Academic portfolio

A R C H I T E C T U R A L P O R T F O L I O S H A R D U L S H R I K A N T SHRUNGARE 2017 2022

CONTENTS

Thesis - Resurrestion of the lost town dhanushkodi (SEM X) Hospital Design (SEM IX )

Mixed Use Housing project (SEM VII)

Interior Design (SEM VII)

Hotel Design (SEM VI)

Working Drawings (SEM VI)

Internship work (SEM VIII)

NASA Landscape Trophy (SEM VI) Extra Curriculam

The Resurrection of a lost town.

Towns consisting of abandoned spatial and architectural elements such as roads, residential and commercial complexes etc. and are considered to be inhabitable are known as lost/ghost towns.

A few factors which contribute to deterioration and negligence of towns are: Economic, and social activities failing to sustain towns Natural hazard events such as floods, cyclones, etc. and; Man-made calamities like war, pollution, industrial failure, nuclear disasters Lack of access The heritage place Dhanushkodi, was considered to be a flourishing town, until a cyclone devoured it in the year of 1964. Ideally, the location contains mythological importance, but being in a cyclone prone area and having a deficiency in access routes, it’s being neglected in the heritage/pilgrimage as well as the tourism sector. Since the government has declared it as an inhabitable region, some initiatives were taken for the restoration of the place to have good connectivity with the mainland, but the proposal could not satisfy the requirements for the people. The place consists of ruined structures that narrate the story and history of the town which included majority of the spaces to be pilgrimage spots for the devotees and curious travelers, and rest fading into memories with due time.

As mentioned before, due to lack of access and neglect to the location, many people fail to visit the town which is inherently a pilgrimage site and could act as a tourist attraction due to its historical importance.

However, the Restoration/Resurrection of such heritage spaces is required to maintain the historic emphasis and its mythological essence.

Since the primary users of the space would be the general public, devotees, pilgrims, and tourists, an “interpretation center” could be added. This would be to provide the users a better understanding of nature and cultural heritage aspects of the lost town. An increase in tourist footfall will lead to job opportunities for local people. Points where tourist interaction and attraction of the space takes place simultaneously, can help in preserving the heritage aspects of the lost town. And there is a chance that the neglected towns can be revived back to life in terms of socio-economic factors.

Site Study-

Map of India

Location - Dhanuhskodi, Tamil nadu, India Climate type - Warm and Humid.

Soil type - Sandy soil Access - National highway 87 20km from rameshwaram town 195km from madhurai airport Wind direction - East to West Co-ordinates - 9.17463 n 79.40467 e Minimum elevation - -4m Maximum elevation - 19m Average elevation - 0 m

HISTORIC RUINS OF THE OLD DHANUSHKODI TOWN

About the Site Site is situated along the northern front of the Dhanushkodi stretch which lies under the cyclone prone area. As the site is located 19 km from Rameshwaram, this area is mostly used by the fishermen and small market, ruins of temple, church, and other structures, small restaurants and mostly the sea-shore area is occupied by the tourists. The site is located where the old Dhanushkodi town used to be, at present only the ruins are left over and rest of the area is used by tourists as a tourist spot and for sight seeing.

Vegetation Most of island is covered with white sand and About the Site coconut tree Site is situated along the northern front of the Dhanushkodi stretch which and palm tree lies under the cyclone prone area. As the site is located 19 km from Raare found near meshwaram, this area is mostly used by the fishermen and small market, ruins of temple, church, and other structures, small restaurants and mostly rameshwaram. the sea-shore area is occupied by the tourists. The site is located where the shruns and old Dhanushkodi town used to be, at present only the ruins are left over and rushes are found in abandunce all rest of the area is used by tourists as a tourist spot and for sight seeing. along the dhaSWOT Anaylsis nushkodi and Strength - site is surrounded both side by sea (bay of bengal and indian Aerial view of the tip of Dhanushkodi sea-shore. ocean).

- site has its historic and pilgrimage importanc which show the Visual Analysisrelation of the site with the ancient ramayana.

- site is surrounded by beaches and oceans, which gives a pleasSite context has historic importance and the remains of the structures of ant view to the visitors. the lost town (ruins) attracts the tourism. Considering the different aspects and zones of the site will help the users to understand and experience the Weakness - lack of connectivity - negliance of government authorities towards the tourism and relation of the site with it’s cultural heritage and surroundings. restoration of the ruins.

- multiple temporary huts/shacks whihc are point of storage and dwellings of the fishermen.

Opportunity - due to lack of exploration and fishing is the basic occupation of the people, interpretation centre or toursits centre will create revenue and job opportunities for the locals. As site is considered to be in cyclone and flood prone area, installation of tide mill, wind mills and solar panels will generate the energy for the structures as will as the fishermen dwellings.

Threat - site experiences cyclones and floods, which affects the ruins (remains of the structures) and temporary dwells of the fishermen.

Concept and Design Strategies-

Taking basic cylindrical shape/ shape will less edges to divert the wind direction

Creating void inbetween which act as open space for ventilation

Creating sloping roofs all around

Creating sloping roofs will divert the heavy wind flow

Creating an amphitheatre in the centre for public interaction.

The amphitheatre in center depicts the site of Earth berming is used by providing thick dhanushkodi, where the tree or shrubs in cen- retaining walls to reduce the inner temperater represents the life and surrounding water ture of structure for better comfort and also to channels as sea and ocean. withstand against the soil conditions.

Buoyant structures are used to elevate the spaces in case of flooding as the site is located near by to the sea, it experiences water rising

The idea of creating sloping roof which can divert the wind direction is necessary due to harsh wind flow and hot climatic conditions.

Conceptual sketch Initial zoning of structures according to the user space index

THE AIM OF THE THESIS IS TO UNDERSTAND THE HISTORIC IMPORTANCE OF THE LOST TOWN (DHANUSHKODI) AND RESURRECT THE ESSENCE OF THE NEGLECTED HERITAGE RUINS AND CULTURAL HERITAGE SPACES.

STRUCTUR

RAL PLAN

VIEW OF ENTRANCE LOBBY

ISOMETRIC VIEW

TOOLS AUTOCAD, SKETCHUP, ENSCAPE, VRAY, PHOTOSHOP, INDESIGN.

SECTION OF COTTAGES

ISOMERTIC VIEW

EXPLODED VIEW OF INTERPRETATION CENTRE

HOSPITAL DESIGN (SEM IX) SITE ANALYSIS LOCATION

SITE

Chandivali is a neighborhood of the mumbai suburb of powai situated between Saki Naka and the Powai hillocks on the south-east and the Powai lake on the north. It is amongst those suburbs in mumbai which has rapidly developed in a short span of time along with increasing pollution and traffic jams. Chandivali has got its recent fame because of its proximity to the nearby Powai area which is now a very popular leisure and business destination.

The site is rectangular in shape resting vertically towards the north with its left bottom end extending further below. It is accessible from western side through a 15M wide road that is linked to the main road that connects the main area of Chandivali. It is located in an open space on the outskirts of Chandivali. A band of housing is present on its western side. It is nearby surrounded by residential development with an exception of school on its north.

FORM DEVELOPMENT

TOPOGRAPHY

The simple form has taken out volumes to make green patches which are overlooked by the people through the winodows.

The topography of the site shows a almost flat shape that gradually increases from west to east. A hill is present on the eastern side of the site. Contours can be integrated for the design development to reduce unnecessary cutting and filling of soil.

VEGETATION

No vegetation is present on the site apart from a bed of dried grass spread across the site.

However, it is surrounded by the trees on its north eastern site. It is necessary to provide trees and green spaces throughout the site that The pergolas have been equipped with transwill be incorporated in the design by adding lucent solar panels to help with the backup courtyards and parks. batteries from strong sun from the south side of the building.

SEM 8 ACADEMIC GROUP WORK Group includes 4 members, each of us had contributed in Designing, Planning and Building Synergy to work as a Team. My role in our team was designing, planning and rendering.

GROUND FLOOR PLAN

SECTION A-A’

TENTH FLOOR PLAN

ELEVENTH FLOOR PLAN

EIGHTH FLOOR PLAN

NINTH FLOOR PLAN

SIXTH FLOOR PLAN

SEVENTH FLOOR PLAN

FOURTH FLOOR PLAN

FIFTH FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

BASEMENT PLAN

FIRST FLOOR PLAN

SECTION B-B’

VIEWS

MIXED USE HOUSING PROJECT (SEM VII)

WATER FRONT WATER FRONT

SITE LOCATION - OPP. SEWRI FORT, SEWRI, MUMBAI, INDIA. CONNECTIVITY - RAILWAY STATION AND EASTERN FREEWAY WITHIN 1 KILOMETER PREDOMINANT WIND DIRECTION - NORTH WEST AND WEST ANNUAL RAINFALL - 2386MM DEVELOPMENT PLAN

CLIMATE CONDITIONS - HOT AND HUMID

THE SITE HAS BUSY MAIN ROADS AT THE TWO SIDES AND INNER ROADS ON THE OTHER SIDE.SITE IS WELL CONNECTED WITH SEWRI RAILWAY STATION.

VIEWS SEA BREEZE

DESIGN CONCEPT FORMING INDIVIDUAL STRUCTURES ACCORDING TO THE LIG, MIG, HIG GROUPS ON THE NORTH AND WEST SIDES GIVES AN OPEN SPACE ON THE EASTERN SIDE FOR LIGHT ,VENTILATION AND VIEWS. CREATING PODIUM LEVELS FOR PARKING. PLACING THE RECREATIONAL IN CENTRE WILL PROVIDES EASY ACCESS FOR THE SURROUNDING STRUCTURES SEGREGATING THE COMMERCIAL AND RESIDENTIAL SPACES, DIFFERENT ENTRY AND EXITS FOR THE SPACES CREATES LESS TRAFFIC PATTERN AROUND THE SITE. INDUSTRIAL AREA AND HERITAGE WORKSHOPS

N PRIME LOCATION NEAR BY TO THE EASTERN WATER FRONT.

SITE

THE AIM OF HOUSING SCHEME IS DESIGNING A MIXED USE DEVELOPMENT, IN MUMBAI, ALONG WITH FACILITIES, SERVICES, INFRASTRUCTURE, AND AMENITITES, THAT CATERS TO CURRENT AND FUTURUSTIC HOUSING IN THE CITY.

SECTION A-A’

SECTION B-B’

3BHK UNIT - 90 SQ.M

2BHK UNIT - 75 SQ.M

SOUTH EAST ELEVATION

1.5 BHK UNIT - 60 SQ.M

1BHK UNIT - 50 SQ.M

1BHK UNIT - 45 SQ.M

SOUTH WEST ELEVATION

ISOMETRIC VIEW

STUDIO APT UNIT - 45 SQ.M

1RK UNIT - 45 SQ.M

NORTH EAST ELEVATION

TOOLS AUTOCAD, SKETCHUP, ENSCAPE, VRAY, PHOTOSHOP, INDESIGN.

HOTEL DESIGN (SEM VI) SITE LOCATION - AMAR CINEMA, CHEMBUR.

ZONE MAP OF CHEMBUR

CONCEPT AND DESIGN STRATEGIES

SITE WITH ITS CONTEXT

HOW TO REACH - CHEMBUR STATION (2.5KM) GOVANDI STATION (1KM) LANDMARK - CHHATRAPATI SHIVAJI MAHARAJ CHOWK (650M)

THE SPACES ARE SEGREGATED ACCORDING TO THE USERS AND DIFFERENTIATED BY THE FLOOR WISE WHICH A HELPS IN MAINTAINING THE PRIVACY OF THE INDIVIDUAL SPACE AND ITS USERS.

Scanned by CamScanner

CLIMATE - TROPICAL, WET AND DRY

LOCATING THE SITE

Scanned by CamScanner

ACCESS - TWO ENTRANCES FROM EAST AND SOUTH

BASIC MASS

CONCEPTUAL SITE SKETCHES

ROOMS SUITES AMENTITES SWOT ANALYSIS -

PUBLIC SPACES

STRENGTH - EASILY ACCESSIBLE, BETTER CONNECTIVITY, CLOSE TO MARKET. WEAKNESS - NO VIEWPOINTS, SURROUNDED BY RESIDENTIAL BUILDINGS, BUSY SURROUNDING. OPPORTUNITIES - SITE CAN ACT AS A LANDMARK. THREATS - THE BUSY RESIDENTIAL BUILDINGS, EASTERN FREEWAY MAY AFFECT THE PRIVACY FACTOR.

CREATING ALTERNATE VOIDS WILL HELP IN FORMING THE OPENINGS FOR THE LIGHT AND VENTILATION AND THE VIEWS. THE SIMPLE FORM HAS TAKEN OUT VOLUMES TO MAKE GREEN SPACES WHICH ARE OVERLOOKED BY THE PEOPLE THROUGH BALCONIES. FINAL DESIGN FORM

INFERENCE INTERNAL VIEWS CAN BE CREATED AS NO VIEWS ARE AVAILABLE FROM THE SITE. TREES CAN BE PLANTED TO CUT OFF DIRECT VISION AND SOUND OF THE CONTEXT. AMOGH CHS

SWATI APTS.

ASHIRWAD HOSPITAL

EASTERN FREEWAY

SITE

DMK JAOLI BANK SATYABHAMA HOTEL

BLOCK MODEL SHOWING THE CONTEXT

RESIDENTIAL BLOCK

SEMI-OPEN SPACES ARE CREATED ON ALTERNATE BLOCK WHICH PROVIDES CONNECTIVITY AND ITNERACTION BETWEEN SPACES AND ITS USERS.

STUDY MODEL

TYPICAL ROOM LAYOUT 2 TERRACE GARDEN, ROOMS AND SUITES, BALCONIES

TYPICAL ROOM LAYOUT 1 TERRACE GARDEN, ROOMS AND SUITES, BALCONIES

FOURTH FLOOR LAYOUT POOL, RESTAURANT, GYM , SPA THIRD FLOOR LAYOUT STAFF DINING, STAFF ADMIN, CHANGING ROOMS, REST ROOMS, STORAGES SECOND FLOOR LOUNGE AND WAITING AREAS, CONFERENCE ROOMS FIRST FLOOR LAYOUT LIBRARY, RESTAURANT, CENTRAL KITCHEN, SHOPS GROUND FLOOR LAYOUT LOBBY AND RECEPTION, CAFE, ADMIN AREA, LOUNGE AREA, SHOPS, LOADING/ UNLOADING AREA

GROUND FLOOR PLAN

SECTION A-A’

EXPLODED VIEW

TYPICAL ROOM LAYOUT 1

TYPICAL ROOM LAYOUT 2

SECTION B-B’

SECTION C-C’

WORKING DRAWINGS (SEM VI)

PRODUCED BY AN AUTODESK STUDENT VERSION

(VERIFY WIDTH IN FIELD) SERVICE ROAD

65000

SITE BOUNDARY

TBM

43656

7

1105 6

85

46966

10030

12

10030

TBM

37840 9075

3000

3730

3730

4615 4650

6775

6775

SITE BOUNDARY

3275

PRODUCED BY AN AUTODESK STUDENT VERSION

38000

5530

SITE

(VER IF

2

43

43

5770

79

2

21320

43

92

5770

43

1 ,1 92 79

21320

5530

YW NARR IDTH OW IN FIEL LANE D)

BO UN DARY

6 3236

4647,28

6775

1000

00

ORIGIN(0,0)

4615

3730

9075

3764

500

3764

1000

35

7600

1800

6775

2895 3

27652

PRODUCED BY AN AUTODESK STUDENT VERSION

9075

3764

1315

1000

3764

1000

4615 7900

3000

3730

9075

4650

4615

6070

41

42900

45831

75

6535

5

02

10

6000

37840

90

°

°

74 41° 8°

TBM

PBM

MONORAIL ABOVE

±0.0 MTS (VERIFY WIDTH IN FIELD) MAIN ROAD & MONORAIL ABOVE

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

M

PB53

PB138

PB55

PB129

PB51

PB119

PB115

PB109

PB105

PB99

PB93

PB87

PB83

PB124

150 PB132

PB130

PB135

PB21

PB127

PB117

PB113

PB101

50

50

ISOLATED FOOTING 600

PB134

150

PB4

150

150

PB3

PB8

PB126

PB7

PB112

PB10 PB106

PB100

PB2

PB94

PB90

PB84

PB80

PB70

PB62

PB1

PB13

PB116

PB12

600

PB25

PB15

PB11 PB9 PB6

PB136

PB133

PB131

PB123

PB125

PB121 PB120

PB110

PB107

PB102

PB96

PB20

VATTA EXTERNAL PLASTER GROUND LEVEL

PB24

PB91

PB95

PB32

PB14

PB5

SKIRTING

750

PB28

PB19

PB85

PB137

PB128

PB118

PB114 PB108 PB35

PB122

PB27

PB88 PB18

PB81

PB71

PB76

PB17

PB63

PB26

TILES (600 X 600) 150 MM THICK PCC BED

150MM THICK PCC BED RUBBLE SOILING

A

MURRUM

SECTION THROUGH PLINTH AND FOUNDATION (SCALE 1:25)

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

230MM THICK BRICK WALL 20MM THICK EXTERNAL PLASTER

DPC (DAMP PROOF CONCRETE)

PLAN OF ISOLATED FOOTING (TYPE 1) (SCALE 1:50)

PLAN OF ISOLATED FOOTING (TYPE 2) (SCALE 1:50)

200

PLINTH BEAM PLAN OF PAD FOUNDATION (SCALE 1:50)

SUNK VATTA GROUND FLOOR

STONE RUBBLE MURRUM

SECTION OF SUNK AT GROUND FLOOR (SCALE 1:25) SECTION OF ISOLATED FOOTING (TYPE 1) (SCALE 1:50)

SECTION OF ISOLATED FOOTING (TYPE 2) (SCALE 1:50)

PRODUCED BY AN AUTODESK STUDENT VERSION

SECTION OF PAD FOUNDATION (SCALE 1:50)

PRODUCED BY AN AUTODESK STUDENT VERSION

C

PB34

10MM MORTAR

PB39

DPC (DAMP PROOF CONCRETE)

PB31

PB77

PB74 PB16

PB46

PB45

PB38

PB30

PB23

PB68

PB66

PB22

E

PB33

12MM THICK INTERNAL

PB111

PB89 PB78

PB75

PB29

G F

PB44

PB103

PB97

PB79 PB37

H

PB104

PB98

PB43

PB42 PB92

PB41 PB69

PB67

PB86

PB82

PB72

PB64

PB40

PRODUCED BY AN AUTODESK STUDENT VERSION

PB50

PB49

PB57

PB48

PB36

B

PB56

COLUMN (230 X600)

I

D

PB61

PB60

PB59

PB52

PB47

K J

PB54

PB73

PB65

PB58

L

PRODUCED BY AN AUTODESK STUDENT VERSION

1470

1200

W2 S2

W2 S2

4500

1500

1500

1500

1500

3500

2770

1500

900

W3

2385 TOILET F4 C4 W4 S4

BALCONY 3615

W1 S1

1500

1750 DRY BALCONY

4500

BEDROOM 3

W3

1200

4500 W1

BALCONY 4615

3500

D2

3500

F1 C1 W1 S1

TOILET

750

F1 C1

W1

1185 F2 C2 W2 S2

1200

F2 C2

F2 C2

1500

BEDROOM 2

1500 F4 C4 W4 S4

3500

W1

750

BALCONY 3615

KITCHEN

3500

3500

DRY BALCONY

W1

F4 C4 W4 S4

D1

2200 F3 C3 W3 S3

3500

D4

TOILET

D2

3000

1200

3500 750

2500

1470

565

7500

7500

1000

W1 S1

1200

3500

W3

W1

1500

3500 325

F2 C2 W2 S2

D2

W1 S1

W3 S3

KITCHEN

3500

380

750

970

3000

3500 4500 4730

BALCONY

D3

970

B

3000

BEDROOM 3

F2 C2 W2 S2

1200

D1

F3 C3

F4 C4 W4 S4

TOILET 1500

970

BALCONY 4615

W1 S1

1000

F1 C1

F1 C1

2200

F1 C1 W1 S1

1135

4500

W1

LIVING ROOM+ DINING

1200

D1

BEDROOM 2 4500

800

1470

1200

1250

D2

D1

4730

3500

D1

1200

900

B'

C

3500

W1

W3

W4 S4

TOILET 2385

F2 C2

LIVING ROOM+ DINING

1000

W1

900

F4 C4

W3

W1

D3

W1 S1

D

W1

2100

F1 C1

D2

D2

1500

BALCONY

BEDROOM 1

F4 C4

W3

W2 S2

1985 D1

2500

TOILET W4 S4

F1 C1

1200

4500

3500 270

1985 1500

1500

1500

W4 S4

W3

1500

900

D2

W3

BEDROOM 1

W1 S1

D1

2100

385

A'

750

900

F4 C4

1000

TOILET 2500

W1

A

PRODUCED BY AN AUTODESK STUDENT VERSION

2385 TOILET

W1 S1

D2

W4 S4

D2

F1 C1 W1 S1

BEDROOM 1

E

F1 C1

D1

1000

W1

F2 C2 W2 S2

BALCONY

D5

1250

BEDROOM 2 D1

F1 C1

1000

W2 S2

W1

4500

W1 S1

W4 S4

LIVING ROOM+ DINING

D1

F2 C2

BALCONY 4615

1135

2200

F1 C1 W1 S1

W1

F

1200

D3

4500

F2 C2

G

F1 C1 W1 S1

F1 C1

F4 C4

W3 S3

F1 C1 W1 S1

BEDROOM 3

F4 C4

BEDROOM 1

W2 S2

KITCHEN

LIVING ROOM+ DINING

D2

BALCONY

3500

W1

3500

W3

1500 TOILET

325

900

1500

1500

W4 S4

TOILET 2500

1500 3500

F3 C3

1200

1600

F4 C4

W3

DRY BALCONY

W1

7500

D1

1500

1200

970 D3

D2

1500 W3

3615 BALCONY

F3 C3 W3 S3

2200

7500

W1 S1 F4 C4 W4 S4

TOILET 2385

F2 C2 W2 S2

750

3500

KITCHEN

W4 S4

600

F2 C2 W2 S2

W1

D1

F1 C1

750

F4 C4

3615 BALCONY

750

3500

2400

H

PRODUCED BY AN AUTODESK STUDENT VERSION

3500

1000

3500

BEDROOM 2

D2

I

1000

3500

F1 C1 W1 S1

W1

DRY BALCONY

750

W3

1500 TOILET

BEDROOM 3

3000

4500

W1

4500

J

1500

W2 S2

B

K

1470

W1

3500

F2 C2

BALCONY

A

L

DOOR SCHEDULE 1.

SIZE:- 1000X2100X150

1

2

3

5

4

6

8

7

9

10

11

12

13

14

15

16

ONE SIDE HINGED WOODEN PANEL DOOR

D1

1000 2.

SIZE:- 900X2100X150

ONE SIDE HINGED WOODEN PANEL DOOR

D2

900 3.

D'

C'

D3

SIZE:- 800X2100X150

800

PVC PANEL

WINDOW SCHEDULE 1.

W1

SIZE:- 2000X2100X150

2000

F1 C1

3BHK ROOMS

FINISHES SCHUDLE

W1 S1

F= FLOORING,C=CEILING,W=WALL,S=SKIRTING

F= FLOORING,C=CEILING,W=WALL,S=SKIRTING JOHNSON CENTAURUS SLATE GRIP UN-GLAZED PORCELAIN TILES 600X600MM X12 MM THICKNESS

GRANITE 1500X2500 X30

F2

ASIAN PAINTS ROYALE SHINE EMULSION PAINT COLOUR CODE 9329 APPLE TREE ASIAN PAINTS ROYALE SHINE EMULSION PAINT COLOUR CODE 0972 TAPESTRY

ASIAN PAINTS ULTIMA EMULSION PAINT WITH WEATHER PROTECTION WHITE W2 ASIAN PAINTS ULTIMA EMULSION PAINT WITH WEATHER PROTECTION WHITE JOHNSON CENTAURUS SLATE GRIP UN-GLAZED S2 PORCELAIN TILES 600X100MM X12 MM THICKNESS C2

GRANITE 1500X100X30

FINISHES SCHUDLE

3BHK ROOMS

F3 C3

FINISHES SCHUDLE

W3 S3

F= FLOORING,C=CEILING,W=WALL,S=SKIRTING F3

3BHK ROOMS

2.

F4 C4 W4 S4

F= FLOORING,C=CEILING,W=WALL,S=SKIRTING

JOHNSON TETRA DOVE GRIP UN-GLAZED PORCELAIN TILES 600X600MM X12 MM THICKNESS

ASIAN PAINTS ROYAL SHYNE EMULSION PAINT COLOR CODE 9226 FAST BREEZE W3 JOHNSON CENTAURUS UNGLAZED PORCELIN DADO TILE JOHNSON TETRA DOVE GRIP UN-GLAZED PORCELAIN S3 TILES 600X100MM X12 MM THICKNESS C3

F4

NITCO 300X300X12 ATHENA GRIS ANTISKID TILE

C4

ASIAN PAINTS ROYALE SHINE EMULSION PAINT COLOUR CODE 0972 TAPESTRY

W4

KAJARIA DADO TILE CAMBODIA MARFIL 300X300

S4

NITCO 300X300X12 ATHENA GRIS ANTISKID TILE

3.

W2

SIZE:- 1400X900X150

1400

STAINLESS STEEL SLIDING WINDOW

W3

SIZE:- 500X600X150

500

LOUVERED WINDOW

D4 4.

SIZE:- 1000X1200X150

CASEMENT WINDOW

1000 5.

D5

SIZE:- 1000X1200X150

STAINLESS STEEL FIXED WINDOW

1000

PRODUCED BY AN AUTODESK STUDENT VERSION

100MM THICK COPING STONE

100

W1 S1

W2 S2

PRODUCED BY AN AUTODESK STUDENT VERSION

F1 C1

F2 C2

3BHK ROOMS

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

V

V

V

R

R

R

R

SLOPE

DRIP MOULD 6MM THICK CHINA MOSAIC TILES 12MM THICK MORTAR 50MM THICK BRICK-BAT COBA 12MM SAND SCREEDING 5MM BITUMEN LAYER VATTA

SLOPE SLOPE

SLOPE

R

SLOPE

R

R

R

SLOPE

R

SLOPE

SLOPE

R

SLOPE

SLOPE

R

R

SLOPE

SLOPE

R

R

R

R V

SLOPE

SLOPE

V

R

R

20MM THICK PLASTER

150

12MM INTERNAL PLASTER

V

V

SLOPE

SLOPE

RRC SLAB

V

SLOPE

20MM EXTERNAL PLASTER

SLOPE

SLOPE

BRICK WALL X

DETAIL OF PARAPET WALL (SCALE 1:10)

10MM ACRYLIC SHEET

20MM HOLLOW STEEL BATTERNS

DRIP MOULD

SLOPE

SLOPE

SLOPE

SLOPE

20MM HOLLOW STEEL SECTION SLOPE

V

V

V

R

R

VATTA

SLOPE

V

R

R

R

R

SLOPE

SLOPE

20MM STEEL SUPPORTING MEMBER

6MM THICK CHINA MOSAIC TILES 12MM THICK MORTAR 50MM THICK BRICK-BAT COBA 12MM SAND SCREEDING 5MM BITUMEN LAYER

PCC COPING STONE

SLOPE

R

SLOPE

R

RODDING EYE Y-BEND

SLOPE

R

100

R

SLOPE

R

RCC SLAB

SLOPE

R

12MM INTERNAL PLASTER SLOPE

DIA. 100MM STORM WATER PIPE

SLOPE

SLOPE

R

R

R

R V

SLOPE

20MM EXTERNAL PLASTER

SLOPE

R

R

BRICK WALL

V

V

V

SLOPE

DETAIL AT X (SCALE1:10) SLOPE

SLOPE

SLOPE

SLOPE

6MM THICK CHINA MOSAIC TILES 12MM THICK MORTAR 50MM THICK BRICK-BAT COBA 12MM SAND SCREEDING 5MM BITUMEN LAYER 150MM THICK SLAB

X

12MM INTERNAL PLASTER WATERPROOFING DETAIL (SCALE 1:10)

PRODUCED BY AN AUTODESK STUDENT VERSION

FINISHES SCHUDLE

STAINLESS STEEL SLIDING WINDOW

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

D

C

M

PRODUCED BY AN AUTODESK STUDENT VERSION

1

3

6

8

9

14

11

16

+33.9M O.H TANK LEVEL +33.4M MACHINE ROOM LEVEL

D1

+30.6M PARAPET LEVEL +29.4M TERRACE LEVEL D1

D1

D1

D1

D1

W1

W1

+25.8M SEVENTH FLOOR LEVEL D1

D1

D1

D1

D1

W1

W1

+22.2M SIXTH FLOOR LEVEL D1

D1

D1

D1

D1

W1

W1

+18.6M FIFTH FLOOR LEVEL D1

D1

D1

D1

D1

W1

W1

+15M FOURTH FLOOR LEVEL D1

D1

D1

D1

D1

W1

W1

+11.4M THIRD FLOOR LEVEL D1

D1

D1

D1

D1

W1

W1

+7.8M SECOND FLOOR LEVEL D1

D1

D1

D1

D1

W1

W1

+4.2M FIRST FLOOR LEVEL D1

D1

D1

D1

D1

W1

W1

+2.00M COMPOUND WALL +0.60M PLINTH LEVEL

0.00 GROUND LEVEL

SECTION A-A'

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

1

3

6

7

8

9

10

14

11

16

+33.9M O.H TANK LEVEL

+30.6M PARAPET LEVEL +29.4M TERRACE LEVEL

D2

D2 W3

D1

W1

W1

D1

D2

D2 W3

W3

W3

+25.8M SEVENTH FLOOR LEVEL

D2

D2 W3

D1

W1

W1

D1

D2

D2 W3

W3

W3

+22.2M SIXTH FLOOR LEVEL

D2

D2 W3

D1

W1

W1

D1

D2

D2 W3

W3

W3

+18.6M FIFTH FLOOR LEVEL

D2

D2 W3

D1

W1

W1

D1

D2

D2 W3

W3

W3

+15M FOURTH FLOOR LEVEL

D2

D2 W3

D1

W1

W1

D1

D2

D2 W3

W3

W3

+11.4M THIRD FLOOR LEVEL

D2

D2 W3

D1

W1

W1

D1

D2

D2 W3

W3

W3

+7.8M SECOND FLOOR LEVEL

D2

D2 W3

D1

W1

W1

D1

D2

D2 W3

W3

W3

+4.2M FIRST FLOOR LEVEL

D2

D2

W1

W1

D1

D2

D2 W3

W3

W3

+2.00M COMPOUND WALL +0.60M PLINTH LEVEL

SECTION B-B'

PRODUCED BY AN AUTODESK STUDENT VERSION

W3

D1

0.00 GROUND LEVEL

PRODUCED BY AN AUTODESK STUDENT VERSION

DIA 30MM CIRCULAR SECTION BALUSTER

DIA 50MM M.S HANDRAIL

NOSING BOLTS

DIA 30MM CIRCULAR SECTION BALUSTER

10MM THICK BASE PLATE 5MM TILES

SUPPORTING M.S MEMBERS 10MM THICK TILES

BOLTS

10MM THICK SAND SCREEDING

10MM THICK BASE PLATE

DIA 50MM M.S HANDRAIL

WALL 230mm

14

15

16

17

18

19

20

21

22

23

24

1500

TERRACE LEVEL

T= 300 R=150

600

5MM TILES DIA 30MM CIRCULAR SECTION BALUSTER

3000

T= 300 R=150

MIDLANDING

SEVENTH FLOOR LEVEL

NOSING BOLTS

DIA 50MM M.S HANDRAIL

UP

10MM THICK BASE PLATE

300 300 300 300 300 300 300 300 300 300 300

1500 12

11

10

9

8

7

6

5

4

3

10MM THICK TILES

1

2

RCC SLAB

WALL 230mm

13

14

15

16

17

18

19

20

21

22

23

24

T= 300 R=150

DETAIL AT X (SCALE 1:100)

COLUMN 230X600mm 300 300 300 300 300 300 300 300 300 300 300

SIXTH FLOOR LEVEL

10MM THICK SAND SCREEDING

TERRACE LEVEL PLAN ( SCALE 1:20)

1500

T= 300 R=150

FIFTH FLOOR LEVEL

1500

600 T= 300 R=150

DIA 30MM CIRCULAR SECTION BALUSTER

DIA 50MM M.S HANDRAIL

DIA 50MM M.S HANDRAIL

UP

2100

3000

T= 300 R=150

MIDLANDING

DIA 30MM CIRCULAR SECTION BALUSTER

THIRD FLOOR LEVEL

T= 300 R=150

300 300 300 300 300 300 300 300 300 300 300

1500 12

11

10

9

8

7

6

5

4

3

1

2

RCC SLAB

T= 300 R=150

CHAJJA

TYPICAL LAYOUT (SCALE 1:20)

24

SECOND FLOOR LEVEL

23 22 21

WALL 230mm

10MM THICK BASE PLATE

20 19 18 17

COLUMN 230X600mm 14

15

16

17

18

19

20

21

22

23

24

16 15 14

1500

13

3600

13

300 300 300 300 300 300 300 300 300 300 300

1500

T= 300 R=150

12

600

11

10MM THICK TILES

FIRST FLOOR LEVEL

10 9 8

DIA 30MM CIRCULAR SECTION BALUSTER

T= 300 R=150

7

T= 300 R=150

6 5 4

1100

3000

MIDLANDING +1.8M

3 2

300 300 300 300 300 300 300 300 300 300 300

1500 12

11

10

9

8

7

6

5

4

3

2

1

DIA 50MM M.S HANDRAIL

UP

1

T= 300 R=150

GROUND FLOOR LEVEL

GROUND FLOOR PLAN (SCALE 1:20)

TYPICAL SECTION (SCALE 1:25)

PRODUCED BY AN AUTODESK STUDENT VERSION

SECTION A-A' (SCALE 1:20) PRODUCED BY AN AUTODESK STUDENT VERSION 600

450

400

450

200

2100

3000

880 900

1200

2100

3000

900

2500

600

SECTION A-A'

SECTION B-B'

B'

900

580

2650

A'

600

PLAN OF TOILET B

DETAIL OF W.C (SCALE 1:10) PRODUCED BY AN AUTODESK STUDENT VERSION

A

580

600

1500

900

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

MUMPTY LVL

DIA 30MM CIRCULAR SECTION BALUSTER

COLUMN 230X600mm 13

TERRACE LEVEL

SUPPORTING M.S MEMBERS

CHAJJA

300 300 300 300 300 300 300 300 300 300 300

OH TANK LEVEL

OH TANK

DETAIL AT Y (SCALE 1:50)

1500

DETAIL OF STEPS (SCALE 1:5)

RCC SLAB

INTERNSHIP WORK ( AT AR.YOGESH DHAIGUDE & ASSOCIATES)

UCDC ( BANDRA)

Extra Curriculam section representing my skillset in softwares and fascination about photography.

Tools - Blender, Rhino, Grasshopper, Photoshop

Shardul Shrikant Shrungare

ar.shardulshrungare@gmail.com