOLLOW CIRCULAR STEEL 10 MM SECTION TILE DROP

LOUVERED WINDOW

- 1:20 8 MMSCALE THICK

BOTTICINO EXTRA LIGHT ITALIAN DETAIL AT 'A' (CONNECTION BETWEEN SPACE FRAME MEMBERS) INTERNAL NEERU PLASTER A-403c MARBLE - 1:2 25 THICK KEY MM PLAN SCALE TREAD (1500 X 300 X 25 MM) 10 MM THICK INTERNAL

500

3150

REVISION

PERIPHERAL R.C.C. BEAM 300 XSAND 600MMFINISH PLASTER EXTERNAL

A-403c

DETAILED SECTION OF COMMON TOILET BLOCK TOUGHENED GLASS

DETAIL AT 'A' (DETAILED SECTION THROUGH TOILET TILE DROP)

A-402d

REVISION TABLE

1900

9 SCALE500 - 1:20

1000

A-403a

900

1000

800

2630

700

500

300

ARCHITECTURAL PLAN OF SPACE FRAME 10

A-403a

300

1000

500

150 150 150 150 150 150 150 150 150 150

1000 1000

2630

300 X 600MM

450

1000

MM USED AS CHORD 10 MM Ø50 THICK

Ø8

25 MM THICK

6500

1000

Ø80 MM USED FOR CONNECTION LIGHT AND VENTILATION

MILD STEEL SPLICE SECTION PERIPHERAL USED R.C.C. FOR BEAMSUPPORTING GUTTER

SCALE - 1:20

SCALE - 1:5

A-402c

engineer/ project manager and architects

THE TOUGHENED GLASS 100 MM BRICK BAT COBA

DETAILED SECTION OF SPACE FRAME SCALE - 1:5

MILD STEEL THREADED BALL MILD STEEL THREADED BALL Ø80 MM USED FORTO CONNECTION JALI WALL PROVIDE

1000

1000 1000

1230 1000 500

500

A-403c

PRODUCED BY AN AUTODESK STUDENT VERSION

25 24

Ø50 MM USED AS CERAMIC CHORD FLOOR TILING

HOLLOW ALUMINIUM SECTION HOLLOW ALUMINIUM SECTION USED AS PURLIN MEMBER TO SUPPORT 40 MM SCREEDING USED AS PURLIN MEMBER TO SUPPORT THE TOUGHENED GLASS

PRODUCED BY AN AUTODESK STUDENT VERSION

DETAILED SECTION OF SPACE FRAME

MILD STEEL SPLICE SECTION WALL 230 GUTTER MM THICK USEDBRICK FOR SUPPORTING

DETAILED PLAN OF COMMON TOILET BLOCK

A-402a

A-403c

TOUGHENED GLASS SUNK SLAB FOR CORRIDOR 20 MM THICK TOUGHENED GLASS

RAK - DUO SPRAY DOUCHE SET

HOLLOW CIRCULAR STEEL SECTION HOLLOW CIRCULAR STEEL SECTION 15 MM ANTI - SKID Ø50 MM USED AS CHORD

GRANITE PADDING HOLLOW CIRCULAR STEEL SECTION SEALANT 20 MMAS THICK Ø50 MM USED A CHORD 5 MM THICK MILD STEELLOUVERED THREADED BALL ALUMINIUM HOLLOW CIRCULAR STEEL SECTION Ø80 MM USED FOR CONNECTION WINDOW FRAME

DESCRIPTION

PROJECT NAME :

PANCHAVATI ANECDOTES TOILET DETAILS

SHEET NUMBER :

A - 402 NORTH

Ø50 MM USED AS A CHORD HOLLOW ALUMINIUM SECTION V2 MILD STEEL THREADED BALL KEY PLAN 35 X 60 MM PURLIN MEMBER TO SUPPORT 6 MM THICK GLASS Ø80 MM USED FOR CONNECTION THE TOUGHENED GLASS ALUMINIUM ANGLE HOLLOW OVER ALUMINIUM SECTION ALUMINIUM SHEET PRESSED 20TO MM THICK STEPPED 35 X 60 MM PURLIN MEMBER TO SUPPORT FORM THE GUTTER GRANITE SILL THE TOUGHENED GLASS MILD STEELR.C.C. SPLICE SECTION SILL ALUMINIUM SHEET PRESSED OVER 150 X 250 MM USED FOR TO SUPPORT TO FORM THE GUTTER THE GUTTER

SCALE - 1:20

1000 1000 1000

380

HOLLOW CIRCULAR STEEL SECTION Ø50 MM USED AS CHORD HOLLOW CIRCULAR STEELPLATE SECTION SQUARE SHAPED STEEL BASE

1000

(CONCEALED)

ALUMINIUM SHEET PRESSED ALUMINIUM SHEET PRESSED HEALTH FASCAUTE OVER TO FORM GUTTER OVER TO FORM GUTTER

450

500

500 1000

1750

1000

3150

2940 1000

880

150 MM THICK

C 40

520

FEMALES20 MM THICK

6700

INTERNAL NEERU PLASTER 25 MM THICK

1000

610

460

700

600

2600

PRODUCED BY AN AUTODESK STUDENT VERSION

1000

1230 1000

1000

EXTERNAL SAND PLASTER 43 42 25 MM THICK

1000

9500

TOILET

880

LOUVERED WINDOW

MILD STEEL SPLICEALPINE SECTION MILD STEEL SPLICE SECTION WHITE COLOUR USED FOR SUPPORTING GUTTER USED FOR SUPPORTING GUTTER WATER CLOSET

1000

PRODUCED BY AN AUTODESK STUDENT VERSION

1000

380

1000

D4 COBA BRICK BAT 100 MM THICK

1000

PRODUCED BY AN AUTODESK STUDENT VERSION

9500

RCC STAIRCASE SLAB 150MM THICK

10 MM THK47ANTI - SKID 46 CERAMIC TILES 45 (600 X 600MM)

EXTERNAL SAND PLASTER

10 MM THICK INTERNAL PERIPHERAL R.C.C.CERAMIC BEAM PERIPHERAL R.C.C. BEAM DADO TILING 300 X 600MM 300 X 600MM (300 X 300MM) V2

TW CORRIDOR HANDRAIL A B

300

PRODUCED BY AN AUTODESK STUDENT VERSION

1000

600

6500

LOUVERED WINDOW 62 61 ALPINE WHITE COLOUR 60 WATER CLOSET 59 (CONCEALED) 58 HEALTH FASCAUTE 57 A-402c RAK - DUO SPRAY DOUCHE SET

ACCESS TO DUCT50

STAINLESS STEEL BALUSTER1000 300 1000 50 MM DIAMETER BOLTED TO V2 ITALIAN EXTRA LIGHT MARBLE TREAD

1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The

dimensions are strictly 2) The drawing is not to be scaled. The dimensions are strictly to be followed. to be followed. 3) All levels are unfinished levels unless specified. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site 4) The contractor shall verify all on site dimensions including dimensions including elevations prior to the commencement of work on elevations prior to the commencement of work on site. site. 5) The contractor shall inform the architect and/or 5) The contractor shall inform the architect and/or project project engineer on site regarding any engineer on site regarding any conditions/modifications conditions/modifications required to be done prior to the commencement required to be done prior to the commencement of work. of work. 6) The contractor shall coordinate and verify the 6) The contractor shall coordinate and verify the work indicated work indicated on the drawings between the architectural and on the drawings between the architectural and various trade various trade drawings, including but not limited to structural, drawings, including but not limited to structural, electrical, electrical, plumbing, fire protection and exterior enclosure plumbing, fire protection and exterior enclosure systems. systems. 7) All work shall conform to relevant BIS codes 7) All work shall conform to relevant BIS codes and shall be and shall be best practice of each trade. best practice of each trade. 8) Any discrepancy is to be brought to the notice 8) Any discrepancy is to be brought to the notice of the of the architect/ consultant before commencement of architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction the site. 9) All work is to be completed to the satisfaction of site of site engineer/ project manager and architects

MILD BALL 25 MM THICK MILD STEEL TREADED BALLSTEEL TREADED 300 Ø80 MM USED FOR CONNECTION Ø80 MM USED FOR CONNECTION

300

GENERAL NOTES

All dimensions are in 'millimeters' unless TOUGHENED GLASS1)specified

600

V1 500

165

D3500

SCALE - 1:20

150

500

DETAILED SECTION OF COMMON TOILET BLOCK

A-402b

1000

500

1000

URINAL PARTITION WALL ON BOTH SIDE OF THE URINALS (50 MM THICK) COUNTER SUNK RAK - CHERRY WASH BASIN (OVAL SHAPED)

TOUGHENED GLASS 20 MM THICK 20 MM THICK

450

1000

4110

500

1000

STAINLESS STEEL HANDRAIL 75 MM DIAMETER ATTACHED TO 1190 50 MM BALUSTER

2250

500 BRICK WALL1000 230 MM THICK 66 GRANITE SILL 65 6500 20 MM 64 THICK

URINALS (HINDWARE)

1800

TWO JAGUAR BIB TAP PARTITION BRICK WALL 150 MM THICK 1000

100

OVERHEAD WATER D4 TANK D4 DOMESTIC TANK 1250

RAK JOY - JOYMR12068 LED MIRROR (1800 X 700 X 32 MM)

1100

NAHANI TRAP 150 MM D3 COUNTER SUNK RAK- CHERRY WASH BASIN (OVAL SHAPED)

880

900

400370

INTERNAL NEERU PLASTER 25 MM THICK 10 MM THICK INTERNAL CERAMIC DADO TILING (600 X 600 MM)

2460

1280

TOILET

EXTERNAL SAND PLASTER 25 MM THICK

200

MALES

A-402b

1000

1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly to be followed. 740 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on 670 site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications required to be done prior to the commencement of work. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and 520 880 various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes 1490 and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the consultant PRODUCED BY AN AUTODESKarchitect/ STUDENT VERSIONbefore commencement of the site. PRODUCED BY AN AUTODESK STUDENT VERSION 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects 900

340

610

URINALS (HINDWARE)

GENERAL NOTES

MANHOLE (1000MM DIAMETER)

OVERHEAD WATER TANK FLUSH TANK

10 MM THICK INTERNAL CERAMIC DADO TILING (600 X 600MM) HT. 2500 MM

1000

SCALE - 1:50

PRODUCED BY AN AUTODESK STUDENT VERSION

URINAL PARTITION WALL 50 MM THICK

500

ARCHITECTURAL SECTIONS

ARCHITECTURAL SECTION SECTION THROUGH STAIRCASE

PRODUCED BY AN AUTODESK STUDENT VERSION

A-402d

A-403b

ROLL NO.

SIGN AND STAMP

02 A-301

500

T.Y. B.ARCH

SEMESTER 6

ACADEMY OF ARCHITECTURE, MUMBAI

VERANDAH

PRODUCED BY AN AUTODESK STUDENT VERSION

A-403b

A - 301

SCALE - 1:50 NAME: AMARTYA NITIN SONAJE

2320 VERANDAH

PLINTH FFL = +0.30M GROUND LEVEL = +0.0M

SHEET NUMBER :

NORTH

W1 C1 S1

250

NAME: AMARTYA NITIN SONAJE SEMESTER 6

PANCHAVATI ANECDOTES SHEET NUMBER :

A - 403 6 MM THICK TO CONNECT DETAILS THE SPLICE SECTION AND MS PLATE NORTH

DETAIL AT 'B' (CONNECTION BETWEEN SPACE FRAME ANDMILD RCC BEAM STEEL

PLATE

SCALE - 1:50

ROLL NO.

ARCHITECTURAL DETAILS 39 SIGN AND STAMP

MILD STEEL ANGLE CLEAT MILD STEEL SPLICE SECTION 6 MM THICK TO CONNECT 150 X 250 MM USED FOR TO SUPPORT PROJECT NAME : THE SPLICE SECTIONTHE ANDGUTTER MS PLATE

MILD STEEL PLATE MILD STEEL ANGLE CLEAT ARCHITECTURAL 15 MM THICK BOLTED TO R.C.C. BEAM

T.Y. B.ARCH

ACADEMY OF ARCHITECTURE, MUMBAI

KEY PLAN

PROJECT NAME :

PANCHAVATI ANECDOTES

05 (a). ABHYAAS GALLI Academy of Architecture Design Cell

Site: Worli, Mumba

A Stretch of the Junction Dr. Annie Besant Road and Sudam Kalu Ahire Marg (Abhyaas Galli) U

Photo montage of the Study unit

Photo montage of th

ISOMETRIC VIEW OF THE STRETCH

Study unit

Reading Space

Upto 100 meters.

he Study unit (Night view)

Library Pod

Portable Toilet

A Stretch from 100 meters to 200 meters.

Photo montage of the Reading space

Photo montage of the Reading spa

ace

ISOMETRIC VIEW OF THE STRETCH

STREET SECTIONS

Photo montage of the Reading space

05 (b). P BALU BEACH Academy of Architecture Design Cell

Site: Prabhadevi, M

Mumbai

Photo montage of the Viewing Deck

Photo montage of the Gym Pod 50

Photo montage of the Seating area

Photo montage of the Library Pod 51

06 (a). COMPETITIONS CTBUH (India) - High Rise Building

To design a Tropical Highrise building in a particular context. The Aim of the workshop was to break the notion of typical highrise buildings in a surrounding context creating cities of tomorrow for better environment and public realm.

06 (b). COMPETITIONS Archmello - The Master Studio

To design a Co-working commercial space for freelancing architects, Studios for established firms and a learning center for architecture students. The idea is to create a community where students from different architecture schools work under one roof so that there is a constant exchange of ideas and thoughts at the curriculum level with students learning different studio programs, new softwarre skills, presemtation ideas and so on. The major thought behind the competition is to design a facility where the design students and professionals work together encouraging design dialogue, interactive sessions, workshops etc and a new generation of Architects.

06 (c). COMPETITIONS Archdais - House 2.0

To design an ideal house design - one that is a constant space of solace and shelter for the body, as well as mind. The thought of the competition is to know the idea of the house design, in the context of any site that is selected. The house should be a stand alone form of a single housing unit like the bungalow, villa or the row house.

07 (a). INSTALLATIONS Kala Ghoda Arts Festival 2018-19

The installation expresses the importance of time defining and capturing events that can be created in the exact same manner. A union of space and time creates an event. Event cannot individually exist without time. This pavillion is a pause in the event. The change of time transforms the space and this idea is amplified through the play of light and shadow within the pavillion and in a manner that the pavillion gets inhabited by the people. The perception of this break in the event through the passage of time is unique for each individual, thereby getting inscribed in ones memory as a moment in time.

07 (b). INSTALLATIONS Dalal Street Lit Fest Exchange 2019

The installation expresses the importance of water and its sources. Various installations and Danglers were placed in and around the building during the fest symbolising the water conservation and its needs and water source as the treasure. This Live project was a part of the DSLFX as the main theme for the year 2019. These installations were made out of waste platstic water bottles.

THANKYOU amartyasonaje1999@gmail.com amartyas17@aoamumbai.in