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