Undergraduate Architectural Portfolio - Simran Vichare by Simran Vichare

A R C H I T E C T U R A L P O R T F O L I O

S I M R A N V I C H A R E

E D U C A T I O N PRIMARY | SECONDARY SCHOOL D.P.Y.A High School, Mumbai JUNIOR COLLEGE S.I.E.S College of Arts and Science, Mumbai BACHELORS OF ARCHITECTURE Rizvi College of Architecture, Mumbai L A N G U A G E ENGLISH I HINDI I MARATHI S O F T W A R E S AUTOCAD SKETCH UP REVIT PHOTOSHOP INDESIGN TWINMOTION VRAY MICROSOFT OFFICE C O M P E T I T I O N S ANNUAL NASA DESIGN TROPHY (2020-21) ANNUAL NASA DESIGN TROPHY (2021-22) MASA CONVENTION SHOWCASE 2021 C O - C U R R I C U L A R A C T I V I T I E S ARCHFEST WORKSHOPS SITE DEVELOPMENT CULTURALS EXHIBITION SPORTS KINTSUGI MODEL MAKING +91 9920551014 simrann_vichare SEMINARS ART AS A TOOL FOR PROTEST THE JOY OF UPCYCLYING INTEGRATION OF LANDSCAPE ARCHITECTURE IN DESIGN PEOPLE AND CULTURETELL A TALE. ELECTIVES DECODING URBAN MORPHOLOGY ARCHITECTURAL BUILDING TECHNOLOGIES simranvichare11@gmail.com Date of Birth - 11/01/2002 SIMRAN S. VICHARE

C O N T E N T S

INVISIBLE CITIES

(Architectural Design Semester 3)

For me Architecture lies at the intersection of arts and science. This intersection can help us reach new horizons with great technology. It energizes people inhabiting the space and provides purpose to further the needs of the site. The effect of the designed space goes far beyond the structure. It helps people celebrate their humanity with culture and nature.

To introduce myself, I am a great team player, who loves involving myself in group work. Organization and keen observation are two of my strong points, and executing these observations in my learning and designing. I also love exploring and travelling and I'm a great fashion enthusiast, and i love good music.

INTERIOR DESIGN (Semester

GURUKUL

(Architectural design Semester

SASOON DOCKS

(Architectural design Semester

HOUSING

(Architectural design Semester

WORKING DRAWING (Semester

DOCUMENTATION

(Semester

COMPETITIONS

(ANDC 2020-21) (ANDC 2021-2022) (MASA Panel

MISCELLENEOUS

(Site Development, Models, Photography)

3) 3.

4) 4.

6) 6.

6) 5.

7) 7.

6) 8.

2021) 9.

INVISIBLE CITIES

Invisible cities, novel by Italo Calvino. It is a conversation between Marco polo and Kublai Khan, in which the former talks about the various cities and places he came across through his journey, and each city has it's own unique characteristic that makes it different from each other.

Based on our each city that we got, we had to visualize, improvise and creatively think based on the design program given to us.

Design program :Interpretation Centre Market

A community centre (based on the city)

And two spaces of our own (based on the city)

When we see the city of Thekla, we see the scaffoldings, bridges, ladders, trucks etc as the city of thekla is always under construction. The people of thekla are very organized and are major perfectionists, always trying to build a better structure, and their goal is to achieve perfection. The city is also a worker oriented city, moreover showing bringing in the culture of the union formation, and the behavior of the people in the city show a sense of particularity and punctuality.The people stop building and perfecting the city once the sun sets and the night guides them further by showing them the blueprint.

Shops are placed in a linear format with the openings on the same side of the row.

Change of place ment from linear to scattered formation to create a 'streetlike' connection.

The markets consist of roofs which increases connectivity between the shops

Formation of a pathway based upon the walkway through the interpretation centre.

GROUND FLOOR PLAN

Designing an organic structure for better circulation.

ARCHITECTURAL DESIGN I SEMESTER 3

SECTION D-D'

SECTION A-A'

VIEW OF THE

DETAIL OF THE SUNKEN VALLEY

EXPLODED AXONOMETRIC VIEW OF THE INTERPRETATION AREA EXPLODED AXONOMETRIC VIEW OF THE OFFICE

LIFTS SITUATED INSIDE THE SCAFFOLDING

SECTION B-B'

SECTION C-C'

EXPLODED AXONOMETRIC VIEW OFTHE SITE

INTERIOR DESIGN

SEMESTER 3

The brief was to design the interiors for a couple working in the fashion designing industry.

Requirements :Living room Kitchen Bedroom Studio c/o meeting room

The moodboard is set to a minimalistic and art deco approach, with a play done mainly with the pastel colours of pink and green.

FLOOR PLAN

FURNITURE DESIGNED ACCORDING TO THE STYLE AND COLOUR PALETTECOLOUR PALETTE

SECTION A-A’

SECTION B-B’

SECTION C-C’

VIEW OF THE KITCHEN

VIEW OF THE WALK IN CLOSET

GURUKUL

In tribal settlements that house populations below the poverty line, one of the biggest concerns surrounding is of educating the children. Hamlets established around such geographies resort to agrarian and animal rearing practices, as means for sustenance. The practices of everyday living in such contexts stem from acts that enable rural eco-cycles. Such conditions often prove conducive to vocational methods as opposed to formal learning mechanisms. Children play a crucial role in the daily cycles of such hamlets, wherein they take active part alongside the adults and this is where such rounded education can prove to be highly beneficial.

To offset such impediments, a proposition that the organization seeks is to establish a residential school traditionally referred to as a 'Gurukul', that looks into the holistic and individualized development of the entering students by encouraging them to participate in a certain set of scheduled activities

Creation and designing of spaces by taking the key elements into consideration. This will help the people adjust to the designed spaces with comfort.

CLASSES AND TEACHERS ACCOMODATION

BAMBOO POST JOINERY DETAIL BAMBOO BEAM TO STRUT DETAIL

MASTER PLAN

PLAN

ARCHITECTURAL DESIGN I SEMESTER 4

CLUSTER

CLUSTER PLAN

MUD CAVES - A SPACE FOR STUDENTS

KEY PLAN

SECTION A-A’

SECTION B-B’

SECTION C-C’

STUDENTS ACCOMODATION

D-D’

SECTION

SASSOON DOCKS

The design proposal for the fishing harbor at Sassoon Docks is multi-dimensional. It focuses not only on the modernization of the fishing industry but also on the requirement of the city for more open public spaces. The master planning aims to establish a fully integrated fishing harbor along with a few features for the public, but all of it is done by keeping in mind the cultures and practices of the koli community, in order to serve as a well functioned out approach.

- Balanced exposure between the workers and the visitors. - Increasing knowledge about the workers, their culture and their work through spaces and design.

Need for certain amount of mechanization which increases production, economy and growth. It also increases the interest of the youth in activities passed by their genaration.

PLAN OF THE AUCTION AREA

VIEW OF THE AUCTION HALL

PLAN OF THE MARKET

ARCHITECTURAL DESIGN I SEMESTER 6

PLAN OF THE INTERPRETATION CENTRE

VIEW OF THE ORGANIC SEATING ARRANGENMENT WHICH IS USED AROUND THE SITE AT DIFFERENT PAUSE POINTS AND AROUND THE ALREADY FORMED RESTING AREA NEAR THE OHT.

VIEW OF THE MARKET ALONG WITH THE BRIDGE

PLAN OF THE PUBLIC SPACE/ PERFORMANCE AREA

10.85 SQ.M ELEVATION OF 35 SQ.M + 60 SQ.M (S +7) APARTMENT 35 SQ.M + 60 SQ.M (S +7) APARTMENT + 0.45 M + 3.51 M + 6.57 M + 9.63 M + 12.69 M + 15.75 M +18.81 M + 21.87 M + 24.93 M +27.99 M + 31.05 M + 34.11 M + 37.17 M + 40.23 M + 43.29 M + 46.35 M + 49.41M + 52.47 M + 55.53 M + 58.59 M + 61.65 M + 64.71 M + 67.51 M +18.81 M SECTION B-B’ + 0.45 M + 0.45 M + 3.51 M + 3.51 M + 6.57 M + 6.57 M + 9.63 M + 9.63 M + 12.69 M + 12.69 M + 15.75 M + 15.75 M +18.81 M +18.81 M + 21.87 M + 24.93 M +27.99 M + 31.05 M + 34.11 M + 61.65 M + 64.71 M + 67.51 M 0 5 10 15 20 SECTION B-B’ SECTION C-C’ + 0.45 M + 3.51 M + 6.57 M + 9.63 M + 12.69 M + 15.75 M +18.81 M + 21.87 M + 24.93 M +27.99 M + 31.05 M + 34.11 M + 37.17 M + 40.23 M + 43.29 M + 46.35 M + 49.41M + 52.47 M + 55.53 M + 58.59 M + 61.65 M + 64.71 M + 67.51 M ELEVATION OF CLUSTER B KEY PLAN 1943 SIMRAN VICHARE 4 10 10 15 20 10 50 100 SECTION B-B’ SECTION C-C’ + 0.45 M + 0.45 M + 3.51 M + 3.51 M + 6.57 M + 6.57 M + 9.63 M + 9.63 M + 12.69 M + 12.69 M + 15.75 M + 15.75 M +18.81 M +18.81 M + 21.87 M + 21.87 M + 24.93 M + 24.93 M +27.99 M +27.99 M + 31.05 M + 31.05 M + 34.11 M + 34.11 M + 37.17 + 37.17 M + 40.23 M + 40.23 M + 43.29 M + 43.29 M + 46.35 M + 46.35 M + 49.41M + 49.41M + 52.47 M + 52.47 M + 55.53 M + 55.53 M + 58.59 M + 58.59 M + 61.65 M + 61.65 M + 64.71 M + 64.71 M + 67.51 M + 67.51 M ELEVATION OF CLUSTER B KEY PLAN 1943 SIMRAN VICHARE

WALL SCHEDULE

TWIN BUNGALOW

NOTES

2. DRAWINGS SHOULD NOT BE

3. DATA'S ARE ASSUMED WHEREVER REQUIRED 4. R.C.C FRAMED STRUCTURE.

5. REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS.

6. WALLS ARE AND 230 AND 150 MM. THK. RESPECTIVELY.

7. BRICKS TO BE LAID WITH FROGS UPWARDS.

8. MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS.

9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES.

10. DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS.

11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY.

FLOOR SCHEDULE

SR. NO NAME LOCATION DESCRIPTION

TWIN BUNGALOW

NOTES

WALLS ARE AND 230 AND 150 MM. THK.

BRICKS TO BE LAID WITH FROGS UPWARDS.

SKIRTING SCHEDULE

MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS.

9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES.

DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS.

11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY.

12. ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE.

FIRST FLOOR PLAN

TWIN BUNGALOW

NOTES

1. THIS IS AN ACADEMIC EXERCISE.

DRAWINGS SHOULD NOT BE MEASURED.

DATA'S ARE ASSUMED WHEREVER REQUIRED 4. R.C.C FRAMED STRUCTURE.

5. REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS.

WALLS ARE AND 230 AND 150 MM. THK. RESPECTIVELY.

7. BRICKS TO BE LAID WITH FROGS UPWARDS.

8. MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS.

9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES.

10. DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS.

11. PLASTER THICKNESS 12 MM INTERNALLY 12. ALL DIMENSIONS ARE FROM UNFINISHED TO 13. LEVELS ARE MENTION WITH REFERENCE TO 14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED

15. VOIDS TO BE MARKED WITH DIAGONAL LINES. 16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION

ANY AMBIGUITY TO BE CLARIFIED BY THE

13. LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL.

CEILING SCHEDULE

14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC.

LOCATION DESCRIPTION

VOIDS TO BE MARKED WITH DIAGONAL LINES.

16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK.

17. ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING.

KEYPLAN BRICK R.C.C SCREEDING BRICK BAT COBA STAIRCASE DETAILS

KEY PLAN

LEGEND

TWIN BUNGALOW

NOTES

BRICK R.C.C SCREEDING BRICK BAT COBA

STAIRCASE DETAILS

KEYPLAN

AND 18 MM EXTERNALLY.

ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE.

LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL.

ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC.

VOIDS TO BE MARKED WITH DIAGONAL LINES.

DRAWINGS TO BE CHECKED THOROUGHLY

12. ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE.

13. LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL.

14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC.

15. VOIDS TO BE MARKED WITH DIAGONAL LINES.

16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK.

DETAIL

17. ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING.

KEYPLAN

LEGEND

BRICK R.C.C SUNK

SECOND FLOOR PLAN

DETAIL

RIZVI

KEYPLAN

SKIRTING DETAIL

PCC VATA DETAIL

BRICK R.C.C SCREEDING

BOXING EXTENSION (EXTENSION TREATMENT)

MM THICK TOUGHENED GLASS

BRICK BAT COBA

STAIRCASE DETAILS

MM THICK BRICK BAT COBA

STAMP

40 MM SCREEDING

150 MM THICK RCC SLAB

MM THICK CANTILEVERED RCC SLAB

230 MM THICK BRICK WALL

10 MM THK MOSAIC TILES 150 MM THICK RCC LINTEL

SIMRAN

FOUR TRACK ALUMINIUM FRAMED SLIDING WINDOW WITH 8 MM THICK GLASS

ALUMINIUM RAILING

MM THICK GRANITE FRAME

MM THICK RCC SILL

COLLEGE OF ARCHITECTURE

600 MM X 230 MM RCC BEAM 12 MM THICK INTERNAL PLASTER

KEYPLAN

MM THICK EXTERNAL PLASTER

SLIDING WINDOW GLASS WITH 8 MM THK GLASS

100 MM SKIRTING

MM PLINTH PROTECTION

600 MM X 230 MM RCC

PLINTH BEAM

TERRACE GARDEN 9655 MM X 5770 MM BATHROOM 2500 MM 1500 MM BEDROOM 6000 MM X 4660 MM 1650 800 2500 600 15001500 420 450 310 1060 2730 750 720 450 300 900 6000 905 3000 755 4500 910 1510 3810 1915 880 1160 255 900 1410 900 6780 300 6505 4660 3115 4630 3135 1710 3165 5770 9655 5770 7501350 6000 3000 1220 5155 1800 350 1800 350 454647484951525455 56 58 59 61 62 64 65 66 1200 2500 EQEQEQEQEQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 650315003004280320 12905 250 4590 300 1420 230 245 2015 240 250 9905 9535 6750 MM LVL 6750 MM LVL 6750 MM LVL + 6750 MM LVL TERRACE 6503 MM X 4660 MM TERRACE 3354 MM X 4650 MM 3355 6750 MM LVL W4 900 W3 W5 D3 D2 D3 TERRACE GARDEN 9655 MM X 5770 MM BATHROOM 2500 MM 1500 MM BEDROOM 6000 MM X 4660 MM TERRACE 6503 MM X 4660 MM TERRACE 3354 MM X 4650 MM W4 W3 W5 D3 D2 D3

SR. NO NAME LOCATION DESCRIPTION 1 W1 ALL ROOMS EXCEPT TOILET AND KITCHEN 12 MM THK PLASTER, 1 COAT OF PUTTY, 2 COATS OF PRIMER, 2 COATS OF ASIAN PAINTS ROYALE ASPIRA CREAM PAINT 2 W2 KITCHEN WHITE NITCO DADO TILES 600 X 300 MM 3 W3 TOILET GREY NITCO DADO TILES 600 X 300 MM

1 F1 ALL ROOMS EXCEPT TOILET AND TERRACE 38 MM THK CEMENT SCREEDING, 12 MM THK NITCO 600 X 600 MM POLISH VITRIFIED TILES WITH WHITE CEMENT GROUT 2 F2 TOILET 38 MM THK CEMENT SCREEDING, 10 MM THK NITCO CUBIX GREY 300 X 300 MM ANTI-SKID VITRIFIED TILES 3 F3 TERRACE 300 MM SCREEDING 10 MM THK MOSAIC TILES

1 S1 ALL ROOMS EXCEPT TOILET AND TERRACE 38 MM THK CEMENT SCREEDING, 12 MM THK NITCO 600 X 100 MM POLISH VITRIFIED TILES WITH WHITE CEMENT GROUT 2 S2 TOILET 38 MM THK CEMENT SCREEDING, 10 MM THK NITCO CUBIX GREY 300 X 100 MM ANTI-SKID VITRIFIED TILES 3 S3 TERRACE 300 MM SCREEDING 10 MM THK MOSAIC TILES

SR. NO NAME

1 C1 ALL ROOMS EXCEPT TOILET 12 MM THK PLASTER, 1 COAT OF PUTTY, 2 COATS OF PRIMER, 2 COATS OF ASIAN PAINTS APEX ULTIMA WHITE PAINT 2 C2 TOILET 12 MM THK SAND PLASTER AND FINISHED WITH WHITE PLASTIC PAINT WINDOW SCHEDULE SR. NO WINDOW SIZE LINTEL HEIGHT SILL HEIGHT DESCRIPTION 1 W1 3000 X 1300 2100 800 FOUR TRACK ALUMINIUM FRAMED WINDOW GLASS WITH 8 MM THK GLASS 2 W2 1800 X 1300 2100 800 8 MM THK FIXED GLASS PANEL WITH T.W FRAME 3 W3 3000 X 2000 2100 100 FOUR TRACK ALUMINIUM FRAMED SLIDING WINDOW WITH 8 MM THK GLASS 4 W4 600 X 900 2100 1200 FIXED LOUVERS 5 W5 1800 X 1300 2100 800 THREE TRACK ALUMINIUM FRAMED WINDOW GLASS WITH 8 MM THK GLASS 6 W6 400 X 1300 2100 800 SINGLE SWING CASEMENT WINDOW 7 W7 1500 X 1300 2100 800 THREE TRACK ALUMINIUM FRAMED WINDOW GLASS WITH 8 MM THK GLASS 6750 MM LVL 6750 MM LVL 6750 MM LVL 6750 MM LVL MIDLANDING +8550 MM LVL + 6750 MM LVL C1 W1 F1 S1 C1 W1 F1 S1 C1 W1 F1 S1 C1 W1 F1 S1 C2 W3 F2 S2 C2 W3 F2 S2 C W1 F3 S3 W1 F3 S3 C W1 F3 S3 C W1 F3 S3 W1 F3 S3 W1 F3 S3 1650800 2500 6001500 1500 4204503101060 2730750720450300900 6000 905 3000 7554500 910 1510 3810 880 1160 255 900 6780 300 6505 4660 3115 4630 3135 1710 3165 5770 9655 5770 750 1350 6000 3000 1220 1800 350 1800 350 1200 2500 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQEQEQEQEQEQEQEQEQEQ 6505 1500 300 4280 320 12905 250 230 245 240 250 9905 9535 4660 3355 900 454748495051525355 56 57 58 59 60 63 65 66 20 TREADS 300 MM 22 RISERS 150 MM 20 TREADS 300 MM 22 RISERS 150 MM SUNK 200 MM LVL SUNK 200 MM LVL SUNK 230 MM LVL SUNK 230 MM LVL UP UP

COLLEGE OF ARCHITECTURE YEAR 3RD YEAR SEMESTER 6 EXAM SEAT No. 5347 ROLL No.: 1943 NAME : SIMRAN S. VICHARE DWG No.: 8 SCALE : 1:50 COLLEGE STAMP & SIGN.

THIS IS AN ACADEMIC EXERCISE.

MEASURED.

EXTERNAL

900

150

100

THREE TRACK ALUMINIUM FRAMED

RUBBLE PACKING 150

12 MM THICK TILES +/- 00 MM LVL + 600 MM LVL + 3900 MM LVL + 10500 MM LVL GROUND LEVEL GROUND LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL TERRACE LEVEL + 11500 MM LVL PARAPET LEVEL + 7350 MM LVL SECOND FLOOR BUND LEVEL + 7200 MM LVL + 4050 MM LVL FIRST FLOOR BUND LEVEL + 10650 MM LVL TERRACE BUND LEVEL SECTION A-A' 350 1800 1234567891011 12 13 14 15 16 17 18 19 20 21 22 2500 MIDLANDING +1950 MM LVL 300EQEQEQEQEQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 300 350 1800 350 2324252627282930313233 34 35 36 37 38 39 40 41 42 43 44 2500 MIDLANDING +4250 MM LVL EQEQEQEQEQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 20 TREADS - 300 MM 22 RISERS 150 MM 20 TREADS - 300 MM 22 RISERS - 150 MM + 750 MM LVL + 3450 MM LVL 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 350 FIRST FLOOR STAIRCASE PLAN @ SCALE 1:25 GROUND FLOOR STAIRCASE PLAN @ SCALE 1:25 40 MM SCREEDING 100 MM SKIRTING HANDRAIL BALUSTER STRINGER BEAM NEWEL POST MIDLANDING 600 MM X 230 MM RCC BEAM 150 MM THICK RCC SLAB 20 MM THICK WOODEN TREAD 18 MM THICK KADAPPA STONE 12 MM THICK MORTAR 600 X 600 MM 12 MM THICK VITRIFIED TILES 3300 3300 4965 690 100 1300 150 450 600 690 100 1300 150 450 1180 690 100 1300 150 55 4520 10265 1234567891011 300EQEQEQEQEQEQEQEQEQ TREAD DETAIL PLAN @ SCALE 1:25 STAIRCASE SECTION @ SCALE 1:25 FINISH RISER TREAD LINE RCC TREAD LINE TREAD EDGE NOSING LINE 5 MM THK MORTAR 5 MM CHAMFER 12 MM THK NITCO 600 X 100 MM POLISH VITRIFIED TILES 20 MM THK WOODEN TREAD 18 MM THK KADAPPA STONE 12 MM THK MORTAR STAIR STRINGER BEAM 12 MM THK MORTAR BALUSTER INTERMEDIATE RAILS PIPE SECTION 18 MM THK KADAPPA STONE 20 MM THK WOODEN TREAD STAIR STRINGER BEAM 10 MM METAL COVER CAP NOSING

@ SCALE 1:2 RAILING

@ SCALE 1:10

@ SCALE 1:2

RIZVI

YEAR 3RD YEAR SEMESTER : 6 EXAM SEAT No. 5347 ROLL No.: 1943 NAME :

S. VICHARE DWG No.: 18 SCALE : 1:25 COLLEGE

& SIGN. LEGEND 14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC. 15. VOIDS TO BE MARKED WITH DIAGONAL LINES. 16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK. 17. ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING.

12 MM THK MORTAR 18 MM THK KADAPPA STONE STAIR STRINGER BEAM 20 MM THK WOODEN TREAD TREAD AND RISER DETAIL @ SCALE 1:5

1. THIS IS AN ACADEMIC EXERCISE. 2. DRAWINGS SHOULD NOT BE MEASURED. 3. DATA'S ARE ASSUMED WHEREVER REQUIRED 4. R.C.C FRAMED STRUCTURE. 5. REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS. 6. WALLS ARE AND 230 AND 150 MM. THK. RESPECTIVELY. 7. BRICKS TO BE LAID WITH FROGS UPWARDS. 8. MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS. 9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES. 10. DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS. 11. PLASTER THICKNESS 12 MM INTERNALLY

12.

13.

14.

15.

16.

100 MM SKIRTING HANDRAIL BALUSTER STRINGER BEAM NEWEL POST MIDLANDING 600 MM X 230 MM RCC BEAM 150 MM THICK RCC SLAB 20 MM THICK WOODEN TREAD 18 MM THICK KADAPPA STONE 12 MM THICK MORTAR 600 X 600 MM 12 MM THICK VITRIFIED TILES 5 MM THK MORTAR 5 MM CHAMFER 12 MM THK MORTAR BALUSTER INTERMEDIATE RAILS PIPE SECTION 18 MM THK KADAPPA STONE 20 MM THK WOODEN TREAD STAIR STRINGER BEAM 10 MM METAL COVER CAP 12 MM THK MORTAR 18 MM THK KADAPPA STONE STAIR STRINGER BEAM 20 MM THK WOODEN TREAD NOSING DETAIL @ SCALE 1:2 RAILING DETAIL @ SCALE 1:10 YEAR 3RD YEAR SEMESTER : 6 EXAM SEAT No. 5347 ROLL No.: 1943 NAME : SIMRAN S. VICHARE DWG No.: 18 SCALE : 1:25 COLLEGE STAMP & SIGN.

17.

1800 2500 10050 MM LVL TREADS 300 MM RISERS 150 MM TREADS 300 MM RISERS - 150 MM TREADS - 300 MM RISERS 150 MM 750 MM LVL 3450 MM LVL 600 600 600 600 1:25 1:25 40 MM SCREEDING 100 MM SKIRTING HANDRAIL BALUSTER 600 MM X 230 MM RCC BEAM 150 MM THICK RCC SLAB 600 X 600 MM 12 MM THICK VITRIFIED TILES 1650 3300 3300 4965 690 100 1300 150 450 600 690 100 1300 150 450 1180 690 100 1300 2115 150 55 4520 10265 STAIRCASE SECTION @ SCALE 1:25 NOSING LINE 5 MM THK MORTAR 5 MM CHAMFER 12 MM THK NITCO 600 X 100 MM POLISH VITRIFIED TILES 20 MM THK WOODEN TREAD 18 MM THK KADAPPA STONE 12 MM THK MORTAR STAIR STRINGER BEAM INTERMEDIATE RAILS PIPE SECTION 18 MM THK KADAPPA STONE 20 MM THK WOODEN TREAD STAIR STRINGER BEAM 10 MM METAL COVER CAP 12 MM THK MORTAR 18 MM THK KADAPPA STONE STAIR STRINGER BEAM 20 MM THK WOODEN TREAD TREAD AND RISER DETAIL @ SCALE 1:5 RAILING DETAIL @ SCALE 1:10 SKIRTING DETAIL @ SCALE 1:2

RIZVI COLLEGE OF ARCHITECTURE YEAR 3RD YEAR SEMESTER : 6 EXAM SEAT No. 5347 ROLL No.: 1943 NAME : SIMRAN S. VICHARE DWG No.: 18 SCALE : 1:25 COLLEGE STAMP & SIGN.

LEGEND

RESPECTIVELY. 7.

10.

15.

PROOFING ADMIXTURES.

10. DRIP MOULD TO BE

THICKNESS

DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED

LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL.

14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC.

VOIDS TO BE MARKED WITH DIAGONAL LINES.

DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK.

ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING.

KEYPLAN

LEGEND

BRICK R.C.C SCREEDING BRICK BAT COBA SECTION A-A'

TWIN BUNGALOW

NOTES

1. THIS IS AN ACADEMIC EXERCISE.

2. DRAWINGS SHOULD NOT BE MEASURED.

STAMP & SIGN.

3. DATA'S ARE ASSUMED WHEREVER REQUIRED 4. R.C.C FRAMED STRUCTURE.

5. REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS.

No.: 12 SCALE : 1:50

6. WALLS ARE AND 230 AND 150 MM. THK. RESPECTIVELY.

NAME : SIMRAN S. VICHARE

7. BRICKS TO BE LAID WITH FROGS UPWARDS.

8. MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS.

9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES.

SEAT

10. DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS.

11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY.

12. ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE.

13. LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL.

RIZVI COLLEGE OF

14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC.

15. VOIDS TO BE MARKED WITH DIAGONAL LINES.

KEYPLAN

DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION

ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN

STAMP & SIGN.

GROUND LINE +/- 00 MM LVL 600 MM LVL 3900 MM LVL 10500 MM LVL 13800 MM LVL GROUND LEVEL PLINTH LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL TERRACE LEVEL MUMPTY LEVEL 11500 MM LVL PARAPET LEVEL 7350 MM LVL SECOND FLOOR BUND LEVEL 7200 MM LVL 4050 MM LVL FIRST FLOOR BUND LEVEL 10650 MM LVL TERRACE BUND LEVEL 600 MM X 230 MM RCC INTERNAL PLINTH BEAM 600 MM X 230 MM RCC EXTERNAL PLINTH BEAM 2630 MM 1000 MM RCC COMBINED FOOTING 1400 MM X 1000 MM RCC ISOLATED FOOTING RUBBLE PACKING 150 MM THICK PCC BED 900 MM PLINTH PROTECTION 100 MM SKIRTING 12 MM THICK INTERNAL PLASTER 18 MM THICK EXTERNAL PLASTER 600 MM X 230 MM RCC BEAM 230 MM THICK BRICK WALL 40 MM SCREEDING 150 MM THICK RCC SLAB 150 MM THICK BRICK BAT COBA 10 MM THK MOSAIC TILES PCC COPING STAIRCASE RAILING 150 MM THICK RCC LINTEL 100 MM THICK RCC SILL THREE TRACK ALUMINIUM FRAMED WINDOW GLASS WITH MM THK GLASS STRINGER BEAM 1800 MM DEEP RCC OHT 3300 31501300 2000 800 2100 100 6003300 3150 3300 4965 1300 2000 100 3300 3300 4965 1300 33003150 1300 800 2100 3150 800 1300 600

ARCHITECTURE YEAR : 3RD YEAR SEMESTER 6 EXAM

No. 5347 ROLL No.: 1943

DWG

COLLEGE

PROVIDED TO ANY PROJECTIONS. 11. PLASTER

12 MM INTERNALLY AND 18 MM EXTERNALLY. 12. ALL

FACE. 13.

15.

16.

17.

+/- 00 MM LVL 600 MM LVL + 3900 MM LVL 10500 MM LVL 13800 MM LVL GROUND LEVEL PLINTH LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL TERRACE LEVEL MUMPTY LEVEL 11500 MM LVL PARAPET LEVEL GROUND LINE 230 MM THICK BRICK WALL 18 MM THICK EXTERNAL PLASTER 12 MM THICK INTERNAL PLASTER 200 MM THICK PLASTER PROJECTION (FACADE TREATMENT) ALUMINIUM RAILING WITH 8 MM THICK GLASS 900 MM PLINTH PROTECTION 150 MM THICK PCC BED RUBBLE PACKING 600 MM 230 MM RCC EXTERNAL PLINTH BEAM 600 MM 230 MM RCC INTERNAL PLINTH BEAM 150 MM THICK RCC SLAB 40 MM FLUSH DOOR WITH T.W FRAME PCC COPING 150 MM THICK BRICK BAT COBA 40 MM SCREEDING 100 MM SKIRTING 1400 MM 1000 MM RCC ISOLATED FOOTING 7350 MM LVL SECOND FLOOR BUND LEVEL 7200 MM LVL 4050 MM LVL FIRST FLOOR BUND LEVEL FIXED LOUVERS 10650 MM LVL TERRACE BUND LEVEL 150 MM THICK RCC SLAB 600 MM X 230 MM RCC BEAM 10 MM THK MOSAIC TILES 6400 27002000 33003150 33003150 3300 1300 2100 EXAM SEAT No. 5347 ROLL No.: 1943 NAME : SIMRAN S. VICHARE DWG No.: 13 SCALE : 1:50 COLLEGE

16.

17.

R.C.C SCREEDING BRICK BAT COBA SECTION B-B' C2 W3 F2 S2 SUNK - 200 MM LVLSLOPE 1:100 STAINLESS STEEL SHOWER 150 MM BRICK WALL 12 MM THK INTERNAL PLASTER 10 MM THK 300 X 300 MM VETRIFIED TILES NAHANI TRAP 600 X 900 MM LOUVERED WINDOW FLOOR MOUNTED W.C WASHBASIN 230 X 450 MM RCC COLUMN 40 MM FLUSH DOOR 431 808 298453 275670207600 750 300300 2930 A A' B B' D D' C C' PLAN C2 W3 F2 S2 SUNK - 200 MM LVLSLOPE 1:100 230 X 600 MM RCC BEAM 230 MM THK BRICK WALL 12 MM THK INTERNAL PLASTER 10 MM THK 300 x 300MM DADO TILE GRANITE FRAME DOOR 150 MM BRICK WALL 10 MM THK VETRIFIED TILES 40 MM THK SCREEDING 150 MM BRICK BAT COBA 150MM THK RCC SLAB 230 X 600 MM PLINTH BEAM 900 MM PLINTH PROTECTION WALL MOUNTED SOAP MOUNTED 150 MM THK RCC LINTEL STAINLESS STEEL SHOWER FLOOR MOUNTED W.C EXHAUST FAN WASHBASIN 900 X 1050 MIRROR SUNK SLAB 230 X 600 MM RCC BEAM 12 MM THK INTERNAL PLASTER 150 MM BRICK WALL 10 MM THK 300 x 300MM DADO TILE 10 MM THK VETRIFIED TILES 40 MM THK SCREEDING 150 MM BRICK BAT COBA 150MM THK RCC SLAB 230 X 600 MM PLINTH BEAM 40 MM FLUSH DOOR 900 X 1050 MIRROR 230 X 600 MM RCC BEAM 12 MM THK INTERNAL PLASTER 150 MM BRICK WALL 230 MM THK BRICK WALL 10 MM THK 300 x 300MM DADO TILE 10 MM THK VETRIFIED TILES 40 MM THK SCREEDING SUNK SLAB 150 MM BRICK BAT COBA 150MM THK RCC SLAB 230 X 600 MM PLINTH BEAM WASHBASIN BOTTLE TRAP JETSPRAY 600 X 900 MM LOUVERED WINDOW 230 X 600 MM RCC BEAM 150 MM BRICK WALL 10 MM THK 300 300MM DADO TILE FLOOR MOUNTED W.C SUNK SLAB 150MM THK RCC SLAB 230 X 600 MM PLINTH BEAM 10 MM THK VETRIFIED TILES 40 MM THK SCREEDING 150 MM BRICK BAT COBA STAINLESS STEEL SHOWER 150 MM BRICK WALL 12 MM THK INTERNAL PLASTER 10 MM THK 300 X 300 MM VETRIFIED TILES NAHANI TRAP 600 X 900 MM LOUVERED WINDOW FLOOR MOUNTED W.C WASHBASIN 230 X 450 MM RCC COLUMN 40 MM FLUSH DOOR 431 808 298453 275670207600 750 300300 2930 1050 2100 750 302 475 470 828 1200 209924002700 3150 24002700 3150 24002700 3150 24002700 3150 1093 2238 11331238 2100 898 488 A A' B B' D D' C C' 2238 SECTION B-B' SECTION D-D' PLAN SECTION A-A' 1071 C2 W3 F2 S2 SUNK - 200 MM LVLSLOPE 1:100 230 X 600 MM RCC BEAM 230 MM THK BRICK WALL 12 MM THK INTERNAL PLASTER 10 MM THK 300 x 300MM DADO TILE GRANITE FRAME DOOR 150 MM BRICK WALL 10 MM THK VETRIFIED TILES 40 MM THK SCREEDING WALL MOUNTED SOAP MOUNTED 150 MM THK RCC LINTEL STAINLESS STEEL SHOWER WASHBASIN BOTTLE TRAP 900 X 1050 MIRROR SUNK SLAB 230 X 600 MM RCC BEAM 12 MM THK INTERNAL PLASTER 150 MM BRICK WALL 10 MM THK 300 x 300MM DADO TILE 10 MM THK VETRIFIED TILES 40 MM THK SCREEDING SUNK SLAB 150 MM BRICK BAT COBA 150MM THK RCC SLAB 230 X 600 MM PLINTH BEAM 40 MM FLUSH DOOR STAINLESS STEEL SHOWER 150 MM BRICK WALL 12 MM THK INTERNAL PLASTER 10 MM THK 300 X 300 MM VETRIFIED TILES NAHANI TRAP 600 X 900 MM LOUVERED WINDOW FLOOR MOUNTED W.C WASHBASIN 230 X 450 MM RCC COLUMN 40 MM FLUSH DOOR 431 808 298453 275670207600 750 300300 1050 2100 750 302 475 470 828 1200 209924002700 3150 24002700 3150 24002700 3150 2700 3150 1093 2238 11331238 2100 A A' B B' D D' C C' SECTION B-B' SECTION C-C' PLAN SECTION A-A' BATHROOM PLAN SECTION C-C’ SECTION D-D’ SECTION A-A’ SECTION B-B’ KEY PLAN

SASOON DOCKS I DOCUMENTATION I SEMESTER 6

Brief Interpretation

Due to the ongoing Covid-19 pandemic public mobility has had a sharp decline. Nonetheless, public transportation is still a necessity for the common man and it's almost inevitable to avoid such a social interaction. Thus public transport is evidently one of the main hubs for the spread of the virus In such places, the norm of social distancing is tough to practice and hence it needs to be tackled delicately in terms of design along with the requisite SOPs. This will help create a relatively much safer and healthier place for daily commuters and flatten the curve of new cases.

About the Site

• The city of Panvel is uniquely located right at the junction of NH4, NH4B and NH17.

• It provides a good connection to the nearby cities i.e Mumbai and Pune as well as districts in Maharashtra like Satara, Raigad, Ratnagiri.

It also provides access to cities like Bengaluru and can even reach upto Chennai. The states of Gujarat and Rajasthan are also within it's reach.

• The MSRTC bus terminus of Panvel is located beside the NH48 Highway.

• It is considered to be a strategic terminus in the MSRTC unit of bus terminals.

It is an important terminus because it connects to many other terminus, being an important element to many regular commuters and long distance travellers as it provides fast and cheap transport to it users.

• It is also a very large terminus that caters to 2.52 lakh passengers and 4200 buses daily carrying each and every one to their desired location.

• Despite being a large and important terminus, it's condition isn't very good

Why We Selected Destination Bus Terminus?

This type of bus terminus is a connecting node between Urban-Rural, UrbanUrban, Rural-Rural areas.

The waiting period of buses as well as passengers at destination bus terminus is considerably more, which leads to more interaction that needs to be tackled during the covid-19 situation.

There are less amount of bus terminus specially designed for inter-state bus traveling.

Post pandemic, many families will be travelling back towards the city causing overcrowding at destination bus terminus.

1. Only one functional ticket counter

Strengths

Extensive unused area on site.

• Prime location.

• Major transportation hub.

• Well linked to the city.

• Necessary facilities available around.

Eg. Mall, medical facility, police station, religious places.

Railway station at walking distance.

Adjoining NH48 Highway.

Weakness

• Very underdeveloped.

• Improper usage of land.

Very poor customer satisfaction.

No crowd management.

No medical facilities within site.

Random passenger circulation.

No distinct space for stake holders, which leads to encroachment.

• No involvement of universal design.

• Pre-existing dead spaces.

• Unhygienic sanitary.

2. Illegal encroachment by stakeholders

SWOT ANALYSIS

Ticket Counter Evolution

• Intially circular platforms were thought for increasing the distance between the counters and the passengers, which followed the norms of social distancing.

Unfortunately, having circular platforms occupied a large amount of area creating dead spaces inbetween which would lead to an invasion of beggars Hence the concept of a circular platform wasn't taken forward.

• Furthermore, a continuous hedge was provided which had the risk of being miss used for seating.

• Finally the hedges were divided providing staggering and transperancy within queues.

Opportunity

• Able to provide large number of employment to potential stakeholders

• Proper land use.

• Less crowding, better passenger circulation.

Hygienic working conditions.

Good sanitation.

Incorporating landscape.

Less commotion at entrance and exit points.

• Using universal design.

Threats

Enchroachment of stakeholders.

No immediate medical provision within the site.

Unhygienic conditions, which cause an increase in spread of Covid.

Improper landuse causes illegal activities in dead spaces.

No proper passenger circulation which causes accident prone regions within the site.

Random bus parking within the site causes hindrance in bus circulation.

Site Justification

It is a major junction between Raigad, Mumbai, Pune, Satara, Ratnagiri, etc.

It is on the National Highway (NH-48), so it is used as a pause point by various commuters.

The existing site has been neglected for years and it is in complete rudimentary form

It is surrounded by essential facilities like a railway station, malls, hospitals, police stations, temples, etc making it a prime zone for commuters.

The existing site caters around 3000 commuters on a daily basis.

There are a wide range of buses ranging from - local, intercity, intracity, inter-state, tourist, etc.

The existing terminus nests around 135 buses

The Panvel railway station is in very close proximity to the site which makes it a junction between daily users as well as interstate users.

PANVEL BUS TERMINUS

3. Toilets are Unhygienic and not maintained properly

4. No distinct bus circulation

Canteen and stake holders

Majority users before travelling indulge in the activity of buying snacks, newspapers, magazines, medicines, accessories, etc.

Providing stakeholders near the waiting area and central courtyard acts as a well accessed point for the stakeholders.

Having a proper canteen area at any public space is an important requirement. Keeping the existing small canteen and covid situation in mind, a comparatively large area is provided for the food court.

A hexagonal table with transparent glass partitions restricts direct interaction but at the same time allows a visual connection between the users was the only feasible solution.

VIEW D - MSRTC ENTRANCE AND TICKET COUNTER

CANTEEN TABLE EVOLUTION

Ticket Counter Evolution

Intially circular platforms were thought for increasing the distance between the counters and the passengers, which followed the norms of social distancing.

Furthermore, a continuous hedge was provided which had the risk of being miss used for seating. Finally the hedges were divided providing staggering and transperancy within queues.

S.S.A.388 ANDC 2020-21PANVEL BUS TERMINUS

PROBLEMS

BUS

CIRCULATION

PEOPLE CIRCULATION

S.S.A.388 ANDC 2020-21

MAHARASTRA

RAIGAD

PANVEL

SOCIAL DISTANCING NATURAL LIGHT AND VENTILATION AVOID COMMUNICATION THOUGHT PROCESS SITE LOCATION TOTAL AREA 33.363 SQ MT S.S.A.388 ANDC 2020-21PANVEL BUS TERMINUS

Canteen and stake holders INITIAL DESIGN FINAL DESIGN

VIEW E - OVERLOOKING THE COURTYARD AND STAKEHOLDERS

INITIAL DESIGN FINAL

DESIGN VIEW D MSRTC ENTRANCE AND TICKET COUNTER CANTEEN TABLE EVOLUTION

ANDC ENTRY 2020 @National Associaiton of Students of Architecture (N.A.S.A)

Design Evolution

The concept of having a central courtyard surrounding pre-existing trees on site was taken into consideration.

Initially, having an enclosed space from all directions caused hindrance for air circulation and for the passengers.

Furthermore, the courtyard evolved into a semiopen space increasing the exposure to the trees on the site.

In the final stages of design evolution, interaction had largely increased which lead to complete transparency throughout the structure.

The courtyard has been developed into a welcoming space which connected various activities and achieves it's goal in becoming a central gathering unit

TERMINUS

PUBLIC CIRCULATION

Local Stakeholder

• The drop off area is an added feature to the existing site.

It is in very close proximity to the entrance making it very • strategically placed THE Autorickshaw stand making it very easy to access. in a destination bus terminal.

• of illegal encroachment by local stakeholders in Hence, to avoid the formation of dead spaces, stakeholders have been given dedicated areas up stalls.

• The area has been designed in such a way that the passengers stakeholders when they access the Autorickshaw stand through the drop off area.

PROBLEMS

The

Local Stakeholder

making it very easy to access.

Stakeholders play a vital role in a destination bus terminal.

• The site originally faced issues of illegal encroachment by local stakeholders in dead spaces Hence, to avoid the formation of dead spaces, stakeholders have been given dedicated areas to put up stalls.

The area has been designed in such a way that through the stakeholders when they access the Autorickshaw stand

1. Good number of ticket Counters are provided considering social distancing. 2. Dead spaces are avoided. 3. Janitor rooms are provided for toilet maintenance 4. Bus circulation is planned considering passenger circulation. Public Entrance Facilities Trees Pathway

SOLUTIONS ZONING FORM EVOLUTION BUS PARKING MSRTC LOCAL BUS STAND LOCAL STAKEHOLDER PARKING ST WOKSHOP OFFICE LOCAL STAKEHOLDERS RICKSHAW STAND DROP OFF LOCAL BUS STAND SECURITY CABIN S.S.A.388 ANDC 2020-21PANVEL BUS

5. Lack of immediate facilities like ATM, healthcare, shops. 6. Existing waiting area fails to cater the daily commuters. 7. Not universally designed. 8. Improper planning of spaces. 10 20 D D SECTION A-A’ A VIEW A - INTERIOR OF ST WORKSHOP A KEY PLAN DESIGN PLAN S.S.A.388 ANDC 2020-21PANVEL BUS TERMINUS 5. Stakeholders are given designated spaces within the site. 7. Ramps are provided at every level difference incorporating universal design. 8. A central courtyard has been provided to increase passenger circulation within the built structure. 6. Huge waiting area space is provided considering social distancing norms. SOLUTIONS 10 20 B B VIEW B OVERLOOKING THE CANTEEN FROM THE BAY AREA VIEW C MSRTC WAITING AREA B E F KEY PLAN DESIGN PLAN S.S.A.388 ANDC 2020-21PANVEL BUS TERMINUS SECTION C-C’ 0 Local Stakeholder INITIAL DESIGNCIRCULATION OF PEOPLE IN DROP OFF AREA FINAL DESIGN PUBLIC CIRCULATION VIEW OF

RICKSHAW

STAND EVOLUTION OF

RICKSHAW

STAND VIEW F - LOCAL STAKEHOLDERS NEAR THE LOCAL BUS STOP SECTION C-C’ 0 3

•

e drop off area is an added feature to the existing site.

is in very close proximity to the entrance making it very accessible by incoming buses. •

drop off area is strategically placed THE near Autorickshaw stand

INITIAL DESIGNCIRCULATION OF PEOPLE IN DROP OFF AREA

FINAL

DESIGN

PUBLIC

CIRCULATION VIEW OF RICKSHAW STAND EVOLUTION OF RICKSHAW STAND

SECTION D-D’

VIEW F - LOCAL STAKEHOLDERS NEAR THE LOCAL BUS STOP SECTION C-C’ 0 3

INITIAL DESIGN CIRCULATION OF PEOPLE IN DROP OFF AREA

FINAL

DESIGN VIEW OF RICKSHAW STAND EVOLUTION OF RICKSHAW STAND

ANDC ENTRY 2021

@National Associaiton of Students of Architecture (N.A.S.A)

MASA PANEL I ARCHITECTURAL REPRESENTATION DRAWING I SEMESTER

SITE DEVELOPMENT

HAND-DONE AND RENDERED MODELS

TRAVEL AND ARCHITECTURE

Hagia Sophia, Turkey Ephesus, Turkey Interiors, Mumbai CST Station, Mumbai Restaurant, Mumbai Ephesus, Turkey Eyub Sultan Mosque, Turkey Belfast City Hall, United Kingdom

A N K Y O U

T H

+91 9920551014 simrann_vichare simranvichare11@gmail.com