PORTFOLIO by Zahra Bagasrawala

A NUANCED ENQUIRY PORTFOLIO

ZAHRA BAGASRAWALA SE E E D W O R K S 2 2 1- 23 0 CT L

My name is Zahra Bagasrawala and I am currently studying in the 4th year at School of Environment and Architecture, Mumbai. For me the threshold of architecture stretches much beyond just space - making. Space itself is both a physical and a symbolic element of society and thus it is a medium for qualitative and social change. It allows one to cater to the everyday nuances of these spatialities in order to carefully weave spaces of active exchange.

I consider myself as an organised person and adaptive to tasks given both individually and in groups. I enjoy getting familiar with new cultures and cuisines, watching movies and travel . In all I am looking forward to expanding my curiosities to new dimensions of architecture and everyday as an ongoing process.

Hello !

ZAHRA BAGASRAWALA

+91 9820511384

a20zahra@sea.edu.in

MP lane, Grant Road, Mumbai

EDUCATION

2005 - 2018

2018 - 2020

2021 - ongoing

SKILLS

AUTOCAD

GOPI BIRLA MEMORIAL SCHOOL

KISHINCHAND CHELLARAM COLLEGE

SCHOOL OF ENVIRONMENT AND ARCHITECTURE

ILLUSTRATOR, PHOTOSHOP, INDESIGN

RHINOCEROS 3D, SKETCHUP

MODEL MAKING, HAND DRAFTING

MS WORD, POWER POINT

WORKSHOPS

SEM 3 - THEORIZING HOUSING PRACTICES IN INDIA’S SECOND CITIES

SEM 3 - EXPERIENCING HOME

SEM 4 - CREATIVE A.I. PROCESSES

SEM 5 - PARTICIPATORY DESIGN

SEM5 - SPATIALITY OF THE FUTURE

SEM5 - WAYS OF SEEING : FILMMAKING

SEM 6 - PRINT MAKING

SEM 7 - SOUND MECHANISMS

SEM 7 - URBAN STREET DESIGN

ACHIEVEMENTS

FIRST YEAR - AWARD FOR HOLDING AND HAVING AMBITION

SECOND YEAR - AWARD FOR SINCERITY AND EXCEPTIONAL WORK

FOURTH YEAR - ELECTED STUDENT COUNCIL MEMBER

LANGUAGE

ENGLISH HINDI GUJARATI ARABIC (PASSIVE)

C O N T E N T S

01 THE GARDEN PAVILION SEM 4 - WHAT IS A MUSEUM ? 02 A CHANCE ENCOUNTER SEM 7 - MASS INHABITATIONS 03 A PAST EXPERIENCE SEM5 - ENVIRONMENTAL FLOWS 04 PLAYFUL THRESHOLDS SEM 6 - DESIGN AND DETAIL, WORKING DRAWINGS 05 MARGDARSHAN SEM 7 - URBAN STREET DESIGN 06 07 08 WHAT’S NEXT ? SETTLEMENT STUDIES EXPLORATIONS AND INTERESTS SEM 5 - SPATIALITY OF THE FUTURE SEM 4 - PANGNA, HIMACHAL PRADESH MODELS, SKETCHING, PERSONAL 1 5 9 15 23 27 31 33

01 THE GARDEN PAVILION

SEM 4 - WHAT IS A MUSEUM ?

The following project is about rethinking the museum as a series of pavilions holding landscape within them in the Oval Maidan, Mumbai. These are series of gardens asking ontological questions about what a garden is and how gardens signify the relationship between humans and the world through exemplifying and embodying it in a salient way (Cooper 2006). Here the fragmented pavilions, landscape, open spaces, built and unbuilt spaces, scattered across the landscape also respond to the existing natural features and the prevalent activity on site.

This is a contemporary museum that brings together ideas of how different cultures have historically reimagined gardens. The strategy is to build these pavilions in a manner to diffuse the a hard polarised edge of the ground and appropriate the publicness of the Maidan and make it a microcosm for gardens, a buffer in the busy city. Today it is used mainly by people belonging to a certain social group that is men who play cricket there. The aim is to introduce smaller environments along the edge to appropriate the publicness and make it neutral for all.

Ground floor plan 2

02 A CHANCE ENCOUNTER

SEM 7 - MASS INHABITATIONS

The studio focussed on analysing existing home making practices in Thakkar Bappa colony, Chembur and demographic conditions to project speculations for the next 10 year horizons to understand the emerging needs of a household through surveys and data collected on site. This helped to make changes in the house through repair and retrofit. The social space is increased by taking a portion of ground space from each house and opening it out to the street. This not only improves the pathway condition by opening out pockets, but also makes the street more interactive and user friendly.

Openings on the facade have been rethought in a manner that it allows for seating spots, kitchen counters and also lets light enter the space. Secondly, a lane of 1 m has been opened up between 4 houses which can act as a service core for these houses for better drainage and simultaneously address the light & ventilation issues. Another strategy implemented is programmatic reconfiguration of existing spaces to frame gendered spaces like shifting of the kitchen and services. This is done to explore what will be the new spatiality of these houses according to their shifting needs.

Current space demographics Current age demographics Space demographics after 10 years Age demographics after 10 years 6

Ground floor plan 7

Section through service lane 8

Section through skylight

03 A PAST EXPERIENCE

SEM5 - ENVIRONMENTAL FLOWS

The construction practices of the promenade on Devka beach, Daman have largely emerged from ignoring the interconnected flows between all the life forms and their ecologies, it was in a state of alienation, void of any life or activity. It was an active zone for hawkers and shacks which have been forced out. Hence the basic idea is to house new experiences and connections from older ones, reusing debris and new materials to build memories of a flow that used to exist. To create a dynamic experience, not a static one. To reinstate connectivity and patch up the old and new by rethinking the existing aquarium structure in an ecological manner

The design focused on reimagining hard edged boundary of a public space. The existing structure on site was used to house the aquarium brick mound which was pouring out of it to invoke a sense of mystery. A marine biome was added to give the viewers an experience of the marine life that existed there prior to the new promenade. It is an attempt to create a new physical organic connection from road to road, a public thoroughfare which makes the beach easily accessible. The deliberately done contours and step seating generate an experience of the sea waves and give a sense of being washed away or flowing smoothly through the site.

Ground floor plan 11

04 PLAYFUL THRESHOLDS

SEM 6 - DESIGN AND DETAIL, WORKING DRAWINGS

Spaces within public institutions and urban contexts are designed through standardised logics but are produced and lived through several experiences which often blur, defy and occupy them in awkward ways. The studio attempted to rethink local programmes that have emerged from public activities in the context of smaller neighbourhoodsthat will critically craft the space and the builtform. It further allowed us to bridge the gap between the design from concept to actualization and generate a construction documentation set along with specifications, quantities, estimation and putting together different materials and their assemblies

in a manner that is conceptually coherent with the overall idea of the building. The aim of the design was to explore the multiplicity of spaces, work with the spatiality of gender and the idea of play. It looked closely at the idea of how the plinth is an emotional and physical extension of the classroom boundary making it a place of social interaction. The classroom spaces were made more porous by redesigning the openings and adding folding doors. Passageways connected these spaces to make a playful corridor space for the children. Terraces were opened up on the first floor and brick jalis were added for better light and ventilation.

Conceptual sketches 16

CLASSROOM 1 7.3 M x 5.3 M SCIENCE LABORATORY 5.6 M x 4.6 M PRINCIPALS OFFICE 2.6 M x 3.5 M STORAGE 3.4 M x 10.2 M LIBRARY 4.6 M x 4.6 M DRINKING WATER 3.5 M x 3.0 M 3000 1710 3000 5350 5000 3000 5000 5000 5650 2290 4770 2230 2770 2000 2230 5000 1770 2940 3000 1710 3000 5350 5000 1500 OVERALL FINISHED DIMENSION OVERALL CENTRE LINE DIMENSION CENTRE LINE DIMENSION BUILDING PLANE OFFSET OVERALL UNFINISHED DIMENSION 2940 36710 37000 37036 3000 3940 3000 OVERALL FINISHED DIMENSION OVERALL CENTRE LINE DIMENSION CENTRE LINE DIMENSION BUILDING PLANE OFFSET OVERALL UNFINISHED DIMENSION 43500 43536 43210 19000 2000 5000 2000 5000 10500 2350 2350 850 850 D6 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D4 D4 D4 D4 D4 D5 D5 D5 D5 D5 D5 D5 D5 W2 W3 W3 W3 W3 W3 W3 W3 W1 W1 W5 W5 W5 W2 W2 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 D7 STAFF ROOM 3.6 M x 2.8 M MEETING ROOM 3.5 M x 4.0 M 1.5M x 4.6M KITCHEN CLASSROOM 2 4.6 M x 5.3 M CLASSROOM 3 6.5 M x 4.5 M CLASSROOM 4 6.5 M x 4.5 M CLASSROOM 5 4.7 M x 6.5 M CLASSROOM 6 4.7 M x 5.1 M 4.7 M x 7.0 M UP UP RAMP UP RAMP UP +150 mm +250 mm + 250 mm +250 mm +250 mm +250 mm +150 mm +150 mm +150 mm +250 mm +250 mm +250 mm +150 mm +150 mm +250 mm + 250 mm +300 mm +300 mm +200 mm + 100 mm +250 mm +150 mm +150 mm +250 mm 1000 450 1000 350 2100 5120 4650 850 650 2478 2478 2650 850 1004 3650 3004 3500 1004 3004 7300 646 800 5500 3046 996 646 7300 700 500 400 6000 1720 3580 4770 2650 2650 5000 500 600 500 6540 370 350 6770 770 230 1921 6540 370 350 6770 770 230 1940 3770 2000 3000 1270 3710 7000 6640 2521 249 7000 370 350 2760 360 6640 700 370 350 9230 7000 2400 375 7460 350 370 1000 1000 1500 1500 D3 D3 D1 D7 W4 W4 W1 3600 1850 1800 2650 3650 1650 650 D7 1000 1650 SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm ANTI SKID 300 mm x 300 mm CERAMIC TILE KOTA STONE 600 mm x 600 mm KOTA STONE 600 mm x 600 mm KOTA STONE 600 mm x 600 mm KOTA STONE 600 mm x 600 mm 1250 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 1200 1200 2800 MIDLANDING 2200 1700 348 343 600 750 2000 ANTI SKID CERAMIC TILE 300 mm x 300 mm W4 J1 J1 J1 J1 J1 J1 J1 J1 J1 14 13 12 11 10 9 8 7 6 5 4 3 2 1 A B C D 10350 A B C D +150 mm +150 mm +150 mm +200 mm +200 mm +200 mm +200 mm E F G H I J 2065 E F G H I J 1085 3 9 10 13 15 16 2065 1085 CLASSROOM 7 W2 +250 mm A A' B +1530 mm Ground floor plan 17

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

OTHERWISE SPECIFIED.

ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

DRAWINGS TO BE SEEN WITH RESPECT TO ALL

OTHER DRAWINGS.

P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND COARSE AGGREGATE). ALL LEVELS SPECIFIED IN METERS. ALL DECISIONS REINFORCEMENT

CALCULATIONS NEED TO BE TAKEN BY STRUCTURAL ENGINEER.

DO NOT SCALE THE DRAWING.

ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK.

RICHER CONCRETE MIX TO BE USED FOR THE FOUNDATION AND M:30 MIX TO BE USED FOR THE SUPER STRUCTURE, ALL MIXES SHALL BE SUGGESTED, EXAMINED AND APPROVED BY THE STRUCTURAL ENGINEER.-

VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. WORK WITHIN THE FIELD BOUNDARIES AS SPECIFIED IN THE PROJECT DOCUMENT AND COMPLY WITH ALL THE APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCE REQUIREMENTS.OCCUPANTS ON THE ADJACENCIES TO THE PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

SR. NO. DATE REVISION DESCRIPTION

ISSUED BY CHECKED BY

PUBLIC SCHOOL AT TROMBAY, MUMBAI

ZAHRA BAGASRAWALA

2022 - 2023

SCHOOL OF ENVIRONMENT

THIRD YEAR B.ARCH ROLL NO | A20 - 03 AND ARCHITECTURE

3.3 M x 4.6 M 3.3 M x 4.6 M 3.3 M x 5.3 M 2290 1770 710 2290 1770 710 14940 1770 3650 940 3650 940 D1 D1 D2 D2 D2 D2 D4 D5 W4 W4 W4 W4 W4 W4 W5 W5 W5 W5 W5 4.5 M x 4.5 M 4.2 SQ. M RAMP UP mm +250 mm + 150 mm +250 mm +150 mm mm 3300 650 650 1981 2000 800 3650 3300 650 2000 2000 3650 800 650 3300 3650 2650 2000 650 650 1450 7230 3550 2870 2230 4230 1420 570 1921 249 2000 1981 789 4540 770 570 3000 5000 5000 5650 2290 4770 2230 2770 2000 2230 5000 1770 1500 OVERALL FINISHED DIMENSION OVERALL CENTRE LINE DIMENSION CENTRE LINE DIMENSION BUILDING PLANE OFFSET OVERALL UNFINISHED DIMENSION 43500 43536 43210 19000 2000 5000 2000 5000 10500 SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm SHAHABAD STONE 300 mm x 300 mm mm 700 700 300 300 1050 735 735 735 1500 1500 1500 1500 1075 1000 1000 1000 1000 1000 300 mm x 300 mm 750 700 700 865 1241 1050 ANTI SKID CERAMIC TILE 300 mm x 300 mm ANTI SKID CERAMIC TILE 1500 1500 J1 J1 J1 J1 J1 14 13 12 11 10 9 8 7 6 5 4 3 2 1 D3 D3 D3 D3 D3 D3 mm +200 mm +200 mm K L M N O P K L M N O P CLASSROOM 8 CLASSROOM 11 CLASSROOM 12 CLASSROOM 9 CLASSROOM 10 B'STAMP & SIGN GROUND FLOOR PLAN WD - SEA - S - 09 1 : 100

TITLE & NUMBER NORTH SCALE----

DRAWING

KEY PLAN

GENERAL NOTES

1250 400 1200 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 F D F D 1 410 + 570 730 410 + 890 + 1050 1210 + 1370 2810 + 2650 + 2490 2330 + 2170 + 2010 1850 + 1690 + 1530 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 MIDLANDING 1200 1200 NEWEL POST 100 mm 100 mm STRINGER BALUSTER 25 mm 25 mm 3250 1850 1650 1250 1000 1250 UP 0.0 M G.L. W2 350 mm MASONRY BRICK WALL WALL PLATE 2 2 1 GLASS OPENABLE PANEL KOTAH STONE FLOORING S.S. RAILING 350 mm MASONRY BRICK WALL A' A MADE IN 16 GAUGE 50 SS 304 PIPE WITH A AT THE BOTTOM 25MM THICK HAND CUT POLISHED GREEN 18 MM THICK EXTERNAL PLASTER CEMENT MORTAR 1:4 SKIRTING PLINTH PROTECTION HEIGHT 100MM, MIRROR POLISHED AND MACHINE STONE CONCRETE M20 40 12MM THICK INTERNAL CEMENT PLASTER CEMENT MORTAR 1:4 75 x 100 mm KOTAH STONE FLOORING 25MM THICK HAND CUT POLISHED GREEN 18 MM THICK EXTERNAL PLASTER CEMENT MORTAR 1:4 RCC CHAJJA PLASTER DRIP MOULD WITH WATERPROOFING TREATMENT SIZE 50 MM WIDE AND 15MM THICK UNDER 150 MM RCC SILL BEDDING OF CM 1:6 SINGLE LEAF HINGED WINDOW PROOFING COMPOUND 25 mm SCREEDING PROOFING COMPOUND GROUND FLOOR PLAN SCALE 1 20 1250 1200 400 1200 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 F D F D 1 + 410 + 570 + 730 + 410 + 890 + 1050 + 1210 1370 + 2810 + 2650 + 2490 + 2330 + 2170 + 2010 + 1850 1690 1530 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 MIDLANDING NEWEL POST 100 mm 100 mm STRINGER 50 mm THICK BALUSTER 2800 1850 1650 UP 0.0 M G.L. W2 NEWEL POST 350 mm MASONRY BRICK WALL WALL PLATE STEEL BALUSTER 25 mm 25 mm 150 mm WAIST SLAB 2 1400 1250 1000 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 A B C 2 1 W2 1 1 ALUMINIUM FRAME WITH KOTAH STONE FLOORING 25 mm SCREEDING KOTAH STONE FLOORING S.S. RAILING 350 mm MASONRY BRICK WALL A' A MM. DIA IS APPROVED ORNAMENTAL SS RING AND MIRROR MACHINE POLISHED GREEN 18 MM THICK EXTERNAL PLASTER IN TWO COATS IN CEMENT MORTAR 1:4 SKIRTING PLINTH PROTECTION HEIGHT 100MM, MIRROR CUT 20MM THICK SHAHABAD STONE CONCRETE M20 40 12MM THICK INTERNAL CEMENT PLASTER IN TWO COATS IN CEMENT MORTAR 1:4 KOTAH STONE FLOORING AND MIRROR MACHINE POLISHED GREEN 18 MM THICK EXTERNAL PLASTER IN TWO COATS IN RCC CHAJJA VAATA COVE 150 MM RCC LINTEL PLASTER DRIP MOULD FIXED OVER MORTAR BEDDING OF CM 1:6 WITH WATERPROOFING SIZE 50 MM WIDE AND RCC PARDI 150 MM RCC SILL FIXED OVER MORTAR LIME MORTAR 1:3 SINGLE LEAF HINGED WINDOW WITH APPROVED WATER 25MM THICK MIRROR GREEN WITH MOULDING FOR NOSING, ANTI SKID GROOVES IN CONCRETE M25 20 S.S. RAILING MADE IN 16 GAUGE 50 SS 304 PIPE WITH A AT THE BOTTOM 1 3 4 NEWEL POST 50 mm STEEL BALUSTER NOSING ANTI SKID GROOVE 15MM THICK CEMENT PLASTER 25 mm SCREEDING WITH APPROVED WATER KOTAH STONE FLOORING 25MM THICK HAND CUT POLISHED GREEN IN TWO COATS S.S. RAILING MM. DIA IS APPROVED ORNAMENTAL SS RING 1 2 3 4 NEWEL POST 50 mm STEEL BALUSTER 25 mm x 25 mm ANCHOR BOLT 10 mm BASE PLATE ANTI SKID GROOVE KOTAH STONE FLOORING 25MM THICK HAND CUT AND MIRROR MACHINE S.S. RAILING MADE IN 16 GAUGE 50 SS 304 PIPE WITH A AT THE BOTTOM 25 mm SCREEDING WITH APPROVED WATER PROOFING COMPOUND 7 8 9 12 11 10 MIDLANDING STEEL BALUSTER 25 mm x 25 mm 25 mm SCREEDING PROOFING COMPOUND KOTAH STONE FLOORING 25MM THICK HAND CUT AND MIRROR MACHINE POLISHED GREEN S.S. RAILING MM. DIA IS APPROVED ORNAMENTAL SS RING AT THE BOTTOM 12MM THICK INTERNAL CEMENT PLASTER CEMENT MORTAR 1:4 350 mm MASONRY BRICK WALL PCC WALL PLATE SKIRTING HEIGHT 100MM, MIRROR POLISHED AND MACHINE CUT 20MM THICK SHAHABAD KOTAH STONE FLOORING 25MM THICK HAND CUT AND MIRROR MACHINE 18 MM THICK EXTERNAL PLASTER IN TWO COATS IN DETAIL AT 'A' SCALE 1 : 10 GROUND FLOOR PLAN SCALE 1 : 20 SECTION AA' SCALE 1 : 20 DETAIL AT 'B' SCALE 1 10 DETAIL AT 'C' SCALE 1 10STAIRCASE WD DRAWING NORTH----ALL DIMENSIONS OTHERWISE SPECIFIED. ALL THE WRITTEN FOLLOWED. DRAWINGS TO BE OTHER DRAWINGS. P.C.C. IS IN THE RATIO COARSE AGGREGATE). ALL LEVELS SPECIFIED ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN DO NOT SCALE THE ALL DISCREPANCIES NOTICE TO THE ARCHITECT COMMENCEMENT RICHER CONCRETE FOUNDATION AND THE SUPER STRUCTURE, SUGGESTED, EXAMINED THE STRUCTURALVERIFY FIELD CONDITIONS WITH THE PROJECT PROCEEDING WITH WORK WITHIN THE SPECIFIED IN THE COMPLY WITH ALL CODES, REGULATIONS REQUIREMENTS.OCCUPANTS ON THE PROJECT AREA SHALL UNINTERRUPTED/UNDISTURBED DURING THE CONSTRUCTION SR. NO. DATE ISSUED BY ZAHRA BAGASRAWALA SCHOOL OF ENVIRONMENT THIRD YEAR B.ARCH ROLL NO A20 - 03 AND ARCHITECTURE 2022 - 2023 PUBLIC SCHOOL AT TROMBAY, MUMBAI GENERAL 1 2 3 4 NEWEL POST STEEL BALUSTER NOSING ANTI SKID GROOVE 15MM THICK CEMENT PLASTER 25 mm SCREEDING WITH APPROVED WATER PROOFING COMPOUND KOTAH STONE FLOORING 25MM THICK HAND CUT AND MIRROR MACHINE POLISHED GREEN IN TWO COATS IN CEMENT MORTAR 1:4 S.S. RAILING MM. DIA IS APPROVED SS 304 PIPE WITH A AT THE BOTTOM 1 3 4 NEWEL POST 50 mm STEEL BALUSTER 25 mm x 25 mm ANCHOR BOLT 10 mm BASE PLATE ANTI SKID GROOVE KOTAH STONE FLOORING AND MIRROR MACHINE POLISHED GREEN S.S. RAILING MADE IN 16 GAUGE 50 MM. DIA IS APPROVED ORNAMENTAL SS RING 25 mm SCREEDING PROOFING COMPOUND 7 8 9 12 11 10 MIDLANDING STEEL BALUSTER 25 mm 25 mm 25 mm SCREEDING PROOFING COMPOUND KOTAH STONE FLOORING AND MIRROR MACHINE S.S. RAILING MADE IN 16 GAUGE 50 SS 304 PIPE WITH A AT THE BOTTOM 12MM THICK INTERNAL CEMENT PLASTER IN TWO COATS IN 350 mm MASONRY BRICK WALL PCC WALL PLATE SKIRTING HEIGHT 100MM, MIRROR CUT 20MM THICK SHAHABAD KOTAH STONE FLOORING AND MIRROR MACHINE 18 MM THICK EXTERNAL PLASTER IN TWO COATS IN DETAIL AT 'A' SCALE 1 : 10 DETAIL AT 'B' SCALE 1 : 10 DETAIL AT 'C' SCALE 1 10----ALL DIMENSIONS ARE IN MILLIMETERS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE FOLLOWED. DRAWINGS TO BE SEEN WITH RESPECT OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT COARSE AGGREGATE). ALL LEVELS SPECIFIED IN METERS. ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN BY STRUCTURAL DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT NOTICE TO THE ARCHITECT BEFORE COMMENCEMENT OF ANY WORK. RICHER CONCRETE MIX TO BE USED FOUNDATION AND M:30 MIX TO BE USED THE SUPER STRUCTURE, ALL MIXES SUGGESTED, EXAMINED AND APPROVED THE STRUCTURAL ENGINEER.VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR PROCEEDING WITH THE WORK. WORK WITHIN THE FIELD BOUNDARIES SPECIFIED IN THE PROJECT DOCUMENT COMPLY WITH ALL THE APPLICABLE CODES, REGULATIONS AND ORDINANCE REQUIREMENTS.OCCUPANTS ON THE ADJACENCIES PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE SR. NO. DATE REVISION ISSUED BY CHECKED KEY PLAN GENERAL NOTES Staircase details 18

10 M WIDE ROAD

Toilet sections

East elevation

8 230 mm FIRST CLASS MASONRY BRICK WALL 50 mm SCREEDING 25 mm WATERPROOFING EXHAUST FAN 150 mm TOILET SLAB 700 700 700 700 700 700 2840 1000 1000 1000 1000 1000 1075 500 500 500 500 500 500 W4 230 mm BRICK MASONRY WALL 50 mm SCREEDING 25 mm WATERPROOFING HEALTH FAUCET TOILET SLAB TOILET SHAFT BLACK WATER PIPELINE 100 mm GREY WATER PIPE 100 mm 2840 2100 FEMALE TOILET MALE TOILET FEMALE TOILET W4 W4 W4 W4 W4 LEGEND FRESH WATER PIPE BLACK WAETR PIPE GREY WATER PIPE TILES 150 mm PARTITION BRICK WALL TOILET DROP SLAB 400 2340 MS GRILL PLATFORM 25 mm LIME PLASTER 900 300 1000 6 8 6 M P M P W4 BATHROOM MIRROR 150 mm EXPOSED BRICK JALI WALL WATERPROOFING WATERPROOFING 150 mm LEDGE WALL 10 LITRES CAPACITY FLUSHING CISTERN WITH 15MM INLET CP BRASS STOP COCK STORAGE SHELF WITH SHUTTERS LOUVERED WINDOW WITH FROSTED GLASS 6mm WITH ALUMINIUM FRAME ANTI SKID CERAMIC TILES 300mm x 300mm, 15mm THICK INCLUDING 15 mm BACKING COAT AND PLASTERING 1:4 18 MM THICK EXTERNAL PLASTER IN TWO COATS IN WALL HUNG EUROPEAN WATER CLOSET CHINAWARE WITH SOLID PLASTIC SEAT & COVER INCLUDING 200mm BB WITH APPROVED WATER TILE DADO INCLUDING 400mm BB COBA IN ALL POSITIONS CONSISTING OF SPECIALISED APPROVED WATERPROOFING COMPOUND INDIAN ORISSA PAN CHINAWARE 580 mm 440 mm WITH BOX RIM INLET AND P TRAP PROOFING COMPOUND 15MM CP ISI MARKED HEAVY QUALITY WITH FLANGE AND CP CONNECTOR BRASS BIB TAP TILE DADO HEAVY QUALITY WITH FLANGE AND CP CONNECTOR BRASS BIB TAP WASH BASIN COUNTERS 25-32MM THICK OF POLISHED JET BLACK GRANITE STONE PLAIN OR BEVELED EDGE WITH 8MM THICK PLYWOOD BACKING LOUVERED WINDOW WITH FROSTED GLASS 6mm ANTI - SKID CERAMIC TILES 300mm 300mm, 15mm THICK INCLUDING AND PLASTERING 1:4 CEMENT MORTAR 150 MM RCC LINTEL FIXED OVER MORTAR BEDDING OF CM 1:6 LIME MORTAR 1:3 P TRAP BRICK BAT COBA OF HEIGHT 1500mm, 300 x 300mm CERAMIC, AND PLASTERING 1:4 CEMENT MORTAR OF HEIGHT 1500mm, 300 300mm CERAMIC, 15mm THICK INCLUDING CEMENT MORTAR D4 D5 W1 W1 W1 W1 W1 W1 W5 W5 D4 D5 J1 0.0 M 0.2 M 3.0 M FIRST FLOOR 5.6 M 8.3 M RIDGE CAPPING GROUND LINE 0.0 M 0.15 M 6.8 M 8.3 M PLINTH GROUND LINE 3.0 M GI SHEET ROOFING CELLULAR (DOUBLE WALLED) PLASTER DRIP MOULD WITH VAATA 50 MM WIDE AND ANGLED PURLINS ROLLED ANGLE TRUSS OUTER FRAME 75 75, 8 mm THICK 230 mm EXPOSED BRICK JALI WALL 14 10 8 7 6 5 4 3 1 14 10 8 7 6 5 4 3 1 PLINTH PROTECTION CONCRETE M20 40 FOR STEEL COLUMN 250 mm PLINTH CONCRETE M20 40 FOR 4 PANEL COLLAPSIBLE LOUVERED WINDOW ALONG 10 mm THICK WPC ORIENTABLE GLASS OPENABLE PANEL WINDOW PLINTH 4 PANEL COLLAPSIBLE 230 mm EXPOSED BRICK JALI WALL 230 mm BRICK PIER RIDGE CAPPING PLINTH PROTECTION CONCRETE M20 40 FOR 250 mm PLINTH CONCRETE M20 40 FOR GI SHEET ROOFING CELLULAR (DOUBLE WALLED) ROLLED ANGLE TRUSS OUTER 75 75, 8 mm THICK COPING WITH DRIP MOULD UPSTAND FOR WATERPROOFING 5000 L SINTEX OH CLASSROOM STORAGE CLASSROOM STORAGE P O K J I H E C B A P O K J I H E C B A DRIP MOULD UPSTAND FOR WATERPROOFING WATER TANK D5 D4 EAST ELEVATION NORTH ELEVATION 19

230 mm BRICK MASONRY WALL STEEL COLUMN ANGLE CLEAT 100 mm x 75 mm G.I.J. NUT, BOLT BOTTOM CHORD 5690 1066 1689 2305 1213 777 20° GI GUTTER WITH GUTTER BRACKET ROLLED ANGLE TRUSS OUTER FRAME ROLLED ANGLE TRUSS INNER MEMBER ANGLED PURLINS ISMC 75 WITH J HOOK CELLULAR (DOUBLE WALLED) TOP CHORD 200mm x 200mm 230 mm EXPOSED BRICK JALI B GLASS WINDOW 1345 1345 1300 1150 28 150 mm WALL PLATE 20° MS BASE PLATE 230 mm BRICK MASONRY WALL ANGLE CLEAT 100 mm x 75 mm BOTTOM CHORD ROLLED ANGLE TRUSS OUTER FRAME ROLLED ANGLE TRUSS INNER MEMBER ANGLED PURLINS TETRAPACK SHEET ROOFING 75 75, 8 mm THICK 75 x 75, mm THICK TOP CHORD 75 mm LONG 18 MM THICK EXTERNAL PLASTER IN TWO COATS IN STIFFNER PLATE WELDED ONTO TRUSS WELDED 28 230 mm EXPOSED BRICK JALI TETRAPACK SHEET ROOFING CELLULAR (DOUBLE WALLED) ANGLED PURLINS TOP CHORD MS BASE PLATE 75 75, 8 mm THICK ANCHOR FASTENERS 16 mm DIA 75 mm LONG ROLLED ANGLE TRUSS 75 x 75, mm THICK ANGLE CLEAT 100 mm x 75 mm GI GUTTER WITH GUTTER BRACKET STIFFNER PLATE WELDED 150 mm WALL PLATE A A A A A A A A A A A A A A A A A A A A A A A A A B B B B B B B B B B B B B B B B ANGLED PURLINS TETRAPACK SHEET ROOFING CELLULAR (DOUBLE WALLED) RIDGE CAPPING ROLLED ANGLE TRUSS OUTER FRAME 75 x 75, 8 mm THICK DETAIL AT 'A' SCALE 1 : 10 DETAIL AT 'B' SCALE 1 10 STEEL TRUSS SCALE 1 : 20 SHEET AND STEEL MEMBER LAYOUT SCALE 1 : 100 SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 W4 D1 D1 D3 8 P M 700 700 300 300 600 7055 7055 750 2220 760 760 735 600 600 600 735 735 1500 1500 1500 1500 1500 1075 1000 1000 1000 1000 1000 400 400 400 400 375 900 150 mm EXPOSED BRICK JALI TOILET SHAFT 100 mm NAHANI TRAP BLACK WATER PIPE FRESH WATER PIPE GREY WATER PIPE 100 mm 100 mm 50 mm 750 TOILET SHAFT LEGEND FRESH WATER PIPE BLACK WAETR PIPE GREY WATER PIPE FEMALE TOILET MALE TOILET D3 D3 D3 D3 D3 W4 W4 W4 W4 W4 MS GRILL PLATFORM 700 700 SLOPE 1:100 SUNMICA SINGLE SHUTTER HINGED PANEL DOOR 1241 8 6 P M 6 2 2' 1 1' WALL HUNG EUROPEAN WATER CLOSET WALL HUNG URINAL LOUVERED WINDOW ANTI SKID CERAMIC TILES GRANITE PARTITIONS INDIAN ORISSA PAN WASH BASIN HEAVY QUALITY WITH FLANGE AND CP 230 mm FIRST CLASS MASONRY BRICK WALL WASH BASIN COUNTERS UPVC SINGLE SHUTTER HINGED SERVICE DOOR 150 mm BRICK PARTITION WALL 150 mm LEDGE WALL FLUSHING CISTERN CONNECTION WITH CP BRASS STOP COCK 25 mm SCREEDING 25 mm WITH MACHINE CHINAWARE 250 X 330 X 460MM WITHCP BRASS FLUSH PIPING 300mm x 300mm, 15mm THICK INCLUDING 15 mm BACKING COAT CEMENT MORTAR WITH APPROVED WATER PROOFING COMPOUND 18 MM THICK EXTERNAL PLASTER IN TWO COATS IN WHITE GLAZED VITREOUS CHINAWARE WITH SOLID WITH ALUMINIUM FRAME POLISHED JET BLACK GRANITE STONE WHITE GLAZED VITREOUS SIZE WITH SUPPORTING MS BRACKETS15MM CP TILE DADO BRASS BIB TAP CHINAWARE 580 mm x 440 mm 250 250 250 250 250 250 250 250 326 +250 mm +250 mm 16.6 SQ. M. 13.3 SQ. M. OF HEIGHT 1500mm, 300 300mm CERAMIC, 15 mm BACKING COAT CEMENT MORTAR Roof details Toilet plan 20

D4 D5 D5 D2 D2 D2 D2 W1 W2 W3 W3 W3 W3 W5 W5 W5 W5 D2 D2 W1 W2 D4 D2 D2 D2 D2 W3 W3 W3 W5 W5 W5 W5 D5 -3 M 0.0 M 0.15 M 2.8 M FIRST FLOOR 3.8 M TERRACE 5.6 M 6.8 M 8.3 M PLINTH GROUND LINE FOOTING -3 M 0.0 M 0.15 M PLINTH GROUND LINE FOOTING 2.1 M 3 M 5.6 M 5 4 2 1 5 4 2 1 A B E G L A B E G L SINGLE LEAF HINGED WOODEN DOOR WITH GLASS PANEL 4 PANEL WOOD DOOR FIXED BOX TYPE WINDOW GRILL WEIGHING 25 KG/SQ.M. OVER CONVENTIONAL WATER PROOFING TREATMENT 230 mm FIRST CLASS BRICK MASONRY WALL 350 mm BRICK MASONRY WALL RCC FLOOR SLAB 12MM INTERNAL CEMENT PLASTER 18 MM EXTERNAL PLASTER LOUVERED WINDOW SHAHABAD STONE FLOOR 300mm x 300mm INCLUDING 20mm THICK 1:6 CEMENT MORTAR BEDDING 150 mm IN CONCRETE M25/20 USING RMC IN TWO COATS IN CEMENT MORTAR 1:4 TEAKWOOD FRAME ALONG 10 mm THICK WPC ORIENTABLE IN TWO COATS IN CEMENT MORTAR 1:4 KOTAH STONE 25MM THICK MIRROR MACHINE POLISHED GREEN S.S. RAILING 50mm DIA IS APPROVED SS 304 PIPE WITH A ORNAMENTAL SS RING AT THE BOTTOM CHINA MOSAIC FLOORING RCC CHAJJA PLASTER DRIP MOULD WITH VAATA 50 MM WIDE AND 15MM THICK PCC COPING WITH DRIP MOULD GLASS WINDOW FOR NATURAL STEEL COLUMN 200mm x 200mm PLINTH PROTECTION CONCRETE M20 40 FOR FILLING IN WITH APPROVED MURUM/ RAMMED EARTH BROUGHT FROM OUTSIDE 230 CLASS MASONRY GLASS WINDOW FOR NATURAL LIGHT ROLLED ANGLE TRUSS INNER MEMBER 75 x 75, 6 mm THICK GI SHEET ROOFING CELLULAR (DOUBLE WALLED) ANGLED PURLINS ISMC 75 WITH J - HOOK GI GUTTER 230 mm EXPOSED BRICK JALI WALL ROLLED ANGLE TRUSS OUTER FRAME 75 x 75, 8 mm THICK 150 MM RCC LINTEL FIXED OVER MORTAR BEDDING OF CM 1:6 LIME MORTAR 1:3 150 MM RCC SILL STEEL COLUMN 200mm x 200mm 100 mm SKIRTING MIRROR POLISHED MACHINE CUT 20MM SHAHABAD STONE SHAHABAD STONE FLOOR 300mm x 300mm INCLUDING 20mm THICK 1:6 CEMENT MORTAR BEDDING RAMP 1:12 FIXED BOX TYPE WINDOW GRILL WEIGHING 25 KG/SQ.M. SINGLE LEAF HINGED WOODEN DOOR WITH GLASS PANEL 4 PANEL COLLAPSIBLE WOOD DOOR WITH GRILL KOTAH STONE 25MM THICK MIRROR MACHINE POLISHED GREEN 25 mm SCREEDING KOTAH STONE FLOORING 25MM THICK POLISHED GREEN WITH MOULDING FOR NOSING, ANTI SKID GROOVES SECTION AA' SECTION BB' 21

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN WITH RESPECT TO ALL OTHER DRAWINGS.

P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND COARSE AGGREGATE). ALL LEVELS SPECIFIED IN METERS.

ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN BY STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWING.

ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK. RICHER CONCRETE MIX TO BE USED FOR THE FOUNDATION AND M:30 MIX TO BE USED FOR THE SUPER STRUCTURE, ALL MIXES SHALL BE SUGGESTED, EXAMINED AND APPROVED BY THE STRUCTURAL ENGINEER.-

ISSUED BY CHECKED BY

PUBLIC SCHOOL AT TROMBAY, MUMBAI

ZAHRA BAGASRAWALA

THIRD YEAR B.ARCH ROLL NO | A20 - 03

2022 - 2023

SCHOOL OF ENVIRONMENT

AND ARCHITECTURE

14 D5 50 mm PCC COPING WITH DRIP MOULD MS GRILL PLATFORM TOILET SHAFT 150 mm EXPOSED BRICK JALI 13 11 14 13 11 M P M P COLLAPSIBLE DOOR WITH GRILL 230 mm EXPOSED BRICK JALI WALL GI GUTTER ROLLED ANGLE TRUSS OUTER FRAME ROLLED ANGLE TRUSS INNER MEMBER ANGLED PURLINS GI SHEET ROOFING ISMC 75 WITH J - HOOK CELLULAR (DOUBLE WALLED) 75 x 75, 8 mm THICK 75 x 75, 6 mm THICK 100 mm SKIRTING 150 MM RCC LINTEL PLINTH PROTECTION MIRROR POLISHED MACHINE CUT 20MM SHAHABAD STONE FIXED OVER MORTAR BEDDING OF CM 1:6 LIME MORTAR 1:3 CONCRETE M20 / 40 FOR 150 MM RCC SILL 230 mm RANDOM RUBBLE PACKING 150 mm PCC BED 35 mm SCREEDING 600 mm RAFT SLAB 15 mm SHAHABAD LAADI ANTI TERMITE PRECONSTRUCTION TREATMENT FILLING IN WITH APPROVED MURUM/ RAMMED EARTH BROUGHT FROM OUTSIDE 350 mm RAFT CELLULAR WALL IN CONCRETE M30/ 20 IN CONCRETE M30/20 IN CONCRETE M20 40 WINDOW NATURAL LIGHT 230 mm RANDOM RUBBLE PACKING 150 mm PCC BED 35 mm SCREEDING 600 mm RAFT SLAB 15 mm SHAHABAD LAADI ANTI - TERMITE PRECONSTRUCTION TREATMENT 350 mm RAFT CELLULAR WALL IN CONCRETE M30/ 20 IN CONCRETE M30/20 IN CONCRETE M20 40 230 mm FIRST CLASS BRICK MASONRY WALL LOUVERED WINDOW WITH FROSTED GLASS 6mm WITH ALUMINIUM FRAME UPSTAND FOR WATERPROOFING 200 mm LAID TO SLOPE BRICK BAT COBA TILE DADO 18 MM EXTERNAL PLASTER IN TWO COATS IN CEMENT MORTAR 1:4 12MM INTERNAL CEMENT PLASTER IN TWO COATS IN CEMENT MORTAR 1:4 5000 L SINTEX OH WATER TANKSTAMP & SIGN SECTIONS AA' AND BB' WD - SEA - S - 12 1 : 100 DRAWING TITLE & NUMBER NORTH SCALE----

SR. NO. DATE REVISION DESCRIPTION

KEY PLAN

GENERAL NOTES A A' B B' 10 M WIDE ROAD RANDOM RUBBLE 150 mm PCC BED 35 mm SCREEDING 600 mm RAFT SLAB SHAHABAD LAADI 25 mm SCREEDING EXCAVATION PIT LINE GROUND LINE FIRST FLOOR FOUNDATION PLINTH RCC CHAJJA VAATA COVE 350 mm FIRST CLASS BRICK MASONRY WALL RCC FLOOR SLAB 230 mm FIRST CLASS BRICK MASONRY WALL 230 mm EXPOSED BRICK JALI WALL GI GUTTER WITH GUTTER BRACKET -3 M 0.0 M 0.25 M 3.1 M 6.1 M 7.1 M A B C W1 SKIRTING ANTI - TERMITE PRECONSTRUCTION TREATMENT 150 MM RCC LINTEL 12MM THICK INTERNAL CEMENT PLASTER 18 MM THICK EXTERNAL PLASTER PLASTER DRIP MOULD ROLLED ANGLE TRUSS OUTER FRAME ROLLED ANGLE TRUSS INNER MEMBER ANGLED PURLINS G.L. FILLING IN WITH APPROVED MURUM/ RAMMED EARTH BROUGHT FROM OUTSIDE GI SHEET ROOFING 4 PANEL LOUVERED WINDOW SHAHABAD STONE FLOORING 350 mm RAFT CELLULAR WALL 75 mm PLINTH PROTECTION ISMC 75 WITH J - HOOK CELLULAR (DOUBLE WALLED) 75 x 75, 8 mm THICK 75 x 75, 6 mm THICK 300mm x 300mm INCLUDING 20mm THICK 1:6 CEMENT MORTAR BEDDING HEIGHT 100MM, MIRROR POLISHED AND MACHINE CUT 20MM THICK SHAHABAD STONE 150 mm IN CONCRETE M25/20 USING RMC FIXED OVER MORTAR BEDDING OF CM 1:6 / LIME MORTAR 1:3 WITH WATERPROOFING TREATMENT SIZE 50 MM WIDE AND 15MM THICK UNDER RCC PARDI IN TWO COATS IN CEMENT MORTAR 1:4 TEAKWOOD FRAME ALONG 10 mm THICK WPC ORIENTABLE IN TWO COATS IN CEMENT MORTAR 1:4 CONCRETE M20 / 40 FOR 15 mm THICK FOR WATERPROOFING IN CONCRETE M30/ 20 IN CONCRETE M30/20 IN CONCRETE M20 40 230 mm PACKING STONES 150 MM RCC SILL FIXED OVER MORTAR BEDDING OF CM 1:6 / LIME MORTAR 1:3 SCALE 1 : 20 External wall section 22

05 MARGDARSHAN SEM 7 - URBAN STREET DESIGN 23

Mahakali caves, Andheri 24

With - Anushka Thorat

The following study focused on regulating urban spaces outside heritage precincts. The area of study was Mahakali Caves located in Andheri East. It revolved around redesigning the Mahakali caves road to make it more walkable and accessible. Methodologies such as aerial mapping, Kevin Lynch survey, total stations survey were used to understand the site context in a comprehensive manner to formulate a set of guidelines.

Methods proposed included easing vehicular traffic in the Y junction opposite to the entrance of the caves, improving the setting of the cave site by allotting and organising parking for rickshaws and two wheelers beyond the exit gate, improving walkability by proposing a footpath along the Mahakali Cave site and lastly installing proper signages, information boards about the caves at nearby major landmarks for better way finding.

Kevin Lynch survey Mahakali cave entrance Mahakali cave road

Unauthorised vehicle parking Parked vehicles blocking pedestrian movement Ramp for ease of access Adding signage boards Repavement of road with M25 grade paver blocks Raised curb footpath introduced along cave edge Garbage and debris dump narrowing the road

Loosely defined edge reducing road width 26

BEFORE AFTER - ITERATION 1

WHAT’S NEXT ?

SEM 5 - SPATIALITY OF THE FUTURE

Through this studio we tried to understand the future aspirations of the residents of Kandarpada in Dahisar West related to their house to be able to speculate how the house type will change in 2034 and then in 2050. We started with understanding the networks on site to be able to project possible future development scenarios and how they can be done in a manner that is coherent with the overall fabric of the settlement. In accordance a manifesto was prepared for the same. We looked mainly at repair and retrofit rather than complete demolition of structures.

With - Nishadh More, Yash Bhandari

One speculated development was the widening of Laxman Mhatre road as suggested by the Development plan 2034. The Patrick Geddes conservative surgery method was used for this wherein the houses that were in a dilapidated condition were shifted on top of houses in mint condition, widening the narrow road and thus improving sunlight and airflow. This method allowed pockets to be opened up on the street for better pedestrian flow and better sanitation conditions. This is more economical as it does not resort to complete demolition and redevelopment.

Patrick Geddes conservative surgery 28

Repair and retrofit intervention - Kandarpada 29

SETTLEMENT STUDIES

SEM 4 - PANGNA, HIMACHAL PRADESH

With - Samiksha Bhagde

This drawing shows the old market street stretching along the banks of Pangna river. It is a narrow street lined with a chain of small shops on both its edges. The buildings on the street are oriented such that the shops line up to face the road and are more public in nature, compared to the attached living spaces that get concealed at the back. They are primarily built of deodar wood, and locally procured slate stone.

EXPLORATIONS AND INTERESTS MODEL MAKING

HAND DRAFTING

AND SKETCHING

PATTERNS

The module focused of air plants; majorly It intended to decoding its logic as opposed to platonic solid. of the form happened a series of geometric ships and proportions. these decoded lished multiple individual relationships ognize the formation. cess opens up formation, moving derstanding form thogonal drawing

PATTERNS

focused on study majorly Epiphytes. study form by logic of growth an orthogonal This Decoding happened through geometric relationproportions. Further, decoded forms estabfragments of relationships to recformation. The proup the logic of moving beyond unform only by ordrawing methods.

INTERESTS

One of my interests come from my families practice of making intricate designs and patterns on cloth with suitable details and comprehensive colour schemes. The patterns are delIcate and intricate with a mix of modern machine and traditional handwork. The following samples are a fusion of Lucknowi gotapatti and chikankari. This practice contributes to my curiosity towards collecting different patterns and textures .

Another hobby I enjoy is Arabic lettering and cursive writing. Whilst I am interested in other cultures, at the same time exploring mine is of similar importance to me . The structure of the text, the formation of the writing is key to be able to compose a coherent text in arabic.

Phone

GET IN TOUCH : THANK YOU !

BAGASRAWALA

ZAHRA

: +91 9820511384

: a20zahra@sea.edu.in

School of Environment and Architecture