ARCHITECTURE DESIGN
PORTFOLIO
RUCHI JANI Kamla Raheja Vidhyanidhi Institute For Architecture Selected Work from 2015 to 2020
RUCHI JANI Architect
Phone : 9987105565 Email
: ruchijani6@gmail.com
Address : Kandivali (East), Mumbai DOB
: 17th June, 1997
EDUCATION
WOR
2015 - 2020 Kamla Raheja Vidhyanidhi Institute for architecture and environmental studies (KRVIA) Bachelors of Architecture / Mumbai University / CGPI : 8.19
Collag
2013 - 2015 Narsee Monjee College HSC / Mumbai University / 88%
Potte
2013
Children’s Academy SSC / Mumbai University / 94%
Poetr
Photo
Podca
Mima
Explo I am a recent graduate of architecture seeking the position of a junior architect. The past five years of my architectural training has offered me a wide range of experiences of design projects, workshops, hands-on working, site visits as well as exhibitions, With the kind of exposure that I have received, the meaning of architecture has evolved for me over the years. Academic work and professional practice have allowed me to explore multiple dimensions of designing. Eventually focusing more on unifying form, function, materiality, textures, interactions, experiences in built spaces while finding a balance between abstraction and practicality. I also have a keen interest in creating and designing spaces that are ephemeral in nature like production design or event spaces.
WORK EXPERIENCE 2018 - 2019 Studio Saransh , Ahmedabad Architecture Intern for 6 Months 2019
2016
Teaching Assistant at KRVIA, Mumbai Introductory workshop for freshers. KRVIA Library Summer Internship Compilation of first year studytrip work into a book published by KRVIA
Kashm
Mach Prama
Globa
Artific
Conte
SKILLSET
EXH
Software Skill:
The S
- Adobe Photoshop
Mumb
- Adobe Indesign - Adobe Illustrator
KRVIA
- AutoCAD
KRVIA
- Archicad - Google SketchUp
Class
- Rhinoceros 3D
Class
- Microsoft Office
Class
Hand drafting and rendering Model making (Laser cut + Handmade)
Luckn
Basic Carpentry
CV
Amateur Photography
LANGUAGES English | Hindi | Marathi | Gujarati
OTH
Produ Graph Event
RKSHOPS AND ELECTIVES
ge by Kaushik Mukhopadhyay
ry by Sonal Sundararajan
ography by Vrinda Seksaria
ery by Neha Kuchadkar
ast by Namrata Kapoor
ar Sinan by Nisha Mewada
oring Chunabhatti by Sheema Fatima.
miri people’s workshop by Mirza Sahib Beg.
hines for sound by Mihir Desai, Pranav Thole, ada Jagtap, Chinmay Shidore.
alisation and Culture by Dr. Binti Singh
cial Intelligence in Architecture by Sanket Parab
emporary Perspectives on Resilience by KRVIA
HIBITIONS + RESPONSIBILITIES
State of Architecture Allied Event: Make Shift
bai, Kalaghoda; Exhibition Team (2015)
A Annuals 2016, Exhibition team
A Annuals 2017, Exhibition team Representative, Third Year Representative, Fourth Year Representative, Fifth Year
now Study Trip Committee, Fourth year (2018)
HER INTERESTS
uction Design hic Design t Management
TABLE OF CONTENTS
01 02 03 04
PLACING THE DISPLACED GUWAHATI, ASSAM Undergraduate Thesis
JEENE BHI DO YAARO PATRA CHAWL, MALWANI, MUMBAI Architecture Design
INSTITUTION OF FAITH AJMER, RAJASTHAN Architecture Design
INSTITUTION OF EVERYDAY LIFE AJMER, RAJASTHAN Architecture Design
05 06 07 08
WORKING DRAWINGS INSTITUTION OF EVERYDAY LIFE Technology and Building Construction
INSTITUTION OF DEMOCRACY SHINDEWADI, DADAR, MUMBAI Architecture Design
WORKING DRAWINGS INSTITUTION OF DEMOCRACY Technology and Building Construction
REVIVING RIVER GOMTI LUCKNOW, UTTAR PRADESH Urban Design
09 10 11 12
ARCHITECTURE AS A SCAFFOLD GOL DEVAL, MUMBAI Architecture Design
INVISIBLE CITIES ANEGUNDI, KARNATAKA Architecture Design
MAPPING RURAL SETTLEMENTS ANEGUNDI, KARNATAKA Documentation
BUILDING STORIES CHAKRATA, UTTARAKHAND Documentation
13 14 15 16
BUILDING TECHNOLOGY & ALLIED DESIGN Material Exploration
FORTUNE NEST VAPI, GUJARAT Professional Practice
PPS PROJECT / DARSHAN HALL BHOPAL, MADHYA PRADESH Professional Practice
SUMAN SONI HOUSE VAPI, GUJARAT Professional Practice
01
PLACING THE DISPLACED
Understanding and Reclaiming identity of the Marginalised through the case of NRC in Assam. GUWAHATI, ASSAM SEMESTER : 9 & 10, Thesis | GUIDE : Rohan Shivkumar TYPE : Institutional | BUILT-UP AREA : 4440 Sq. M
The primary intent is to explore how does the power of architecture, empowers the dis empowered. The thesis attempts to closely document the lives of communities that do not have any support or recognition from the state or the society they believe to be a part of. It tries to acknowledge the contribution of the marginalized community. And to interpret how architecture can validate their presence by creating ‘new public spheres’ and have ‘contemporary forms of collective associations’. The North-Eastern states of India share international borders with Bangladesh, which is relatively porous in nature; allowing immigration within the country. There has been an influx of people immigrating primarily to Assam over the years. To curb this unauthorized immigration, the state of Assam is thus updating the National Register of Citizens, with an intent to weed out “infiltrators” and there are nearly 2 Million people excluded from the list. These people contributing to the socio-economic development of the state for decades, are a marginalized community living on the fringes.
OBLIQUE VIEW
Timeline of reforms in the boundaries of region, states and nation over
the years which resulted in movement of people. The chronology helps one to understand the distinct trajectory followed by people over the years.
Formation of Assam with Shillong as Capital.
1912
Partition of India and Pakistan.
1838
1947
BENGAL PRESIDENCY
Partition of Bengal into a Be new predominantly Bengali
Formation of the state of Assam
1950
People & communities living in the wet lands of river Brahmaputra and its
tributaries to district with maximum exclusions to the city areas were explored. This diverse range was to understand the points of view of multiple people ranging from locals to apparent immigrants to officials on the subject of NRC.
Kobita Begam Farm Worker
Marium Nessa Farm Worker
Muzzamil H Shop Owne
BARPETA TOWN GARUKHUTI
Areas Explored
Autorickshaw Driver
URBAN ASSAM
GUWAHATI
RURAL ASSAM
DHALPUR
Street Vendor
Handloom
Let Our Choices Be Heard.
engali-Hindu province of West Bengal and a i Muslim province, East Bengal and Assam.
1905
Let Us Settle With Dignity.
Reformation of the state of Assam
Haque er
m worker
Sukur Ali Farm Worker
1971
Abdul and Nur Alam Children
Border
TODAY
Nasima Begam House Wife Let Us Have Opportunities.
Street Vendor
Street Vendor
Cycle Rickshaw Driver Let Us Stay Safe With Our Loved ones
SOCIAL INFRASTR Schematic Plans of Existing Support infrastructure
functioning in a enclosed room highlighting the constrained spatial structure of the active institutions.
Design Elements
The design explor
diagram following a c well with the site and to puncher.The inten together generating pathway which would Plan of Foreigners' Tribunal, Barpeta
Non linear, zig zag pathway w context.
Plan of AAMSU Office, Guwahati
Intersecting pathway with pe in a plaza.
Massing
Plan of Typical NGO Office
RUCTURE FOR PLACING THE DISPLACED IN ASSAM
ration was about creating a certain pathway that responds d allows for walls and volume nt was to have walls coming a play of volumes along a d result in spaces of acts. Elongated pathway with spaced-out institutions, spread over the entire edge.
Peripheral pathway, enclosing spaced-out institutions, spread over the entire edge
with perpendicular institutions, non parallel to
Elongated, non linear pathway, intersecting spaced-out institutions, spread over the entire edge.
Disjunct pathway, connecting spaced-out institutions.
erpendicular compacted institutions, opening
Peripheral pathway, enclosing spaced-out institutions, spread over the entire edge .
Continuous, curvilinear pathway, connecting spaced-out institutions, spread over the entire edge.
SITE PLAN
5
1
6
8 7
2 7
7
7
14
9 3 9
7
7
14
4
10
11
12
13
LEGEND 1 2 3 4 5 6 7
14
MULTIPURPOSE HALL LEGAL AID CENTER VOCATIONAL TRAINING CENTER SPORTS FACILITY LIBRARY COMMUNITY HALL FOLLIES
8 9 10 11 12 13 14
AMPHITHETER WATERBODY BADMINTON COURTS BASKETBALL COURT CYCLING TRACK FOOTBALL COURT PARKING SPACE
GROUND FLOOR PLAN
BIRD EYE VIEW
4
1
4
2
3
4
LEGEND 1 DORMITORY 2 LEGAL AID CENTER 3 VOCATIONAL TRAINING CENTER 4 TOILET
FIRST FLOOR PLAN
PLAN, AXONOMETRIC VIEW AND WALL SECTION THROUGH LEGAL AID CENTER
PLAN, AXONOMETRIC VIEW AND WALL SECTION THROUGH VOCATIONAL TRAINING CENTER & SPORTS FACILITY
PLAN, AXONOMETRIC VIEW AND WALL SECTION THROUGH LIBRARY
OBLIQUE VIEW ZOOM-INs
Entry Courtyard
Legal Aid Center
Dormitory
Dorm, Entry Courtyard, Library
Library
Community hall, mound
Waterbody, Spillout spaces
Vocational Training Center
Conversation Square, Waterbody
Sorry Tree, Mound
Converstation Square
Amphitheater, Green Room
Sports Facility and Playground
Converstation Square
Mound, Memory Lab, Converstaion Square
Viewing Deck
02
JEENE BHI DO YAARO
Understanding complex reality of degenerating urban living environments or poor urban communities. PATRA CHAWL, MALWANI, MUMBAI SEMESTER : 9 | GUIDE : Ashok Lall & Vandana Ranjitsinh TYPE : Housing | BUILT-UP AREA : 26260 Sq. M
The studio intends to give a good taste of the potential of professional work in the real world to transform the quality of life in Patra Chawl. Patra chawl settlement is a part of Ambujwadi in Malvani. Patra chawl is a settlement and lifestyle constructed out of ‘patras’ or scrap corrugated sheets put together. It is an informal and a temporary kind of informal settlement on government land. Since it is government land which is occupied by people, authorities have tried to pull down and demolish this settlement many a times. Which is also the primary reason for construction of houses using patras as they couldn’t afford to rebuild in another way. While people living in Patra chawl lack basic tangible infrastructure and amenities like toilets, water supply, electricity, healthcare and educational facilities, access and road networks; they also lack ownership and tenureship of the place, technology and employment which are intangible needs of people. Since the houses and settlement is temporary in nature it is assumed to be a transitional space where people use Patra chawl as a portal to enter the city and eventually earn means and access to the city to move out of the place. (Team - Ruchi Jani, Bansi Mehta, Yash Salian, Pranali Desai, Vidula Tare)
EXISTING SITE PLAN (HAND DRAWING)
SITE PLAN
NUMBER OF MEMBERS
NUMBER OF HOUSEHOLD
1
2 - 4 NOS
91
2
5 - 6 NOS
315
3
7 AND ABOVE
17
HOUSEHOLD INCOME PER MONTH
NO OF HOUSES
1
10000 - 20000
286
2
20000 - 30000
137
3
30000 - 50000
-
4
50000 AND ABOVE
-
AFFORDABILITY OF AREA FOR INCOME THUMBRULE
NO OF HOUSES
1
15 SQ.M
193
2
30 SQ.M
213
3
40 SQ.M AND ABOVE
17
EXISTING HOUSES ON SITE
425
TOTAL AREA OF THE SITE
62510 SQ.M
USABLE SITE AREA
27360 SQ.M
BUILT ON SITE (GROUND)
3900 SQ.M
OPEN SPACE ON SITE
23440 SQ.M
PER PERSON LIVING SPACE
7.8 SQ.M
PER PERSON LIVING SPACE
9.7 SQ.M
FLOOR SPACE INDEX
1 SHARED KITCHEN CATERING 8-10 UNITS TOILET BLOCK UNIT AREA + MEZANINE
1.4
40.5 SQ.M 32.2 SQ.M 31.6 + 13.45 SQ.M
B
TWO WHEELER PARKING
TWO WHEELER PARKING
RECAHRGE PIT
TOILET COMMON KITCHEN
UP
DN
VEGETABLE GARDEN
6.5 x 6m
UNIT
6x5m
DINING AREA/ GATHERING SPACE
UGT 4.6 x 3.6m
3.5 x 15 +750mm
UNIT
UNIT
6x5m
6x5m
A
A
UNIT
UNIT
6x5m
6x5m
COURTYARD 10 x 15m +450 mm
UNIT
UNIT
6x5m
6x5m
PLAY AREA 5 x 15 m +600 mm
UP
UP B’
CLUSTER 1
GROUND FLOOR PLAN
SECTION AA’
+ 00 mm
WATER TREATMENT SYSTEMS DIAGRAM
B
TOILET COMMON KITCHEN
UP
+4800
VEGETABLE GARDEN
UNIT
6x5m +4950
A’
A
CLUSTER 1
FIRST FLOOR PLAN
SECTION BB’
B’
EXPLODED INDIVIDUAL UNIT AND MATERIALS
EXPLODED CLUSTER AXONOMETRIC VIEW
CONSTRUCTION DETAILS
CLUSTER AXONOMETRIC VIEW
3D VIEW OF CLUSTER ARRANGEMENT
03
INSTITUTION OF FAITH/BRIDGES: BUILD, BURN
Understanding religious practices and their relationship with the communities that they serve. AJMER, RAJASTHAN SEMESTER : 6 | GUIDE : Mayuri Sisodia & Vinit Nikumbh TYPE : Institution | BUILT-UP AREA : 3050 Sq. M
The city of Ajmer is centred around the Dargah-E-Sharif or Hazrat Khawaja Gharib Nawaz Dargah. The Dargah complex, which is a religious hub also patronizes a number of cultural art forms. Highly traditional in nature, these are passed on from generation to generation and a lot of people remain aloof to these age old wisdoms. There seems to be a constant clash between these traditional art forms that dargah has to offer and contemporary learning, with the latter usually overpowering. Thus, the intend of the project is to conserve the available elements of culture by establishing a dialogue between the tradition and the contemporary through infrastructure that would allow the growth of traditions to add up to the value systems as well as do away with practices that are obsolete in today’s day and time. The project is an amalgamation of two distinct masses weaved together with bridges. These two masses emerging out of a third entity that ties everything together. These four components (traditional learning center, contemporary learning center, bridges and the archival/ display center) formulate the learning center. The aim is to create a center, uniting the traditional influence of the dargah and contemporary influence of the city. The new space hopes to be a connection between the past and the future. Design process involved interpreting “Bridges : Build and burn” in the context of the Dargah. Hence, build bridges that promote and nurture the rich cultural heritage of the Dargah-E-Sharif and burn those bridges that hold us back.
SITE MODEL
INTERVENTION MODEL
BASEMENT PLAN
FIRST FLOOR PLAN
SECTION AA’
SECOND FLOOR PLAN
VIEW
SECTION BB’
ELEVATION
W OF THE STEEL BUILDING
SECTION CC’
VIEW OF THE BRIDGE CONNECTING THE STONE BUILDING
PLAN WITH THE GRID
G
GROUND FLOOR PLAN
04
INSTITUTION OF EVERYDAY LIFE
Exploring the vernacular and institutional systems in Chakrata CHAKRATA, UTTARAKHAND SEM : 4 | GUIDE : Apurva Parikh & Namrata Kapoor TYPE : Institution | BUILT-UP AREA : 860 Sq. M
The project proposes to build a Meteorological and a community centre at Sawra, A settlement in Chakrata. Chakrata faces harsh climatic condition and the intervention aims at providing accurate information about the weather conditions to equip the villages to face the drastic change in the climate and prepare for it. The building is located next to the temple which is the highest point in the settlement. Building uses the existing community space as a foreground and sits as a bar with a bowl floating on the top along the street axis which is perpendicular to the existing village grid. The intervention borrows the village grid to form rectangular space. The bowl acts as an observation deck for star gazing or viewing the valley below and the foreground of the building becomes a space for community gatherings and celebrations.
SYNTHESIS DRAWING
FIRST FLOOR PLAN
BASEMENT PLAN
ELEVATIONS
INTERVENTION MODEL
1
2
INSTITUTION OF EVERYDAY LIFE in CHAKRATA SEMESTER : 5 | GUIDE : Dyanesh TYPE : Institution | BUILT-UP AREA : 860 Sq. M 400
4150
450
300
1650 1500
1:1
00
D2
LADIES TOILET
500 E
OP
W7
SL
00
1:1
950
C3
950
550
850
1100
D
5350
E-
1600 800
900
250
OP
GENTS TOILET
D2
1200
SL
00
1:1
100
SL
W7
R
E
OP
W7
S
D1 1950
P1
W9
1000
W7
850
C1
1600
U T
D2
D1
E-
1:1
00
Ø1200
W7
C5
-1500
F2C1 S2
D3 1750
HANDICAP'S TOILET
Q
3650
2050
2100
1100
OP
1600
SL
P2
2400 W8
7
6
8 5
9
P3
4
W8 10 3
UP
1550
11 2 1
W8
P N
12
1150
C7
-1500 W1
W1
6750
W1
P4
W1
W1
W1
M L
C9 W2
F1C1 S1
P5
-1500
INFORMAL PUBLIC SPACE W2
K J
C12 W3
W3
P6
W3
H G F
W6
C13
2050
W4
P7
8050
D4
1500
2750
1000
C15 1000
E
3600
05
WORKING DRAWINGS
W5
1700
2300
P8
2800
ADMIN W5
D
C17 8100
C
P9
B A
W9
C20
1
2
NOTES :
W7 CLEATS
N
1450
1
3
F3
50
5
AMPHITHEATER
6
NAME SIZES
9
FRAME
DN
W9
7350
7000
10
30600
12 13
D1
5050
14
D2
15
D3
16
D4
550
FIXED GLASS
1650
3500
GLASS HORIZONTAL LOUVERS
1000 x 900
C'8 8600
1 2 3
DISCRIPTION
FROSTED GLASS WINDOWS FIXED AT 2050MM ABOVE THE GROUND WITH ALUNIMIUM FRAME.
NO.
4
W'1
5 6 7
MATERIAL ALUMINIUM FROSTED GLASS
10
8
W'1
P'4
9 10
W'1
NO.
SINGLE LEAF, FRAMED AND PANELLED TIMBER DOOR 900 x 1800 750 x 1800 1100 x 1800 1000 x 2100
-3000
SKETCH
1500
02 04 01
13 14
CONFERENCE AREA
1550 900
01
11 12
DOOR FRAME TIMBER PANEL W'1 16MM
15 16
760
17
17
M L
J
P1 P2 P3 P4 P5 P6 P7 P8 P9
4600 x 3000 2750 x 2800 3800 x 3000 7600 x 3000 2800 x 3000 3550 x 3000 0950 x 3000 2750 x 3000 2700 x 3000
01 01 01 01 01 01 01 01 01
-1500
H 750
F2
IPS FLOORING CONCRETE FLOORING TOUGHNED GLASS
9800
C16
F E
15
C'11
K J
STEEL HOOK
W'3
W'3
C'13
SISMOLOGY LAB
CEILING SCHEDULE NAME TYPE
F
STEEL I SECTIONS AND RCC DECKING
D4
W'4
P'7
G
C1
-4500
ALUMINIUM FRAMEW'2
PARQUET BOARD (20 MM) MORTAR (10 MM) RCC SLAB (150 MM) W'3
H
G
C14
5 CLOTH
P'6
PARQUET FLOORING: WOODEN BLOCKS LAID IN HERRING BONE PATTERN
F3 F4
F1C2 S1
SKETCH
F1
WATER BODY
L
SKETCH
CURTAIN ATTACHED K TO ALUMINIUM FRAME WELDED TO THE BEAM AND CLIPPED J TO THE ALUMINIUM C'12 FRAME AT THE BASE. 15
FLOORING SCHEDULE NAME TYPE
M
W'2
P'5
NO. DESCRIPTION
C'10
H
D4
C'14
1000
K
20
300
UP
C11
1150
WEST FACADE NAME SIZE
19
3200
25
1700
115 THICK BRICKWORK WITH 12MM INTERNAL PLASTER.
18
4500
M 230 THICK BRICKWORK WITH 12MM INTERNAL PLASTER AND 19 MM C'9 EXTERNAL SANDFINISH PLASTER L
10
C10
D:\The Third year\398774105_873.jpg
20
W'1
5300
19
MASONARY SCHEDULE DESCRIPTION
1000 300
18
0
P N
DN
TIMBER FROSTED GLASS
01
DOOR SCHEDULE NAME DESCRIPTION
-3100 11
70
30
8
P'3
C'7
N
50
7
Q
3900
30
70
1400 x 20
FROSTED GLASS WINDOW
00
-1200
C'6
MATERIAL
NO.
TYPE
4
1450
SKETCH
TIMBER FROSTED GLASS
60
NAME SIZES W6
2
R
DISCRIPTION
FRAME
DN
1200
FROSTED GLASS WINDOWS FIXED AT 900MM ABOVE THE GROUND WITH TIMBER P FRAME.
FROSTED GLASS WINDOW
30
C8
MATERIAL
05
TYPE P
C'4
D1
2750
1800 1660
ENTRY
S
D2
GLASS PANEL SIZE 100 x 650
NO.
0750 x 1200
F2C2 S2 -4350
4950
DESCRIPTION Q
C'5 OPENABLE LOUVERED FROSTED GLASS WINDOWS FIXED AT 1200MM ABOVE THE GROUND WITH TIMBER FRAME.
60
2950
2900
W7
00
-750
P'2
400
1500 3850 2700
F4C1
-1500
3750
750
LADIES TOILET
PARQUET BOARD (20MM)
LOUVERED FROSTED GLASS WINDOW [TOILET] 70
I BEAM (300,200) AL. FRAME (80,22MM) 1800 GLASS CLEAR (16MM)
W7
CLEAR GLASS (16 MM THICK)
TYPE
FRAME -1650
03 06 02 03 01 02
D2
SKETCHCHANGING ROOM
ALUMINIUM
1200 x 2850 1200 x 3000 1400 x 3000 1120 x 3000 0750 x 3000 1370 x 3000
NAME SIZES
C'3
R
1200
W8 W1 W2 W3 W4 W5
Q
00
W7
NO. MATERIAL
65
F2C2 S2 -4350 2500
1:1
1200
NAME SIZES FRAME
C6
E-
PIVOTTED ROTATING GLASS FULL LENGTH GLASS PANELS ARE FRAMED WITH WINDOW WITH ALUMINIUM FRAMES ON THE TOP AND BOTTOM WHICH ARE FRAME PIVOTED OF THE CENTER. MOVEMENT IS RESTRICTED 1500 S BY THE FRAME.
15
S R
C4
GENTS TOILET
D2
1500 OP
DESCRIPTION
00
1:1
S
SL
TYPE
-1500
950
E
P LO
WINDOW SCHEDULE WATER BODY
300
20 MATEL PLATE
C'2
D1
NO. 1650
BOLTS
350
1600
T
5450
C1,C2,C3,C4, C5,C6,C7,C8 C9,C10,C11, C12,C13,C14, C15,C16,C17, C18,C19,C20
C (STEEL STANCHIONS) (AT LEVEL -1500)
D2
P'1
SKETCH
3400
3000
COUMN SCHEDULE COLUMN NO. TYPE
4
U
850
C2 METER ROOM
3
100
800
1200
2700
UGT
2
800
800
800
1800
1650
1. ALL DIMENSIONS ARE IN MILLIMETERS. 2. DO NOT SCALE THE DRAWINGS. 3. FOLLOW WRITTEN DIMENSIONS ONLY. 4. THIS DRAWING IS THE PROPERTY OF1THE ARCHITECT AND SHOULD NOT BE COPIED WITHOUT HIS PERMISSION. THIS DRAWING IS THE COPYRIGHT PROPERTY OF THE ARCHITECT. 5. ALL STRUCTURAL DIMENSIONS ARE TO BE REFERRED FROM THE STRUCTURAL ENGINEER'S DRAWINGS. 6. ALL SERVICES TO BE REFERRED FROM THE SERVICES CONSULTANT DRAWINGS. 7. FOR ALL OTHER DETAILS REFER TO OTHER RELEVANT DRAWINGS. 8. ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCEMENT OF WORK. U 9. IN CASE OF ANY DISCREPANCY SHOULD BE IMMEDIATELY C'1 BROUGHT TO NOTICE OF ARCHITECT/CONSULTANT. T
4
3
C'15 SKETCH
E
RCC (150 MM) CORRUGATED METAL SHEET (50 MM)
D4 2350
W'5
G F
C'16
E
I BEAM(300 MM)
SKIRTING SCHEDULE NAME TYPE S1 S2
C18
C19
C
B A
W'5
LAB. 2
D WOODEN PARQUET BOARD UPTO 150 C'17MM FROM THE FLOOR VITRIFIED TILES UPTO 1000 MM FROM THE FLOOR. C
SAWRA, CHAKRATA A
D
W'1
C'18
P'9
KAMLA RAHEJA VIDHYANIDHI B INSTITUTE FOR ARCHITECTURE NAME :
LAB. 1 4650
D
6100
4250
P'8
W'1
C'19
B A
N
C'20
C
RUCHI JANI YEAR :
3RD YEAR B.ARCH
DATE :
11/09/2017
ROLL NO : SCALE :
1529 2
1
3
4
SHEET:
3
4
GROUND FLOOR PLAN
GROUND FLOOR PLAN
SIGN :
SHEET NO :
04
FIRST FLOOR PLAN
SECTION BB’
SECTION AA’
SITE STUDY
Shindewadi court is a BMC court handling cases within the area of Colaba to Mulund. The site is close to the Dadar railway station and is bounded by MHADA buildings on 3 sides. Buildings around are commercial spaces on the ground and residential above. This nature of these buildings thereby make the ground plane active allowing secondary functions to spill out on the street. The trapezoidal plot houses the building which functions as a court on the ground floor and school on the 3 floors above it and also a playground adjecent to the building. Because of the trans-programming, the funtioning of the two is altered and restricted. The playground used by the school and the residents for various activities such as sports, leisure and festivities. (Team for Site study - Khyati Goyal, Kanika Gupta, Krutika Jagtap, Rucha Jaykhedkar, Raj Kachalia, Shreya Kamat, Suraj Thorat)
EXISTING SITE AXONOMETRIC
06
INSTITUTION OF DEMOCRACY
Studying existing court houses, the machinary and its perception by the public as an institution of democracy SHINDEWADI, DADAR, MUMBAI SEMESTER : 5 | GUIDE : Rohan Shivkumar TYPE : Institution | BUILT-UP AREA : 5900 Sq. M
The project proposes to reimagine the institute of democracy and build a space which promotes emotional and social aspect of life rather than ingnoring it, like most of the civic building in the country. The building is a blend of shared spaces between the existing school, the court and formal spaces which intends to promote public interaction.The building also hopes to metamorphose into community spaces in the evenings. The design thus aims at keeping the ground plane with a lot of congregation spaces. Every space in the building has its own spill out space which promotes informality even for the people working in the court. Along with the informal spaces, the linear building is designed to cascade into blocks hovering onto you as thought the justice having its own significance and a vital presence.
GROUND FLOOR PLAN
CROSS SECTION
LONG SECTION
SITE MODEL
ELEVATION INTERVENTION MODEL
ELEVATION
07
WORKING DRAWINGS
INSTITUTION OF DEMOCRACY in SHINDEWADI, MUMBAI SEMESTER : 6 | GUIDE : Nemish Shah TYPE : Institution | BUILT-UP AREA : 5900 Sq. M 19
18
17
15
16
14
A
L
800
S12
S13
1050
S11
D4 950 150 F1 M2 S1C1
D3
1050
C23 1950 1200
2260
SC19
D3
SL
OP
E-
1:1
770
2200
3850
NOTE METAL RAILING UPTO 1000MM
4 3 2 R=300 T=450
S9
DN
230
UP
F2 - C2
7040 C33
980
R=170 T=300
1 2 3 4 5 6 7 8 9 10 11
DN R=170 T=300
3510
F3 - -
D4 950 250
LADIES TOILET
1820
R=150 T=300 1 2 3
-1050
SC21 5
W1
C19
C22
00
1760
490
C21
12
1
+450
D1
W7
150
C38
3550
M
6510 x 7040
280
1280
K
1950
1280
800
LOBBY
1160
W7
C26
W4
W3
J
2560
5280 W4
1200
1870
H
D3
950 1600
C32
6510
G
5780
D4
900 810 GENTS TOILET F1M2 S1C1
11620
7430
2500
C37
13530 3500
F
1670
1200
450
14490
W4
W7
1220
9820 x 9500
S1 C1
2260
E
W7
COURTYARD
REGISTRAR F1M1 6510 x 7430
1200
1200
W4
D
W1
-1000
1680
550
6530
W4
-1000
1470
6510 2500
W4
S10
SC18
6150
C
SC20
1760
W3
980
13100
C31
280
1980
C36
280
9490
B
13
6280
20
750
21
1600
22
1200
23
Ø1200
24
1 2 3 4 5 6 7 8 9 10 11
12 13 14 15 16 17 18 19 20 21 22
C24
8450
-3200 C20
N C39
3320 8510
2240
2370
Q
1480
2820
D2
1580
1480
2500
860
D2
+450
W1
W1
C29
2500
3270
2500
C27
840
+450
2500
6800
2500
C25
6820
DN 1
-900
W1
3 R=300 T=600
C18
S1 C1
9510 x 11450
9510 x 5560
D1
W5 730
C40
1200
3 2 1 R=150 T=300
1480
D2
+450
6750
1230
1950
1950
1500
490 W5
2090 2360
3010
C35
C30
1500
2500
3270
2500
840
C28
W1
W1
7840 x 5610
F2 - -
10470
COURTYARD
COURT OFFICES F1M1
2500
2750
S1 C1
W1
1760
POLICE F1M1 CHAMBER S1 C1
CASHIER F1M1
9510 x 8510
10470
1000
R
T
1180
2
W1
S
1420
P
W1
C34
1760
W2
SC17
1180
SC16
8000
U
V
W
X
24
23
22
21
20
19
18
17
16
15
14
13
12
W7
A 1200
1200
W7
W7
1990
D4
2590
D4
+450
D3
1550
1960
1050 500
S5
F1 M2 S1 C1
D4
B
TOILET D3
11 10 9 8 7 6 5 4 3 2 1 R=170 T=300
150
G
4750
1 R=150 T=300
+450
C2,C3,C4,C5,C6,C7,C8,C15,C18
-2000mm
750 x 750
750 2250 2550
-3650mm
C22, C23, C26
1030 730
230 x 230
C9,C10,C11,C12,C13,C14,C16, C17,C19,C20,C21,C24
K
M C11
P C3
Q
SC2
F2M2 C3 2260
C15
R 2260
NOTE (FOR C2,C3,C4,C5,C6,C7,C15,C18) SEATING UPTO 500mm ABOVE FLOOR LEVEL. BRICKWALL UP 400MM AND 100MM PCC ABOVE IT
C4
SC10
S
SC3
T
SC15
16490
230 1650 1350
-3650mm 450 x 450
450 (STUB COLUMN) SC1,SC2,SC3,SC4,SC5,SC6,SC7, SC8,SC9,SC10,SC11,SC12,SC13, SC14,SC15,SC16,SC17
-2000mm
1650 1350
450 x 450
150
17
450
50 450
SHEAR WALL SCHEDULE SHEAR WALL NAME
LEVEL
S1 S2, S3, S4 S5, S6 S7, S8 S9 S10 S12,S13
SIZE 4100 x 200 2600 x 200 8000 x 200 1800 x 200 8450 x 200 2000 x 200 2600 x 200
-2000 mm -2000 mm -2000 mm -3650 mm -3650 mm -3650 mm -3650 mm
NOTE: CENTERLINES A, D, N, 5, 6,16,19 ARE THE CENTERLINES FOR RETAINING WALL CENTERLINE 1', A' ,B', C', D',E', F', G' ARE FOR THE COLUMNS C1a, C1b, C2a, C2b, C3a, C3b, C4a, C4b, C5a, C5b, C6a, C6b, C7a, C7b, C8a, C8b COLUMNS C15 AND C18 BRANCHES INTO C15a,C15b,C15c COLUMNS C2,C3,C4,C5,C6,C7,C8 BRANCHES INTO C1a, C1b,C2a, C2b, C2c, C4d, C3a,C3b, C4a, C4b, C5a,C5b,C6a, C6b, C7a,C7b WINDOW SCHEDULE NAME
W1 61450
12
450
50
L
SC1
SC9
50
150
SC8
R=170 T=300
3
150
N
F2 - -
9 50
H J
C2
NO. 16
450
150
F
2
DN
1660
1650 1350
E
3
8000
W1
C14
SKETCH
SCHOOL F2C2
1500
S8
C17
SIZE 450 x 450
50
D
F1 M2 S1 C1
F3
C10
11 10 9 8 7 6 5 4 3 2 1
LEVEL
M1
50
7780 20 19 18 17 16 15 14 13 12
COLUMN SCHEDULE COLUMN NO.
C1, C25, C27, C28, C29, C30, C31, -2000mm C32, C33, C34, C35, C36, C37, C38, C39, C40
440 550
1600
1200
150
C1
C1
C D4
S6
4260
2500 1780
2500
C13
-3290
W7
5210
11610
ADMIN F1M1 OFFICE S1 C1
3510
D2
1480
620
5480
NOTE DUMB WAITER UPTO GROUND FLOOR
S7
F2 1480 2550
2550
D2
W1
1200
TOILET
6800 x 5000
4990
1200
NOTES : 1. ALL DIMENSIONS ARE IN MILLIMETERS. 2. DO NOT SCALE THE DRAWINGS. 3. FOLLOW WRITTEN DIMENSIONS ONLY. 4. THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND SHOULD NOT BE COPIED WITHOUT HIS PERMISSION. THIS DRAWING IS THE COPYRIGHT PROPERTY OF THE ARCHITECT. 5. ALL STRUCTURAL DIMENSIONS ARE TO BE REFERRED FROM THE STRUCTURAL ENGINEER'S DRAWINGS. 6. ALL SERVICES TO BE REFERRED FROM THE SERVICES CONSULTANT DRAWINGS. 7. FOR ALL OTHER DETAILS REFER TO OTHER RELEVANT DRAWINGS. 8. ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCEMENT OF WORK. 9. IN CASE OF ANY DISCREPANCY SHOULD BE IMMEDIATELY BROUGHT TO NOTICE OF ARCHITECT/CONSULTANT.
450
S2 280
6240
4710
MIC ROOM
-1000
1
750
-1000
1760
PRINCIPALS F1M1 S1 C1 CABIN
4080
S1
2050
2
230
1800
C9
2500
W1
2500
3
820
4
UP
2550
5
4230
W1
C12
6
1500
7
1440
C16
8
S4
9
S3
10
280
11
DESCRIPTION
QTY
BRASS PIVOTS FIXED AT THE CENTER OF GLASS PANELS AND ALUMINIUM FRAME. MOVEMENT RESTRICTED WITH THE HELD OF STOPPERS
COMPONENTS
SIZES
LEVELS
14
QTY
S=500, L=2200
SKETCH PCC FRAME
1700
14 x 5 FROSTED GLASS 400 x 1150 = 70 16mmThk with Rubber casing NAME
W2
10
DESCRIPTION
PCC FRAME (Precasted)
SIZES
QTY
590 x 150 c/s
V
SC5
PCC FRAME
W
SC6
DESCRIPTION
QTY
2 6
L=3200 QTY
50 x 3200
8
50 x 10500
CLEAR GLASS 20mmThk with Rubber casing
1400 x 3000
CLEAR GLASS 20mmThk with Rubber casing
400 x 3000
NAME
DESCRIPTION
W5
GLASS PANELS HINGED TOGETHER SLIDING ON THE ALUMINIUM CHANNEL
2 6 2 QTY
LEVELS
L=2750
SIZES
QTY
ALUMINIUM FRAME
50 x 3200
4
ALUMINIUM CHANNEL
50 x 6750
2
50 x 3000
2
750 x 3000
DESCRIPTION OPENABLE LOUVERED FROSTED GLASS WINDOWS FIXED WITH ALUMINIUM FRAME. SIZES
HOLLOW ALUMINIUM FRAME
75x 50
FROSTED GLASS
650 x 100
13 QTY
LEVELS
8
S=1200, L=2400
SKETCH
1200
COMPONENTS
GLASS HORIZONTAL LOUVERS 75
6280
LEVELS
SIZES
ALUMINIUM FRAME
W7
X
3350
BRASS PIVOTS FIXED TO THE GLASS PANELS AND ALUMINIUM FRAME. MOVEMENT RESTRICTED WITH THE HELP OF STOPPERS
NAME
SC7
RUBBER CASING
400
W3 W4
CLEAR GLASS 20mmThk with Rubber casing
C8
GLASS 10
NAME
COMPONENTS
SC14
TIMBER FRAME
10
ALUMINIUM FRAME
C7
S=500, L=2200
1
COMPONENTS
SC13
LEVELS
1
150
C6
QTY
SKETCH
1x7 FROSTED GLASS 400 x 1150 = 7 16mmThk with Rubber casing SC12
2500
BRASS PIVOTS FIXED AT THE CENTER OF GLASS PANELS AND ALUMINIUM FRAME. MOVEMENT RESTRICTED WITH THE HELD OF STOPPERS
COMPONENTS
RUBBER CASING
400
10
150
53540
U
SC4
GLASS
1700
C5
SC11
FRAME
590 x 150 14 c/s
PCC FRAME (Precasted)
50
DOOR SCHEDULE NAME
11610
R=150 3 2 1 T=300
11
10
9
8
7
6
FLOORING SCHEDULE
5
4
3
CEILING SCHEDULE
2
DESCRIPTION SINGLE LEAF, FRAMED AND PANELLED TIBER DOOR
1
D1 D2 D3 D4
1950 x 2700 1480 x 2700 1200 x 2700 950 x 2700
NO.
SKETCH DOOR FRAME
02 04 05 06
GROUND FLOORDADAR PLAN SHINDEWADI, KAMLA RAHEJA VIDHYANIDHI
TIMBER PANEL 16MM
N
24
23
22
21
20
19
18000
14700
14
13
150 MM BBC 30 MM THK IPS
2400
BEAM BOTTOM LEVEL
15
12
LIFT ROOM
1150
15450
16
PCC COPING
750
FOURTH FLOOR LEVEL
17
WATA
150 MM BBC 30 MM THK IPS
TERRACE
150
PARAPET LEVEL
16750
18
S11
THIRD FLOOR LEVEL
11700
BEAM BOTTOM LEVEL
10950
CORRIDOR
D2
D2
SECOND FLOOR LEVEL
7950
BEAM BOTTOM LEVEL
7200
15 MM THK GRANITE 150 MM THK 2 WAY SLAB
CORRIDOR
3600
2700
S11
D2
D2
450
30 MM THK IPS
100 MM PCC 15 MM THK GRANITE PLINT BEAM
S11
-3200 -3650 200 MM THK RAFT SLAB 250 MM THK LIGHT WEIGHT CONCRETE 30 MM THK IPS WATER PROOFING
700
TOE BRICK PROTECTION
24
23
22
21
20
19
18
18000
FOURTH FLOOR LEVEL
15450
BEAM BOTTOM LEVEL
14700
THIRD FLOOR LEVEL
11700
BEAM BOTTOM LEVEL
10950
150 MM BBC 30 MM THK IPS
BEAM BOTTOM LEVEL
3450
450
S7
JUDGE's CHAMBER
S7
150 MM BBC 30 MM THK IPS
30 MM THK IPS
00 -150
S8
S7
COURT ROOM
W1
S6
RECORD ROOM
D3
REGISTRAR's OFFICE
S8
S7
S6
D3
100 MM PCC 15 MM THK GRANITE PLINT BEAM
-3200 -3650
UGT
500
TOE BRICK PROTECTION
D2
D2
D2
D2
JUDGE's CHA
S6
GUTTER BASEMENT FLOOR LEVEL RAFT SLAB BOTTOM
TERRACE
S6
D3
450
GROUND FLOOR LEVEL GROUND LEVEL BEAM BOTTOM LEVEL
150 MM BBC 30 MM THK IPS
WATA
3150
4200
12
OHT
1350
FIRST FLOOR LEVEL
13
2680
7200
14
D3
3600 3750
BEAM BOTTOM LEVEL
15
LIFT ROOM
S8
7950
16
PCC COPING
S8
SECOND FLOOR LEVEL
17
600
16750
1000
PARAPET LEVEL
3600
250 450
BASEMENT FLOOR LEVEL RAFT SLAB BOTTOM
1700
REGISTRAR's OFFICE
00 -150
450
GROUND FLOOR LEVEL GROUND LEVEL BEAM BOTTOM LEVEL
D2
S11
PUMP ROOM
200 MM THK RAFT SLAB 250 MM THK LIGHT WEIGHT CONCRETE 30 MM THK IPS WATER PROOFING
250 450
3450
W1
D2
3600
BEAM BOTTOM LEVEL
W1
CORRIDOR
2680
4200
3600 3750
FIRST FLOOR LEVEL
2700
S11
150 MM BBC 30 MM THK IPS
COURT ROO
W1
FILING AND SE
AMBER
11
10
9
8
7
6
5
4
3
2
1'
NOTES : 1. ALL DIMENSIONS ARE IN MILLIMETERS. 2. DO NOT SCALE THE DRAWINGS. 3. FOLLOW WRITTEN DIMENSIONS ONLY. 4. THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND SHOULD NOT BE COPIED WITHOUT HIS PERMISSION. THIS DRAWING IS THE COPYRIGHT PROPERTY OF THE ARCHITECT. 5. ALL STRUCTURAL DIMENSIONS ARE TO BE REFERRED FROM THE STRUCTURAL ENGINEER'S DRAWINGS. 6. ALL SERVICES TO BE REFERRED FROM THE SERVICES CONSULTANT DRAWINGS. 7. FOR ALL OTHER DETAILS REFER TO OTHER RELEVANT DRAWINGS. 8. ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCEMENT OF WORK. 9. IN CASE OF ANY DISCREPANCY SHOULD BE IMMEDIATELY BROUGHT TO NOTICE OF ARCHITECT/CONSULTANT.
1
PCC COPING 1350 1200
150 MM BBC 30 MM THK IPS
COLUMN SCHEDULE COLUMN NO.
W2
D2
CLASSROOM
D2
LEVEL
C1, C25, C27, C28, C29, C30, C31, -2000mm C32, C33, C34, C35, C36, C37, C38, C39, C40
SIZE
SKETCH
450 x 450
1650 1350 150
NO. 450
16
450
50 W2
W2
C2,C3,C4,C5,C6,C7,C8,C15,C18
W2
-2000mm
750 x 750
150
9
750
STAFF ROOM 50 750 2250 2550
2750
S10
-3650mm
C22, C23, C26
LIBRARY
1030 730
230 x 230
50
230 C9,C10,C11,C12,C13,C14,C16, C17,C19,C20,C21,C24
S10
150 450
200 MM THK FLAT SLAB
SCHOOL ADMIN
450
12
50 450
CAPITAL
EDGE BEAM 3600
100 MM PCC PLINT BEAM
W9
D2
(STUB COLUMN) SC1,SC2,SC3,SC4,SC5,SC6,SC7, SC8,SC9,SC10,SC11,SC12,SC13, SC14,SC15,SC16,SC17
-2000mm
1650 1350
450 x 450
150
450
17
50
KITCHEN
450
900
1500
230 1650 1350
-3650mm 450 x 450
W1
CAFE
3
150
SHEAR WALL SCHEDULE SHEAR WALL NAME S1 S2, S3, S4 S5, S6 S7, S8 S9 S10 S12,S13
LEVEL -2000 mm -2000 mm -2000 mm -3650 mm -3650 mm -3650 mm -3650 mm
SIZE 4100 x 200 2600 x 200 8000 x 200 1800 x 200 8450 x 200 2000 x 200 2600 x 200
NOTE: CENTERLINES A, D, N, 5, 6,16,19 ARE THE CENTERLINES FOR RETAINING WALL CENTERLINE 1', A' ,B', C', D',E', F', G' ARE FOR THE COLUMNS C1a, C1b, C2a, C2b, C3a, C3b, C4a, C4b, C5a, C5b, C6a, C6b, C7a, C7b, C8a, C8b COLUMNS C15 AND C18 BRANCHES INTO C15a,C15b,C15c COLUMNS C2,C3,C4,C5,C6,C7,C8 BRANCHES INTO C1a, C1b,C2a, C2b, C2c, C4d, C3a,C3b, C4a, C4b, C5a,C5b,C6a, C6b, C7a,C7b
SECTION AA' SECTION AA’
11
10
9
8
7
6
5
4
3
2
1'
1
1150
PCC COPING 150 MM BBC 30 MM THK IPS
S10
JUDGE's CHAMBER
D2
D2
JUDGE's CHAMBER
S10 W2
W2
OM
S10
ERVER ROOM
LIBRARY
S10
200 MM THK FLAT SLAB
SCHOOL ADMIN
CAPITAL
CAFE
900
100 MM PCC PLINT BEAM
3600
1500
EDGE BEAM
W9
KITCHEN
SECTION BB' SECTION BB’
SHINDEWADI, DADAR KAMLA RAHEJA VIDHYANIDHI INSTITUTE FOR ARCHITECTURE YEAR : 3rd YEAR B.ARCH NAME : RUCHI JANI
ROLL NO : 1529
SHEET: SECTION DATE : SIGN :
12/3/2018
SCALE : 1:100 SHEET NO :
N
00 PCC COPING
PCC COPING
50 30 MM THK IPS 100 MM BBC
50
30 MM THK IPS TERRACE100 MM BBC
30 MM THK IPS
TERRACE
PCC COPING
PCC COPING C28
C28
30 MM THK IPS 100 MM BBC
WATA
C21 S5
S5
-1000
TERRACE
-1000
W7
W7
W7 -1000
W7 -1000
C21
W7
W7
W7
C19
C19
C28
C16
C16
W2
W2
W2
C12
W7
C12
-1000
C9 S5
-1000
W2
C9 C21
W7
W7
W7
C19
C16
W7
00 S8 S10 S6 D4
JUDGE's CHAMBER D4 D4 D4
D3
00
D2
JUDGE's CHAMBER JUDGE's CHAMBERD2 D2
S8
JUDGE's CHAMBER JUDGE's CHAMBER
D2
JUDGE's CHAMBER JUDGE's CHAMBER D2 D2
D2
S7
S6 D2
JUDGE's CHAMBER D3
D4
D4
JUDGE's CHAMBER
D4
S7
S6
S10
D2
JUDGE's CHAMBER
D2
S8
S7
S6
D2
S10
JUDGE's CHAMBER
D2
D2
D2
S8
D2
S7
S6
D2
D2
D2
D2
JUDGE's CHAMBER
D2
950 S10 S6
W2
D4
COURT ROOM
D3
950
D4
D4
D4
D2
COURT ROOM COURT ROOM D2
D2
W2
W2
S8
COURT ROOM
D2
S7
W2
C29
S10
W2
D3
D4
D4
COURT ROOM
D4
D2
C29
C29
S10
S6
W2
COURT ROOM
COURT ROOM
D2
9100 x 7510
COURT ROOM COURT ROOM F1M1
F1M1 S1 C2
COURT ROOM
F1M1 S1 C2
9100 x 7510 9100 x 7510 S1 C2
F1M1 S1 C2
9100 x 7510
COURT ROOM 9100 x 7510
COURT ROOM
F1M1 S1 C2
F1M1 S1 C2
9100 x 7510
200 S10 W1
S6
D4
RECORD D4 D4 ROOM D4 100 MM PCC LINTEL
D3
200
W1
W1
W1
RECORDFILING ROOMAND SERVER ROOM
S8
FILING AND SERVER ROOM
LIBRARY
S7
S10
W1
S6
LIBRARY
D3
D4
D4
RECORD ROOM
D4
S10
FILING AND SERVER ROOM
LIBRARY
S11
450
C30 S10
D4 S6
50
30 MM D3 THK IPS
D4
00 150
D4
D4
200 MM THK FLAT SLAB
REGISTRAR's OFFICE
200 MM THK SCHOOL ADMIN FLAT SLAB S8
CAPITAL
S7
SCHOOL ADMIN D3 D4
S6
D4
200 MM THK FLAT SLAB
D4
00 50
PUMP LEVEL PARAPET KITCHEN ROOM UGT
KITCHEN
+7930
TOE
KEY SECTION @ 1:200
BRICK PROTECTION
C10
+7930
UP
C30
12 13 14 15 16 17 18 19 20 21 22
SCHOOL ADMIN
WAITING AREA C24
C22
R=170 T=300 1 2 3 4 5 6 7 8 9 10 11
C20
C20
C17
C23
D2
D2
WAITING AREA C24
C17
C14
12 13 14 15 16 17 18 19 20 21 22
C14 C11
D2
D2
C11 C22
C20
C17 D2
WAITING AREA
100 MM PCC C23 PLINT BEAM
C24
D2
C23
W9
CAFE
PCC COPING
KITCHEN
COURT ROOM
200 MM THK RAFT SLAB NCRETE 250 MM THK LIGHT WEIGHT CONCRETE 30 MM THK IPS WATER PROOFING
C13C10 S11
+7930
UP
R=170
12 T=300 13 14 15 16 1 17 2 18 3 19 4 20 5 21 6 22 7 8 9 10 11
C22
EDGE BEAM 100 MM PCC PLINT BEAM
100 MM PCC PLINT BEAM
16750
W9
GUTTER CAFE
R=170 T=300 1 2 3 4 5 6 7 8 9 10 11
CAPITAL
EDGE BEAM
W9
CAFE
C13
S10
CAPITAL
EDGE BEAM
PUMP ROOM
UGT
D2
D2
S11
UP
C30
S10
100 MM PCC 15 MM THK GRANITE PLINT BEAM
UMP OOM
D2
D2
W1
F1M1 S1 C2
9100 x 7510
200 MM THK RAFT SLAB 250 MM THK LIGHT WEIGHT CONCRETE 30 MM THK IPS WATER PROOFING
COURT ROOM COURT ROOM F1M1 9100 x 7510 9100 x 7510 S1 C2
C18
C18
D2
COURT ROOM
F1M1 S1 C2
D2
F1M1 S1 C2
9100 x 7510
C15
D2
COURT ROOM
DRIP MOULD
COURT ROOM
F1M1 S1 C2
9100 x 7510
C15
9100 x 7510
C18
C15
D2
D2
D2
BULL NOSE SC16
C21
S5
WATA
SC15
REFLECTED CEILING PLAN @ 1:200
15450
FOURTH FLOOR LEVEL
SC15
SC16
REFLECTED CEILING REFLECTED PLANCEILING @ 1:200 PLAN @ 1:200
C21
C19
C21
WAFFLE SLAB
C19
14700
BEAM BOTTOM LEVEL
SC16
5 MM LAYER OF DPC(BITUMEN) 150 MM BBC
150MM DEEP BLOT
ALUMINIUM JAALI W7
00
W7
-1000
800
800
-1000
S6
S8
S7
800
W7
S6
D2 D4
D4
D4
D4
D4
D4
D4
D4
D2
D2
150MM DEEP BLOT
D4
11700
THIRD FLOOR LEVEL
750
SAND FINISHED PLASTER
D3
800
10950
BEAM BOTTOM LEVEL
D3
150MM DEEP BLOT
800
WELDED JOINTS
D3
D3
D3
200
200
200
STONE PARAPET
7950
COURT ROOM F1 M1
S1 C2
S1 C2
200
STONE WORK RCC FRAME
TOUGHENED GLASS
ALUMINIUM FRAME 80 x 50
200
ALUMINIUM FRAME
770
200 770 200
(LINTEL)
TOUGHENED GLASS 12 mm THK
200
200 770 200
PCC FRAME
BRASS BOX PIVOT ALUMINIUM FRAME
BRASS BOX PIVOT 770
770
16MM DIA MAIN BARS
770
16MM DIA MAIN BARS 16MM DIA MAIN BARS
150
200 770
W1
770
200 770
BEAM BOTTOM LEVEL
S1 C2
770
770
770
F1 M1 ROOM F1 M1 COURT ROOM COURT
METAL JAALI AND STRUCTURE JOINARY
7200
1460
SECOND FLOOR LEVEL
550
75
D3
2290 2440
800
MORTOR
200
740 740
740 740
200 200
200 200
740 740
200 200
200
12 MM DIA DISTRIBUTION BARS 200 450
740
740
200
490
1400
1750
8 11
9
10
R=170 11 T=300
200
740
200
25 MM CLEAR COVER
D2
D2
12 1
13 2
14 3
12 15 4
14 17 6
15 18 7
16 19 8
17 20 21 19 11 22 9 18 10
230
13 16 5
20
22
12
13
14
15
16
17
18
19
20
21
+7930
22
450
GROUND FLOOR LEVEL
WAITING AREA WAITING AREA
21
DN
+7930
100
7 10
100
00
GROUND LEVELWAITING AREA BEAM BOTTOM LEVEL
C22
-150
C22
C20
C22
C20
WATERBAR
SUNKEN SLAB SUNKEN SLAB TWO WAY SLAB
SLABSLAB WAFFLE SLAB 750 x 450 RCC BEAM 750 x 450 WAFFLE RCC BEAM SUNKEN 20 MM GRANITE 20 MM MORTAR
WAFFLE SLAB
750 x 450 RCC BEAM
20 MM GRANITE 20 MM MORTAR
8 MM DIA STIRUPS
20 MM GRANITE 20 MM MORTAR
16 MM DIA MAIN BAR
12 MM DIA DISTRIBUT 150 MM C/C
WATER PROOFING LAYER - DPC
450
750
450
BRICK PROTECTION
450
6 9
DN
+7930
100
1800
1800 5 8
DN
230
4 7
D2
1750
UP
1800
1750
740
200
740
S11
16 MM DIA BEAM BARS
490
740450
3450
200
12MM DIA DISTRIBUTION BARS 400 CC
490
450
BEAM BOTTOM LEVEL
4200
200
STONE
12MM DIA 12MM DIA DISTRIBUTION DISTRIBUTION BARS FIRST FLOOR LEVEL BARS 400 CC 400 CC
30 MM THK
BRICK BAT COBA BRICK BAT COBA
BASEMENT FLOOR LEVEL
DIA BARS 12MM16MM DIA DIA 16MM DIA MAIN BARS 16MM 12MM DIA MAIN BEAM BAR DISTRIBUTION BARS DISTRIBUTION BARS RAFT 400 CCSLAB BOTTOM 400 CC
-3200
16 MM DIA MAIN BAR
GROOVE BRICK BAT COBA
16MM DIA BEAM BAR
-3650 STONE WALL
GROOVE 16MM DIA MAIN BARS
STONE WALL
12 MM SAND FINISHED 12 MM SAND FINISHED PLASTER PLASTER 12MM DIA DISTRIBUTION BARS 400 CC
12 MM SAND FINISHED PLASTER
12 MM DIA DISTRIBUTION BAR 150 MM C/C
16MM DIA BEAM BAR
SLAB REINFORCEMENT SLAB REINFORCEMENT @ SCALE 1:25 @ SCALE 1:25
STRIP SECTION @ 1: 25
GROOVE
STONE WALL
SLAB REINFORCEMENT @ SCALE 1:25
SLAB DETAILS N
(BASEMEN
N
STAIRCASE REINFORCEMENT SECTION AA' @ SCALE 1:25
18000
WAITING AREA
LIFT ROOM
PCC COPING
16750
PCC COPING
30 MM THK IPS
30 MM THK IPS 100 MM BBC
WATA
15450
TERRACE
14700 S11
450
W2
11700 10950
CORRIDOR
D2
D2
CORRIDOR
D2
D2
D2
CLASSROOM
D2
W2
STAFF ROOM
6MM DIA DOWELLS
D
100 MM PCC LINTEL
4200
W2
S11
C23 S10
W1
W1
CORRIDOR
D2
LIBRARY
D2
3450
1
200 MM THK FLAT SLAB
REGISTRAR's OFFICE
00 -150
S11
200 MM THK RAFT SLAB 250 MM THK LIGHT WEIGHT CONCRETE 30 MM THK IPS WATER PROOFING
A'
12 MM DIA DISTRIBUTION BAR
12 MM DIA BAR
DN
+7930 5
6
7
12
13
8
14
9
15
10
16
11
17
18
19
20
21 12
22 13
DRIP MOULD 5 MM DPC
230
14
15
16
17
18
19
20
21
22
100
PCC COPING
A
BULL NOSE WATA
20 MM GRANITE 20 20 MM MM GRANITE MORTAR 20 MM MORTAR
230 BRICK WALL
230
30 MM THK IPS
300
400
150 MMS11 BBC
750
4
6MM DIA DOWELLS
D
S11
450
16 MM DIA BEAM BARS
18000
NG AREA
STAIRCASE REINFORCEMENT SECTION AA' @ SCALE 1:25
C22END DETAIL @1: 50
16 MM DIA MAIN BAR
12 MM DIA DISTRIBUTION BAR
12 MM DIA BAR
LIFT ROOM
PCC COPING
16750 WAITING AREA
30 MM THK IPS
30 MM THK IPS 100 MM BBC
WATA
15450
3590
C22
25
3
170
11 2
100
10 1
SECTION @ 1:200
+7930
150
1800
1800
A'
BRICK PROTECTION
DN
100 MM PCC PLINT BEAM
D2
3590
1750
PLAN @ SCALE 1:25 W9
16 MM DIA MAINKITCHEN BAR
CAFE
TOE
9
SCHOOL ADMIN
CAPITAL
EDGE BEAM
100 MM PCC 15 MM THK GRANITE PLINT BEAM
-3200 -3650
P
S10
W1
30 MM THK IPS
450
450
16 MM DIA BEAM BARS
S11
25
C24
7200
150
450
W2
15 MM THK GRANITE 150 MM THK 2 WAY SLAB
7950
1750 30 MM THK IPS FLOORING
20 MM GRANITE 20 MM MORTAR
S11
PCC COPING
TERRACE
14700 S11
W2
CORRIDOR
11700 10950
D2
D2
D2
W2
450
CLASSROOM
D2
S11
15 MM THK GRANITE 150 MM THK 2 WAY SLAB
7950
W2
W2
CORRIDOR
D2
D2
BRASS BOX PIVOT
100 MM PCC LINTEL
4200
S11
C23
PCC FRAME TOUGHENED GLASS
C23
W1
CORRIDOR
D2
300
S11
S11
200 MM THK FLAT SLAB
REGISTRAR's OFFICE
00 -150
SCHOOL ADMIN
CAPITAL
EDGE BEAM
100 MM PCC 15 MM THK GRANITE PLINT BEAM
150
2200 2500
-3200 -3650
PLAN @ SCALE 1:25
150
BRASS PIVOTS FIXED AT THE CENTER OF GLASS PANELS AND ALUMINIUM FRAME. MOVEMENT RESTRICTED WITH THE HELP OF STOPPERS
100 MM PCC PLINT BEAM S11
PLAN @ SCALE 1:25
W9
CAFE
D2
KITCHEN
200 MM THK RAFT SLAB 250 MM THK LIGHT WEIGHT CONCRETE 30 MM THK IPS WATER PROOFING
TOE BRICK PROTECTION
W1 WINDOW PLAN @ 1: 25
STAIRCASE REINFORCEMENT SECTION AA' @@SCALE SECTION 1:200 1:25
B
STONE WORK 18000
PCC COPING
PCC COPING
PCC COPING
30 MM THK IPS
30 MM THK IPS 100 MM BBC
WATA
15450
RCC FRAMEDRIP MOULD 14700 5 MM DPC (LINTEL)
S11
10950
BULL NOSE ALUMINIUM C CHANNEL 75 x 50 WATA
7200
30 MM THK IPS
C W2
W2
STAFF ROOM
25
W1
CORRIDOR
D2
S11
450
16 MM DIA BEAM BARS
S10
LIBRARY
D2
25
25
CLASSROOM
D2
D2
W1
S10 W1
SCHOOL ADMIN HANDRAIL ELEVATION @ SCALE 1:25
200 MM THK FLAT SLAB
HANDRAIL ELEVATION @ SCALE 1:25
CAPITAL
EDGE BEAM
100 MM PCC 15 MM THK GRANITE PLINT BEAM
30 MM THK IPS WATER PROOFING
BRICK PROTECTION
D2
KITCHEN
15MM NOSING
MM THK RAFT SLAB 16 MM DIA MAIN BAR200 TOE 250 MM THK LIGHT WEIGHT CONCRETE
12 MM DIA DISTRIBUTION BAR
12 MM DIA BAR
W9
CAFE
3590
12 MM DIA DISTRIBUTION BAR
100 MM PCC PLINT BEAM
END DETAIL @1: 50
S11
DETAIL @ 1: 5 W1 PIVOT -3200 (BRASS SQUARE GLASS DEZION INDUSTRIES PVT LTD, GUJRAT) -3650 16 MMPIVOT, DIA MAIN BAR
12 MM DIA BAR
D2
W2
D2
25
REGISTRAR's OFFICE
C GRANITE 20 MM 20 MM MORTAR
150 MM BBC
CORRIDOR
3590
450
450
16 MM DIA BEAM BARS
D2
230 BRICK WALL 30 MM THK IPS
6MM DIA DOWELLS
S11
D
00 -150
D2
230
S11
100 MM PCC LINTEL
3450
CORRIDOR
15 MM THK GRANITE 150 MM THK 2 WAY SLAB
150
METAL PLATE
7950 MOVEMENT) (TO ALLOW
BOX PIVOT 6MM DIA GLASS BOLTED TO PIVOT DOWELLS 4200
W2
20 MM GRANITE 20 MM MORTAR S11
11700
150
ALUMINIUM FRAME SCREWED TO RCC STRUCTURE
TOUGHENED GLASS 20 MM THICK
TERRACE
400
16750
FILING AND SERVER ROOM
B
LIFT ROOM
MORTAR
D
S10
W1
30 MM THK IPS
450
LIBRARY
D2
3450
30 MM THK IPS FLOORING
15MM NOSING
GROOVE
GROOVE
SECTION @ 1:200
20 MM GRANITE 15
PCC COPING
15
20 MM MORTAR
5 MM DPC
230 BRICK WALL
230
30 MM THK IPS 400
170
170
BRASS PIVOTS FIXED AT THE CENTER OF GLASS PANELS AND ALUMINIUM FRAME. MOVEMENT RESTRICTED WITH THE HELP OF STOPPERS
150 MM BBC
50
20 MM GRANITE WITH A GROOVE
12 MM MORTAR TIMBER 20HANDRAIL MM GRANITE WITH A GROOVE
300
750
150 S11
2200 2500
20 MM GRANITE 20 MM MORTAR
60
A
170
20 MM GRANITE 20 MM MORTAR
300 150
12 MM MORTAR 170
A BULL NOSE WATA
S11
20 MM GRANITE
20 MM MORTAR
PCC FRAME DRIP MOULD STOPPER TOUGHENED GLASS BRASS BOX PIVOT
METAL CHANNEL
750
ALUMINIUM FRAME
W1
(SCREWED TO TIMBER AND WELDED TO BALUSTER)
RCC SLAB
S11
RCC SLAB
20
STAINLESS STEEL, 20 MM DIA CIRCULAR BALUSTER
W1 WINDOW PLAN @ 1: 25
DETAIL B @ 1:5 DETAIL A @ 1:5
DETAIL A @ 1:5
END DETAIL @1: 50
STONE WORK
STAIRCASE REINFORCEMENT SECTION AA' @ SCALE 1:25 STAIRCASE REINFORCEMENT SECTION AA' @ SCALE 1:25
MORTAR
PCC COPING
30 MM THK IPS ALUMINIUM C CHANNEL 100 MM BBC 75 x 50
100 MM BOLT
S11
METAL PLATE CORRIDOR
(TO ALLOW MOVEMENT) D2
D2
W2
D2
BOX PIVOT GLASS BOLTED TO PIVOT S11 W2
K GRANITE 0 THK KMM IPS WAY SLAB
CLASSROOM
D2
CORRIDOR
D2
D2
D2
D2
D2
D2
2 WAY SLAB TOUGHENED GLASS 20 MM THICK
CORRIDOR
W1
W2
W1
W1 PIVOT DETAIL @ 1: 5
D2
100 MM PCC PLINT BEAM
CAPITAL
EDGE BEAM
CONCRETE TOE BRICK PROTECTION
200 MM THK RAFT SLAB 250 MM THK LIGHT WEIGHT CONCRETE 30 MM THK IPS WATER PROOFING
12MM SANDFINISHED PLASTER
S10
SCHOOL ADMIN
W9
CAFE
D2
12MM SANDFINISHED PLASTER SHEAR WALL
W1
200 MM THK FLAT SLAB
CAPITAL
EDGE BEAM
FENESTRATION DETAILS
1
BOLT
S10 W1
METAL PLATE (WELDED TO THE TIMBER HAND RAIL BALUSTER & BOLTED TO THE FLOOR)
METAL BRACKET
LIBRARY
D2
200 MM THK (BRASS SQUARE GLASS PIVOT, DEZIONSCHOOL INDUSTRIES PVT LTD, GUJRAT) ADMIN FLAT SLAB
S11
50
W1
CORRIDOR
S11
STRIP SECTION @ 1: 25 NT , WINDOW, JHALI, PARAPET DETAILS)
12MM SANDFINISHED PLASTER
S10
LIBRARY
D2
95
W2
S10
W1
D2
12
METAL PLATE (WELDED TO THE BALUSTER & BOLTED TO THE FLOOR)
STAFF ROOM
S11
CORRIDOR
W2
STAFF ROOM
15 MM THK GRANITE 150 MM THK
D2
CHAIR
CLASSROOM
W2
W2
CORRIDOR
FILINGLIGHT AND WT SERVER ROOM CONCRETE
W2
D2
100
TION BAR
100 MM BOLT
TERRACE
60
WATA
20 MM DIA STAINLESS STEEL BALUSTER
PCC COPING
20
PCC COPING TERRACE 30 MM THK IPS
ALUMINIUM FRAME SCREWED TO RCC STRUCTURE
100
30 MM THK IPS 100 MM BBC
DE
20 MM DIA STAINLESS STEEL BALUSTER
RCC FRAME (LINTEL) LIFT ROOM
20 MM GRANITE 20 MM MORTAR
S10
W1
170
ALUMINIUM FRAME
STOPPER
STAFF ROOM
A
7200
750
450
KITCHEN
W9
CAFE
D2
KITCHEN
DETAIL C @ 1:5
100 MM PCC PLINT BEAM
DETAIL C @ 1:5
DETAIL C @ 1:5
STAIRCASE DETAILS
DE
08
REVIVING RIVER GOMTI
An urban design studio focusing at relationship between River gomti and the city of Lucknow LUCKNOW, UTTAR PRADESH SEMESTER : 7 | TYPE : Urban Design
The Musa Bagh precinct is on the fringe of the city of Lucknow.The precinct largely has greens in the form of agricultural fields, Musa Bagh forest and the Musa Bird Sanctuary. The Musa Bagh monument, the Dubagga market, the sewage treatment plant,and the cattle colony are important landmarks of the precinct. Some of the larger intents of masterplanning for the precinct include : 1. Establishing a connect between the old city and the upcoming township (Vasant Kunj). 2. Making the area a prospective for economic boom for the city. 3. Making the precint a new ‘get-away’ place for the city. 4. Re-imagining the waste treatment system for the city. 5. Reviving the Musa Bagh Monument complex. (Team - Ruchi Jani, Aayush Vira, Bansi Mehta, Neha Boonlia, Anushka Khubsad)
STUDYING MARGINALISED COMMUNITIES AROUND GOL DEVAL, THEIR LIVES AND SPACES THEY OCCUPY THROUGH POSTCARDS.
SECT
09
ARCHITECTURE AS A SCAFFOLD / FLOATING VESSEL
The project explores the role of architecture by suggesting public infrastructure insertions in different areas of the city to be built by the Municipal Corporation GOL DEVAL, MUMBAI SEMESTER : 3 | GUIDE : Mayuri Sisodia & Deeksha Surendra TYPE : Institution | BUILT-UP AREA : 450 Sq. M
The project ‘Floating Vessel’ explores the role that architecture can have as ‘scaffolding’ upon which urban citizens can built their lives. It proposes to lay out a scaffolding to uplift the homeless migrants within the site of Gol deval by building a community kitchen and a women’s workspace. The intervention aims at encouraging social interaction among people in a vibrant space while providing the homeless with good food and a platform for interested groups of people to come together and master the art of cooking, conceive new recipes and convert it into a source of income. The building is made up of three different ingredients; there is a plaza, a core and a hovering vessel that plugs in to the core. It is an amalgamation of open, semi open and closed spaces each promoting differing mood.
TIONAL PERSPECTIVE DRAWINGS
SITE MODEL
PROCESS MASSING MODELS
INTERVENTION MODELS
PLANS & SETIONS
10
INVISIBLE CITIES
Deconstructing the village as described in the book Invisible cities and looking at it through the lens of a profession. ANEGUNDI, KARNATAKA SEMESTER : 2 | GUIDE : Deepi & Mansi Bhatt TYPE : Recreation | BUILT-UP AREA : 100 Sq. M
Anegundi as a place revealed it’s past. It is contained within the present day ruins, the corners of the street,the river edge, the temple, the houses and its culture. Anegundi has these layers of past which cannot be removed. One can only observe these layers and add up to history of the place like a bonatist observing his subject. Botanist is a scientist that conducts elaborate study about the plant life. Though there is a constant layer of microscope, special halogen lights, gloves, facemask, nose mask between the botanist and the subject of observation to maintain the critical distance between the two. Just as these layers help botanist to perceive better, the layers of the past in anegundi too help to understand city in a deeper way. Based on the interactions with people and observation the intervention became an interface that assists you to bridge the gap between the lively settlement on one side and the dead ruins on the other. This Mobius strip is a sculpturous bridge for public recreation.
INTERVENTION MODEL
M
MEMORIES IN THE STREETS OF ANNEGUNDI
11 MAPPING THE RURAL SETTLEMENT Documentation
ANEGUNDI, KARNATAKA SEMESTER : 2
Anegundi, located on the western banks of the Tungabhadra now, consists of the residues of an earlier settlement,that perhaps predated Hampi as the seat of the Vijaynagar empire. Its primary economies revolve around the spillover tourism that Hampi attracts and some agriculture, in the lands that surround it. A large archaeological excavation and displacement of the existing settlement is planned in the near future since the village has been declared World Heritage. The study identified components of the structure of the settlement, making drawings to understand the relationships of house typology, the fabric and the lifestyle of locals. Clusters of houses were drawn out in detail to reflect the use of space and typologies. (Team : Ruchi Jani, Anandita Rangarajan, Bansi Mehta, Yash Mehta, Neeraj Suresh, Unnati Gaikwad, Shreeya Kambli)
12
BUILDING STORIES : CHAKRATA Documentation
CHAKRATA, UTTARAKHAND SEMESTER : 4
The settlements in these hills have a unique style of the vernacular cyborg that they evolve as a community. The building typology has developed as a result of the climate and geographic conditions. These settlements are more than just the individual houses they are made up of. The spaces in between the houses are reflective of the kind of community and public life the people envision for themselves. The documentation of the four settlements Mohana, Khoya, Sujaw and Sawara thus aims to highlight the nuances of everyday life captured through instances and events that take place in these settlements,Keeping in mind the architecture required to make these events happen. Our drawings are an attempt to use the conventional plans, sections and elevations and script the lives of the people living in a place called Chakrata, using the many ways of telling a story in the graphic novel form. Sawara, one of the four settlements documented is a linear settlement situated along the ridge of a mountain. A road runs along the center of the ridge that stretches from the school to the temple at the top with settlements on either sides of the road. The terrain slopes down on either sides of the ridge with deodar forest on one side and farms on the other. The ridge creates a distint division between the upper caste and the lower caste houses. (Team - Sawara Group)
Building Stories : Chakrata won the INTACH Heritage award of excellence in documentation of Unprotected Heritage (National Level)
CONSTRUCTING 1:5 SCALE MODEL A 1:5 scale model was constructed as a part of the exhibition. The 1:5 scale version borrows typical elements from documented houses in the villages studied and put together as a singular unit. The construct of houses in chakrata responds to the geographical terrain, seismic risk, material availability, climate as well as the cultural stimulus. Considering the earthquake prone terrain, these traditional houses typologies have evolved a technique of restraining stone and mud using alternating deodhar wood tied together using an evolved system of joinery. POP bricked, Timber and MDF panels were used for this construction. (Team - Entire Batch of Krvia, 2020)
1
Teak wood pattis and nut-bolts used to make a structure 2 meters tall with a base of 0.5 x 0.5 meter able to carry a load of minimum 50 kgs.
2
Corrugated sheets used to make chairs without making use of adhesives. (Team - Ruchi Jani, Kanika Gupta, Krutika Jagtap, Rishi Raj Jain, Rucha Jaykhedkar)
(Team - Ruchi Jani, Kanika Gupta, Krutika Jagtap, Rishi Raj Jain, Rucha Jaykhedkar)
3
B o
(T K M R K
13
BUILDING TECHNOLOGY & ALLIED DESIGN Exploring Material properties
4. TRUSS JOINARY
Construction of Ridge and rafter joinary of a wooden truss at the scale of 1:20
(Team - Ruchi Jani, Sadhvi Vanjare, Anandita Rangarajan and Bansi Mehta)
5. EXPLORING PROPERTIES Of Wood, concrete and steel.
(Team - Ruchi Jani, Nidhi Poojary and Shreeya Kambli)
3
Bamboo used to build objects of play using circular motion.
Team - Ruchi Jani, Anushka Kurien, Aanchal Tulysian, Nikhita Manu, Hiloni Shah, Samyuktha Rajeev, Pranali Desai, Shreya Kamat)
ILLUMINATING LIGHT
Designing an illuminating object materials wood, concrete and steel. (Team - Ruchi Jani, Nidhi Poojary and Shreeya Kambli)
using
14
FORTUNE NEST
PROFESSIONAL PRACTICE
A mass housing project consisting of 75 units spread across 10 street in Vapi. The Entire Working Drawing set of Street 33 to 42 consisting of 10 row houses was drafted for execution. Modules of houses were first made on Archicad and later detailed out of Autocad. Checking and Approving drawings form Constultants (Structure / Plumbing / Electrical)
KEY PLAN
SECTION 3-3’
GROUND FLOOR PLAN
SECTION 1-1’
SECTION 2-2’
SECTION 4-4’
SECTION 5-5’
FIRST FLOOR PLAN
TERRACE PLAN
GROUND FLOOR PLAN
SECOND FLOOR PLAN
SECTION A-A’
SECTION A-A’
SECTION C-C’
SECTION D-D’
15
PPS PROJECT / DARSHAN HALL
PROFESSIONAL PRACTICE
Darshan hall is a part of a residence complex for Swamiji in Bhopal. Darshan Hall is to be added to the existing complex. Conceptualising and designing the Darshan hall which is to be made out of the dome already fabricated and used for KumbhMela, 2019.
SITE PLAN
PLAN
N
FRONT ELEVATION
SECTION 1
16
SUMAN SONI HOUSE
PROFESSIONAL PRACTICE
Interiors for a private residence at Vapi. Door Details; Designing Study Area; All toilet drawings.
RUCHI JANI 9987105565 ruchijani6@gmail.com