Architecture Portfolio by Sheon John

Architecture Portfolio

Curriculum Vitae Education : 2002-14 :

Sacred Heart Convent School, Rewa, Madhya Pradesh

2016 :

Hunnarshala Earth Construction, Kutch.

2014-16 :

Jyoti Senior Secondary School, Rewa, Madhya Pradesh

2016 :

Lino cut and printing workshop.

2016-2021 :

School of Environmental Design and Architecture, Navrachana University, Vadodara, Gujarat.

2017 :

Related Study Program in Dudhni.

2017 :

Pottery workshop.

2017 :

Urban sketching workshop.

2018 :

Interdisciplinary course Islamic design pattern.

2019 :

2d and 3d software workshop under Ar. Dhruv Shah and Ar. Audarya Bansal

2019 :

Introduction to Deconstruction under Prof. Percy Pithawala.

2019 :

Related Study Program in Chanderi.

2020 :

Online Rammed Earth Workshop by Studio TYTO.

Skill set : Softwares :

Sheon John “Since childhood, I was always been facinated by how a user’s life depends or affects by the kind of environment he/she lives in. How as a designer one can provide a peaceful lifestyle to a person. Being an Architect is a big responsibililty to the society, to the nature, to the culture, as one mistake can affect all these things. Its an Architect’s duty to design a better lifestyle of the user. Being curious and observant has helped me to sharpen my sense and skill of creativity and architecture is the best add on to this journey.”

D.O.B.

20th May, 1998 :

Contact

Address :

sheonjohn20@gmail.com +91-8469313238 / +91-8780700062 John Vilas, Upwan Nagar, near Neem Chowk, Boda Bagh road, Rewa , { M.P.} 486001.

Language : Hindi, English, Malayalam, Gujarati. sheonjohn Sheon John

Interests : Travelling, Sports, Guitar, Music, Exploring, Observing, Listening, Photography, Hands on site works, Driving, Adventure Sports.

Workshops & Documentation :

Manual :

Rhinoceros SketchUp AutoCAD Lumion Adobe Photoshop Adobe Indesign Adobe Illustrator (basic) Archicad (basic) Coral draw MS Office Sefaira Model making Sketching Hand Drafting Photography Lino Cut Wood Working

Cultural Experiences : 2014-15 :

Jyoti Sr. Sec. school, House Captain.

2015-16 :

Jyoti Sr. Sec. school, head boy.

2016- 2021 :

2016 batch representative.

2017 :

Project head, Construction of dome of St. Paul’s Catheral.

2017-19 :

Member of designing team for Navkhelaiya, SEDA.

2017-20 :

Student Committee Member, SEDA.

2017-18 :

Cultural and Sports head, SEDA.

2018-20 :

Treasurer, Student body SEDA.

Work Experiences : Jan - June, 2020 :

Architectural Intern

Feb, 2021 :

Architectural Intern

Jul 2021 - Feb 2022 :

Associate Designer

Aug 2021 - Jan 2022 :

Lead Designer

Oct - Dec 2021 :

Lead Designer

June - Mar 2021 :

Lead Designer, Free Lancing

Ar. Shreyash Mahajan, Locus Design Studio, Indore Worked on couple of residential projects.

Competitions : 2017 :

Participated in Marsception by volume zero.

2018 :

Participated in Sculpting the Pioneers by archdais.

2019 :

Participated in Spring Pavalion Amsterdam by Switch competition.

2020 :

Participated in Sacred Place by archdais.

Ar. Indrajeet Chatterji, IC&A, Goa Worked on several projects covering the typologies of residential and hospitality sector.

Ar. Anuj Desai, Freelancer, Ahmedabad Worked on couple of residential projects.

ID. Shruti Goel, Freelancer, Satna Worked on several of residential and commercial projects.

ID. Debashish Das, D&D Design Studios, Kolkata Worked on couple of commercial projects.

Collaboration with Ar. Harsh Parmar and Ar. Achal Prajapati Worked on several of resiential, commercial, hospitality, leisure and rendering projects.

Publications : 2021 :

Thesis

Explore the ways to design an eco responsive built which doesn’t affects the nature but blends itself with the environment.

CONTENT

Rooted

Eco - Responsive design, Eco Resort.

The Habitat

A housing Scheme for the Artist Community.

The Labyrinth

A Multi-faith Centre for healing and finding solace.

The Jump Gas Station.

Haiku

Community Centre.

Rooted Eco - Responsive Design Project type :

Research and Publication ( Design Thesis )

Project Supervisor :

Priyanka Kanhare Patel

Project Scale :

30,000m2

Location :

Sidhi, Madhya Pradesh, India

Date :

January - June, 2021

The rise of technology and industry may have distant us from the nature but that doesn’t mean our reliance to the nature has decreased, any-day we need the nature, the most. But because of this over growing population, heavy urbanization is happening, cities are expanding, cutting of trees, digging the soil, removing the water bodies, shifting the faunas, are affecting the whole ecosystem. Being intangible with the nature is also affecting human lives a lot, factors like pollution has reached to its peak, and because of that human health has become a major issue. People from the city crave for places which are away from the city and close to the nature, after a hectic week, where they can find peace , can live in solace and can connect with the nature for good. Eco-responsive Design. A design intervention which has some special consideration for environmental impacts, like being natural, sustainable, minimum energy consumption, minimum land use, self sustaining, giving something back to the community etc., and to create a socially interactive space with respect to the nature of the site. Climatic Responsive Design A design interpretation is a climatic responsive design if it caters all the natural issues of any given site. The process which is used is creating a whole matrix in which there are multiple solutions of a particular issue that is solved individually. This is the first stage of designing where it is been explored in a generic way and the next stage is to merge the layer one by one on each other while placed on the given site. After merging the last layer, a module which will be an ideal module for the particular site will be developed. Sectional explorations are to solve generic issues of an ecologically sensitive site such as Sun, heat, ventilation, merging the built with the nature etc. 4

Topography

Soil

The topography of this region can be described as the spread of river banas river, a tributary of Son river, flowing and having a steep slope at ridge. The flood plains of the river lies at low lying areas. There are three types of terrains that are present on the site, one is a rocky steep slope, the other is flat land and at certain places the slope is gradual.

The soil of the region is mostly sandy in nature. Consists of more rocks at the ridge areas and more clay at the lower valley areas. Specifically marked the different variations in the above diagram.

A very clear sand is found over the coast of the river. In the monsoon season when the water level rises, it is covered by the river.

The sandy soil which covers most part of the site. It is the most vegetated soil throughout the site.

This rocky part is found at the bottom of the ridge near the coast. It is just the sedimentary rocks formed naturally.

Most dried soil among the site. It consists of sand and rocks, which covers most part of the ridge. Vegetation is low over this soil.

This part of the soil is covered most of the year, except the summer time when the water level is low.

32-28m

23-20m

15-12m

8-5m

Sandy soil.

Sandy with rocky soil.

27-24m

19-16m

11-8m

4-0m

Clear sand.

River.

Sediment rocks.

As being a National forest which is developing at a very high pace, tourism sector should also boost to meet the requirements. At present, Parsili resort being the only option for the accommodation, having 15 rooms, tourists have to stay in some nearby bigger town which make their itinerary a bit more hectic, which sometimes leads to loss of their interest to visit the place. Based on the previous studies and the site’s current requirements a retreat or a resort which can fulfil the needs will help the tourism sector to boost and tourist will be more comfortable and can experience what they really came here for. Apart from accommodating tourists for days, people from the city also want some time in their solace and want peace, a getaway from the daily city life. Eco - Resort Accommodation facility that takes steps to reduce its carbon footprint while giving back to its local community. Development of the Program. As the need of the site and the tourism sector, a project like a self sustaining eco-resort would be viable for the present conditions. The build intervention would follow the parameters which are been selected in the above study and some more which will be according to the natural landscape setting of the site. The prime focus of the intervention will be, to not disturb the ecosystem and still fulfil the needs, and to give something back to the community.

Conceptualisation Visualization Sketches Visualise how the whole world inside the site will work, how the spaces will sit with the surroundings, how interesting spaces can be explored. Hence, some sketches was done over some clicked pictures by the author to explore how the spaces will come together.

After the generic exploration of how to solve the site issues through some modification in form, placement, shading and contours, merging those layers on each other on the selected site, will result in a module which can be replicate throughout the site. After merging all the layers, we got a module which caters all the present site issues and can be replicate throughout the site. But as an ecological responsive design proposal it was lacking at some points, like using more materials and privacy issues at certain private places. Constructing a deck over all the modules would be a waste of materials and would be a unnecessary construction which will eventually affect the nature. Secondly if a public deck is being constructed over a private module, there will be privacy concerns for the users. Hence, we come to this design proposal which caters all the issues, also material efficient and users will get privacy in their private spaces. Having a personal deck for every module will not only solve the double shading purpose but also gives the user a more elite experience while using the space. This will also give the user his/her privacy while enjoying the view of the river and the forest.

Conceptual sketches and hand made models to attain the form which caters all the issues.

Process of getting the final form of the module. 7

Design has been started with the master planning, how and where to place blocks, how to design a module which is sustainable, which is a climatic responsive module. And finally how things placed together. Master Planning

The zoning has been done as to keep the public area in the front and the private at the other end. Having the approach road from the left, hence the Reception and market has been put at the entrance. Accommodation block is kept at the edge of the ridge and the valley as the guests should get the view of the river from the best way possible. After Zoning other layers were added to get a ideal master plan of the site.

4 4

1. Entrance and Reception. 2. Temporary market space. 3. Open multi-utilizing space. 4. Accommodation. 5. Service. 6. Kitchen. 7. Dining. 8. Multi-purpose hall. 9. Meditation deck. 10. Open deck.

Site Plan.

Sun shade experiments during different time of the day

Site Section.

A’

15m

30m

45m

75m

Bird’s eye view of the whole build.

Designing individual modules After putting up all things together, this section will include the detailed design of all the modules individually, according to the orientation, wind direction, sun angle and views. There are majorly 3 different orientations of how blocks have been placed on the site. All the three will have different fenestration system with respect to the wind flowing and sun shading, which has been explored on the 3 different typology of accommodation block and then replicated on the other blocks according to their orientations. The study also consist of the building physics diagram where, how the module react to the natural setting or phenomenon is being explored. After these drawings, exploded axonometric view of each block is presented to show how each elements of the module sits on the ground with each other, followed by some views of the modules and its surroundings.

Axonometric View with the material.

Building Physics Diagram.

Building Physics Diagram. 10

Accommodation blocks.

Reception and Lounge block.

Ground Floor Plan.

First Floor Plan.

Cluster Bird’s eye bird.

Cross Section.

First Floor Plan.

Cluster Bird’s eye bird. 11

Open Meditation Deck.

Open Dining Area.

Ridge residence blocks to dining area.

Meditation deck in the evening.

View during the Sun set.

View of the dining and the kitchen.

Dining Module.

View of the dining from the multi-purpose hall. 12

Floating Deck.

Temporary Market for the tribal people and other villagers.

Recreational Open space.

This temporary market setup is been done for the villagers and the tribal people around the national forest. Here they will showcase their art work and other things to the guests and it will be a monetary help to them too. Which will help them grow, develop and even get motivated to learn new things.

This will be the most lively space throughout the campus, as this is the place where the tribes and the villagers will actually interact to each other, get to know each others lifestyle, share their knowledge and experiences. Here the tribal people can showcase their traditional folk dance and songs too. Events can also be organised in the space.

From the Entrance itself one can spot the market.

The open recreational area from the entrance.

A view of the market.

People doing multiple activities in the space.

Plan of the floating viewing deck.

View during the Sunset.

Way to the Deck.

THE HABITAT Housing Scheme for Artists Project type :

Individual Project

Project Supervisor :

Mihir Bedekar, Ashna Patel

Project Scale :

4500m2

Date :

July - November, 2018

Housing “A house is a machine for living in” - Le Corbusier. In the modern context, a house is a lot more than that. Especially in India. India is one of the few countries, where the concept of communal living is still intact. The vibrancy in festivals, the various occasions where people come together, all screams for a good community housing scheme. Designing a concept for housing needs to cater to a lot of varied factors which are both macro and micro in nature. From approach to site to the smallest of service details; a housing scheme needs to be very efficient in pragmatic as well as notional aspects considering we spend the most number of hours as a family together in our homes. Location Ahmedabad, one of the most culturally driven and cosmopolitan cities of India, has some strong challenges to present. One of the major challenges that it presents is the climate. With global warming being a proven reality, summers are elongating and peak summer temperatures reach well beyond 45 degree Celsius. SIte The choosen site for the habitat for a community of artists was along the Sabarmati riverfront on the Old Side of Ahmedabad, besides Nehru Bridge. Looking towards the iconic building Hotel Patang, also having the the famous Sidi Sayed Ni Jali and Jama Masjid close by.

Exploring the individual Lego blocks The idea was also to achieve a well ventilated housing form and a good light play within the built form. Hence the idea of lego blocks was taken. Different blocks were kept together to achieve a form which follows the idea. Just like the lego blocks, firstly, grid was developed and certian forms were created by keeping the cubes together. Different forms were explored according to the area that has been decided for per house of the habitat.

Context Apart from the immediate context the site is located near the Ahmedabad pol, as the habitat should be a community housing, Pol is the best example to know about the cultural housing. How the placement works and affects the fabric, how to create a section so that people actually going to be connected to each other and yet have their personal space.

Exploring the Cluster The idea was to create a dense habitat with some playful cut - outs to get some interesting play of light and shadow. Also to create some terrace gardens at every levels to be connected to the nature at all levels nad wont feel like being on a high rise tower.

*Drawings taken from cept archives.

Approach There was a very linear object present in the site, the Nehru Bridge, also the Sabarmati river. So the idea was to achieve an overall form which does not give the user a feeling of living in a high rise building, to contradict the linearity of the site elements. After getting the opportuinity to discuss every aspects of the lifestyle of every Artists, we understood the project in a better way. How important a work space for an artist is, how to inculcate work space with the living space, and how a workspace of every artist can differ.

Individual Units Detailing According to the requirements and adding layers after layer of conceptualisation, 3 different typologies of individual house layouts were finalised to take it to the cluster level. All the 3 different typologies fulfil the requirements of each of the clients. Having a separate workspace inculcated in the house.

Site Development

Plinth And Boundary

First Layer

Second layer

Adding the boundary wall to the complete site with the openings from outside. Creating a basement parking for the residents and the outsiders. Adding the plinth keeping all the vegetation intact on the site. The smaller site was more covered with trees of larger foliage. Hence a space like an amphitheater was build on that site to get some natural shade.

According to the grid that is formed on the site, placement of the individual units were done which follows the initial concept and idea. Also blocks were placed in such a way that no vegetation would get affected by the built.

Following the grid, placing the second layer of the blocks, creating interesting cut outs so get in the light and wind in the central part. The placement also depends on the vegetations making sure that every tree gets direct sunlight at some point of the day.

Third Layer

Fourth Layer

Vertical and horizontal circulation

Third layer of the blocks were added onto 2nd layer following all the parameters.

Final Layer of blocks were placed which completes the total number of modules that was one of the objective of the exercise.

After completing all the layers of blocks, connectivity to every floor and levels were added, far blocks were connected through closed steel bridges added to the open ambulatories. 16

Some views showcasing the kind of space created by following the concept. Multiple interactive spaces are created throughout the built and there is a terrace garden at every floor. Tried to keep the cutouts as transparent as possible to not to feel heavily constructed and being close to nature.

As there are multiple of terraces are created hence multiple community spaces are created where people can communicate, enjoy, relax and do some fun activities. 18

A view from the ground floor showing the kind of play of light and shadow due to the cut out that is created because of the lego placements. 19

PRECAST CONCR WALL

REINFORCEMENT

200MM THICK PRECAST

CORRUGATED PI

20MM THICK REINFORCEM MS BAR

60MM THICK CORRUGATE SLEEVE IN WHICH THE INSI CONCRETE WILL BE POUR

INSITU CONCRETE IS POUR TO JOIN BOTH THE MODUL THROUGH A PRESSURE PI

HOLE IN THE WAL

WD6-02

6 11 9

1425

WASH AREA 1800 x 1500 MM 16 15 18

2000 5000

4 3

6700

R = 150 T = 300

KITCHEN 4300 x 2500 MM

925

1575

900

1800

100

600 1000

400

2000

2000 6000

17000

+750 MM LVL T.O.S.

LIVING ROOM 5200 x 3800 MM

2200

WD6-01

6000

D4 BATCH - 2016-17

NAME

SHEON JOHN

16191035

DATE - 27-04-2019

B.ARCH

III YEAR

FACULTY - KINJAL PAREKH

SEM.

WORKING DRAWING

8100

875

1000 SCHOOL OF ENVIRONMENTAL DESIGN AND ARCHITECTURE

5000 x 4000 x 3000 MM THK PRECAST CONCRETE MODULE OPENING AT 4000 x 3000 MM FACADE

150

2 MM THK GROOVE

200

12000

W1 815

T.O.S. +0.6 M

150

675

925 925

150 mm THK

100

2 SCALE-1:20

NAVARACHANA UNIVERSITY

MODULE F

6800

6000

WD6-01

PLAN-DIVISION_OF_MODULE_2

R.C.C. SLAB

GROOVE

F.F.L +950 MM LVL

1825

3 WD5-01

SCALE-1:5

6000 x 6000 x 3000 MM THK PRECAST CONCRETE MODULE OPENING AT 6000 x 3000 MM FACADE ( SIDE FACADE )

2000

20 mm THK 15 mm THK

DETAIL_2

MODULE H

KOTA STONE CEMENT SLURRY

1200

100 100

3 WD4-01

KOTA STONE SKIRTING

SCALE-1:50

SHEET NAME

SHEET NO. 1

MODULES DETAIL

WD5-01

150

3 2000 2

3 6

15 4

2100 2100

150

900 900

WD6-01

150 D3

900 900

R = 150 UP T = 300

350

1075 1075

1850

3740

200

7000

200

600

1700 1300

150

200

WORKSPACE 8000 x 5500 MM

EARTH

- ALL DIMENSIONS ARE IN MM - DIMENSIONS ARE TO BE READ AND NOT TO BE ME - ALL VERTICAL DIMENSIONS ARE WITH REFERENCE LEVEL - ANY DISCREPANCY IN DRAWINGS AND ON SITE S TO THE NOTICE OF THE ARCHITECT PRIOR TO EXEC - REFER STRUCTURAL DRAWINGS FOR ALL STRUCTUR THEIR PLACEMENT SHALL BE AS PER ARCHITECTUR - DRAWINGS ARE CROSS REFERENCED AND ARE TO CONJUNCTION WITH OTHER DRAWING ALONG W CONSULTANT DRAWINGS AS INDICATED

KOTA STONE

P.C.C.

LEGENDS FOR HATCH

BATCH - 2016

R.C.C.

DATE - 27-04-

7000 6800

5800 6000

200 UP

R = 150 T = 300

SCALE-1:5

SAND

FACULTY KINJAL PARE

REMARKS

III YEAR

SHEON JOHN

SCHOOL OF ENVIRONMENTAL DESIGN AND ARC

16191035

NAVARACHANA UNIVERS

NAME -

SEM.

B.ARCH-

WORKING DRAWING

SHEET NAME

WALL SECTION

6000

WORKSPACE 6000 x 6000 MM

350 1200 1900

LIFT 1300 x 1100 MM

DETAIL_3

4 WD4-01

20 6000

1150 1025

600

V1 WASHROOM 3000 x 2200 MM

3000 2700

100 100

1800

1800 150 1000 325

100 100

150 19

15 14

1300 1300

SCALE-1:20

6000

2485

1000 1000 7000

150

3500

200 1000 1000

WD6-01

WALL_SECTION

1 WD4-01

2835

2100 1800 KITCHEN 3800 x 3000 MM

1675 2625 950

3 D4

200 200

WD6-01

3 2000

150 MM THICK PRECAST CONCRETE SLAB, A PART OF THE MODULE

T.O.S. -3.15 M

6000

200

SAND

100 mm THK

1700

BASEMENT PARKING

P.C.C.

100 mm THK

RAMMED EARTH

150 MM THICK PRECAST CONCRETE SLAB, A PART OF THE MODULE

200

2000 SAND

RAMMED EARTH

150 MM THICK THRESHOLD STEP IS GIVEN TO DIVIDE BEDROOM AND BALCONY

PRECAST CONCRETE SLAB

T.O.S. -2.1 M

5600

4000

100 mm THK 100 mm THK

150 MM THICK THRESHOLD STEP IS GIVEN TO DIVIDE BEDROOM AND BALCONY

THRESHOLD STEP

200

1800

RAMP

1450

P.C.C.

150

THRESHOLD STEP

MORTAR

600

15 MM THK MORTAR IS APPLIED ABOVE THE SLAB

20 MM THK KOTA STONES ARE STUCK ABOVE THE MORTAR 15 MM THK MORTAR IS APPLIED ABOVE THE SLAB

3600 3800

350 mm THK

KOTA STONE

1900

R.C.C. RETAINING WALL

GROOVE

2 MM THK GROOVE

200 200

KOTA STONE

WASH AREA 2100 x 2000 MM

KOTA STONE SKIRTING

20 MM THK KOTA STONES ARE STUCK ABOVE THE MORTAR

PRECAST CONCRETE SLAB

TOP OF SILL +1.6 M

15 mm THK

EXPLODED_AXONOMETRIC_MODULES

MORTAR

3000

1170

+750 MM LVL T.O.S.

LIVING ROOM 6000 x 4000 MM

1950

15 mm THK

GROOVE IN PLASTER

KOTA STONE SKIRTING

1300

665

1100

100 mm THK

DRIP MOULD

KEY PLAN

1200

200

4 2800

3250

3 WD5-01

R.C.C. SILL COPING

150 MM THICK PRECAST CONCRETE SLAB, A PART OF THE MODULE

200

6000

BOTTOM OF LINTEL +2.8 M

1950 4125

200

5600

PRECAST CONCRETE SLAB

OUTSIDE

15 mm THK

200

6000 2000

815 28830

D.P.C.

T.O.S. +3.6 M

150

WD3-01

DRIP MOULD R.C.C. LINTEL 100 mm THK

1 WD5-01

50 MM THK LAYER OF B.B.C.C IS APPLIED ABOVE D.P.C.

A LAYER OF WATER PROOFING IS APPLIED ABOVE THE PRECAST SLAB

1800

1200 1000

150 mm THK

1700

R.C.C. SLAB

2000

15 mm THK

F.F.L +3950 MM LVL

1100

2000

10000 3

WD5-01

1700

CEMENT SLURRY

3100

200

B.B.C.C.

20 mm THK

.S. 6M

900

SCREED IS APPLIED ABOVE B.B.C.C

KOTA STONE

INSIDE

2185 100

15 mm THK

KOTA STONE SKIRTING

5600

6000 x 4000 x 3000 MM THK PRECAST CONCRETESCREED MODULE OPENING AT 4000 20 MM THK LAYER OF x 3000 MM FACADE

TOP OF SILL +4.6 M

2800

MODULETHEESCREED

15 mm THK

200MM THICK PRECAST CONCRETE WALL AND SLABS ARE CASTED TOGETHER

900

1170

12 MM THK CHINA MOSIAC TILES ARE STUCK ABOVE

100 mm THK

DRIP MOULD GROOVE IN PLASTER

PRECAST CONCRETE MODULE

1000

1800

100

MODULETHEGMODULE

5000 x 4000 CHINA x 3000 MMMOSIAC THK PRECAST CONCRETE MODULE OPENING AT 5000 TILE x 3000 MM FACADE

R.C.C. SILL COPING

SCALE-1:5

1825

WD6-01

1400 200 4000

150 MM THICK PRECAST CONCRETE WALL, A PART OF

DETAIL_2

400 200 800 2400 D2

SD1

100

BALCONY 1500 x 1400 MM

1685 1400

PRECAST CONCRETE WALL

285

BOTTOM OF LINTEL +5.8 M

1400

100 mm THK

2315

PLAN-DIVISION_OF_MODULE_1

WD5-01 R.C.C. LINTEL SCALE-1:50

60 MM THICK LAYER OF SCREED

3 WD4-01

WASHROOM 2600 x 1800 MM

2775

BEDROOM 5000 x 4000 MM

700

800

REMARKS

4 WD3-01

DRIP MOULD 15 mm THK

500

200 500

3500 2000

5000

1500 1500

SCALE-1:10

150 mm THK

165 965 150 650 100 2905

1185 165 750

105

150

DETAIL_1

R.C.C. SLAB

SCREED

200MM THICK PRECAST CONCRETE WALL

2 WD6-01

2 WD4-01

1000

100

MODULE A

4000 x 6000 x 3000 MM THK PRECAST CONCRETE MODULE OPENING AT 6000 x 3000 MM FACADE

T.O.S. +21.75 M

3 WD3-01

15 mm THK

MESH MADE UP OF 60MM THICK REINFORCEMENT BARS

PRECAST CONCR WALL

SCALE-1:1

PLAN_

WHEN THE CONCRETE I COMPLETELY POURED A START OVERFLOWING F THIS HOLE SHUT BOTH HOLES

60MM THICK CORRUGATE SLEEVE IN WHICH THE INSI CONCRETE WILL BE POUR

REINFORCEMENT

20MM THICK REINFORCEM MS BAR

200MM THICK PRECAST CONCRETE WALL

F.F.L +30100 MM LVL

20 mm THK

CEMENT SLURRY

REINFORCEMENT MESH

2525

6700

D.P.C.

KOTA STONE

915

50 mm THK

3600

B.B.C.C. KOTA STONE SKIRTING

975

20 mm THK

1250

100MM THICK CONCRETE BED IS CASTED OVER THE MESH TO TRANSFER THE LOAD PROPERLY

700

12 mm THK

SCREED

100

60MM THICK CORRUGATE SLEEVE IN WHICH THE INSI CONCRETE WILL BE POUR

PRECAST CONCR WALL

WHEN THE CONCRETE IS COMPLETELY POURED AND START OVERFLOWING FROM THIS HOLE SHUT BOTH THE HOLES

150 mm THK

CHINA MOSIAC TILE

INSITU R.C.C. SLAB

1075

HOLE IN THE WALL

PARAPET WALL

150 MM THICK PRECAST CONCRETE SLAB, A PART OF THE MODULE

800

REINFORCEMENT BAR

20MM THICK REINFORCEMENT MS BAR

MODULE B

4000 x 6000 x 3000 MM THK PRECAST CONCRETE MODULE OPENING AT 6000 x 3000 MM FACADE

1700

BOTTOM OF LINTEL +23.85 M

200

800

2850

PRECAST CONCRETE SLAB

150 MM THICK PRECAST CONCRETE SLAB, A PART OF THE MODULE

100 mm THK

100

CORRUGATED PI

HOLE IN THE WA

4000

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

15 mm THK

R.C.C. LINTEL

700

DRIP MOULD

PRECAST CONCRETE MODULE

200MM THICK PRECAST CONCRETE WALL AND SLABS ARE CASTED TOGETHER

650

CORRUGATED PIPE

T.O.S. +24.9 M

150 mm THK

700

2000 D.P.C. R.C.C. SLAB

1600

3 WD5-01

1100

2000 3 WD5-01

50 mm THK

PRECAST CONCRETE SLAB

3000

8000

2000

20 mm THK

6000 x 6000 x 3000 ISMMPOURED THK PRECAST INSITU CONCRETE TO CONCRETE MODULE OPENING AT 6000 JOIN BOTH THE MODULES x 3000 MM FACADE ( SIDE THROUGH A PRESSURE PIPEFACADE )

B.B.C.C.

TOM OF LINTEL M

P OF SILL .6 M

2000

12 mm THK

SCREED

D.P.C.

OUTSIDE

PRECAST CONCRETE WALL

150 MM THICK PRECAST CONCRETE WALL, A PART OF THE MODULE

MODULE D WALL HOLE IN THE

150 mm THK

A LAYER OF WATER PROOFING IS APPLIED ABOVE THE PRECAST SLAB

O.S. .6 M

1875

PARAPET WALL

TILT UP CONCRETE

200

INSITU CONCRETE IS POUR TO JOIN BOTH THE MODUL THROUGH A PRESSURE PI

CORRUGATED PI

PRECAST CONCRETE WALL AND SLAB

CHINA MOSIAC TILE

50 MM THK LAYER OF B.B.C.C IS APPLIED ABOVE D.P.C.

TRED

MODULE C

6000 x 6000 x 3000 MM THK PRECAST CONCRETE MODULE OPENING AT 6000 x 3000 MM FACADE ( FRONT FACADE )

2000

B.B.C.C.

RISER

2000

SCREED

20 MM THK LAYER OF SCREED IS APPLIED ABOVE B.B.C.C

LEGENDS FOR HATCH

The Project was then further taken to the working drawing stage to resolve the idea in a better way and understanding the details of the project.

P OF SILL .6 M

O.S. 1M

LEGENDS & ABBREVIATIONS

4000

HOLE IN THE WAL

Working Drawing of The Habitat

12 MM THK CHINA MOSIAC TILES ARE STUCK ABOVE THE SCREED

2000

CHINA MOSIAC TILE

- ALL DIMENSIONS ARE IN MM - DIMENSIONS ARE TO BE READ AND NOT TO BE MEASURED - ALL VERTICAL DIMENSIONS ARE WITH REFERENCE TO FINISH FLOOR LEVEL - ANY DISCREPANCY IN DRAWINGS AND ON SITE SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT PRIOR TO EXECUTION - REFER STRUCTURAL DRAWINGS FOR ALL STRUCTURAL MEMBER SIZES THEIR PLACEMENT SHALL BE AS PER ARCHITECTURAL DRAWINGS - DRAWINGS ARE CROSS REFERENCED AND ARE TO BE READ IN CONJUNCTION WITH OTHER DRAWING ALONG WITH RELEVANT CONSULTANT DRAWINGS AS INDICATED

2000

150 MM THICK PRECAST CONCRETE WALL, A PART OF THE MODULE

1800

PRECAST CONCRETE WALL

2000 2000 2000

2600

940 60

2000

2000 1875

940

2000 2000

2850 4000

2000

700 20

650

8000

130

700 1600

2000

100

200 60

1800

165

150

1100 200

700 100

2920

20 140 20 165

4000

1250 975

800

1685 1400 940

285 1400 2315 915

2000

1700

150 150

200

605

150

4000

1485 745

2000

135 150 150

2525

150

3600

1200

420 150

1075

2990

1670

745 140 350

780 150 150 150

940

165

150

1200 745 135

1550

24000

3285

605

1100

1800 200

150 150

1000

1200 1700

1700 2000

3100

2000 2000

1800 2000

2800

2000 2000

1000

2000 2000 2850 4000

2000

700

24000

3285

8000

650 700

800

130 30

20 140 20

150 2000

2920 150 420 150 1670 2600 780 150

200

440

200 200

5600

200

605

1700 1900 200 5600

6000

1250 700

285 1400

2315

915

1200 605

200

10000

1825

1465

200

1875

3100 1100

165

200

150 2200

1350

2000 4000

1800 1450 150

1850

2455 1700 1300

200

700 100

105

700 200

1200

1000

10000

1700

2000

150

1700

150

2000

4000

SCHOOL OF ENVIRONMENTAL DES NAVARACHANA UNIVERSITY

SCALE-1:10

SCHOOL OF ENVIRONMENTAL DESIGN AND ARCHITECTURE NAME

SHEON JOHN

16191035

B.ARCH

III YEAR

BATCH - 2016-17

NAME

SHEON JOHN

16191035

DATE SEM. - 27.04.19 VI

B.ARCH

III YEAR

FACULTY - KINJAL PAREKH WORKING DRAWING

SEM.

SHEET NAME

WORKING DRAWING

TOILET PLAN 5700

200

PLAN_WALLS_ORTHOGONAL_JOINTS

1800

NAVARACHA

150MM RCC SUNK SLAB

2100

FILLING

140MM BRICK BAT FILLING

SLAB

2100

100

600

1580

200

245 3740

5590 2000 2000 900 1075 200

1100 1700

3600

430

1900

200

1685 1400

1700 3600 3800 1900 200 200 200

PCC

VENTILATION

FINSHED FLOOR LEVEL

WINDOW

DOOR

F.F.L.

MID LANDING +17 M LVL

RISER

PRECAST CONCRETE

TRED

KEY PLAN (CLUSTER)

600

2900

2690 2900

13600 6000 2000

1875

50 385

2000

125

2000

150

2000

1800

1450 150

200

1700 1300 200

1800

1800 2000

4000 2900 200

1825

975

3740 1850 200 700 100 700 200

3600 3800

4000 4000

3800 200

2000 2000 940 60 2000

700

8000

650

800

700

1115

200

2500

2950 1975

700 100

900 1075

1100

200 1700

50 MM THICK LAYER OF PCC APLLIED ON THE LIGHT WEIGHT FILLING

2000

3600

REINFORCEMENT BAR

2000

1900

2000

500

2000

200 2000 2000

2650

4000

1250

4000

1400

4000

200

75 1125 100

150

185

150

1875

400

1400 285 1400 915 200

1695 2500

5590 2000 2000

2000

2000 2000

200

205 1400

4000 4000

3800 200

2900

2690 2900

13600 6000

2000

6000 610 2090

85 2000 200

2000

1800

2000

200 3600

2000 200

2000 1875

900

2000

F 2 KEY PLAN

GROUND FLO SHEET

2000

F KEY PLAN

1100

20 MM THICK MORTAR TO LAY THE TILES ON

3 WD6-01

TERRACE_STAIR_DETAIL SCALE-1:5

REMARKS

200

2000

460

85 85 720

2000 75

2000 2000 60 1000 940 2000

105

150

995

200 1100

10000

2700 2100

1800

200

195

200

150

2000

940 60

960

1450

1300

1000 940

700

2000 2000 2000

2000

200

4000

630

150

150 1150 2000

2000 2000 2000 2000 1875 2000 200 4000

2650

4000 2700

700 650

8000

700 2900

WALL POINT

200

1 5700

900

TILE_DROP_DETAIL

8 PLASTER SCALE-1:5 WD10-01 12MM THICK CEMENT PLASTER

200

800 D2

FRESH COLD

MORTAR

CORRUGATED PIPE

200MM THICK PRECAST CONCRETE WALL

R.C.C. SLAB TRED_RISER_DETAIL

2400

INSITU CONCRETE IS POURED TO JOIN BOTH THE MODULES THROUGH A PRESSURE PIPE

PRECAST CONCRETE WALL

150 MM THK BRICK

4 150 MM THK WD9-02 SCALE-1:4

3000 IS DIVIDED IN 10 EQUAL PARTS

MID LANDING +17.3 M LVL

5700

925

WD6-02

REMARKS

PRECASTCONCRETE WALL

1825

WASHROOM 2600 x 1800 MM

GREY WATER

SWITCH BOARD

1150

MARBLE

14 MM THICK MARBLE USED TO GIVE THE NEEDED DEPTH IN THE TILE DROP

20MM THICK REINFORCEMENT MS BAR

FLOORING

2 WD9-02

SWITCH BOAR

FRESH HOT WATER PIPE

1200

HOLE IN THE WALL

LEGENDS & ABBREVIATIONS

PLUG POINT

14 MM THICK, 300x300 MM CERAMIC 1700 TILES LAID ON 20 MM MORTAR

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

300MM TREAD OF

TERRACE FLOOR +18.5 M LVL

MIRROR DIVERTER

CERAMIC TILES1700

200

25 MM THK KOTASTONE 15MM GROUVE WITH MORTAR

BRICK

DATE - 27-04-20

BATCH - 2016-17

FACULTY - KINJAL

SCALE-1:10

275 305

1425

LEGENDS FOR HATCH

III YEAR

SHEON JOHN

16191035

WD6-01

900

PLAN_LINEAR_WALL_JOINT

12MM THICK CEMENT PLASTERSTEP

NAPKIN HOL

OUTLINE OF M

- ALL DIMENSIONS ARE IN MM - DIMENSIONS ARE TO BE READ AND NOT TO BE ME - ALL VERTICAL DIMENSIONS ARE WITH REFERENCE LEVEL - ANY DISCREPANCY IN DRAWINGS AND ON SITE SH TO THE NOTICE OF THE ARCHITECT PRIOR TO EXEC 15 STRUCTURAL16 17ALL STRUCTUR1 - REFER DRAWINGS FOR THEIR PLACEMENT SHALL BE AS PER ARCHITECTURA - DRAWINGS ARE CROSS REFERENCED AND ARE TO CONJUNCTION WITH OTHER DRAWING ALONG W CONSULTANT DRAWINGS AS INDICATED

2775

900

2 WD6-01

WASH AREA 1800 x 1500 MM

SKIRTING

25MM THICK PLASTER KOTASTONE

TERRACE PASSAGE +18.5 M LVL

PRECAST CONCRETE WALL 200MM THICK PRECAST CONCRETE WALL

15MM CEMENT 50 MM MS BAR BEDDING

6700

PLINTH +0.6 M LVL

REMARKS

1000

KEY PLAN

1800

NAVARACHANA UNIVERS

B.ARCH

900

BEDROOM 5000 x 4000 MM

1400 SCHOOL OF ENVIRONMENTAL DESIGN AND ARCHITECTURE

NAME

1200

SEM.

WORKING DRAWING

1000

SHEET NAME

200

6000 2000

STAIRCASE SECTION

200

SLAB

5 150MM PRECAST RCC SUNK SLAB

16 15

OVERHEAD

PRECASTCONC

DRAINAGE PIPE

6000

BALCONY 2 WD8-02 SD1 1500 x 1400 MM

200

500

+0.9 M LVL

2000

12000

500

2000PATHWAY

WHEN THE CONCRETE IS COMPLETELY POURED AND START OVERFLOWING FROM THIS HOLE SHUT BOTH THE HOLES

1500

BEDDINGRAILING

40MM THK LIGHT WEIGHT MATERIAL USED IN SUNK SLAB WITH A VATA OF 100MM DIA

2000

SCALE-1:5

3500 2000

700

HOLE IN THE WALL

LEGENDS FOR HATCH FLUSH VALV

CLUSTER PLAN

4000

SUNK_SLAB_DETAIL

7 WD10-01

SCALE-1:50

800

6000

2000 10MM OF RISER5000

WATER PROOFING

3600 1900

300MM TREAD OF 25MM THICK KOTASTONE

NOSING

4000

5000

100

R = 150 T = 300

1575

HEALTH FAU

LIFT

PLAN

1 WD6-01

2000

2 1500 1500

200 MM THICK WALL WITH 20 MM PLASTER LAYER ON IT ON WHICH 14 MM CERAMIC TILES ARE CLADDED

TREAD

200

4000

17000

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

1800

150MM RISER OF 25MM 3 THICK 4 5 KOTASTONE

1300x1120 MM

PRECAST CONCRETE WALL

65MM THK COMPACTED SAND WITH A SLOPE OF 1:100

TILT UP CONCRETE WALLS

400

6000

MID LANDING COMPACT SAND +2.1 M LVL

2100

BOTTLE TRA

KEY PLAN (CLUSTER)

1900

CORRUGATED PIPE

50 305 275

400 200 19

FILLING

1300

2000 6000

1300

RISER

TOP OF STAIRCASE CABIN +21.1 M LVL

600 1000

WET AREA HATCH

800

KITCHEN 4300 x 2500 MM

2100

1500

SLAB

200

1950 4125

R = 150 T = 300

400

875

2100

WD6-02

2100

20MM THICK REINFORCEMENT MS BAR

2200

PRECASTCONCRETE WALL

SCALE-1:4

B H F O N M D

200

HANDRAIL_DETAIL

2400

SD1

150MM RCC SUNK SLAB

LEGENDS FOR HATCH

3 WD9-02

140MM BRICK BAT FILLING

100

WD6-01

FIRST FLOOR PLAN

4000

SHEET NO. 5

700 x 600

2100

3600

SCALE-1:10

III YEAR

1500

200

2100 x 1125

OUTLINE OF MODULES

14 MM THICK, 300x300 MM CERAMIC TILES LAID ON 20 MM MORTAR

WD6-01

SHEET NAME

925

CERAMIC TILES

2100 x 700

2100 x 900

2700 x 2000

2100

WASHROOM 2600 x 1800 MM

1825

350

B.ARCH SEM.

+750 MM LVL T.O.S.

150

DATE - 27-04-2019 FACULTY - KINJAL PAREKH

2100

2700

200

PLAN_LINEAR_WALL_JOINT MORTAR

20 MM THICK MORTAR TO LAY THE TILES ON 2000

T.O.S.

16191035

WD6-01

900 1000 FIRST FLOOR900 PRECAST CONCRETE +3.6 M LVLWALL

REINFORCEMENT BAR

5800 6000

WORKING DRAWING

WD8-01

150 THICK, 145x40 5 MM 1800 MM ALUMINIUM FRAME, 1800 SCREWED TO THE STONE FRAME 8100

2775 -

1500 14 MM THICK, 300x300 MM CERAMIC TILES LAID ON 20 MM MORTAR 1700

SCALE-1:5

1150

2100 x 1000

2 WD6-01

200

VENTILATOR_DETAIL +1850 MM LVL

350

1000

SHEON JOHN

2100

2700

LEDGE WALL

115 mm THK

CERAMIC TILES

2000

1200 1900

325

ALUMINIUM FRAME

LIVING ROOM 5200 x 3800 MM

E 200

BATCH - 2016-17

NAME

GRANITE

6 WD10-01

1025

SCALE-1:10

SCHOOL OF ENVIRONMENTAL DESIGN AND ARCHITECTURE

SECTIONAL_SLAB-STAIRS_JOINERY

WASH AREAHANDLE TO 20MM THICK2100 LEVER x 2000 MM OPERATE THE GALSS LOUVRES

NAVARACHANA UNIVERSITY

4230

350

150 MM THICK PRECAST CONCRETE SLAB, A PART OF THE MODULE

1400 x 1300

MID LANDING

400

PRECAST CONCRETE SLAB

+750 MM LVL T.O.S.

MID LANDING +2.4 M LVL

2100

F.F.L. +5100 MM LVL

2100 2100

MS ANGLE - L

LIVING ROOM 6000 x 4000 MM

150

MS BOLT

12MM THICK DIAMETER MS BOLT

12MM THICK MS L SECTION ANGLE IS USED TO JOIN THE STAIRS WITH THE SLAB

800

1900 1300

600 LIFT 1300 x 1100 MM

4 WD6-02

KEY PLAN

SD1

200 MM THICK WALL WITH 20 MM PLASTER LAYER ON IT ON400 WHICH 14 MM CERAMIC TILES ARE CLADDED

2000 x 1300

SECTION_AA'

SHEAR WALL

900

OPENING SIZE

1700

LEVER

WORKSPACE 6000 x 6000 MM

SILL LVL. LINTEL LVL. BEDROOM 5000800 x 4000 MM2100

5 SHEAR WALL D4D3 WD10-01 SCALE-1:20 200 MM THICK R.C.C.

SCALE-1:20

200

900 900

WD6-02 300

WASHROOM 3000 x 2200 MM V1

4000

100

90 590x100 MM, 5 MM THICK GLASS PIVOT LOUVRES FIXED TO AN ALUMINIUM FRAME

2100 1800

SHEET NO. 5

300 J FIRST FLOOR PLAN

LOUVRES

150

TOP OF O.H. TANK +23.8 M LVL

200

1800

70MM X 5MM MS ANCHOR

TYPICAL_FLOOR_STAIRS_PLAN

1000 1000

SHEET NAME

2000 2000 4000

WORKING DRAWING

150

900 1100

150 MM THICK PRECAST CONCRETE SLAB, A PART OF THE MODULE

RAILING

200

SEM.

PRECAST CONCRETE SLAB D1

FACULTY - KINJAL PAREKH

50 MM MS BAR

III YEAR

1200

EXPOSED CONCRETE ROUGH FINISHED FLOORING

150

PASSAGE +3.9 M LVL

FLOORING

7000

3000 2700

150

6700

BEDROOM 4000 x 4000 MM

B.ARCH

200

150MM RISER OF 25MM THICK KOTASTONE

WD6-02

1100

FLOORING

DATE - 27-04-2019

FLOORING

900 900

150

2000

W1 - 2016-17 BATCH

16191035

300MM TREAD OF 25MM THICK KOTASTONE

1425

R = 150 UP T = 300

SHEON JOHN

KITCHEN 3800 x 3000 MM

2000 5000

675

16 17

SCHOOL OF ENVIRONMENTAL 925 DESIGN AND ARCHITECTURE 1950

W1 NAME

6000 2000

1200

1900

TRED

SR. NO.

RAILING DETAIL

1400

WHEN THE CONCRETE IS COMPLETELY POURED AND START OVERFLOWING FROM THIS HOLE SHUT BOTH THE HOLES

1900

DOOR-WINDOW SCHEDULE (GROUND FLOOR) SILL & LINTEL LEVEL SHOULD BE MEASURED FROM RESPECTIVE PLINTH LEVEL.

UPTURN +24 M LVL

HOLE IN THE WALL

500

RISER

150x20 MM THICK GRANITE LEDGE

200

VENTILATION

1200

1675 20 MM THICK GRANITE STONE LAID ON 20 MM MORTAR

1000

TO SUPPORT WOODENV RAIL R

SD1 50MM MS BIDDING

500

WINDOW

SECTION METAL PLATES 700

BRACKET

BALCONY 1500 x 1400 MM

3500 TOP OF SLAB 2000 DOOR

1200

13 12 10

6800

I925 NAVARACHANA UNIVERSITY 3250

STONE2625

950

1900

B 200

150

11 8

350

5 W1

200

KEY PLAN (CLUSTER)

2 WD6-01

200

14 13

1575

1000 1000

SCALE-1:20

2000

200MM THICK PRECAST CONCRETE WALL

30x5 MM CROSS

MID LANDING +5.1 M LVL

200

T.O.S.

2100

12 mm THK TOUGHENED GLASS

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

200

16 15

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

PLAN_SLAB-SLAB_JOINERY

PRECAST CONCRETE 12000 WALL

CORRUGATED PIPE

LEGENDS & ABBREVIATIONS

800 SUPPORT 100

TILE DROP

REMARKS

GLASS SHELF

2100

SWITCH BOARD IN PLAN

2100

ANGLE COCK COLD WATER

TOWEL BAR

LINTEL

ANGLE COCK HOT WATER

TILES ON THE WALL

20MM THICK REINFORCEMENT MS BAR

LANDING

3 WD6-02

WD6-01

2000 6000

1700

3600

590x390x450 mm MINI WALL HANG WC WITH CONCEALED WATER TANK

100

3000

INSITU CONCRETE IS POURED TO JOIN BOTH THE MODULES THROUGH A PRESSURE PIPE

CORRUGATED PIPE

D1 18

70MM X 25MM THK MS BOX SECTION

1800 2000

2000

WD6-02

100

6000

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

17000

1300 1300 19

WALL HANG WC

CORRUGATED PIPE

TOP RAIL 5000

HAND RAIL

1500 1500

200

700 REINFORCEMENT BAR 200

HAND RAIL

7th FLOOR +15.5 M LVL

HEALTH FAUCET

GLASS

300x300x14 mm THK CERAMIC TILES

WD9-02

1075 1075

+3550 MM LVL T.O.S.

3 MODULE SWITCH BOARD

2 WD9-01

SECTIONAL_SLAB-STAIRS_JOINERY SCALE-1:10

4200

600

INSITU CONCRETE IS POURED TO JOIN BOTH THE MODULES THROUGH A PRESSURE PIPE

RAILING DETAIL

1000

7000 150

100

SWITCH BOARD

3425

2675 WASHROOM 2500 x 2000 MM

+3550 MM LVL T.O.S.

150 MM THICK PRECAST CONCRETE SLAB, A PART OF THE MODULE

3300

SCALE-1:4

1100

900

400 HOLE IN THE WALL

PRECAST CONCRETE SLAB

HOLE IN THE WALL

ELEVATION D

R = 150 T = 300

RAILING_DETAIL

D 5800 6000

WORKSPACE 8000 x 5500 MM

4 WD9-01

4 WD6-02

410

1000

PASSAGE +15.8 M LVL

800

RESIDUE

AH AC

SILL LVL.

NAHNI TRAP

300x300mm THK STAINLESS STEEL OVERHEAD SHOWER BY 1300 JAGUAR

700

1890

BEDROOM 4300 x 3700 MM

2000

200

C D4

MS ANGLE - L

12MM THICK MS L SECTION ANGLE IS USED TO JOIN THE STAIRS WITH THE SLAB

2775

8100

1300

1000

+750 MM LVL T.O.S.

1400

300

WASHROOM 2950 x 2050 MM

6000

WORKSPACE 6000 x 6000 MM

BEDROOM 3100 x 3000 MM

ELEVATION C

2000

12MM THICK DIAMETER MS BOLT

1800

- ALL DIMENSIONS ARE IN MM - DIMENSIONS ARE TO BE READ AND NOT TO BE MEASURED - ALL VERTICAL DIMENSIONS ARE WITH REFERENCE TO FINISH FLOOR LEVEL - ANY DISCREPANCY IN DRAWINGS AND ON SITE SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECT PRIOR TO EXECUTION - REFER STRUCTURAL DRAWINGS FOR ALL STRUCTURAL MEMBER SIZES THEIR PLACEMENT SHALL BE AS PER ARCHITECTURAL DRAWINGS - DRAWINGS ARE CROSS REFERENCED AND ARE TO BE READ IN 50x50 MM CROSS CONJUNCTION WITH OTHER DRAWING ALONG WITH RELEVANT SECTION WOODEN CONSULTANT DRAWINGS AS INDICATED

SCALE-1:20

MS BOLT

1950 4125

R MID LANDING +5.4 M LVL

REMARKS

600x420x210 mm OVER COUNTER BASIN

FOLDED_ELEVATION

REINFORCEMENT BAR11 +1850 20MM MM THICK LVL REINFORCEMENT MS BAR T.O.S.

SCALE-1:20

200

BALCONY 1500 x 1400 MM

940

875

WASH BASIN DIVERTER

SR. NO.

TILE START POINT

300

OVERFLOWING FROM THIS HOLE SHUT BOTH THE HOLES

KEY PLAN 60

1150

350

1800

SECTION-AA'

4 WD10-01

ELEVATION B

1200 1900

200

200 200

700 700

2000

350

150

1 WD9-02

6000 5600

WD6-01

2800

1025

6700

WHEN THE CONCRETE IS R COMPLETELY POURED AND START

1000

325

1500

F.F.L. +600 MM LVL

ELEVATION A

WD6-02

150 MM THICK PRECAST CONCRETE A OF THE MODULE SLAB, A PART

5000

800

2000

HOLE IN THE WALL

LIFT 1300 x 1100 MM

600

1000x720x40 mm THK MIRROR

7000 6800

1500 1300

200

5 2100 2100

WD9-02

200

R G2

100

1570

8100

PRECAST CONCRETE4000 SLAB 1900 4 THICK PRECAST CONCRETE 150 MM 1300 SLAB, A PART OF THE 400MODULE

200 B

6000

700

+17 M LVL

MIRROR

OVER HEAD SHOWER 1700

1900

1570

BPRECAST CONCRETE SLAB

JAGUAR,KUS-WHT-35601 W1 800 2100

LIGHT POINT

4100

4000 4000

900 900

150

WASH AREA 2100 x 2000 MM

2000 2000 4000

1900

SCALE-1:5

200

400

2000

+750 MM LVL T.O.S.

BASIN (COUNTER TOP)

SLAB

200

RISER TRED

SILL & LINTEL LEVEL SHOULD BE

JAGUAR,SLS-WHT-6951

200

150MM RCC SUNK SLAB

300x300mm THK STAINLESS STEEL OVERHEAD SHOWER BY JAGUAR MID LANDING

200

700

R 3

900R 1100

200

1500

TERRACE_STAIR_DETAIL

2 WD9-02

OVER HEAD SHOWER

LIVING ROOM 6000 x200 4000 MM

700

350

975

H 2

6000

2100 1800

150

700x700mm THK GLASS LOUVERED WINDOW

150

BALCONY 4000 x 2200 MM

1 1000

100

700

LIFT

200

2 WD6-02

WASHROOM 3000 x 2200 MM

150

1000 1000

PLASTER

TOWEL BAR200

VENTILATION

W.C.(WALL HUNG)

LEGENDS AND ABBREVIATIONS

12MM THICK CEMENT PLASTER

VENTILATOR

1300x1120 MM

4000 3800

150 MM THICK PRECAST CONCRETE SLAB, A PART OF THE MODULE

PRECAST CONCRETE SLAB

A R PLAN_SLAB-SLAB_JOINERY SCALE-1:20 F R

1300

1200

150

BEDROOM

WASHROOM 2600 x 1800 MM

150

3000 2700

R 200

1200

900 900

MID LANDING 7000 +17.3 M LVL

TILT UP CONCRETE WALLS

1900

700

WET AREA

R = 150 UP OUTLINE OF MODULES T = 300

LANDING

4000

1 PRECASTCONCRETE WALL

HOLE IN4000 THEx 4000 WALLMM

KEY PLAN (CLUSTER) 560

CONCRETE IS POURED TO R INSITU JOIN BOTH THE MODULES

100

THROUGH A PRESSURE PIPE

KITCHEN 3800 x 3000 MM

1700

200

700 x 600

F.F.L. +18500 MM LVL

10975

2100 x 3850

6-02

SCALE-1:20

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

PLAN_SLAB-SLAB_JOINERY W1

2000 x 1300 1400 x 1300 2100 x 900 2100 x 700 2100 x 1125

2700

3 2100 2

SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

2100 2100

4 2100

1570

3 WD6-02

CORRUGATED PIPE

1500

1570

BEDROOM 6000 x 3500 MM

150

N R

WD9-02

16 17

BOLT

1300

3 WD6-02

1025

4000

2000

LEGENDS FOR HATCH

R 60MM THICK CORRUGATED PIPE

WINDOW

DOOR-WINDOW SCHEDUL COMPANY AND MODEL NO.

PARTICULAR

2700

20MM THICK REINFORCEMENT MS BAR

2100

6 2100

CORRUGATED PIPE

WD6-02

DOOR

V T ORDER OF BATH ROOM FITTINGS FOR TOILET

10 MM DIAMETER MS BOLT

200MM THICK PRECAST CONCRETE WALL

500

INSITU CONCRETE IS POURED TO JOIN BOTH THE MODULES THROUGH A PRESSURE PIPE

OPENING SIZE

300x300x14 mm THK CERAMIC TILES

TOP OF SLAB

D W

DROP

2800

150

800 800

TERRACE FLOOR +18.5 M LVL

R = 150 T = 300

650

W1 W2

LINTEL LVL.

150

REINFORCEMENT BAR

HOLE IN THE WALL

SILL LVL.

1000

SR. NO.

R.C.C. SLAB

150 MM THK

TILES ON THE WALL

TRED

DOOR-WINDOW SCHEDULE (GROUND FLOOR)

675

8 BE MEASURED FROM RESPECTIVE PLINTH LEVEL. SILL & LINTEL LEVEL SHOULD

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

150 MM THK BRICK

TERRACE PASSAGE +18.5 M LVL

200

350

2000

RISER

1100

200

VENTILATION

3250

1950

WINDOW

V R

200

2660925

PRECAST CONCRETE WALL

500

DOOR

6800

925

1675

LEVEL 1 JAGUARIN DR - ANY DISCREPANCY TO THE NOTICE OF THE A JAGUARDRAW 1 - REFER STRUCTURAL THEIR PLACEMENT SHALL JAGUAR 1 - DRAWINGS ARE CROSS R CONJUNCTION WITH OTH JAGUAR 1 CONSULTANT DRAWINGS

10 MM THICK MS L - SECTION IS USED AS A BRACKET

REMARKS

20MM THICK REINFORCEMENT MS BAR

940

STEP

WD6-01

2625

HEALTH FAUCET WITH HOOK CENTRE HOLE BASIN MIXER

MS SECTION

REINFORCEMENT BAR

CORRUGATED PIPE

FINSHED FLOOR LEVEL

F.F.L.

WD6-01

950

200

NOS. COMPANY - ALL VERTICAL DIMENSION

DIVERTER

20 MM THICK GRANITE PLATFORM

WHEN THE CONCRETE IS COMPLETELY POURED AND START OVERFLOWING FROM THIS HOLE SHUT BOTH THE HOLES

1000 1000

OVERHEAD SHOWER

HOLE IN THE WALL

WHEN THE CONCRETE IS COMPLETELY POURED AND START OVERFLOWING FROM THIS HOLE SHUT BOTH THE HOLES

1300 1300

SCALE-1:5

300MM TREAD OF 25MM THICK KOTASTONE

6700

1075 1075

LEGENDS & ABBREVIATIONS

PLATFORM_DETAIL

FLOORING WD10-01

5700

2000

HOLE IN THE WALL

25 MM THK KOTASTONE 15MM GROUVE WITH MORTAR 3

5700

6000

600 1770

SKIRTING

2100

150

50 MM MS BAR

2100

3425 PRECAST CONCRETE SLAB 150 MM THICK PRECAST 2675CONCRETE SLAB, A PART OF THE MODULE

200

5700

2660

150 MM THICK PRECAST CONCRETE SLAB, A6 PART OF THE MODULE

7000

8900

560

PRECAST CONCRETE SLAB

1810

SCALE-1:20

RAILING

ELECTRICAL_AND_PLUMBING_PLAN

WORKSPACE2 8000 x WD10-01 5500 MM

- DIMENSIONS ARE TO BE R

PARTICULAR

WASH BASIN

SCALE-1:20

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

275 305

3000 IS DIVIDED IN 10 EQUAL PARTS

TOILET_PLAN

SCALE-1:20

3000 IS DIVIDED IN 10 EQUAL PARTS

1 WD10-01

ORDER OF BATH ROOM FIXTURES FOR TOILET - ALL DIMENSIONS ARE IN M

T.O.S.

150

175

PRECAST CONCRETE WALL

PLATFORM

CORRUGATED PIPE

PLAN_SLAB-SLAB_JOINERY

2 WD6-02

80 mm THK UPVC PIPE

1025

WATER PROOFIN

LEGENDS & ABBREVIATION

700

COMPACT SAND

150MM THICK PRECAST CONCRETE WALL

600x420x210 MM OVER COUNTER BASIN

INSITU CONCRETE IS POURED TO JOIN BOTH THE MODULES THROUGH A PRESSURE PIPE

150 MM THICK PRECAST CONCRETE 1025 SLAB, A PART OF THE MODULE

WD10-01

GREY WATER PIPE

CERAMIC TILE

GLASS

560

150

200 200

6700

HOLE IN THE WALL

4230

700 PRECAST CONCRETE SLAB 175

7000 6800

4230

INSITU CONCRETE IS POURED TO JOIN BOTH THE MODULES THROUGH A PRESSURE PIPE

WD6-01

TOP OF STAIRCASE CABIN +21.1 M LVL

2000

4000

300x300x14 mm THK CERAMIC TILES LAID 200ON 18 MM MOTAR

HOLE IN THE WALL

6000

FLOORING TILE

2000

50 305 275

6000

GRANITE STON

PRECAST CONCRETE WALL

1800

400

TOWEL BAR

2,1

900

GLASS SHELF

12 mm THK TOUGHENED GLASS 1

1100

WET AREA

TILT UP CONCRETE WALLS

LEGENDS FOR HATCH

200

PRECASTCONCRETE WALL

OUTLINE OF MODULES

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

400

655

CORRUGATED PIPE

1700GEYSER & EXHAUST OPERATED BY SB01 ONLY

1400

1900

R 500

200 mm THK B-GRADE PVC PIPES

200

1300

SB01

DRAINAGE WATER PIPE

200

MIRROR

1000x720x40 mm THK MIRROR

700 x 600

80 mm THK UPVC PIPE

MID LANDING

2100

FRESH COLD WATER PIPE

F.F.L. +2100 MM LVL

1500

LEGENDS FOR HATCH

WD9-02

2100 x 3850

3600

1500 01

1700

2700

1900

1300

600x420x210 mm OVER COUNTER BASIN

MID LANDING

WASH BASIN

2100 x 900 2100 x 700 2100 x 1125

F.F.L. +17000 MM LVL

20MM THICK REINFORCEMENT MS BAR

HEALTH FAUCET

2000 x 1300 1400 x 1300

2100 2100 2100

80 mm THK CPVC PIPE

1700

REINFORCEMENT BAR

2100 2100

SB02

200

800 800

D2 D3

W1 W2

SCALE-1:20

CORRUGATED PIPE

WALL HANG WC

590x390x450 mm MINI WALL HANG WC WITH CONCEALED SILL & LINTEL LEVEL SHOULD BE MEASURED FROM RESPECTIVE PLINTH LEVEL. WATER TANK SR. NO. SILL LVL. LINTEL LVL. OPENING SIZE

SB01

FRESH HOT WATER PIPE

GROUND_FLOOR_STAIRS_PLAN

TRED

120x120 mm THK

1700

- ALL DIMENSIONS ARE IN MM - DIMENSIONS ARE TO BE READ AND NOT TO BE MEASURED - ALL VERTICAL DIMENSIONS ARE WITH REFERENCE TO FINISH LEVEL - ANY DISCREPANCY IN DRAWINGS AND ON SITE SHOULD BE TO THE NOTICE OF THE ARCHITECT PRIOR TO EXECUTION - REFER STRUCTURAL DRAWINGS FOR ALL STRUCTURAL MEMB THEIR PLACEMENT SHALL BE AS PER ARCHITECTURAL DRAW - DRAWINGS ARE CROSS REFERENCED AND ARE TO BE READ CONJUNCTION WITH OTHER DRAWING ALONG WITH RELEV CONSULTANT DRAWINGS AS INDICATED

SWITCH 5/15 AMP MODULE HEIGHT OF SB (BOTTOM) 1700 REMARKS SWITCH BOARD WALL POINT CEILING POINT GEYSER DUMMY1900

TOP OF O.H. TANK +23.8 M LVL

1 WD9-01

RISER

200

ELECTRICAL LAYOUT

UPTURN +24 M LVL

NAHNI TRAP

115 mm THK

DOOR-WINDOW SCHEDULE (GROUND FLOOR)

60MM THICK CORRUGATED PIPE SLEEVE IN WHICH THE INSITU CONCRETE WILL BE POURED

VENTILATION

1500

1700

500

WINDOW

190 150

200

DOOR

SCALE-1:20

LEDGE WALL

D W

TERRACE_FLOOR_STAIRS_PLAN

WHEN THERCONCRETE IS R COMPLETELY POURED AND START AH OVERFLOWING FROM THIS HOLE AC SHUT BOTH THE HOLES

440 3600 360

165

200

HOLE IN THE WALL

200

H 0

3 WD9-01

SCALE-1:20

200 mm THK

FINSHED FLOOR LEVEL

SECTION-AA'

PRECAST R.C.C. WALL

LEGENDS & ABBREVIATIONS

850 1900 475

600

150

F.F.L.

150 MM THICK PRECAST CONCRETE500 SLAB, A PART OF THE MODULE

1080 445

600

845

150

WD9-02

1085

250

20 mm THK

270

3000

KOTASTONE PLATFORM

PRECAST CONCRETE SLAB

1 WD9-02

150

3000

NAPKIN HOLDER

WD10-01

560

Process sketches and conceptualising the diagrams. People from different culture, religion, mind set, thoughts, lifestyle come together and interact in a space like a multi-faith centre and it might lead to a certain clearity of the world or the life or ethics.

Conciousness

Unconciousness

THE LABYRINTH Multi - Faith Centre Project type :

Individual Project

Project Supervisor :

Prof. Krishna Shah

Project Scale :

100m2

Date :

February - May, 2018

The continuous transition in the experience of a user in the walk which repeatedly takes him towards the real world and then to the unconscious world where he can find himself. Chaos

Clearity

Exploration of Scheamatic sections to attain the idea. Different intensity of light coming because of the tilted wall. Niches were also created to give a surprise element. Some spaces are visually connected but not physically.

DIAGRAMMING The process is about layering and development of a diagramming until it provides with a built form. A diagram is extracted from the subject such that it explains “what it is and how it is.” It is not literal translation or direct comparision to built form but just a metaphysical functional form of your subject. Multiple explorations overlapped with different layers provides us with the diagram which can further be acted upon by the program , giving us the built form. “In yoga they say, ‘Many paths. One God.” —Terry A. Bookman. Multifaith centre is a space where there is no single God or religion is worshiped but people come to such places to relax, to calm their mind down and attain peace, which they will never get in their busy lives. The site is far away from the city and located in country side which is surrounded by dense trees and mountains to get the feeling of been to some other world even before entering the compund. Approach In this world full of chaos and frustration people needs a space where they can forget the busy conscious world and spend some peaceful time. Hence Labyrinth, a meditative walk which takes a person, to the other world where only the right brain works.

A medium that makes a person to leave the chaos of his life and attain peace or order was the task to fulfil from the build. If a person’s connection to the world got disturb and his conscious mind can takes rest and its unconscious mind takes control then the motive of the build will be fulfilled.

Multiple scheamatic explorations were done to cover of the most aspects of how to develop a space where the user can experience the transition of the spaces to mold his consciousness. Transition from solid wall to slits, niches, thinner wall, from opaque surface to transparent materials, rough surface to smooth.

The Labrinth is a walk where people come to meditate, to meet new people, to know their philosophy of life and to attain peace. A labyrinth is a walking medition path, in older times it used to be in the backyard of churches, rejuvenating centres, jails and parks too. It takes person’s consious mind to sleep and activate the unconscious mind. The plan of the build was developed from the basic plan of a labyrinth, reducing its complexity and giving it a meaning. Also adding the elements which helps an user to experience the transitions as respect to the explorations.

Marking after reduction of circles from the basic plan of a labyrinth.

A bird’s eye view.

Axonometric View.

Reducing the circles and creating spaces according to the idea.

Adding the layer of circulation to the walls and giving meaning to the build.

Back elevation of the build with the landscape, showing the curvy and undulating walls. The floating wooden sculpture, inspired by the plan of the build. Sections. There were several elements which were used to enhance the experience of the user. The water body to keep the environment a bit cooler. The textured walls and floors, the tilted floors and walls, the long ramps, the heighted walls which were kept for the person, to feel difficulties and give strength to overpower all the distraction so that they can find their peace.

Entrance of the build, raising the land to give an experience of walking down the ground.

Internal views of the space.

An internal view of the journey where a person can see the next part and the final part.

Tilting and undulating walls creates discomfort to walk and taking the user down the ground and breaking its connection to the conscious world. 25

Process sketches and models of Abstraction The schematic diagrams and models shown here are exploration by hand made models made for better understanding and representation of the subject. Once the final product is ready, the project was then continued to the working stage where a Gas station was then translated into a working 1:20 scale model.

THE JUMP Gas Station

Paper flaps, showing the intensity of the applied energy.

Project type :

Individual Project

Project Supervisor :

Prof. Gurdev Singh

Project Scale :

300m2

Date :

July - September, 2017

Abstraction of HIGH JUMP The topic that was chosen for the design process was Hign jump. The exercise was to study all the aspects of the subject and create a structure out of it.

The increasing energy of the of the athlete keeping the central axis as the focus for the energy. The diagram showing energy throughout his run.

ABSTRACTION Abstraction is the process of taking away or removing characteristics from something in order to reduce it to a set of essential characteristics. Conceptual abstractions may be formd by filtering the information content of a concept or an obsevable phenomenon, selecting only the aspects which are relevant for a particular purpose. The process here is the abstraction of an object taken from nature. (Elemental Abstraction).

Inclination of the athlete while the run up. The movement and posture shown with a fluidic material to give the idea.

Studying various aspects of the high jump like the step by step postures, running pattern, how momentum and energy plays a vital role, the correct way to jump. These aspects were then translated in models which best represented these qualities. The study aided the process of design where outcomes were used as starting points for the design of the gas station, the outcome which wasn’t fixed from before. Approach After the exploration main focus was given to the two combined aspects that is, the movement and the energy while the jump. Further models were explored as a combination of those two and resolved at a live scale.

The movement is divided and presented as plates.

According to the increasing energy, momentum and the angle while taking the run-up. When at the top, energy becomes zero and slowly increases while dropping down. 26

Process sketches and models, where both the main aspects are combined. After exploring the nature how both the aspects go hand in hand, some experiments/explorations were done with other materials to understand which method represents the idea in the a better way. Same idea was explored with different nature of materials such as flexible, brittle, rigid and at the end, gave a rigid material a property to move from its joints, pinned joint has been shown in the model at the present scale.

How the energy and movement go can parrallely. The merging is then shown by triangulation.

The movement with multiple strips.

The movement with multiple strips, as the structure is inclined at a certain angle, tension members are applied to support the structure. Movement with the energy bulge.

The jump with the energy, by strips.

Ideas were explored using flexible materials, but to add the value of structure, how a rigid material will behave when such fluidic idea was needed to be achieved. Again tension cables were used to support the inclined structure.

The Final models. 27

Community centre Project level :

Competition

Project type :

Group project

Contribution :

Responsible for designing and placement of kit of parts according to the concept (Design decisions) and delivery of assigned set of presentation drawings.

Project Scale :

3500m2

Date :

November 2018 - February 2019

The given site.

Placing grids.

Placing Water Channel.

Placing the volumes.

Adding Planes and mounds, landscape elements.

Layer of circulation.

A tribute to the Master : Tadao Ando It is a tribute, a token of appreciation to express our gratitude for the work that has been contributed by the architect. Architecture is a primal necessity that has been pin pointed several years ago but enhanced today due to the amount of work and dedication put forth by the architect. “I want to create a space that moves people. It doesn’t matter if it is a house, or a museum, or whatever. So, it is somebody sitting on that lawn, just going around and around and feeling really happy. That is something that I’m striving for.” - Tadao Ando. Tadao Ando’s buildings are well known for their use of material ( concrete ), and lightplay. Nature always played an important role in his life and work. Showing spirituality in concrete is a task in itself which was effortlessly fulfilled by Tadao Ando.

Approach The spaces are created on basis of a journey governed by an inaccessible water channel. The water channel being a natural element, connects the sea to the people. The adjoining spaces were sculpted from the volume in a very geometrical method and discipline. The walls are made out of concrete with slits to allow lights to enter in interesting ways. The spaces being under the ground and the play of light carry the person away from reality. The view of the sea and a spiritual touch in spaces made of concrete complete the journey.

Bird’s eye view of the community centre, showing all the build and the landscape elements and the space developed ear the river.

A view during the sunset along the designed water body.

Play of the natural elements and light.

Haiku effect, Tadao Ando’s signature element. 29

Thank you! Sheon John sheonjohn20@gmail.com +91 8469313238 +91 8780700062 John Vilas, Upwan Nagar, near Neem Chowk, Boda Bagh road, Rewa , { M.P.} 486001. 31