Architectural Portfolio

Page 1

P OR TFO L I O SELECTED WORKS

DIMPLE BHADRA

TEXT Name | Topic Sem | 2020 Site: Program: Professor: Text

B.Arch


DIMPLE BHADRA

// EDUCATION 2016 - 2021

SVKM’s NMIMS Balwant Sheth School Of Architecture Vile Parle(W), Mumbai Bachelors In Architecture

2014 - 2016

SIES College of Arts, Science & Commerce Nerul, Navi Mumbai Higher Secondary Education | State board

2004 - 2014

Fr. Agnel Multipurpose School Vashi, Navi Mumbai Primary Education | State board

An aspiring architect, with strong inclination towards curating spatial experiences. I believe an intervention is complete only when it strongly responds to its context and is deeply rooted in its native surroundings. This portfolio is a compilation of my academic and professional works from 2016-2020.

// COMPETITIONS 2020

Collab 2020 Long Span Structures | Participation Entry In collaboration with Mukesh Patel School of Technology Management and Engineering

CTBUH Tall Buildings Competition | Participation Entry

2019

Volume Zero Micro Housing | Participation Entry

ArchDais

24/07/1998 dimplebhadra99@gmail.com Mumbai

The House | Participation Entry

2018

Esquisse 2018 Rethinking the Idea of Play | Awarded First Place

2017

Esquisse 2017 | Participation Entry

2016

Esquisse 2016 | Participation Entry


// WORKSHOPS & INSTALLATIONS

// PROFESSIONAL WORKS

2020

2020

Thesis Bazaar Annual exhibit at NMIMS BSSA

Kala Ghoda Arts Festival Theme - Thread | Khuli Kitaab

2019

Mathematics of Folding Summer School by Ar. Ripple Patel

2018

Teaching Assistant Second year studio at NMIMS BSSA

2020

Logo Designing Shirva Education Forum

2018 - 2020

Free lancing Pratik Enterprises

Print Making Subject - Elective

2017

Patterns of Exchange in Nature Annual exhibit at NMIMS BSSA

// DOCUMENTATION 2016

Aurangabad Sketching

Jodhpur & Jaisalmer Measure drawing streets of Jodhpur

2017 2018

Kochi Sketching

Ahmedabad Measure Drawing Sarkhej Roza Mosque, Step wells & Institutes

Sri Lanka Sketchig,Photo documentation and measure drawing Works Of Geoffery Bawa and The Galle Fort.

2019

Rome & Vienna Understanding the Public Spaces in Rome Social Housing in Vienna

// SKILLS Digital Advance

Digital Basic

Adobe Photoshop Adobe Illustrator Adobe InDesign AutoCAD McNeel Rhinoceros MS Office

Blender Autodesk Revit Sketchup Adobe Lightroom Twin Motion Lumion

Manual

Fabrication

Model making Hand drafting Sketching Painting Print Making Ceramics - Pottery

Laser Cutting Wood works Welding

// LANGUAGES English Hindi Kutchi

Gujarati Marathi


// DESIGN STUDIOS A.1

Mandvi Town & It’s Environs

01

Design Dessertation | Thesis Research | 2020

A.2

Cluster Redevelopment | Design Studio

A.3

Mass Housing | Design studio

A.4

Future of Market Typology | Urban Design

A.5

Centre For Natural Sciences | Design Studio

Transit Oriented Development | 2019

2019-2020

03 15 25

Upcycling & Mass Customisation | 2019-2020

37

Institution Design | 2018 - 2019

// INSTALLATIONS B.1

Kala Ghoda Arts Festival

47

Theme - Thread | Khuli Kitaab | 2020

B.2

Patterns of Exchange in Nature

49

Annual exhibit at NMIMS BSSA | 2016

// COMPETITIONS C.1

ArchDais

51

The Jord | 2019

C.2

Volume Zero

53

Micro Housing | 2019

C.3

Esquisse Re- Play | 2018

55


// WORKSHOPS / SELF EXPLORATIONS D.1

Mathematics of Folding

57

Summer School | 2019

D.2

Experimental Design Elective Subject | 2019

D.3

Digital Explorations & Model Making

58 59

// TEACHING ASSISTANT E.1

Typography

61

Centre of Interior Environment & Design, BSSA Year - 2 | 2020

// MISCELLANEOUS F.1

Working Drawings

63

Thesis Research | Year - 5 | 2020

F.2

Documentations

65


F.1

Design Dissertation Mandvi Town & It’s Environs

What contributes to the identity of a place especially in the rural scenario? I aspire to research upon the living conditions of people in and around the port town of Mandvi in Kutch, Gujarat. In the present day trade and ship building activities have ceased to a large extent. There has been a major transformation in the local economic activities as well as living standards. Presently, in the wake of rampant urbanism there has been a lot of unthoughtful development which is killing the essence and richness of the existing fabric. I wish to explore ways in which one can propose an intervention in the most subtle way that roots deep into the context, which is in sync with the ecological cycle and is useful for the natives at the same time.

1


2


3


A.1 Cluster Redevelopment Sem 7 | 2019

Site: Bandra West, Mumbai Program: Public spaces, School, Mixed use Developmnet. Mentor: Ar. Alan Abraham Bandra is an active hub of Mumbai that attracts lakhs of people from various fields. Having a large footfall it is vital to have pockets of interaction between the people from different sections of the society. These pockets cater to breathing spaces of the given precinct which provides for a break in the continuous monotonous built concrete fabric. My intention is to provide such spaces within the public realm that help promote social interaction. The concept of the design is based on connecting the existing nodes of high density of people, directly through shortest pedestrian routes. The precinct being in a prime location surrounded by the railway station, the bus depo and the upcoming metro station, is easily accessible by different means of public transport. In order to impart a comfortable route for the first mile transportation, a better connectivity of the public spaces is important to promote the use of pedestrian pathways rather than vehicular means to travel.

4


S V Road

A : Congested streets not suitable for vehicles B,C : Compact and narrow streets affected by encroachments and overspilling activities. D : Open spaces behind private residential blocks not accessible by public. E : Usable width of the Vehicular Road reduced due to illegal parkings and stalls. Also due to the pedestrians, as there aren’t separate lanes for them to walk. Bandra Talao

SV ad

Ro Natio

nal L

Road

Turner

ibrary

Bandra

Road

Bandra Railway Station Foot over Bridge d Hill

Roa

Bandra Talao

Bus Depot

250M

SV Road Skywalk Bus Depot Share Rickshaw Stand Bus Stand Private Rickshaw Stand Ticket Office Primary Secondary

5

500M

D.


y

r

A.

E..

B.

C.

Some of the present problems seen on the site are identified which need to be taken into consideration while proposing the new design. Observations conclude the need of wellconnected open spaces which are adaptable as per needs. 6


Transit Oriented Development

Setbacks

Human scale

Junctions

Rethinking Public Spaces

Trees

It is a pre-conceived idea that generally public spaces are on the ground plane which have a designated restricted area with pre-defined functions. It is thus proposed to modulate this idea and plan the given precinct in a way that the open spaces are appropriately interwoven with the built structures around. It is an attempt to blur out a few pre-defined parameters of a public space. The open areas are thus placed in a way that they connect the peripheral functions easily. Having a designated area with boundaries restricts the flow of people, thus it is intended to provide spaces without built restrictions.

Open Grounds

Mode of interaction

Transport interchange Node

PUBLIC OPEN SPACES

Stimulating Local Economy

Breathing pockets in urban fabric

Cultural Reflection Streets

Functional at varying levels

Plazas

Flexible Functions

Accessible and well connected

Gardens

Connecting shortest pedestrian routes between PRODU locations nodes of interaction. Thus identifying CED BY AN AUTO DESK ST UDENT for required open spaces VERSIO N

Edge towards Bandra Talao

PRODU

CED BY

AN AUTO

DESK S

TUDEN

T VERS

ION

This in turn will also allow multiple functions in the same space without much alterations. The intent is to have a space that adapts as per needs of its users. This creates a dynamic spectacle to the city that would be constantly changing. The sprawl of public spaces would also be rising vertically in terms of the sections and eventually be connected at different levels as per the function of the structures. This would create porosity in the functions on the upper levels. In order to provide for security and privacy to the residential blocks they are placed on the interior edge of the site, overlooking open spaces and the Bandra Talao. The cultural zone is placed with the SV Road and the upcoming metro node, whereas the commercial is kept close to the Bandra Train Station and the Bus Depot. While the mixed use zone connects the commercial and the open spaces leading to the vehicular road and the proposed node for the metro station.

Impact on urban environment

Place of interchange

Security / Safety

Bandra station

RSION

DENT V E

ESK STU

Internal node formed due to setbacks

Upcoming metro node

PRODU

RSION

ENT VE

K STUD

TODES

CED BY AN AU

7

Edge along the Bus depot


Scooping out and plugging in volumes as an operative, to create variant spaces.

Connecting different levels throughout the site .

The connector holding the volumes together which leads to rise in interaction.

Volumes arranged in a way to incorporate varying functions of different sectors -Public, private.

Setbacks to create shaded open spaces on the ground plane.

Prioritizing the ease of transit throughout the intervention.

Accommodating the temporal component of the existing fabric.

Linking the built.

A regulated shift in the mass to provide different views and varied open spaces.

Connector as the binder

Recreational Public open spaces

Creating vistas and walkways throughout the ground plane as well as 8


Sectional Views 9


ATION

RA ST

BAND

SCALE 1:500 PLAN AT 1.8M

BUS DEPO

10


11


PLAN AT 6.05M

PLAN AT 10.5M

PLAN AT 14.0M

12


13


14


15


A.2 Mass Housing Sem8 | 2020

Site: Nehru Nagar, Vile Parle, Mumbai Program: Housing + Recreational Mentor: Ar, Nitin Killawala Nehru Nagar is located on an encroached land owned by the Airport authorities of India (Pawan Hans) on the southern edge of the Juhu scheme. Within the larger scenario, the site is perceived as a condition, where recent attempts have been made to implement the slum redevelopment, under SRA over its 23 Acres consisting of 4500 tenements. The proximity of the slums to the various institutions, health care facilities as well as the Vile Parle station attract a considerable floating population. The project focuses on providing adequate spacious dwellings for basic living, in accordance to varying family structures. Some of the key features that the project portrays are self shading, maximize inflow of natural light and ventilation, keeping the ground plane active in a way it functions presently. The programs are assigned with a view to cater to different needs of the users and a community as a whole.

16


Narrow lanes with multiple activities

Dark lanes leading to entries to housing units

17


Religious places as landmarks, open gutters and commercial shops on of the central street.

18


Single ‘H’ - block with eight units

User - Variant User VariantFamily FamilySystems Systems

B.

Single ‘H’ - block with eight units C.

Form Development

D.

E.

19


User - Variant Family Systems

Educational area Community area Circulation blocks Terraces Roof Gardens Floor plate area Voids

Total Green Scape Area Total Built Up Area

=6,160 + 1,057 sq.m. =7,217sq.m. =5,535 sq.m. =60,026 sq.m.

Ground floor plan

First floor plan

Seventh floor plan

A.

Single ‘H’ - block with eight units

Second floor plan

Eighth floor plan

B.

Ninth floor plan Third floor plan

C.

Tenth floor plan Fourth floor plan

D. Fifth floor plan

Eleveth floor plan

Twelfth floor plan

E.

Sixth floor plan

Thirteenth floor plan

20


The approach of the proposal is to keep the social bonding among the users intact and thus creating such spaces for the interaction. Rather than ground plane Reserved only for parking which makes it unfavorable for social activities, the zoning is curated in a way that the lower levels remain active with diverse functions. The landscape acts as a binder that holds the built together, with pockets of recreational, educational, hospitality programs. The sit abuts the airport and the sea on the rear side which presents scenic views. The built is thus oriented at an angle to maximise the view from multiple units as well as increase the amount of natural light received by the more number of facades. 21


22


23


ELEVATION AA’

SECTION AA’

24


25


A.3 Future of Markets

Urban Design | Sem 8 | 2020 Site: Andheri West, Mumbai Program: Upcycling and Mass Customization Mentors: Ar. Atrey Chhaya, Ar. Ritu Mohanty, Ar. Prakriti Mehta, Ar. Prachi Donde,Ar. Janki Shah Group Members: Nishiki, Janvi, Arya, Hormuzd, Varun Markets as an entity of Urban Design play a vital role in the enhancement of public spaces and the fabric of the city in general. They not only function as platforms for vendors to earn their livelihood, but also as spaces of public interaction and exchange. The City of Mumbai itself is known for the Crawford Market, Dadar Flower Market as well as APMC which is one of the largest planned wholesale markets in the city. Therefore, the entire concept of markets is essential, not only to sustain the commercial aspect of a city, but also its public life. The market typology which is designed, is primarily focused on the manufacturing, mass customization and upcycling of products which are discarded or considered to be waste. The primary material components which shall be the source of sale in this market will be in the form of by-products of wood, plastic, glass, paper and organic wet waste. The aforementioned materials get discarded by their respective industries as there is no definitive use for them, therefore leading to enormous wastage of resources, with these materials, ultimately ending up at landfills, where they remain stagnant. Therefore, the aim of this market typology, is to not only to reuse and recycle waste materials, but via upcycling, to also increase the value of these commodities by transforming them into products that cater to the daily consumer’s needs.

26


Given the location of the site is on the west of the Andheri station: a central transit point for a large number of people, it is also in close proximity to many wood workshops and stores, scrap collecting shops, eateries that have high amount of organic waste and glass workshops, which serve as the source for raw material in manufacturing upcycled and recycled products. With the site being a junction of the metro, as well as the local train station, it even facilitates the influx of people, as well as the goods while serving as a transition space between the two transit points. This market typology is essential for the future, as it can reuse resources which have been discarded, thereby prolonging its use, and preventing wastage as well as unnecessary usage of any newer materials. This typology can be a sustainable solution to the issues regarding the generation of waste and its lack of recycling thereof, it will even cut down the carbon footprint that is created by vehicles in transferring goods from manufacturing points to the selling areas, and it will also establish a new minimalist paradigm by reducing the middlemen in the manufacturer-consumer chain, that exists today

27


Forming cracks in the massing to create social pockets while making the mass porous. These cracks are incorporated in plan as well as in section, almost juxtaposing the form over the required areas for designated functions as per the intended market unit.

28


Exploded Isometric View Showing the Structure Massing with a Large Crack in the middle for Public Interface supported by designed structural columns, along with direct connections of the Structure to the Andheri Railway Station at different points to allow the people coming to and from the station to move through the desired spaces, witnessing the production interface. Ground - Public, Workshops, Open Gathering spaces, Amenities and catering to the site factors. Middle Level (The Crack) - Public Interface having visual connect to the manufacturing processes happening on the above and below levels. Upper Level - Area for Upcycling and Recycling processes of Different Materials

UPPER LEVEL

MIDDLE LEVEL (THE CRACK)

GROUND 29


30


Ground Floor Plan 31

Upper Floor Plan


32


Section AA’

East Elevation

Section BB’

33


34


35


36


37


A.4 Institution for Natural Sciences Sem 6 | 2018 - 2019

Site: Bhavans College Campus, Andhei, Mumbai Program: Institution Mentor: Ar, Atrey Chhaya “The sun never knew how great it was unitil it hit the side of a building� -Louis Kahn The Bhavans campus is a blend of the built structures bound by nature. Folks from varying age groups and backgrounds visit the site on a regular basis, as the campus offers diverse recreational spaces. The function being an institution for natural sciences, demands interaction of the students with variuos natural forces. Light was taken as a main design tool to create different experiences throughout the intervention. After analysing Ranwar village in Bandra as a parallel study, differnet patterns and parameters of light were explored and experimented through physical models. The final design is an amalgamantion of these explored modules in response to the context and the respective function. The intent of the design is to provide open spaces at different levels that respond to the nature and create a break in the built fabric.

38


Understanding light through varying apertures on incident planes.

Site Analysis

Access to the site

Greenscape around the plot

Public interface

Plot under referance

Built spaces on the site 39


Exploring different modules with respect to light quality.

Plot under referance

1.1

2.1

3.1

4.1

Public interface

Built spaces on the site

Site section

1.2

2.2

3.2

4.2

View of the site from west direction

Sun path

FORM DEVELOPMENT

1.3

2.3

3.3

Form Development

1. Initial massing of the form form.

4.3

3.Scooping out the masses.

2. Combining variuos study modules.

4.Further integration of modules to reduce the massing

40


NORTH ELEVATION

WEST ELEVATION

EAST ELEVATION

SOUTH ELEVATION 41


EXPLODED AXONOMETRIC VIEW 42


43


44


PRODUCED BY AN AUTODESK STUDENT VERSION

Working Drawings and Details

NO 1) TH RE PE 2) CO AP AU

Stainless Steel Ceiling track 100x60mm

GE 01 TO CO CO 02 UN AN DI AT 03 BR NO W 04 ON FO 05 CO AR SE IN EX

Steel Plate20X100mm

3 2

Steel Angle 50x50x4mm 1 Cold Tuff Swage Button 8mm dia, 18x30mm

EX AS SP

Steel Base plate 900x50X15mm

24

PRODUCED BY AN AUTODESK STUDENT VERSION

23

22

21

21

Stainless Steel Ceiling track 100x60mm

A

20

19

18

Interlocking

17

16

Wedge

15

14

13

Alternate Detail Scale 1:10

12

11

10

9

8

Steel wire rope 6mm dia, 6strand x 19wire core

7

6

Dark Cherry Wood Tread 300x1500x25mm

5

4

15mm Nosing

NOTES: 1) THIS DRAWING IS A PROPERTY OF THE ARCHITECT AND SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. 2) THE COMMENCEMENT FOR CONSTRUCTION SUBJECT TO join APPROVAL FROM ALL COMPETENT AUTHORITIES. GENERAL NOTES: 01. ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. 02. ALL DIMENSIONS ARE Detail at 'B' UNFINISHED AND ARE IN MM UNLESS AND OTHERWISE SPECIFIED. ALL DIMENSIONS SHOULD BE VERIFIED AT SITE. 03. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE ARCHITECT'S NOTICE BEFORE COMMENCING THE WORK. 04. DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 05. THIS DRG. TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL, STRUCTURAL & SERVICES DRGS. INTERNAL PLASTER 15MM EXTERNAL PLASTER 25MM

3

CO STU RE VO

SPECIFIED

Steel wire rope 6mm dia,6 strand x 19 wire core

2

06. ALL STRUCTURAL DIMENSIONS TO BE REFER FROM THE STRUCTURAL DRGS. 07. ALL MECHANICAL CUT-OUTS & SLEEVES TO BE IN CONJUNCTION WITH RESPECTIVE & RELEVANT SERVICE DRGS. PROVISION TO BE MADE FOR DAMPER SLABS IN ALL DUCT SHAFTS & CUT-OUTS ON ALL FLOORS. 08. ALL BRICK WALL WORK IS IN ENGLISH BOND UNLESS SPECIFIED. 09. ALL FULL-LENGTH WALL ARE 230MM THICK UNLESS SPECIFIED. 10. ALL PARTITION WALLS ARE 115MM THICK UNLESS SPECIFIED.

1

LVL +0.60

20

19

18

ADMIN 5.5X7.1 LVL 0.60

BACKSTAGE AREA 6X8 LVL 0.60

17

EXHIBITION ROOM 10X8 LVL +0.60

PERGOLA 3.6X4 LVL +0.60

FACULTY 5.5X7.1 LVL 0.60

OPEN DISPLAY AREA LVL +0.45

15

OPEN DISPLAY AREA 12X8 LVL +0.45

SECTION AA' Scale 1:20

13 1.50 12

8.70 ELEVATION Scale 1:20

0.30

11

PLAN Scale 1:20

LIFT 1 2.1X1.8

LOBBY 8X9.6

STAIRCASE SHAFT 6X4.5

LVL +0.60

STAIRCASE SHAFT 6X4.5

PERGOLA 5X4

10

9

8

7

6

5

4

3

13 12 11 10 9 8 72 61 5 4 3 2 1

26 25 24 23 22 21 20 19 18 17 16 15 14 Steel Ceterpiece to hold wooden treads

LIFT 1 2.1X1.8 CAFETARIA (8X6.8)(5.2X4) LVL +0.60

UP

14

LVL 0,0

LIFT 1 2.1X1.8

16

Steel plate 20x100mm

Dark Cherry wood 750x750x25mm

B

LVL 0,0

PLAN AT +02.10M

06 TO ST 07 SL W SE MA DU FL 08 EN 09 23 10 11

PRO INS

EXECUTION NOTES:

Cold Tuff Swage Button 8mm dia, 18x30mm AS PER DRGS. UNLESS OTHERWISE

AUDITORIUM 17.3X11.6 LVL 0.60

1.50

LVL 0,0

SIT BH

LEG

BR

RC

STR

CO

VO

DRA STA

NAM

Key Plan NTS PROJECT NAME :

INSTITUTION OF NATURAL SCIENCES

Dark Cherry Wood Tread 300x1500x25mm

CONCEPT : STUDYING THE BUILDING'S RESPONSE TO LIGHT IN DIFFERENT VOLUMES AND SPACES.

WOR

BALW OF A

20 mm Steel Plate Steel Base plate 900x50X15mm

SIGN

SITE : BHAVANS CAMPUS,ANDHERI

LEGEND

PRODUCED BY AN AUTODESK STUDENT VERSION

BRICK RCC STRUCTURE ABOVE COLUMN CENTER LINE VOIDS DRAWING: STAIRCASE DETAILS

ROLL NO. : 05

NAME: DIMPLE BHADRA

WORKING DRAWING BALWANT SHETH SCHOOL OF ARCHITECTURE

SIGN:

PRODUCED BY AN AUTODESK STUDENT VERSION

45

Stainless Steel Ceiling track 100x60mm

PRODUCED BY AN AUTODESK STUDENT VERSION

23

22

LIFT 1 2.1X1.8

LVL +4.60m

25

24

UP

PRODUCED BY AN AUTODESK STUDENT VERSION

26

25

UP LVL +0.60m

26

Detail at 'A' Scale 1:10

SHEET NO. 02


PRODUCED BY AN AUTODESK STUDENT VERSION

NOTES: 1) THIS D THE ARC REPROD PERMISS 2) THE C CONSTR APPROV AUTHOR

5.23 0.86

B'

1.54

1.33

0.90

c

B

JAQUAR WASH BASIN JDS-WHT-25903 0.470

0.60 EQ

E

EXHIBITION ROOM 10X8 LVL +0.60

0.60 BACKSTAGE AREA 6X8 LVL 0.60 A

PERGOLA 3.6X4 LVL +0.60 FACULTY 5.5X7.1 LVL 0.60

A

0.70

NAHNI TRAP DIA 100

OPEN DISPLAY AREA LVL +0.45

0.42

OPEN DISPLAY AREA 12X8 LVL +0.45

EQ CAFETARIA (8X6.8)(5.2X4) LVL +0.60

3.20

A'

LIFT 1 2.1X1.8

LOBBY 8X9.6

STAIRCASE SHAFT

UP

A

LIFT 1 2.1X1.8

0.60

UP

EQ

6X4.5

LVL +0.60

LIFT 1 2.1X1.8

LIFT 1 2.1X1.8

LVL 0,0

D JAQUAR WATER CLOSET CNS-WHT-755S220SPP

GENERA 01. ALL E TO BE V CONTRA COMMEN 02. ALL D UNFINIS AND OTH DIMENSI AT SITE. 03. DISC BROUGH NOTICE WORK. 04. DO N ONLY W FOLLOW 05. THIS CONJUN ARCHITE SERVICE INTERNA EXTERN

LVL +0.60 ADMIN 5.5X7.1 LVL 0.60

AUDITORIUM 17.3X11.6 LVL 0.60

MARBLE SLAB AS COUNTER TOP

LVL 0,0

STAIRCASE SHAFT 6X4.5

PERGOLA 5X4

EQ

LVL 0,0

DUSTBIN A

c

JAQUAR HEALTH FAUCET ALD-CHR-565

PLAN AT +02.10M

B

F

1.00 EQ

0.60

EXECUT AS PER SPECIFIE

0.470

1.08

B'

PLAN SCALE 1:20

NOTES: 1) THIS DRAWING IS A PROPERTY OF THE ARCHITECT AND SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. 2) THE COMMENCEMENT FOR CONSTRUCTION SUBJECT TO APPROVAL FROM ALL COMPETENT AUTHORITIES.

5.23

230 x 600 MM RCC BEAM 1.54

0.89

1.31

0.90

230 MM BB MASONARY WALL IN CM 1:6 c

B

START TILE

18MM MARBLE JAMB

0.470

0.55

15MM HIGH PRESSURE LAMINATED PANEL

ADMIN 5.5X7.1 LVL 0.60

EXHIBITION ROOM 10X8 LVL +0.60

FIXED FROST GLASS PANEL

0.60

BACKSTAGE AREA 6X8 LVL 0.60

A

PERGOLA 3.6X4 LVL +0.60 FACULTY 5.5X7.1 LVL 0.60

A

EQ

LOUVERED WINDOW CAFETARIA (8X6.8)(5.2X4) LVL +0.60

3.20

0.60

1.95

PLAN AT +02.10M

1.20

0.60

C

c

EQ

WATER PROOFING LAYER

1.95

B

0.70

6X4.5

LVL +0.60

STAIRCASE SHAFT 6X4.5

LVL 0,0

B

JAQUAR WASH BASIN JDS-WHT-25903

LIFT 1 2.1X1.8

STAIRCASE SHAFT

PERGOLA 5X4

EQ

LVL 0,0

2.70 LOBBY 8X9.6

UP

LIFT 1 2.1X1.8

LIFT 1 2.1X1.8

0.90 EQ

1.00

LIFT 1 2.1X1.8

LVL 0,0

25 MM EXTERNAL PLASTER IN CM 1:4 (SAND FACE FINISH)

1.28

0.90

OPEN DISPLAY AREA 12X8 LVL +0.45

UP

JARIA - FLOOR TILES APPHIRE K12611 00X600

GENERAL NOTES: 01. ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. 02. ALL DIMENSIONS ARE UNFINISHED AND ARE IN MM UNLESS AND OTHERWISE SPECIFIED. ALL DIMENSIONS SHOULD BE VERIFIED AT SITE. 03. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE ARCHITECT'S NOTICE BEFORE COMMENCING THE WORK. 04. DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 05. THIS DRG. TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL, STRUCTURAL & 1.20 SERVICES DRGS.

LVL +0.60

AUDITORIUM 17.3X11.6 LVL 0.60

E

EQ

OPEN DISPLAY AREA LVL +0.45

MIRROR WITH ALUMINIUM FRAME

INTERNAL PLASTER 15MM EXTERNAL PLASTER 25MM

0.95

JAQUAR WATER CLOSET CNS-WHT-963NPP

0.41 0.470

EXECUTION NOTES: 0.45 AS PER DRGS. UNLESS OTHERWISE SPECIFIED

0.15

0.15

1.08 200 MM BRICK PLANBAT COBA FILLING IN CC 1:6:12 SCALE 1:20

230 MM RUBBLE MASONRY

150 MM RAMMED EARTH KAJARIA LIGNITE CAFE

AJARIA LIGNITE CAFE

SECTION AA' SCALE 1:20

SECTION BB' SCALE 1:20 0.90

0.90

2.70

70

RIA - ROCKSTAR CAFE R

25

150 70 50 0.70

1.2

40

83

DETAIL AT 'A'

0.37 0.27

KAJARIA - LIGNITE MARFIL

DETAIL AT 'B'

DETAIL AT 'D'

DETAIL AT 'C'

ALL FIXTURES IN STAINLESS STEEL NTS

DETAIL AT 'E'

1.20

ANODIZED WINDOW FRAME

LOUVERED WINDOW

JAQUARHEALTH FAUCET ALD-CHR-565

PROJECT INSTITUTI

JAQUAR WATER CLOSET CNS-WHT-963NPP

CONCEPT STUDYIN RESPONS VOLUMES

SITE : BHAVANS

LEGEND BRICK RCC

STRUCTU COLUMN VOIDS

DRAWING: TOILET DET

NAME: DIMP

PROJECT NAME : INSTITUTION OF NATURAL SCIENCES

0.45

DETAIL AT 'F'

WORKING D

CONCEPT : STUDYING THE BUILDING'S RESPONSE TO LIGHT IN DIFFERENT VOLUMES AND SPACES.

BALWANT SH OF ARCHITE

SECTION BB' SCALE 1:20

SIGN:

SITE : BHAVANS CAMPUS,ANDHERI

PRODUCED BY AN AUTODESK STUDENT VERSION

LEGEND BRICK RCC STRUCTURE ABOVE COLUMN CENTER LINE VOIDS DRAWING: TOILET DETAILS

ROLL NO. : 05

NAME: DIMPLE BHADRA

WORKING DRAWING BALWANT SHETH SCHOOL OF ARCHITECTURE

SIGN:

PRODUCED BY AN AUTODESK STUDENT VERSION

SECTION AA' SCALE 1:20

DETAIL AT 'B'

35

START TILE

0.41

0.41

RIA - LIGNITE MARFIL

40

18MM MARBLE JAMB FIXED FROST GLASS PANEL 15MM HIGH PRESSURE LAMINATED PANEL

PRODUCED BY AN AUTODESK STUDENT VERSION

06. ALL STRUCTURAL DIMENSIONS TO BE REFER FROM THE STRUCTURAL DRGS. 07. ALL MECHANICAL CUT-OUTS & SLEEVES TO BE IN CONJUNCTION WITH RESPECTIVE & RELEVANT SERVICE DRGS. PROVISION TO BE MADE FOR DAMPER SLABS IN ALL DUCT SHAFTS & CUT-OUTS ON ALL FLOORS. 08. ALL BRICK WALL WORK IS IN ENGLISH BOND UNLESS SPECIFIED. 09. ALL FULL-LENGTH WALL ARE 230MM THICK UNLESS SPECIFIED. 10. ALL PARTITION WALLS ARE 115MM THICK UNLESS SPECIFIED.

25 SCREEDING IN CM 1:4

START TILE

06. ALL S TO BE R STRUCT 07. ALL M SLEEVES WITH RE SERVICE MADE FO DUCT SH FLOORS 08. ALL B ENGLISH 09. ALL F 230MM T 10. ALL P 115MM T

PRODUCED BY AN AUTODESK STUDENT VERSION

SHEET NO. 01

46


B.1

Kala Ghoda Arts Festival

Theme - Thread | Khuli Kitaab | 2020

Memory is the faculty of the human brain to rewind back in time and draw on experiences and induce nostalgia. One of the most vivid memories one has is the memory associated with play. Connecting over fun and play is an association that doesn’t need the barrier of age, culture, religion and language. Travelling back in time is like opening the virtual book of memory where every page opens up to bring out an experience. The installation proposed is like a book of memory where the pages have been themed according one vivid memory we can easily associate with and memories so common that one might locate oneself as a protagonist of the story of the book and easily feel a part of it.

1.

2.

1. Invitation to the virtual book of memory, the Khuli Kitaab. 2. The cycle wheel can be associated to the first time somebody rode a bicycle, the journey of someone’s hardwork, the trrring- trrring of the famous idli-wada uncle or the dabbawalaas of Mumbai. 3. Jhulaas made of tire and rope hang from the canopy that weaves the pages together.

3.

4. On turning the page, paper boats woven in thread remind one of the intangible joy of paper boat races in tiny puddles. 5. X’S and O’s are a passtime for some often reminding one of school blackboards and last pages of notebooks.

Group members Aashita Jain, Bhavya Vohra, Dimple Bhadra, Dhun Mehta, Drashti Morbia, Rimshi Agarwal, Varun Vashi, Virakti Ajmera 47

4.

5.


48


B.2 Patterns of Exchange in Nature

Annual exhibit at NMIMS BSSA | 2016

BIOLUMINESCENCE - DINOFLAGELLATE

The Dinoflagellate is a marine unicellular microorgansim which glows in the dark. When there is mechanical disturbance near the organism it causes restricted mechanical deformation in the cell membrane thereby releasing neurotransmitters. These are then received by neuroreceptors near the vacuolar membrane which causes it to vibrate vigorously making it an excited region. Due to the absence of cholesterol (which provides resistance to deformation in the cell membrane), the vacuolar membrane starts deforming mechanically causing the ion channels in it to rapidly open and close. These channels open to a certain extent so as to only allow protons to pass through and pushes the rest of the molecules out. When the ion channels open the expand latitudinally and contract longitudinally and the vice versa. once the proton passes through the membrane into the vacuole where the bioluminescence reaction takes place and light flashes out. A similar mechanism is worked out to mimic the natural process of exchange as seen in the microorganism. Individual modules are reinterpreted and replicated to form the skin of a canopy that allows filtration of light passing through it.

Group Members Nishiki Varma, Aashita Jain, Richa Gupta, Ishita Patel, Dimple Bhadra 49


50


C.1 The Jord

REINEBRINGEN, NORWAY

‘Jord’ translates to Earth. The idea is to look at the concept of a modern home to be extremely ‘centric’ to one self ,physically and philosophically. In times like today when our connect to ourselves is vaporising, one must be the habitant of a place that exposes them to nature in purity as well as creates an opportunity to reflect and reconnect with ourselves. The house, as a form, reacquaints you with raw nature because of the bare rocks on courtyard, the hot springs etc and it also makes you self aware about your actions by encouraging lesser carbon footprint and so use of ecofriendly energy resources like wind, sun, rain etc. As a design, it is inspired from the idea of a core (yourself) and everything you do around it as being a reflection of your core. Hence the centrally placed recreational area allows the user to draw themselves back inward after all other tasks. There is a constant connect with yourself and nature, yet by being connected to the other members of the house. About the relevance to the site, the neighboring houses around the area are all red and single storey with sloping roofs. To make sure there was no detachment or exclusivity, the material used in this design too continues the fabric of the traditional surroundings.

Group Members Juhi Mody, Dimple Bhadra Competition entry for ‘The House’ by Archdais. 51


52


C.2 Rethinking Urban Spaces

Proposed site: Vashi,Navi Mumbai

The aim is to provide a modular structure for the residents of a low income housing community. The main concept behind the form is provision of modular structures in such a way that maximum interaction takes place between the residents of the housing communities. Each resident has their own living space, with their own privatized balconies and also involvement of a common gathering space within each floor so that the families residing can gather together and interact within the space. The derivation of the organic community space is derived from the main pressure points of how people generally interact within common spaces, so as to retain these trigger points within the community. The site which we have chosen is Vashi Gaon in Navi Mumbai, India which fulfills all the required criteria of our proposed modular housing.

Negtiation

MODULE 1

Group Members Pranjali Gole, Reine Fernandes, Dimple Bhadra Competition entry for ‘Micro-Housing’ by Volume Zero. 53

MODULE 2


PLAN Plan1 1

PLAN 2

Plan 2

Axonometric view of the proposed community NTS

ns between the open spaces and the residential units

PLAN 3

Plan 3

MODULE 3

MODULE 4

PLAN Plan4

4

54


C.3 Re - Play The design is based on patterns seen in nature namely ocean currents, movements in the tectonic plates and the wind flow. The form is derived by studying the fluid nature of these elements. Since it is a barrier free design the garden caters to all age groups. The garden allows visitors a wide range of sensory experiences. Materials to be used are proposed to be sustainable so as to blend with the natural surroundings.

Awarded the 1st place. Group members Dushyant Wagh, Aaditya Samant, Dimple Bhadra, Kainaz Sukhia. 55


SECTION

56


D.1 Mathematics of Folding This summer school held by Ar. Ripple Patel, explored ways to create assemblies of convex nodal geometries through various techniques of curve, crease and folding using softwares like Autodesk Maya and Rhinoceros 3D.

D.2 Experimental Design The elective subject conducted by Ar. Bhavleen Narula, explored the experimental patterns formed by drops of paints using different mediums under a few set parameters.

57


58


D.3 Digital Explorations Softwares used: Rhinoceros 3D, Grasshopper, Photoshop 3D, Blender.

Model Making Models made at different scales and materials such as Fabric, wood, sunboard, paper, Plaster of paris, sticks etc.

59


60


E.1 Teaching Assistant Typography

This was an elective subject for the students of second year at Centre of Interior Environment & Design, NMIMS BSSA conducted by Prof. Ranjit Dahiya. The studio focused on understanding different font styles, font families and working with them. The students were expected to make posters and logos at the end of the term. They went through iterative process of making designs primarily using fonts in a way that reflects their personality of style of working. Alongside are some of the works done by students during the studio.

61


62


F.1 Working Drawings

1

4

3

2

W1

8

7

W1

10

9

11

W1

85

3601 85

C1

BLDG ABV

3315

C3

C2

1654

85

2587

C5

C4

C6

AB SALEM ROAD

4128

ROOM 1

ROOM 2

3150

F2 S1

5

T

W1 C1 F1 S1

D1

C17

SEATING

692

7232

W1 C1

2

3

C31

1950

PRO GRO

W1 C1 F1 S1 1230

862

1

C32

4969

2858

+0.45 M

STEP 3

F1 S1

F

D2

C18

ART GALLERY

-0.45 M

W

D1

SEATING

5453

4

C30

F1 S1

EXISTING STRUCTURE G+2

D2

STEP 4

2139

W1 C1

BLDG ABV

ERNAKULAM BACK WATERS

C25

1:100 IT DETERMINES THE EXACT LOCATION OF THE BUILDING PLACEMENT ON SITE. IT DEFINES THE LOCATION OF THE EXISTING TREES, WELLS, DITCHES, DEPRESSIONS, LEVELS, EXISTING STRUCTURES AND ABUTTING STRUCTURES ON SITE. PLAIN FLAT GROUND. IT ENABLES THE CONTRACTOR TO FILL UP THE TENDER IN CONJUNCTION WITH ALL THE 11 6 M TENDER DRAWINGS AND DOCUMENTS. C29 7000 THE OPEN AREA AROUND THE BUILT UP PLINTH AREA HELPS IN ACCESSING THE POSSIBILITY OF PUTTING UP SITE TO THE CONTRACTOR.

BLDG ABOVE 3 4 5

C16

3885

N ROAD JEW TOW 5M WIDE

AL ROAD

1904

2

1

2738

1458 675

W1 C1 F1 S1

C15

C14

W1 C1

603

C13 ART GALLERY +0.45 M

2. PROPOSED SITE PLAN

TOILET

W1 C1 F2 S1

D2

1431

PLOT UNDER REFERENCE

W1 C1 F2 S1

D2

1179

BLDG ABV

PROPOSED SITE

108

C7

4519 550

TOILET

UP

ERNAKULAM BACK WATERS

AREA 344sqm

612

STAIRCASE 1

REET

JEWS ST

E INTERN

W1

5601

3181

1752

610

TOILET

1:500 IT DETERMINES THE LOCATION OF THE C SITE WITH REFERENCE TO ROADS AND LANDMARKS. IT ALSO DETERMINESETHE WIDTH OF THE ROADS, STREETS AND THE LANES FOR F THE LOADING THE ACCESSIBILITY OF TRUCKS AND EQUIPMENTS. J LOADING VEHICLES TAKE MORE NUMBER OF ROUNDS IN SMALLER PLOTS, ADDING TO THE COST. K

OPEN GROUND

3.8M WID

W2

1334

1. LOCATION PLAN

EXISTING STRUCTURE G+2

13

3717

3303

5349

B

OPEN GROUND

12

W2

42248

A

C33

2587

C34

3717

STEP 2

UP

+0.00 M

5601

5

2

1:100 IT IS A PLAN FOR PLOTTING EXACT LOCATION OF COLUMNS IN CONJUNCTION WITH CENTER LINES AND ITS DIMENSIONS FOR EXECUTION OF FOUNDATION.

W1

1 2 3

4

12

11

W2

13

3.8M INT

S SC

W3 42248

4968

C3

2587

3717

C5

85

5601

C6

108

C7

1572

255

C40

TOILET

D2

TOILET

610

612

W1 C1 F2 S1

D2

1720

W1 C1 F2 S1

C14

1770

5

BLDG BELOW 6 7 8 9 10

1458

E

ART GALLERY +3.00 M

F 675

BLDG ABV

C17

C18

LOBBY

J

CAFETERIA +3.45 M

+5.37 M

1

4654

2900

3304

M

UP

9350

STAIRCASE 7

ART GALLERY +4.05 M

1 2

3

C31

4 5

6

7

8

9

10 11

12

7 6

C32

4969

C33

2587

4

5

3

2

1

C34

3717

5601

PROPOSED ART GALLERY GROUND + TWO UPPER

1430

1817

2000

3000

W1 C1 F1 S1

STAIRCASE 6

3 2

UP

4

3885

3500

5

W1 C1 F1 S1

ROOF ABV

6

STAIRCASE 8

K

ERNAKULAM BACK WATERS

PLAN AT +0.45 M SCALE 1:50

13

17 16 15 14 13 12 11

C13

BUILDING LINE

10

8

7

W1

5

UP

787 962

4

3

31

METHOD ADOPTED: 1. TRIANGULATION WITH ANGLES AND OFFSETS. REFERENCE POINTS TAKEN FROM EXISTING 3601 COMPOUND WALL. 85 C2

C

A

11

10

DN

STAIRCASE 9

2000 METHODOLOGY OF SETTING OUT PLAN: 1. TRIANGULATIONA WITH ANGLES AND OFFSETS. 2. GRID SYSTEM WITH ANGLES AND OFFSETS. 3. COORDINATE SYSTEM. B

8

WHERE THERE ARE NO BENCHMARKS ON OR NEAR THE SITE, A SUITABLE DATUM MUST BE ESTABLISHED. A TEMPORARY BENCHMARK COULD BE A POST SET UP ON SITE.

INTERSECTION OF TWO CENTER LINES ARE DEFINING THE EXACT LOCATION OF THE COLUMN. SO LOCATION OF FOUNDATION IS DEFINED

LOCATION PLAN SCALE 1:500

6

1572

3.SETTING OUT PLAN

8

11

10

W3

13

PLAN AT +4.70 M SCALE 1:50

3313 K 4761

A

C

J

2000

M

1196

+0.00 M LEVEL 5 + 6. 00M WATER PROOFING LAYER 230 x 250 MM RCC BEAM

71

C35

43602

19

VIEWING DECK +6.00 M

1451

6550

14

3.8M WIDE INTERNAL ROAD

1000

TOILET +3.00 M

9000

VIEWING DECK + 3.00 M 300 x 300 CERAMIC TILES 1325

230 MM BB MASONARY WALL IN CM 1:6

6000

420

LEVEL 4 +3.00 M

SETTING OUT PLAN AT +0.45 M SCALE 1:50

25 SCREEDING IN CM 1:4 230 x 250 MM RCC BEAM TOILET +0.45 M

LEVEL 3 + 0.45 M

450

420

3000

EXHIBITION AREA +0.45 M

230 x 450 MM RCC PLINTH BEAM

WEST ELEVATION SCALE 1:50

K

M

A

C

J

SECTION BB' SCALE 1:50 1

4

3

2

W1

W1

8

7

10

9

11

W1

12

W2

13

W2

W1

14

15

W1

19

W2

W2

22

W1

26

W3

29

42248 5349

C1

3315

3601 85

C3

C2

85

1654

C4

2587

C6

B

C7

1334

612

550

TOILET

108

4434

C8

4339

93

601

4026

C11

C10

C12

863

434

4128 636

3226

C9

1179 4519

610

TOILET

5601

3717

C5

W1 C1

W1 C1

F1 S1

F1 S1

W1 C1 750

F1 S1

075

85

BLDG ABV

G ABV

A

1752

63


2075

2

1693

1

2727

C26

8000

STEP 1

3271

+0.45 M

C36

C37

10 9

C38

4652

4002

12

I

L

8

7 6

J

5 4

3882

2

3

1

230 3

C39

2

1

F

M

2450

86

14

21

20

18

17

16

24

27

25

30

28

150 MM BB MASONARY WALL 22

C9

1 2

3

4 5

C10 25 MM THK DAMP PROOF COURSE

BLDG ABV

7 8 9

6

6

4

5

2

3

25 MM THK DAMP PROOF COURSE

1

C23

150 230

C22

RCC FOOTING

C21

230

C19 CC FOOTING

C24

4X

1693

500

4X

500

DN

DN

EXHIBITION AREA +4.7 M W1 C1 F1 S1

D

230x400mm COLUMN IN CC 1:2:4

W1 C1 F1 S1

G 4085

RCC FOOTING

H

C37

3072

12 11 10 9

13

C38

4652

8

7 6

4

5

3

2

1

COLUMN CENTER LINE

PROJECT NAME : ART EXHIBITION + LODGING, FORT KOCHI, KOCHI

4002

CONCENTRIC FOUNDATION

230 MM THK BB MASONRY COMPOUND WALL

2T 150

150 MM THK MURRUM

LEGEND : BRICK WALL RCC

RCC FOOTING MASS CEMENT CONCRETE BED FOUNDATION IN CC 1:3:6

2T 150

230 MM THK RUBBLE SOLING 150 MM THK MURRUM

COLUMN CENTER LINE PRECAST CONCRETE

FOUNDATION SECTIONS NAME: DIMPLE BHADRA

COMPOUND WALL SECTION WITH ECCENTRIC FOOTING

ROLL NO. : 05

COMPOUND WALL SECTION WITH CONCENTRIC FOOTING

BALWANT SHETH SCHOOL OF ARCHITECTURE

N

SHEET NO. 03 SIGN:

WORKING DRAWING

86

ROLL NO. : 05

SCALE 1:50 WORKING DRAWING

SCALE 1:50

2450

SITE : RECTANGULAR SITE, JEW TOWN ROAD, MATTANCHERRY.

PLAN AT +0.45 M AND PLAN AT +4.7 M NAME: DIMPLE BHADRA

M

CONCEPT : STUDYING HOW DIFFERENT LEVELS CREATE DIFFERENT EXPERIENCES WITH RELATION TO THE HORIZON LINE. REFLECTING THE DIFFERENT VANTAGES CREATED DUE TO VARYING STREET WIDTHS IN THE TOWN.

PCC COPING 25 MM THK EXTERNAL PLASTER IN CM 1:4

230 MM THK RUBBLE SOLING

PRECAST CONCRETE

L

C39

3882

COLUMN SECTION DETAIL OF SUNKEN SLAB WITH PCC AND I SOLATED CONCENTRIC FOOTING SECTION DD'

RCC FOOTING MASS CEMENT CONCRETE BED FOUNDATION IN CC 1:3:6

RCC

SECTION CC'

STAIRCASE 2

25 24 23 22 21 20 19 18 17 16 15 14

C36

2928

ECCENTRIC FOUNDATION DN

DN 17 16 15 14 13 12 11 10

C35

C28

DN

ECCENTRIC FOUNDATION

DRY RUBBLE SOLING

C27

SECTION BB'

BLDG BELOW

SECTION AA'

06. ALL STRUCTURAL DIMENSIONS TO BE REFER FROM THE STRUCTURAL DRGS. 07. FOR ALL CIVIC DETAILS REFER RESPECTIVE DRGS. REFER WALL SECTION DRGS. FOR EXECUTION. 09. FOR ALL DOORS AND WINDOWS REFER TO ALL DOOR WINDOW SCHEDULE DRGS. 10. ALL MECHANICAL CUT-OUTS & SLEEVES TO BE IN CONJUNCTION WITH RESPECTIVE & RELEVANT SERVICE DRGS. PROVISION TO BE MADE FOR DAMPER SLABS IN ALL DUCT SHAFTS & CUT-OUTS ON ALL FLOORS. 11. ALL BRICK WORK IS IN ENGLISH BOND UNLESS SPECIFIED. 12. ALL EXTERNAL WALLS ARE 1 BRICK THICK UNLESS SPECIFIED. 13. ALL PARTITION WALLS ARE21 BRICK THICK UNLESS SPECIFIED.

PCC BED FOUNDATION

LEGEND : BRICK WALL

I

PCC BED FOUNDATION

DRY RUBBLE SOLING

BLE SOLING

EXECUTION NOTES: AS PER DRGS. UNLESS OTHERWISE SPECIFIED

RCC FOOTING

DRY RUBBLE SOLING

SITE : 230TOWN MM THK BB MASONRY RECTANGULAR SITE, JEW COMPOUND WALL ROAD, MATTANCHERRY.

3271

2727 PCC BED FOUNDATION

C26

OUNDATION

06. ALL STRUCTURAL DIMENSIONS TO BE REFER FROM THE STRUCTURAL DRGS. 07. FOR ALL CIVIC DETAILS REFER RESPECTIVE DRGS. REFER WALL SECTION DRGS. FOR EXECUTION. 09. FOR ALL DOORS AND WINDOWS REFER TO ALL DOOR WINDOW SCHEDULE DRGS. 10. ALL MECHANICAL CUT-OUTS & SLEEVES TO BE IN CONJUNCTION WITH RESPECTIVE & RELEVANT SERVICE DRGS. PROVISION TO BE MADE FOR DAMPER SLABS IN ALL DUCT SHAFTS & CUT-OUTS ON ALL FLOORS. 11. ALL BRICK WORK IS IN ENGLISH BOND UNLESS SPECIFIED. 12. ALL EXTERNAL WALLS ARE 1 BRICK THICK UNLESS SPECIFIED. 13. ALL PARTITION WALLS ARE21 BRICK THICK UNLESS SPECIFIED.

4X

CONCEPT : STUDYING HOW DIFFERENT LEVELS CREATE DIFFERENT EXPERIENCES WITH RELATION TO THE HORIZON PCC COPING LINE. 25 MM THK EXTERNAL REFLECTING THE DIFFERENT VANTAGES CREATED DUE TO PLASTER IN CM 1:4 VARYING STREET WIDTHS IN THE TOWN.

2075

EXHIBITION AREA +3.45 M

230x400mm COLUMN IN CC 1:2:4

4X

A

RCC PLINTH BEAM

150

STAIRCASE 5

STAIRCASE 4

230x400mm N IN CC 1:2:4

230x400mm COLUMN IN CC 1:2:4 4X

PROJECT NAME : ART EXHIBITION + LODGING, FORT KOCHI, KOCHI

C12

RCC PLINTH BEAM

LINTH BEAM

RCC PLINTH BEAM

+0.45 M

10 MM THK VITRIFIED TILES 4026

C11

7

8

29

+0.45 M

3226

500

93

AMPC8PROOF COURSE

26

10 MM THK VITRIFIED TILES 4339

4434

150

+0.45 M

HK VITRIFIED TILES

230

19

15

8000

MASONARY WALL 14

23

25 MM THK DAMP PROOF COURSE

EXECUTION NOTES: AS PER DRGS. UNLESS OTHERWISE SPECIFIED

1220 920

UP

M

3072

1928

STAIRCASE 3

1

C28

400

230

2928

3 2

230 1390 860

1390 860

400

1631

C35

4

6 5

1220 920

STAIRCASE 2

974

C27

1220 920

H

10 MM THK VITRIFIED TILES

300

1555

DN

4085

GENERAL NOTES: 01. ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. 02. ALL DIMENSIONS ARE UNFINISHED AND ARE IN MM UNLESS AND OTHERWISE SPECIFIED. ALL DIMENSIONS SHOULD BE VERIFIED AT SITE. 03. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE ARCHITECT'S NOTICE BEFORE COMMENCING THE WORK. 04. DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 05. THIS DRG. TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL, STRUCTURAL & SERVICES DRGS. INTERNAL PLASTER 15MM EXTERNAL PLASTER 25MM

+0.45 M

150 150 350 230

BLDG ABV

G

SEATING

C22

TYPICAL FOUNDATION DETAILS

C21

400

D1

C20

BLDG ABV

C24

C23

D1

C19

D3

D

500 230 150

D2

Y

4X

+0.00 M

1653

45° 150

F2 S1

RECEPTION AREA

300

3323

W1 C1

Y

F1 S1

Y

TOILET

1390 860

F2 S1

750

X

3725

W1 C1

150

3521

F1 S1

NOTES: 1) THIS DRAWING IS A PROPERTY OF THE ARCHITECT AND SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. 2) THE COMMENCEMENT FOR CONSTRUCTION SUBJECT TO APPROVAL FROM ALL COMPETENT AUTHORITIES.

GENERAL NOTES: 01. ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. 02. ALL DIMENSIONS ARE UNFINISHED AND ARE IN MM BRICK MASONRY WALL UNLESS AND OTHERWISE SPECIFIED. ALL DIMENSIONS SHOULD BE VERIFIED AT SITE. 03. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE SUNKEN SLAB ARCHITECT'S NOTICE BEFORE COMMENCING THE WORK. 04. DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 05. THIS DRG. TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL, STRUCTURAL & BRICKDRGS. BAT COBA IN CC SERVICES 1:6:12 INTERNAL PLASTER 15MM EXTERNAL PLASTER 25MM

A

W1 C1

W1 C1

ROOM4

ROOM 3

D2

161

C12

500

150

F1 S1

TOILET

F2 S1

C11

863

W1 C1

W1 C1

29

W3

4026

C10

434

601

TOILET

26

350

C9

636

W1

3226

150 230

93

C8

22

W2

4339

150

19

W2

4434

500 230 150

W1

150

15

Y

14

NOTES: 1) THIS DRAWING IS A PROPERTY OF THE ARCHITECT AND SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. 2) THE COMMENCEMENT FOR CONSTRUCTION SUBJECT TO APPROVAL FROM ALL COMPETENT AUTHORITIES.

23 - 04 - 2019

BALWANT SHETH SCHOOL OF ARCHITECTURE

N

150

10mm THK VITRIFIED ANTI-SKID TILES CAFETERIA +3.45 M

10mm THK VITRI10mm THK VITRIFIED ANTI-SKID TILES FIED ANTI-SKID TILES

17

10mm THK VITRI10mm THK VITRIFIED ANTI-SKID TILES FIED ANTI-SKID TILES

911 a) 2732 b) 3195

3

14

10mm THK VITRI10mm THK VITRIFIED ANTI-SKID TILES FIED ANTI-SKID TILES

VARIES a) 3564 b) 3614

3

9

10mm THK VITRI10mm THK VITRIFIED ANTI-SKID TILES FIED ANTI-SKID TILES

900

5

13

10mm THK VITRI10mm THK VITRIFIED ANTI-SKID TILES FIED ANTI-SKID TILES

12

10mm THK VITRI10mm THK VITRIFIED ANTI-SKID TILES FIED ANTI-SKID TILES

8000 X 300 STRAIGHT

170

150

300

300

STEP 2 3 STAIRCASE

STRAIGHT 5601 x 300

170 150

300

300

STEP 3 4 STAIRCASE

a) 1984 x 300 STRAIGHT b) 2124 x 300

150 150 300

300 900

600

STEP 4 STAIRCASE 5 (stepped ramp)

a) 2124 x 1500 STRAIGHT b) 3990 x 3104

150

150

300

STEP 5 STAIRCASE 6

a) 1077 x 900 STRAIGHT b) 1714 x 900

160

STEP 6 STAIRCASE 7

3203 X 300 STRAIGHT

160

150 150

300

a) 1861 b) 2962 a) 1920 b) 1242

3

b) 2482 2860 a) 1655

300

300

b) 2365

7

SINCE THE STEPS ARE TAPERING THE TREAD VARIES WITH EACH FOR THE FIRST AND LAST STEP ARE a)DIMENSIONS 896 300 STEP,HENCE THE 10mm THK VITRISTAIRCASE 8 STRAIGHT 150 6 MENTIONED.

10mm THK VITRIFIED ANTI-SKID TILES

b) 1603

10mm THK VITRIFIED ANTI-SKID TILES

DOOR WINDOW SCHEDULE 180 STRAIGHT

STAIRCASE 9

D = DOOR

SAND FACE PLASTER FINISH IN CMVITRI1:4 10mm THK

FIED ANTI-SKID TILES

TYPE

D1

4

TABLE FOR FINISHES :

8

D2

KADAPPA STONE

F1 - FLOORING

AL FRAME LOUVRED WINDOW 1500 600 10MM x 600 THK CERAMIC 8 ANTI-SKID TILESWITH ADJUSTABLE PANEL AND LOCKING DEVICE 100MM HIGH MATCHING THE FLOOR FINISH. AL FRAME SLIDING WINDOW WITH TWO PANELS AND 1000 x 1500 5 2100MM1500 HIGH 10MM THK CERAMIC GLAZED TILES LOCKING DEVICE AL FRAME SLIDING WINDOW WITH THREE PANELS AND 6 2700 x 1600 850 LOCKING DEVICE

F2 - FLOORING W1 S1 - SKIRTING W2

D - DADO

W3

4

3

31

10

8

7

12

11

13

4

5

6 7

8

85

4968

22

C2

C3

1 2 4339

3226

C10

3

2587

4 5

6

3717

29

7 4026

C11

Y

150

TYPICAL DETAILS 10mm THK FOUNDATION VITRIFIED ANTI-SKID TILES

1

10mm THK VITRIFIED ANTI-SKID TILES 1220 10mm THK VITRI920 FIED ANTI-SKID TILES

3

M

W = WINDOW

(mm)

1180 x 2100

-

700 x 2100

-

1180 x 2100

-

4X

600 x 600

1500

1500 x 1500

1000

2700 x 1600

850

4X

SECTION AA'

AL FRAME LOUVRED WINDOW WITH ADJUSTABLE PANEL AND LOCKING DEVICE RCC FOOTING AL FRAME SLIDING WINDOW WITH TWO PANELS AND LOCKING DEVICE PCC BED FOUNDATION AL FRAME SLIDING WINDOW DRY RUBBLE WITH THREE PANELSSOLING AND LOCKING DEVICE

22

C12

5601

C6 1

C7 2

3

4

5

108

4434

C9 C8 PROJECT NAME : 2 3 4 5 6 7 8 9+ LODGING, ART 1EXHIBITION FORT KOCHI, KOCHI 93

4339

3226

4026

C11

C10 8

7

6

5

4

3

2

J

C12

MM THK VITRIFIED OTHERWISE10 SPECIFIED TILES 06. ALL STRUCTURAL DIMENSIONS TO BE REFER THE PROOF 25 MMFROM THK DAMP STRUCTURAL DRGS. COURSE 07. FOR ALL CIVIC DETAILS REFER RCC PLINTH BEAM RESPECTIVE DRGS. REFER WALL SECTION DRGS. FOR EXECUTION. 09. FOR ALL DOORS AND 230x400mm WINDOWS REFER TO ALL DOOR COLUMN IN CC 1:2:4 WINDOW SCHEDULE DRGS.

10. ALL MECHANICAL CUT-OUTS & SLEEVES TO BE IN CONJUNCTION WITH RESPECTIVE & RELEVANT SERVICE DRGS. PROVISION TO BE MADE FOR DAMPER SLABS IN ALL RCC FOOTING DUCT SHAFTS & CUT-OUTS ON ALL FLOORS. 11. ALL BRICK WORK IS IN PCC BED FOUNDATION ENGLISH BOND UNLESS SPECIFIED.DRY RUBBLE SOLING 12. ALL EXTERNAL WALLS ARE 1 BRICK THICK UNLESS SPECIFIED. SECTION BB' 13. ALL PARTITION WALLS ARE21 ECCENTRIC FOUNDATION BRICK THICK UNLESS SPECIFIED.

A

1

BRICK BAT COBA IN CC 1:6:12

12 1220 920 230

F

EXECUTION NOTES:

PROJECT NAME : ART EXHIBITION + LODGING, FORT KOCHI, KOCHI

29

26

GENERAL NOTES: 01. ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. 02. ALL DIMENSIONS ARE UNFINISHED AND ARE IN MM UNLESS AND OTHERWISE SPECIFIED. ALL DIMENSIONS SHOULD BE VERIFIED AT SITE. 03. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE ARCHITECT'S NOTICE BEFORE COMMENCING THE WORK. 04. DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 05. THIS DRG. TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL, STRUCTURAL & SERVICES DRGS. INTERNAL PLASTER 15MM EXTERNAL PLASTER 25MM

AS PER DRGS. UNLESS +0.45 M

DESCRIPTION 10 MM THK VITRIFIED TILES POLISHED TEAKWOOD FRAME 25 MM THK DAMP PROOF WITH LAMINATE FINISH COURSE DOOR. RCC PLINTH BEAM POLISHED TEAKWOOD FRAME WITH LAMINATE FINISH DOOR. 230x400mm IN CC 1:2:4 GLASS DOOR SINGLECOLUMN PANEL TOUGHENED

ECCENTRIC FOUNDATION

19

15

SILL +0.45 M

MEASUREMENT L x H (mm)

S

D

VIEWING DECK + 6.00 M

ST

C9

C5

26

85

9 10 11 12 13 14 15

4434

UP

787

1 2 3

STEP 5

93

DN

STAIRCASE

C8 2

19

15

5601

1572

14

B 42248

108

3

2075

3601

13

C7

300 300

42248

A 12

A 3717

5601 x 300

INTERNAL PLASTER 15MM NO. EXTERNAL PLASTER 25MM TYPE 10 MM THK VITRIFIED TILES EXECUTION NOTES: AS PER DRGS. UNLESS 25 MM THK D1DAMP PROOF 4 OTHERWISE SPECIFIED COURSE

14

2000

150

GENERAL NOTES: 01. ALL EXISTING GROUND LEVELS 1220 a) 1984 x 300 150 920 600 3 TO BESTEP VERIFIED BY THE 3 b) 2124 x 300 CONTRACTOR BEFORE COMMENCING THE WORK. 230 a) 2124 x 1500 10mm THK VITRISTEP 4 02. ALL DIMENSIONS ARE 150 3 VARIES FIED ANTI-SKID TILES (stepped ramp) UNFINISHED AND ARE IN MM b) 3990 x 3104 UNLESS AND OTHERWISE 230 a) 1077 x 900 10mm THK VITRISPECIFIED. 900 5 150 STEP ALL 5 DIMENSIONS FIED ANTI-SKID TILES SHOULD BE VERIFIED AT SITE.b) 1714 x 900 03. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE 10mm THK VITRI3203 X 300 300 STEP 6 150 7 ARCHITECT'S NOTICE BEFORE FIED ANTI-SKID TILES COMMENCING THE WORK. 04. DO NOT SCALE SINCE THE STEPSTHE AREDRAWING. TAPERING THE TREAD VARIES WITH EACH STEP,HENCE THE DIMENSIONS FOR THE FIRST AND LAST STEP ARE ONLY WRITTEN DIMENSIONS TO BE MENTIONED. FOLLOWED. 05. THIS DRG. TO BE READ IN DOOR WINDOW SCHEDULE CONJUNCTION WITH RELEVANT 150 MM BB MASONARY MM BB MASONARY ARCHITECTURAL,150 STRUCTURAL & WALL SERVICES DRGS. D = DOORWALL

06. ALL STRUCTURAL DIMENSIONS RCC PLINTH BEAM TO BE REFER FROM THE STRUCTURAL DRGS. D2 8 07. FOR ALL CIVIC DETAILS REFER RESPECTIVE DRGS. 230x400mm REFER WALL SECTION DRGS.IN FOR COLUMN CC 1:2:4 EXECUTION. 1 D2 09. FOR ALL DOORS AND WINDOWS REFER TO ALL DOOR WINDOW SCHEDULE DRGS. W1 10. ALL MECHANICAL CUT-OUTS & 8 SLEEVES TO BE IN CONJUNCTION RCC FOOTING WITH RESPECTIVE & RELEVANT SERVICE DRGS. PROVISION W2 TO BE 5 MADE FOR DAMPER SLABS IN ALL PCC BED FOUNDATION DUCT SHAFTS & CUT-OUTS ON ALL FLOORS. DRY RUBBLE SOLING W3 6 11. ALL BRICK WORK IS IN ENGLISH BOND UNLESS SPECIFIED. 12. ALL EXTERNAL WALLS ARE 1 BRICK THICK UNLESS SPECIFIED. 13. ALL PARTITION WALLS ARE21 BRICK THICK UNLESS SPECIFIED.

POLISHED TEAKWOOD FRAME WITH LAMINATE FINISH DOOR.

-

1180 x 2100

DESCRIPTION

POLISHED TEAKWOOD FRAME 700 x 2100 WITH LAMINATE FINISH DOOR. FINISHED BY PLASTERED AND PAINTED. SINGLE PANEL TOUGHENED GLASS DOOR 1180BY x 2100 1 FINISHED PLASTERED AND PAINTED.

D2

W1 - WALL C1 - CEILING

SILL (mm)

MEASUREMENT L x H (mm)

10mm THK VITRIFIED ANTI-SKID TILES

15

b) 1940

W = WINDOW

NO.

FIED ANTI-SKID TILES

a) 1488

300

150

2

SUNKEN SLAB

+0.45 M

PC 25 MM THK E PLASTER

4X

500

FIED ANTI-SKID TILES

34

3

STEP 1 2 STAIRCASE

STEP 2

FINISHING MATERIAL

BRICK MASONRY WALL

150

EXHIBITION AREA 10mm +4.7THK M VITRI-

FINISHING 10mm THK VITRIMATERIAL FIED ANTI-SKID TILES

17

NO.

Y NOTES: 1) THIS DRAWING IS A PROPERTY OF THE ARCHITECT AND SHALL 4X NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. 2) THE COMMENCEMENT FOR CONSTRUCTION SUBJECT TO APPROVAL FROM ALL COMPETENT AUTHORITIES.

CONCEPT : STUDYING HOW DIFFERENT LEVELS

230 MM THK BB COMPO 230

10mm THK VITRIFIED ANTI-SKID TILES

NO.

1674

TREAD (mm)

1390 860

MULTIPURPOSE AREA

+6.23 10mm THKMVITRIFIED ANTI-SKID TILES

TREAD (mm)

300

RISER (mm)

500

FIED ANTI-SKID TILES

10mm THK VITRIFIED ANTI-SKID TILES

RISER 150 (mm)

NOTES: 1) THIS DRAWING IS A PROPERTY STEP TYPE OF THE ARCHITECT AND SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. 2) THE COMMENCEMENT FOR STEP 1 CONSTRUCTION SUBJECT TO 8000 X 300 APPROVAL FROM ALL COMPETENT AUTHORITIES.

150 230

MATERIAL

EXHIBITION AREA ROOF +7.73 10mm THKMVITRI-

FINISHING MATERIAL

NO.

Y

400

STEP DOG - LEGGED

TYPE STAIRCASE 1

FINISHING GLASS SKYLIGHT

TREAD LENGTH (mm)

TREAD WIDTH (mm)

RISER (mm)

TYPE

45° 150

23 - 04 - 2019

1390 860

STEPS TYPESCHEDULE

MULTIPURPOSE AREA ROOF +9.26 M

Y

X

STEPS SCHEDULE

400

SHEET NO. 04 SIGN:

STAIRCASE SCHEDULE

1390 860

30

28

500

27

25

500

24

150

23

230

21

20

17

150

16

400

14

RCC MASS CEMENT CONC FOUNDATION

230 MM THK RUBB

150 MM THK

SECTION CC' CONCENTRIC FOUNDATION

CO

64


F.2 Documentations

65


66


B.Arch | Balwant Sheth School Of Architecture ‘2021 dimplebhadra99@gmail.com


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