Nishit Gandhi Portfolio

ARCHITECTURAL PORTFOLIO ACADEMIC WORKS 2017-2019 NISHIT GANDHI

WORKSHOP

EDUCATION B.Arch : (2017- Present) HSCE : (2015-2017)

B.S. Patel School, Bilimora.

SSCE : (2014-2015)

B.S. Patel School, Bilimora.

SKILLS Nishit Gandhi December 6, 1999 “GEETA”, Bangiya Faliya, Opp: Kalika mata temple, Bilimora(w) Dist: Navsari

nishithoceky@gmail.com nishit.17.idea@barch. indusuni.ac.in +919898251365 IDEA, Indus University, Ahmedabad

IDEA- Indus University, Ahmedabad.

1. Autocad 2. Archicad 3. Sketchup 4. Adobe Photoshop 5. Adobe Indesign 6. Microsoft Office 6. Model Making 7. Sketching 8. Drafting 9. Rendering

1. Documentation of Vernacular Architecture, Dharamashala.

2. Documentation of Havelis Bundi, Rajasthan.

3. Card board Workshop: Design And Built With Cardboard, Ahmedabad 4. Documention of Aranya Housing, Indore, Madhya Pradesh .

5. Studying: Materials, Construction Techniques Auroville, Pondicherry.

CONTENT STUDIO: I & II : Contextual Studio

Techincal Drawings

Mapping Ahemdabad & Ambli Intervention in Ambli Institution

Toilet Drawings Staircase Drawings Door Window Drawings Pol House Documentation & Bundi Documentation

STUDIO: V : Housing Studio Contextual Study of Uvarsad Design Project

STUDIO: IV : Material Studio Design Project (Material Exploration)

STUDIO: III : People And Place Studio Design Project (Thangka Painting Institution)

STUDIO: VI : Working Drawings Studio Design Project (Archive in Auroville)

Material Exploration Bamboo Workshop Principals Of Tension & Compression Arches

Paper Workshop Design And Built With Cardboard, Ahmedabad Documentation Aranya Housing Dharamshala streets & Vernecular Houseforms

Skills

MAPPING Ambli And Ahmedabad Semester I (Group Work)

The exercise intended to create the maps of Ambli village and Ahmedabad city respectively. Ambli village was divided into the gride of 4x3 and each groups were allotted with the place respectively.

Mapping was done with the navigational memories and the observation that each had, and was a play of different line types and hatches.

Ahmedabad city was divided among all the students, and the exercise was to map the way from each students house to Indus University connecting the roads to form a whole map. Important landmarks were marked to denote places. The intend of the exercise was to train our mind to recall the memories, as the exercise was also known and ‘Memory Mapping’.

C O NTEX T U A L S T UDIO

First Floor Plan

Institution

Polo Forest, Gujarat Semester II ( Studio Project) Studio started with creating a collage, with the sketches of Polo forest. Imaginary sites were created through collage, with reference to Polo forest. Understanding contours and designing accordingly.

The program was a small scale institution with healer’s space and students space, working space and learning jointly in the forest.

Ground Floor Plan

C O NTEX T U A L S T UDIO Section

Light And Shadow

Intervention In Ambli

Ambli village, Ahmedabad

Sleeping Space

Semester I ( Studio Project) Ambli a village in Ahmedabad, with very rich culture of their own. The studio intended to understand the village, adopting the life of Ambli, following their culture and traditions, and intervening the one of the build form of Ambli.

Documenting village and understanding scale of village to cluster to build form was also the part of the studio.

Sleeping Space

Light And Shadow

One and half brick thick flemish bond

Living Room

Toilet

Kitchen

First Floor Plan

Contextual Study

Uvarsad Village, Gandhinagar Semester V (Documentation) (Group Work) Uvarsad, a village near Gandhinagar is not like a typical village. The village has now incorporated modern architecture and modern lifestyle. Studying the life of humans between typical and modern makes this village interesting.

H O US ING S T U D IO

The intend of the exercise was to study and observe the streets of the villages. Studying built forms as an individual unit with its characteristics, to how two build form creates space, to a group of built form creating a small cluster, group small clusters creating bigger cluster and group of bigger clusters connected with streets and forming one whole village. Also how important landmarks .i.e, schools, ‘Arogya’ centres, shops, temples are placed.

Design Project

Uvarsad Village, Gandhinagar Semester V The program focuses on horizontal and compact housing design as per Gandhinagar climatic response. 32 housing units were required to design on a tight compact site with 2BHK and 3BHK units. Also controlling 60%-40% ration of built and unbuilt area.

H O US ING S T U D IO Section CC’

The design intend to give the same street experiences to the users which are found in villages. A well designed street with small pockets opening to the streets creating gathering spaces, play of plinth levels and sizes allowing different activities, a junction of two streets with hight plinth and a tree creating a gathering space where children can play and aged people and talk.

2BHK Floor Plan

Ground Floor Plan

3BHK ground Floor Plan

Design Project

Riverfront, Ahmedabad Semester IV The studio was based on understanding of the essence of the material and climate.

The brief was to design recreational spaces such as coffee house, exhibition space and performance space. The site was situated on Riverfront(East) Ahmedabad. Ahmedabad located in hot and dry climate requires mutual shading. The material explored in the studio was Bamboo, and Rammed Earth walls(wall maximum of 15m).The main function decided was performence space and supporting spaces were coffee house and exhibtion space.

M ATERIA L S T UDIO

Detail 1

Ground Floor Plan

Detail 2

The design process started with the idea of having pause points and having circulation, i.e. a path as services and the spaces as served spaced. Also considering river an advantage to the design, creating a visual connection to it. Bamboo being slender and strong material, the entire structure is built with bamboo with Rammed earth wall support.

First Floor Plan

Section AA’

Section BB’

Design Project

Dharamshala, Himachal Pradesh Semester III (Thangka Painting Institution) The studio was based on studying the lifestyle of the people living at a particular place. Dharamshala located in Himachal Pradesh on the edge of the Himalayas surrounded by cedar forest in Kangra district. The place is famous for Tibetian culture and Tibetian paintings, i.e., Thangka Paintings.Studying the lifecycle of the people understanding their mental and physical aspects, Thangka Paintings Institution was to be designed.

Studying thangka painters works, their anthropometry, their needs around them, their comfort, light quality in space positing of painters one after the other, hours of daily work, were essential aspects to be studied and apply into the program.

P E OPLE & P L ACES

Mass and void, an important concept followed to design on hilly regions.

Observing the chaotic condition surrounded by the high rise building of the site, the design built needed to be submerged into the nature.

Mass are the closed space .ie., workshops, shops, living room, kitchen, bedrooms. Whereas voids are the inbetween spaces or the open space which help to create mass. The strong representation of the concept is being reflected in the elevation and plans.

Design Project

Auroville, Chennai Semester VI (Archive) Auroville, an experimental township thought and created by Mother and Shree Aurobindo on the idea of human unity, sustainable living and spirituality, where the life revolves around the Matrimandir. The place attracts many tourists from different corners of the world throughout the year, and especially architects and artists for its planning and architecture. People also come to Auroville as a volunteer in organic farms around, and as a researcher.

The site is located near the crown road, opposite to Pre- Cherche, on the way to Deepanam school. Site area in 1250 sq. m and built up area is 250 sq.m

W OR KING DR AWIN G S

Archives is a place where primary source documents that have accumulated over the course of an individual or organization’s lifetime, and are kept to show the function of that person or organization. The project proposed is an encyclopedia of the Auroville, catering majorly to the Architects, artists and planners.

Auroville being an experimental township could have a built of record for all their studies, research and experiments.

The built is the experiment in itself between two contradicting material in properties. Poured earth being a bold, rigid and massive structure and steel simple strong and visually light material. Controlling the character of both the material overpowering is a main challenge.

6mm THICK TETRAPACK CORUGATED SHEET (1000x3000) 40mm THICK GLASSWOOL INSULATION 20mm THICK FALSE CEILING BOARD 2mm THICK NET 15mm DIAMETER STEEL ROD 2mm THICK STEEL HOLLOW BOX SECTION (80x80) 240x300mm THICK RCC TIE BEAM (1:1.5:3)

LVL +4,210 ROOF

240mm THICK POURED EARTH WALL 20mm THICK OXIDE FLOOR FINISH 200mm THICK PCC (1:4:8)

LVL +3,600 TOP OF TIE BEAM

2mm THICK DECKING SHEET(750x3000)

LVL +3,300

10mm DIAMETER DRIP EDGE

BOTTOM OF TIE BEAM

50x50 ALUMINIUM FRAME

LVL +1,200 TOP OF PLINTH BEAM

20mm THICK FALSE CEILING BOARD 240x300mm RCC TIE BEAM

18x30mm ALUMINIUM SLIDING SHUTTER 8mm THICK TOUGHENED GLASS 20mm THICK OXIDE FLOOR FINISH 100mm THICK PCC (1:4:8) 30mm THICK CUDDAPAH STONE SILL

LVL +750

15mm THICK TADELAKT FINISH

BOTTOM OF PLINTH BEAM

240mm THICK POURED EARTH WALL

LVL +00 GROUND LEVEL

240x300 RCC PLINTH BEAM(1:1.5:3) 100mm THICK PCC (1:4:8) 100mm THICK PCC (1:4:8) STONE STEP FOUNDATION

LVL -1,135 FOUNDATION BASE

50mm THICK PCC COMPACTED EARTH(1:4:8)

UNEXCAVATED EARTH

03

04

05

06

07

08

09

10

11

12

13

14

A

AD-301

A

02

AD-202

01

2. Any ambiguity is found shall brought to the notice of Architect/Engineer.

3. All dimensions to be read and not to be measured.

4. Before setting the layout to get it approved with the site Engineer, check all the diagonals.

5. Before execution check all the dimensions on site.

6. Before setting the layout, check all dimenesions on the site.

7. All levels are unfinished level.

8. Details and specification of all R.C.C. and Poured Earth work shall be considerd as per structural drawings.

9. Column reduction as per structural drawings.

26,520

2,040

2,040

2,040

2,040

2,040

2,040

2,040

2,040

2,040

2,040

2,040

2,040

18,810

2,040

8,160

A

AD601

18,480

Hatch Legend

8,160 12,804

LVL +4,715

Roof

210 600

Poured Earth AR-05 R.C.C. Brick Stone PCC Wood Insulation Stone Foundation

A

240

900

9,300

6, 44 2

5,853

1,900

LVL +750

LVL -1,135

Foundation base

1,900

LVL +1,220

Finish Floor

LINTEL

SIZE.

450

NO.

E

LVL +750

1,140 1,800 2,040

D1

1800x2800

D2

980x 2,100

Bottom of plinth beam

5,790

Glass Wooden

1,135

A

2,040

5,880

5,220

7,020

6,360

6,360

2,160

240

900

AD602

3,840

H

AD-301

1,510

7,778

5,220

9,960

2,040

9,300

2,040

2,040

18x30

50x50

18x30

B

C

D

2,040

2,040

2,040

2,040

600x1,960

425x1,960

A

+3,900

+4,500 Sliding

50x50

+3,900

+4,325 Sliding

50x50

18x30

+4,035 Sliding

50x50

18x30

+3,275 Fixed

45x50

-

+2,690 Sliding

50x50

18x30

W7

435x1,960

W8

900x1,800

+1,475

W9

500x1,500

+1,690

+3,600

B

18x30

C

D

A

2,040

10

11

12

13

14

2,040

2,040

2,040

2,040

2,040

2,040

2,040

2,040

1,800

1,800

1,800

1,800

A

AD601

Hatch Legend 960

A 1,140

900

900

900

W1

450

W1 2,400

W1

1,140

2,400

2,400

A 1,140

1,140

3,840

900

1,140

900

D1

450

900

1,140

1,800

690

2,040

16,680 2,040

2,040

04

1,850

140

2,040

5,982

2,040

140

2,040

2,040

1,850

2,040

2,040

240

2,040

1,800

240

05

06

07

09

635

Reading Sapce

LVL +3,522

Finish floor

D1

W2

LVL +3,000

Bottom of tie beam

W2

W2

Reading space Reading Sapce W3

W3

D1

W3 W3

D1 W4

Exhibition space

D1 1,980

1,215

W4

Reading Sapce

D1

3,570

300 2,040

2,040

1,215

D1

1,980

Finish floor

2,040

2,040

120

2,040

600

3,568 26,520

2,040

300

600

2,040

300

600

2,040

W4 2,040

LVL +320

Finish Floor

W3

LVL +00

Ground Level

LVL +800

Top of sill LVL -1,135

Foundation base

2,040 900

240 7,920

2,040

2,040

06 600

08 3,568

06

07

2,040

2,040

2,040

08

2,040

09

600

900

10 240

120 600

05

06

07

1,860

09

2,040

11

10

12

11

2,040

13 7,920

12

2,040

14

13

2,040

240 500

14

2,040

2,040

08

09

10

11

12

13

14

2,040

240

2,040

240

10

11

12

W6

820

820

W6

SIZE. 2,400

3,000

6,820

W4

2,040

FRAME W4

+3,590 Hingh

25x75

50x50

+1,830

+3,590 Sliding

50x50

18x30

+320

+3000 Sliding

50x50

18x30

+800

+3,000 Sliding

50x50

18x30

2,700

W9

600x1,960

+3,900

+4,500 Sliding

50x50

18x30

425x1,960

+3,900

+4,325 Sliding

50x50

18x30

435x1,960

+3,600

+4,035 Sliding

50x50

18x30

900x1,800

+1,475

+3,275 Fixed

45x50 W4

+1,690

+2,690 Sliding

50x50

500x1,500

W4

W6

SHUTTER

+1,690

1,800x2,200

W7

I

LINTEL TYPE

SILL

900x1,900 900x1,800 1,800x2,680

W4 W5

LVL +00 Ground Level

W6

W6

W6

D1

-

W1

W1

W1

W1

W1 D1

18x30

Project Name- Archive

2,040

13

Glass Wooden

W3

W8

1,800

MATERIAL

Hinge

6,860

14

1,800

2,040

2,040

10,440

2,040

2,040

2,040

1,800

2,040

Student Name-

2,040

2,040

4,820

2,040

2,040

1,420

2,040

2,040

26,520

Nishit Gandhi A

A

IU1743000015 Sem - 6 Indus University, Rancharda, Ahmedabad

AD-201

B AD-202

North Elevation

Ground Floor Plan Scale 1:100

13

12

Drawning No AD 101,

Scale - 1:100

Stamp -

11

10

09

08

LVL +00

Ground Level

LVL -1,135

900

07

600

2,040

500

Foundation base

26,520

120

LVL +320

Finish Floor

240

1,860

2,040

LVL +3,000

Bottom of tie beam

LVL +00 Ground Level LVL +800

8,900

W4

300 2,040

2,040

900

600

LVL +3,522

AR-04

W2

26,520

TYPE

LVL +5,700

Bottom of tie beam

3,487

150

820

Top of tie beam

LVL +3,400 First Floor

Top of sill

2,040

Pivot door

150

LVL +6,000

LVL +5,700

Bottom of tie beam

W2

W2 Exhibition space

D1

05

2,040

W6

Opp:Pre-Chreche Crown Road 2,040 Auroville, Pondicherry 08

AD-301

Ground Floor Plan

Reading Sapce

Computer space

Roof

Top of tie beam

AR-04

05

04

5,700

14

Ground Floor Plan Scale 1:100

W2

Exhibition space W2

1,860

W2

300

2,040

H

W3

1,800

3,590

Drawning name Ground Floor Plan 3

AD-101

W6

W4

500

240

980x 2,100

W6 1,800

1,800

W3

240

240

725 377

W3

240 1,800

1800x2800

D2

3,000

1,190

240 500 2,040

9

03

W2

1,860

04

LINTEL

SIZE.

D1

W1

LVL +3,400 First Floor

7 -300

2,960

15

02

W6

Computer space

300 2,040

G

26,520

01

W6

WINDOW SCHEDULE

AD-302

240

1,800

A AD602

6 DOWN

8

11

14

13

2,040

W6

W6

D1

Steel 2,040 Aluminium 900 Gypsum

2,040

04

W6

A

AR-03

12

2,040

W4

300

5

450

3,880

10

W OR KING DR AWIN G S

2,040

03

NO.

700

I 240

W6

4,320

Revision Table

NO.

F

240 1,800

5,400

495

2,040

900

900

1,800

W2 900

W3

1,800

W6

LVL +6820

LVL +6,000

DOOR SCHEDULE

W3

Water body

500 240

W6

120 2,038

Poured Earth 2,040 R.C.C. 900 Brick Stone 02 03 4,320 PCC 02 03 Wood 2,040 Insulation Stone Foundation

LVL +6,820 Roof

690

725

A AD602

1,800

4,720

GSPublisherVersion 0.4.100.100

4

1,140

02

+300

6,360

240

5,220

5,982

Slope

3

3,840

W3

Reading Space

2

900

2,040

E

1,850

1

W2 450

2,040

01

240 240

1,800

DN

1,000

UP 1,800

15R x 170 14G x 304

2,490

Admin +1200

Water body

Reading space D2

D

240

AD-302

1,800

Section Scale 1:100 6,120

4,560

B

D1

6,075

5,475

5,475

6,075

Slope

1,850

2,040

W4

+750

6,860

5,880

6,860

2,040

+450

W2

H

1,800

UP

+150

Sitting

AD-302

G

AD-302

GSPublisherVersion 0.4.100.100

600 600

+00

Slope

A

2,270

W4

3,890

2,530

2,490

2,970

600

600

600

900

1,000 600

600

2,190

Central Courtyard

4,770

300

4,080

300

+750

480

Computer space

W4

Section BB’

A Elevation Section AD-201 Scale 1:100 Scale 1:100

B

240

1,806

5,880

2,630

600 600 +750

1,000

6,120

6,361

W8

UP

+00

4,080

D1

470

1,680

900

DN

UP

2,040

2,490

2,630

1,800

1,800

2,040 16,680

600

240

430

1,800

480

240

1,800 240

F

1,788

+750

DN

900

480

Entrance

01

C

Sitting

Slope

480

W7

W4 W6

Roof

6,262

4,320

E

240

1,800

10,440

2,630

2,190

+600

1,800

1,800

2,040

300

1,800

1,800

3,890 4,080

+300

1,541

300 300

UP

1,440

W2

5,300

D3

W2

2,040

4,319

900

2,540

900

5,880 1,140

1,850

900

1,800

900

3,840

240

690

W2

900

+750

Slope

1,800

Toilet

+900

1,920

B

150

2,040

300 300 1,440

2,279

1,000

1,800

1,800

pe

2,040

Slo

2,040

450

UP

D1

Slope

Slope

UP

1,800

Sitting

W9

1,000

Slope

2,040

900

2,038

1,800

+1200

8,160 +900

D3 1,800

960

8,160

240

Exhibition Space

1,800

+500

01

+00

960 4,200

2,400

1,140

9,960

AD601

240

W1

240

1,800

Water body

D

900

Slope

2,400

8,040

B

1,140

960

2,040

2,400

900

2,900

450

W1

C

W7

LVL +6820

8,160

A Ramp

W7

900

1,800

8,040

W7

W5

W5

7,843

09

240 8,040

LVL +6,820 Roof

W7

W5

W5

300

Drawning name Notes: LineoutGeneral Plan 1. All dimensions are in m.m.

Drawning No -ambiguity is found shall 2. Any brought to the W7 W7 W6 AD 101, notice of Architect/Engineer.

W7 W7 3.

All dimensions to be read -and not to be Stamp Scale - 1:100 measured.

Toilet 4. Before setting the layout to get it approved with the W2 W2 site Engineer, check all the diagonals.

Admin Toilet Admin 5. Before execution check all the dimensions on D1 site.

W8 6.Toilet Before setting the layout, check all dimenesions Admin on the site.

D1 7. All levels are unfinished W8level.

8. Details and specification of all R.C.C. and 3,460 Poured Earth work shall be considerd4,820 as per structural drawings.

9. Column reduction as per900structural drawings.

2,040 2,040 2,040 2,040

A

2,040

W7

W5

W5

3,300

08

W5

W5

1,135

07 AD-301

2,040

W7

Student NameIU1743000015 Sem - 6 Indus University, Rancharda, Ahmedabad

635

W7

14

315

13

2,383

12

300

11

2,200

10

26,520

2,040

I

Nishit Gandhi

GSPublisherVersion 0.4.100.100

2,040

H

300 500

06

G

1,135

05

F

820

09 A AD-201

AD-202

04

E

300

08

A

03

I

2,040

Opp:Pre-Chreche Crown Road Auroville, Pondicherry

07 AD-301

02

H

2,040

Project Name- Archive

2,040

Lineout Plan Scale 1:100

01

G

2,040

7,020

2,040

Line Out Plan AD-101

F

2,040

16,680

W7

2

E

2,040

315

06

18x30

50x50

2,300

05

50x502,400

50x50

+3000 Sliding +3,000 Sliding

3,000

04

A

25x75

+3,590 Sliding

+320 +800

3,450

3,487

03

2,040

5,475

6,360

2,040

2,040

+3,590 Hingh

+1,830

600

6,820

2,040

+1,690

600

2,383 100 300

2,040

900x1,900

1,860

2,700

02

2,040

3,000 7,843

2,040

4,679

900x1,800

W5

Section IScale 1:100

26,520

01

3,450 2,040

2,200

2,040

5,475 2,040

3,300

4,980

2,040

600 2,040

300

10 ,74 2

4,320 17,36 0

600

2,040

120

SHUTTER

1,800x2,200

W6

A AD-301

FRAME

1,800x2,680

Section AA’

H

2,040

5,880

1,800

1,140

2,040

1,840

I

LINTEL TYPE

W3 W4

Section Scale 1:100

3,180

A

SILL

W2

W1

2,040

1,800

2,040

2,040

2,040

A

2,160

3,550 1,880

SIZE.

NO.

G AD602

3,880 3,180

3,960

2,040

WINDOW SCHEDULE

AD-302

1,830

A

5,760

3,840

3,630

185 200

Foundation base

1,830

2,040

2,400

LVL -1,135

Water Body

120 1,860

200

13,142

12,480

5,685 5,603

8,160

5,483

5,385

5,483

5,385

5,685

5,603

F

AR-01

4,679

300 500

AD-302

G

MATERIAL

Hinge

LVL +00

Ground Level

16,680 6,690

6,120

5,220

5,880

1,800

240

8,160

900 1,140

2,040

A

TYPE

Pivot door

5,700

1,140

F

W2

3,590

500

2,610 2,280

2,040

2,040

7,262

7,920

3,180

3,840

3,180 3,840

3,841

3,181

3,570

1,140 1,800 1,800

Water Body

750

16,680

16,680

3,390

E

LVL +1,690

Top of sill

Reading Sapce

W1

5,853

DOOR SCHEDULE

Exhibition Space

30 460

1,135

185 200

2,040

3,990

500

3,182

4,560

4,232

3,810

1,800

1,140

3,840

3,840

900

240 2,040

1,860

3,900

2,040 2,040

1,140 1,800

LVL +3,590

Computer Room

W6 AR-01

Bottom of tie beam

LVL +00

Ground Level

D

W5

AR-05

LVL +3,905

Top of beam

750

Bottom of plinth beam

2,040

5,880 2,040

3,180 12,000

Reading Sapce W2

210 600

450

Finish Floor

315

Revision Table

5,220 2,040

6,360

Exhibition Space W1

Roof

100

LVL +1,220

200

C

3,840

D

Computer Room

W6

LVL +4,715

30 460

LVL +1,690

Top of sill

100

2,040

2,040

8,489

200

2,400 4,440

5,220

7,020 2,040

B

2,040

2,040

2,040

2,040

1,990

2,040

1,710 3,180

3,840

5,880

4,080 4,080

3,180

3,840

4,080

3,180

2,040

2,040

900 2,040

1,800

A

AD601

1,140

3,840

LVL +3,590

Bottom of tie beam

4,438

9,1 91

2,040

3,180

C

1,500

2,160

1,500

2,160

1,480

2,160

2,400

6,120

B

786 13,

2,040

6,120

Steel Aluminium Gypsum

315

Top of beam 9,960

8,040

W5

LVL +3,905

7,710

200

A

1,135

3,4 46

2,941

31 2,7

4,2 33

1,135

3,423

07

06

05

04

03

02

01

General Notes: 1. All dimensions are in m.m.

2. Any ambiguity is found shall brought to the notice of Architect/Engineer.

3. All dimensions to be read and not to be measured.

4. Before setting the layout to get it approved with the site Engineer, check all the diagonals.

5. Before execution check all the dimensions on site.

6. Before setting the layout, check all dimenesions on the site.

7. All levels are unfinished level.

Details and specification of all R.C.C. and General8.Notes: Poured Earth work shall be considerd as per 1. All dimensions aredrawings. in m.m. structural 2. Any ambiguity is found shall brought to the 9. Column reduction as per structural drawings.

20mm thick cuddapah stone skirting(100x200) 20mm thick ochre yellow oxide finish

24omm thick Poured earth wall (1:3:3:3:4)

01 AR01

2mm thick decking sheet (750x3000)

100mm thick PCC (1:4:8)

120x240 steel I-section beam 6mm dimeter Rivet bolt (IS: 2155-1982)

Detail-01 Scale: 1:10

200mm thick brick bat

Poured Earth R.C.C. Brick Stone PCC DOOR SCHEDULE Wood SIZE. NO. Insulation Stone Foundation D1 1800x2800 D2

Flooring and Skirting Detail

SIZE.

15mm thick Tadelakt finish 240mm thick Poured earth

5mm thick steel 50x50 Aluminium section C-channel frame

Compacted Earth 5mm MS plate

02 AR02

8mm diameter steel Detail-02 anchor bolt Scale: 1:10 10mm diameter Detail-04 04 drip edge AR04

Scale: 1:10

1,800x2,200

+800

600x1,960

980x 2,100

AR05

erVersion 0.4.100.100

+320

FRAME

+3,590 Hingh

25x75

50x50

50x50

18x30

+3,590 Sliding

50x50

+3,000 Sliding

50x50

+3,900

+4,500 Sliding

50x50

425x1,960

+3,900

+4,325 Sliding

50x50

W7

435x1,960

+3,600

W9

500x1,500

SIZE.

NO.

SILL

Hinge

50x50

+3,275 Fixed

45x50

+1,690

+2,690 Sliding

50x50

LINTEL TYPE

FRAME

200mm thick brick bat

MS L-section 5mm5mm thickthick C-channel 240x300 RCC tie beam (1:1.5:3) 15mm diameter steel rod

2mm thick steel hollow box section (80x80) 240mm thick Poured earth 240x300 RCC tie beam wall(1:3:3:3:4) (1:2:4)

120x240 steel I-section 10mm diameter drip edge 240X300 RCC tie beam (1:1.5:3) 25x35 Aluminium section shutter 8mm thick glass (170x220) 50X50 Aluminium section frame 30mm thick cudapah stone sill (26x1800)

Drawning No Revision Table Ar 03, Ar 04

50x50 wooden shutter

Stamp -

Scale - 1:10

15mm thick Tadelakt finish DOOR SCHEDULE

LVL +800 Top of stone sill

NO.

LINTEL

SIZE.

TYPE

1800x2800

3,590

Pivot door

Glass

D2

980x 2,100

5,700

Hinge

Wooden

LVL +320 Finish Floor

LINTEL TYPE

FRAME

900x1,900

+1,690

+3,590 Hingh

25x75

900x1,800

+1,830

+3,590 Sliding

LVL +00 Ground level

6mm thick translucent anti slip glass

W3

1,800x2,680

W4

300

SILL

SIZE.

50x50

+320

+3000 Sliding

1,800x2,200

+800

+3,000 Sliding

50x50

W5

600x1,960

+3,900

+4,500 Sliding

50x50

W6

425x1,960

+3,900

+4,325 Sliding

50x50

50x50

W7

435x1,960

+4,035 Sliding

50x50

W8

900x1,800

+1,475

+3,275 Fixed

45x50

W9

500x1,500

+1,690

+2,690 Sliding

50x50

+3,600

LVL -330 Finish Floor

6mm thick Silicon

1,135

3mm thick Aluminium section frame 3mm thick rubber holder

Project Name- Archive

12mm diameter nail

Opp:Pre-Chreche Crown Road Auroville, Pondicherry

12mm thick tile mortar 100mm thick PCC (1:4:8)

5mm thick steel C-channel

Poured earth casted desk (1:3:3:3:4)

20mm thick ochre yellowoxide finish

MATERIAL

D1

W2

IN

150mm thick PCC (1:4:8)

240mm thick Poured earth wall(1:3:3:3:4)

SHUTTER

OUT

50x50

240x500 RCC beam (1:1.5:3) 18x30 18x30 18x30 18x30

20mm thick ochre yellowoxide finish 18x30

-

18x30

200mm thick brick bat Stone foundation 50mm thick PCC (1:4:8)

Drawning name Roof and skylight detail

2 AD-602

240x300 RCC plinth beam (1:1.5:3) Compacted earth

18x30

150mm thick PCC (1:4:8)

Student NameLVL -1,135 Nishit Gandhi IU1743000015 Foundation base Rancharda, Ahmedabad Sem - 6 Indus University,

20mm thick gypsum board (false ceiling)

AR06

18x30

Insulation Drawning name Stone Foundation Slab and False ceiling detail

75x50 wooden frame

5mm thick rubber holder

Skylight Detail

-

Project Name- Archive

6mm thick toughened glass

Detail-06 Scale: 1:10

18x30 18x30

Auroville, Pondicherry Poured Earth Steel Drawning No R.C.C. Aluminium Student BrickNameGypsum Ar 01, Ar 02 Nishit Gandhi Stone Stamp Scale - 1:10 IU1743000015 PCC SemWood - 6 Indus University, Rancharda, Ahmedabad

W1

06

18x30

Drawning name Opp:Pre-Chreche

NO.

120x240mm tsteel Isection beam

200mm thick PCC (1:4:8) 2mm thick decking sheet (750x3000)

18x30

5mm thick C-channel

Hatch Legend Crown Road Flooring and sitting detail

WINDOW SCHEDULE

8mm thick tile

Wooden

+4,035 Sliding

+1,475

18x30

20mm thick LVL +3000 Project Name- ArchiveGypsum board (False ceiling) Bottom of tie beam

Detail-05 Scale: 1:10

3mm thick Aluminium section

Glass

W6

5,700

16mm diameter steel rods

SHUTTER

MATERIAL

+3000 Sliding

Pivot door

2. Any ambiguity is found shall brought to the SHUTTER W1 +1,690 +3,590 Hingh 900x1,900 25x75 50x50 notice of Architect/Engineer.

900x1,800 +1,830 +3,590 Sliding 50x50 18x30 3. AllW2dimensions to be read and not to be 1,800x2,680 W3 +320 +3000 Sliding 50x50 18x30 measured.

1,800x2,200 W4 +800 50x50 with18x30 +3,000 4. Before setting the layout to getSliding it approved the 600x1,960 50x50 18x30 W5 Sliding site Engineer, check +3,900 all the +4,500 diagonals.

Opp:Pre-Chreche 425x1,960 +3,900 all 5. Before execution check the Sliding dimensions +4,325 50x50 on 18x30 W6 Crown Road site.W7 50x50 18x30 435x1,960 +3,600 +4,035 Sliding Auroville,+1,475 Pondicherry 6. Before setting checkFixed all dimenesions +3,275 W8 45x50 900x1,800the layout, on the W9 site.500x1,500 50x50 +1,690 +2,690 Sliding 18x30 Student Name7. All levels are unfinished level.

Gandhi 8. Details andNishit specification of all R.C.C. and Poured EarthIU1743000015 work shall be considerd as per structural drawings.

Sem - 6 Indus University, Rancharda, Ahmedabad 9. Column reduction as per structural drawings.

Decking Slab Detail 05

LINTEL TYPE

TYPE

W4

D2

LVL +3522 First floor finish WINDOW SCHEDULE 1. All dimensions are in m.m.

General Notes: W8 900x1,800

16mm diameter steel rod (250mm interval) 6mm thick tetrapack roofing sheet (1000x3000) 2mm thick decking sheet 20mm thick ochre yellow oxide finish (750x3000) 40mm thick glasswool insulation 120x240 steel I-section 100mm thick PCC beam embedded in rcc beam (1:4:8) 20mm thick Gypsum board 6mm thick anchor bolt (false ceiling)

+1,830

3,590

300

500

wall(1:3:3:3:4) Poured earth casted sitting

+1,690

1,800x2,680

1800x2800

2,200

bars

Glass Wooden

LINTEL

W3

D1

W5

200mm thick Brick Bat

240mm thick Poured earth wall(1:3:3:3:4)

MATERIAL

Hinge

SILL

900x1,900

SIZE.

NO.

725

12mm diameter reinforcement 20mm thick ochre yellow colour bars for oxide poured earth sitting finish

20mm thick Gypsum boardsection 25x25 Aluminium (False ceiling)shutter

TYPE Pivot door

5,700

20mm thick ochre yellow oxide finish

NO.

6mm diameter rivet8mm bolt glass 12mm diameter reinforcement (interval 100mm)

LINTEL

3,590

WINDOW SCHEDULE W1

Stirrups

240x300 RCC tie beam (1:4:8)

Steel Aluminium Gypsum

980x 2,100

DOOR SCHEDULE 900x1,800 W2

200mm thick PCC 240x450 RCC plinth beam (1:4:8) (1:1.5:3)

5mm thick MS plate

Revision Table

20mm thick ochre yellow Detail-03 03 oxide 1:10 finish AR03 Scale:

100mm thick PCC (1:4:8)

2mm thick steel hollow box section(80x80)

Revision Table Hatch Legend

5mm thick steel C-channel 20mm thick Gypsum board (false ceiling)

222

240mm thick Stone wall

100mm 240mm thick poured earth wall thick PCC (1:4:8) (1:3:3:3:4)

LVL +5700 Bottom of RCC tie beam

500

Compacted Earth

25mm thick Cement motar (1:6)

20mm thick ochre yellow oxide finish 200mm thick PCC (1:4:8)

15mm diameter steel rods

300

200mm thick Brick Bat 240x450 RCC plinth beam (1:1.5:3)

20mm thick Gypsum board (False ceiling)

notice of Architect/Engineer.

3. All dimensions to be read and not to be Hatch Legend measured.

4. Before setting the layoutEarth to get it approved with Steel the Poured site Engineer, check all the diagonals.

R.C.C. Aluminium 5. Before execution check all the dimensions on Brick Gypsum site.

Stone 6. Before setting the layout, check all dimenesions PCC on the site.

Wood level.

7. All levels are unfinished 8. Details and specification Insulationof all R.C.C. and Poured Earth workStone shall be considerd as per Foundation structural drawings.

9. Column reduction as per structural drawings.

30mm thick cuddapah stone rough tile finish (600x900)

2,178

Stirrups 12mm diameter reinforcement bars

40mm thick glasswool Insulation

5mm thick C-channel

821

100mm thick PCC (1:4:8)

6mm thick tetrapack roofing sheet(1000x3000)

LVL +6820 Roof

Earth

Drawning No Ar 05, Ar 06

Wall section B Scale: Stamp Scale - 1:10 1:20

Wall Section B

General Notes:

1. All dimensions are in m.m.

Hatch Legend Poured Earth

Revision Table Steel

Project Name- Archive

LEGENDS

MI

MIRROR 580*4*1080

UL URINAL 400*375

P

PT

TP

PT

WC

TP

WC

PT

30 FWS

30 HWS (TYP)

PT

PRODUCED BY AN AUTODESK STUDENT VERSION

110 UPVC WASTE PIPE (SUSPENDED @ B1)

PT

WC

F

30 DWS

PIPE SLOPE 1:100 TYP.

WB

30 DWS

110 UPVC SOIL PIPE (SUSPENDED@ B1 )

TP

110 Soil Pipe

F

30 FWS

WB

PIPE SLOPE 1:100 TYP.

TP

30 FWS

F

30 DWS

76 UPVC SOIL & WASTE PIPE (SUSPENDED @ B1 CEILING LVL.)

SPECIFICATIONS : 110 VERTICAL PIPES

WB

WB 30 DWS (TYP)

D

D

D

30 FWS

110 Soil Pipe

CO

50 FWS

Tile 600*600

UL

P1

P1 UL

P1

P1 UL

PT

UL

UL PT

NAHNI TRAP

GT

GULLY TRAP

V

VENTILATION

BC

BIB COCK

PC

PILLAR COCK

TP

TOILET PAPER

SD

SOAP DISPENSER

P1

PARTITION 4MM THICK GLASS

WC

WATER CLOSET

D

DOOR

WB

WASH BASIN 480*350*185

F

FLUSH

HF

HEALTH FAUCET

350*450*400

HF D1 (WOOD) - 1110*40*2380 D2 (PVC) - 600*45*2100

CO 76 DWS 76 HWS 76 FWS

P TRAP

NT

SD

SMOKE DETECTOR

SB

SWITCH BOARD

CL

CEILING LIGHTS

WL

WALL LIGHTS

SD

SMOKE DETECTOR FWS (FLUSH WATER SUPPLY) DWS(DOMESTIC WATER SUPPLY) SOLID WASTE PIPE WASTE WATER PIPE HWS(HOT WATER SUPPLY)

PLAN UNITS IN mm

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

T ECH N ICA L M ODULE

Toilet Details

Hotel Crown Plaza, Ahmedabad Semester VI

Staircase Details

Jain Merchant Society, 11, Paldi Semester IV

Building Plan

Staircase plan

Section AA’

Window Details Semester VI

Elevation

Plan

T ECH N ICA L M ODULE Detail 1

Detail 2

Detail 3

Detail 4

Bundi Documentation And Pol House Documentation

Hand Rail

Semester II

Documentation of traditional house in Bundi, Rajasthan and Pol Houses, Ahemdabad. Learning space making, quality of light in space, working with traditional materials, wooden and stone joineries and importance of each space and how they function.

T- Section C- Section

Corrugated

Timber Frame

Ground Floor Plan Detail 1

Finish Floor

Filling (BrickBat) Timber Beam

Timber Frame Timber Bracket

First Floor Plan

First Floor Plan

Detail 2

Finish Floor Filling(BrickBat) Timber Beam

Second Floor Plan

PRODUCED BY AN AUTODESK STUDENT VERSION

Ground Floor Plan

Timber Lintel

Top Rail

Mid Rail

Bottom Rail

Section

Detail 3

Kota Stone

Section

Wall Section

Exploring bamboo joineries and lashing techniques. Exploring tension force in various shapes through soap bubble exercise and generating tensile forms from stocking material. Constructing frame structure out of ridge sticks and learning transfer of load through various member. Testing with the loads and figuring out the failure conditions in frame structures.

M AT ERIA L E X P LOR AT I ON

Understanding the principals of tension and compression forces in frame structures and shell structures. Construction of brick arches and understanding the importance of stringer beams, outercourse and innercourse, keystone and buttress.

Design And Buil With Cardboard, Ahmedabad Semester VI

Workshop main intentions were to explore paper as a structural material. Exercise like bridge construction, load testing, form making, joinery exploring helped more to know paper as a material. Main aim was to construct two 1:1 structures out of honeycomb sheet.

PA P ER E X P LOR AT I ON

Construction of two structure with two different joinery pattern was challenging. First structure has MDF joinery with two strip locking system in it, with shear sheets on the edge of the honeycomb sheet.

Second structure was purely out of honeycomb sheet, where each element interlocks with each other to form joinery.

Related Study Programme

Documentation Of Aranya Housing, Indor Semester V (Group Work)

ARA N YA

The RSP intend to understand the planning of housing done on a bigger scale. Aranya housing designed by Ar. Balkrishna Doshi, planned Aranya in different aspects. Understanding part to whole theory i.e., designing one unit, repeating the same unit having a connection to the adjacent unit, repeating group of unit to form small clusters, and clusters repeated to form big chowks, and chowks to form Housing. Also observing the character of streets, built to open ration and most important how services work.

Related Study Programme

Documentation Of Dharamashala Streets And Vernecular Houseforms Semester III (Group Work)

Section across street

Street Plan

DHA RAM S HALA Shops Elevation

Section across street

The RSP intend to document the character of the street and the lifestyle of people on a busy market street. Below documentation is a street in Mcleodganj which is 6.2KM from Dharamshala. The street is near Dalai lama temple. A narrow street with thousands of walking tourists and cars moving with handicraft and food stalls on the edges makes the street busy. Documenting the vernacular house forms in the villages near Dharamshala taught many interesting joineries possible with stone and mud construction.

Elevation

Site Plan

Ground Floor Plan

Section

Details

Site Section

S K IL LS

Interest in manual skills which includes trying out different mediums of sketching i.e., watercolour, charcoal sketching, ink, soft pastels. Rendering the drawings with different mediums. A bit of interest in capturing monuments and structures.