INTERNSHIP PORTFOLIO

ARCHITECTURAL PORTFOLIO Prachi Shah Selected Works Monsoon 2020 - Spring 2023 CEPT University, Ahmedabad

CURRICULAM VITAE EDUCATION: SECONDARY EDUCATION

2018 - GSEB Sabari VIdya Vihar, Mehsana

HIGHER SECONDARY EDUCATION 2020 - GSEB Sabari Vidya Vihar, Mehsana

PRACHI SUKETU SHAH D.O.B. 03 November, 2002 NATIONALITY: Indian

BACHLOR IN ARCHITECTURE

2020 - CURRENTLY IN 4TH YEAR CEPT ((Center for Environmental Planning and Technology) University, Ahmedabad

FROM:

STUDIOS

SOFTWARE AND DIGITAL SKILLS:

LANGUAGE:

Sem 1 &2

CEPT FOUNDATION PROGRAM

Autodesk

AutoCAD Sketchbook

Sem 3

Learning spaces beyond schooling

Adobe

Sem 4

Abstraction Tectonic form

Sem 5

Design in Detail

Photoshop Illustrator Indesign After Effects (Basic)

Sem 6

Climate Responsive Architecture

Sem 7

Adaptive Re-use (Paris & Ahmedabad

Mehsana, Gujarat English Hindi Gujarati

I am a passionate architecture student, constantly exploring to enhance my work’s value and improve daily. Quality matters more to me than quantity, and I excel in collaborative teamwork. I eagerly embrace new skills and focus on mastering the functional and practical aspects of design through dedicated practice.

CONTACT:

+91 8238131102

EMAIL ID:

shahprachi08@yahoo.com prachi.uar20210@cept.ac.in

3-D Modelling

Rendering

Rhinoceros + Grasshopper (Basic) Sketchup Archicad Lumion Enscape

INTERESTS:

MANUAL SKILLS:

Dancing Sketching Photography Cooking Travelling Badminton

Model Making Drafting Sketching Rendering Wood work

CONTENTS

01 | CLIMATE RESPONSIVE ARCHITECTURE MIRAGE: AN ARCHITECT’S RESIDENCE AND WORK SPACE

02 | DESIGN IN DETAIL VINIMAY: A FARMER’S MARKET

03 | ABSTRACTION | TECTONICS | FORM EXTRACTING KINETIC FORM: A VIEWING DECK

04 | LEARNING SPACES BEYOND SHCOOLING VOID TO NATURE: A WARM LEARNING SPACE

05 | ONGOING SEMESTER: ADAPTIVE-RE USE DATING FOR ALL: INTIMACY AND INCUBATION CENTRE

06 | MISCELLANEOUS

CLIMATE RESPONSIVE ARCHITECTURE MIRAGE: AN ARCHITECT’S RESIDENCE AND WORK SPACE Studio 4 | Spring 2023 Udaipur, Rajasthan Guided By: Ravi Kashyap, Hiten Chawda

The studio dealt with observing and studying climatic conditions of a particular city and came with a build form to achieve comfort in the building. Data such as DBT (Dry bulb temperature), WBT, Humidity, Wind direction etc was studied along with theoretical understanding for different seasons was collected to compare it with the data collected during site visit.

Vernacular architecture becomes very important when it comes to designing for comfort which embeds thousands of years of knowledge refined with time. It is even more fun to reinterpret the learnings from vernacular, to generate newer climate responsive forms, with latest materials and technologies.

Feedback in terms of hands-on method of simulation as well as Early Design simulation of the design were key features of the Studio. The module helped to refine understanding about the built fabric in terms of performance and made them conscious of a performance oriented building design approach.

4

THE NARRATIVE The program is to design Residence and office for a family staying in Udaipur. Family includes a Wife who is an architect (with 5 interns working under her) and her husband is a photographer (who believes in making photograph with old techniques). They have 5 year old twins (one boy and a girl) and they live with their Grandparents.

The residence includes spaces such as Hall, dining, 4 Bedrooms and a recreational room whereas office comprises of spaces like pantry, studio, offices, walk-in exhibition area and a printing room.

Floor plan at lvl. +7.5M

FORM DEVELOPMENT FORM DEVELOPMENT

Use of curve geometry and compact form

ESIDENCE AND OFFICE

ce and office for a family staying in Udaipur. Family t (with 5 interns working under her) and her husband in making photograph with old techniques). They

Use of curve geometry and compact form to reduce surface area

Increasing area of Microclimate

PLAN AT LVL. +13.5M

Increasing area of Microclimate

Creating close form to reduce leakgae of

Creating close form to cool air reduce leakgae of cool air

Closing mass from ground floor to

Taking mass out of geomtery for circulation and

Closing mass from of geomtery achieve more compact form Taking mass out functions ground floor to achieve for circulation and functions WALL SECTION more compact form

Final form where first floor mass also reduces keeping inside cool and circulation is in the center

Final shape with reduced first floor mass to maintain interior cooling and centre circulation

5

BUILDING PHYSICS The intention was to create a space which is contrast to the outer climate (hot and dry). The ground floor and first floor are connected via a microclimate which acts as a cool pocket and as a central core of the building. The privacy between the spaces is obtained with the help of level difference and nature. Light wells are provided at different levels for the light to get in basement.

In addition a kinetic wind catcher is provided which works on a pivot and hydraulic mechanism and open ups in the direction where wind is favourable which further helps to maintain the climate inside the building.

Evaporative Cooling with the help of sprinkler at height

Light well near the areas which are earth berm and receives less light

Green courtyard to help creating cool air pocket

Evaporative Cooling with the help of sprinkler at height

6

Earth berming by taking advantage of contoured land

Stack vent to evacuate hot air from the space

Stepped courtyard to decrease the amount of sunlight coming in

FLOOR PLAN AT LVL. +16.5M Upper floor was designed in a manner such that no public place i.e office chaos bothers private areas. Areas such as bedroom and recreational rooms are arranged in a manner such that climatic advantage as well as view is not compromised. Every is provided with a stone jali wall which helps with the night perging as well as helping with privacy.

Cavity walls are created, and to make it light weight puter facade comprises of 100mm stone wall whereas from inside 300mm ACC block wall is created keeping 100mm gap between them. Also to avoid direct sunlight into the room, a walkway which acts as a chajja is created which further connects floor to terrace.

Adjustable Louvered Windows on the hotter directions to maintain the amount of sunglight getting in amount

7

SECTION The programmes were split across levels based on degree of privacy but connected volumetrically: Basement (Public) Ground floor (semi private) First floor (Private) It was necessary to provide light in the basement with the help of lightwells. Since build form was on a contoured land advantage of earth berming was primary and Along with that to reduce the amount of sun light in the microclimate stepped well is created to reduce the coverage. Terrace garden is provided keeping below spaces cooler and comfortable to live in.

RENDERED VIEWS

8

PHYSICAL MODEL

WALL SECTION The three-story building is essentially a load-bearing structure with a stepped base into the earth. In order to attain comfort and produce light-weight structures, many sorts of materials are utilised. In terms of visual and tactile perception, the surfaces are unbroken. In order to attain thermal comfort and contour weight, stone was chosen as the material. Terrazzo flooring was chosen so that the concept of continuity is evident due to the circular design.

9

DESIGN IN DETAIL VINIMAY : A FARMER’S MARKET Studio 3 | Monsoon 2022 Ahmedabad, Gujarat Guided By: Nilang Pandya, Shirish Patel

This studio looks at design practise with the focus on concept execution and how a design is basically the sum of all of its little components. A meaningful architecture is created by these features interacting in unison. The goal is to use specifics to reveal an overarching purpose and clarity with logic in the design process. Additionally, it is crucial to consider how these concepts are developed in a building setting. Conceptualising also requires the ability to express an idea in a drawing. In order to comprehend the architectural ideas, materials, structure, features, and services of an existing building, we were initially requested to take it apart and record it.

Design program of the studio focuses on creating a farmer’s market- promoting a platform where farmers provide products to visitors along with other supporting functions. A parallel exercise to study details in ongoing sites and learn the execution aspects.

10

W7

2880

3870 x 1650

4450

3

DOOR SCHEDULE: NO.

3

5

4

D1 D2 D3

6

WIDTH x HEIGHT SILL LINTEL TOTAL NO. LVL. LVL.

GROUND FLOOR PLAN -

920 x 2430 950 x 2430 1200 x 2430

2430 2430 2430

1 2 1

BRICK VAULT TOP

2430 STALL 4

W1

STALL 3

150

STALL 5

PLINTH LVL.

±1050 MM

Program was to create a farmer’s market to display their work. Stalls are created on the ground floor for esy access and are connected via a passage for easy circulation. First floor consists cafe whereas services are provided at ground floor.

W6

4005

3030

± 3630 MM

BRICK VAULT

W6

1890

W6

G.F BEAM BTM.

540

BRICK VAULT

W6

± 4080 MM

450 1125 230

± 5435 MM

G.F BEAM TOP

STALL 2

STALL 1

GROUND LVL.

± 0.0 MM

SECTION BB' 3

9

5

4

8

6

A'

6

7

5

B

GENERAL NOTES:

MAIN ROAD +00 mm lvl

3

4

BRICK VAULT TOP

GENERAL NOTES:

BRICK VAULT OH TANK

1

3680

115

W7

3

2330

1

± 4080 MM

115

G.F BEAM BTM.

3680

2

3

4

5520

5

1840

BRICK VAULT

W6

8

STALL 1

115

2100

460

1265

5520

16215

8625

STALL 2

1840

STALL 3

1610

2301035

2300

460 1265

2300

1610

SECURITY CABIN D1 STALL 5 +150 mm lvl

5STALL 2

STALL 3 2300

805

+1200 mm lvl

1725

4

W1 W2 W3 W4 W5 W6 W7

3

3450 x 8395 mm

UP

A

1438

3910

+1200 mm lvl

1035

1610

1438

2300

805

805

1438

1035

PLINTH

1250

3680

1035

X'

1610

1035

6785

1035

1610

1035

2415

Y

RISER : 160 TREAD: 300

8A

1035

UP

805

1438

805

1438 6785

1035 STALL 6 STALL 7 +1200 mm lvl 805 3450 x1438 5290 mm

1438

UP

460

2300

NO.

WIDTH x HEIGHT SILL LINTEL TOTAL NO. LVL. LVL. 920 x 2430 950 x 2430 1200 x 2430

STALL 8 2300 460

1265

1265 460

1610

2301035

1035

2300 1610

STALL 8 805

2300

1438

1035

STALL 9 STALL 10 2301035 1265 mm1610 +1200 lvl 460 3450 x 8395 mm W1

2300

805

1035

805

1438 2415

1035 1035

1840

8B

5440

-

C-

2430 2430 2430

1 2 1

D2

D1 E1

D2

DD3

D2

D2

2300

805

2300

1725

W3

3680

1150

1553

8855 W3

C

E

3680

1725

1150

1553

1553

1840

230

1150

E1

W3

1553

1840

1150

230

F

8B

8A

E1

W3

E

C

Y' F

MONSOON 2022

8B

8A

DESIGN IN DETAIL AR 2036

8625

NILANG PANDYA SHIRISHKUMAR PATEL JENY DAVE

Y'

MONSOON 2022

DESIGN IN DETAIL

SCALE 1:100

AR 2036

UP

2

4

3

6

5

7

NILANG PANDYA SHIRISHKUMAR PATEL JENY DAVE

9 SCALE 1:100

8

D A

1

2

3

1 2 1

D

D1

1230

TOILET +1200 mm lvl

W1

E1 8625 2300

UP

8A

16215

1

2430 2430 2430

1230

D3

1840 16215

D1

STALL 9 STALL 10 RISER : 160 +1200 mm lvlTREAD: 300 3450 x 8395 mm UP

8855

5520

8B

5440 A

5520 1265

-

4330

1610

1438

3450 x 5290 mm

2100

WIDTH x HEIGHT SILL LINTEL TOTAL NO. LVL. LVL.

920 x 2430 D1 PRACHI SHAH 950 x 2430 D2 1200 x 2430 D3 UAR20210

D1 D2 D3

TOILET +1200 mm lvl

230

1035

STALL 6 STALL 7 3910 2100 +1200 mm lvl

C'

NO.

DOOR SCHEDULE:

1650

805

A-301

DOOR SCHEDULE: SECTIONS

C

4330

2100 UP 1035

1438

2 B' 1 2 2 2 10 3

N

Y

+1050 mm lvl

3680

2430 2430 2430 2430 2430 4005 4450

2 1 2 2 2 10 3

A

+1050 mm lvl

D1

115

1035

540 805 x 1890 SECTION CC' 2430 920 x 1890 540 1150 x 1890 540 1150 x 1890 1170 1370 x 1980 2880 2992 x 1210 2880 3870 x 1650

2430 2430 2430 2430 2430 4005 4450

X'

+00 mm lvl

UP

1438

PLINTH

2100 UP 1035

3910

805

B

1035

1580 460

EXHIBITION +750 mm lvl 3450 x 9600 mm

2300

805

WIDTH x HEIGHT SILL LINTEL TOTAL NO. LVL. LVL.

NILANG PANDYA

230

805

1035STALL 1438 1

NO.

B

B'

1035 STALL 21610

2070

1438

1250 2530

3680 MAIN ROAD

C'

1438 STALL 805 3 1438

WINDOW SCHEDULE: AR 2036

COMPACTED EARTH

PATEL 540 805 x 1890 W1 SHIRISHKUMAR 2430 920DAVE x 1890 W2 JENY PLANTERS 540 1150 x 1890 W3 540 1150 x 1890 W4 W5 SCALE 1370 x 1980 1:100 1170 WINDOW SCHEDULE: W6 2880 2992 x 1210 2880 3870 x 1650 A LINTEL TOTALW70 0.5 NO. WIDTH x HEIGHT SILL 1.5 3M NO. LVL. LVL.

UP

STALL 1

DESIGN IN DETAIL

RCC

BBCC

1725

3450 x 8395 mm

1250 460

805

2530

1580 460

5000

2300

10060

EXHIBITION +750 mm lvl 3450 x 9600 mm

230 1035

5000

10060

UP

UP

1035

UP

3680

ENTRY

805

3450 x 5290 mm

1250 460

5230

1630

2100

STALL 42100

+1200 mm lvl

1630

2300

3680

2300

D

5230

8855

MONSOON 2022 PLANTERS

BRICK

W1

STALL3450 5

3450

2300

STALL 4

+1200 mm lvl 2301035 2300 3450 x 5290 mm 230

1265

7 STALL 5 6

COMPACTED EARTH BBCC

1650

2100

460

8

BRICK RCC

LEGEND:

+150 mm lvl 115

W5

3910

3680 115

3910

E

115

2300

805

SECURITY 9 W5 CABIN D1

7475

LEGEND:

ENTRY

W1

9

C

F UP

7475

8625

B

C

MAIN ROAD +00 mm lvl

W5

STALL 4

8855

X

460 1265

2300

W6

8

3450

X

16215

B

B

3450

ALL DIMENSIONS ARE IN MM. UNLESS SPECIFIED ALL DIMENSIONS ARE FROM UNFINISHED SURFACES. 9 DRAWINGS ARE TO BE READ, NOT MEASURED. 115 IN CASE OF ANY AMBIGUITY PLEASE CONTACT ARCHITECT'S OFFICE.

2070

A

3910

BRICK VAULT

W6

7

1725

115

W1 1840

5520

7

W6

6

8625

4005

2730

2430

W3

±1050 MM

GROUND LVL.

1725

115

8

W5

150

PLINTH LVL.

8625

7

W4

2330

W3

1840

6

B

4235

± 3630 MM

W2

5

4005

G.F BEAM TOP

W4

2430

± 5435 MM

450 540 1890

BRICK VAULT TOP

4

A'

5520

4445

± 6510 MM

2

2430

F.F BEAM BTM.

W7

1865

W7

± 6960 MM

BRICK VAULT

2580

± 8755MM

F.F BEAM TOP

± 0.0 MM

ALL DIMENSIONS ARE IN MM. UNLESS SPECIFIED ALL DIMENSIONS ARE FROM UNFINISHED SURFACES. DRAWINGS ARE TO BE READ, NOT MEASURED. IN CASE OF ANY AMBIGUITY PLEASE CONTACT ARCHITECT'S OFFICE.

4

5

6

0

7

8

9

0.5

1.5

0

0.5

1.5

N 3M

A-102 GROUND FLOOR PLAN N

3M

A-102 GROUND FLOOR PLAN

PRACHI SHAH UAR20210

11

F

D

C

D

C

E

F

E 3

B

A

B

A

5

4

6

BRICK VAULT TOP BRICK VAULT TOP G.F BEAM ± 5435 MMTOP

450 1355

± 5435 MM

2430

±1050 MM

STALL 5

PLINTH LVL. GROUND ±1050 MMLVL.

STALL 4

W1

STALL 3

W6

Front view of a typical stall with niches acting as a storage space

1970

W1

STALL 5

150

STALL 6

PLINTH LVL.

BRICK VAULT

610

W1

3030

2580

± 3630 MM

3030

G.F BEAM BTM.

W6

W6

4005

W6

4005

BRICK VAULT

W6

± 4080 MM ± 3630 MM

450

G.F BEAM TOP G.F BEAM BTM.

540 1501890 2430

W6

450 1125 230

BRICK VAULT

± 4080 MM

STALL 2

STALL 1

± 0.0 MM

GROUND LVL.

± 0.0 MM

SECTION AA

SECTION B F

C

D

E 3

9

B 5

4

8

A 6

6

7

5

3

4

BRICK VAULT TOP

GROUND LVL. PLINTH ± 0.0 MM LVL.

8 7

4005

2430

STALL 1

W6

BRICK VAULT

W1

STALL 3

STALL 2

W1

STALL 2

W6

4005

STALL 4

4005 2430

STALL 5

W3

W6

STALL 1 2430

W3

W6

2580

±1050 MM

BRICK VAULT

W6

BRICK VAULT

W6

150

PLINTH LVL.

W6

W4

4235

± 3630 MM

BRICK VAULT

W6

3030

G.F BEAM BTM.

W2

2730

± 4080 MM

450 540 1890

G.F BEAM BTM. ± 3630 MM TOP G.F BEAM

2430

± 5435 MM

W4

Flooring is used to differentiate the space between two stalls.

W7

150

G.F BEAM TOP BRICKMM VAULT TOP ± 4080

4445

± 6510 MM ± 5435 MM

6

1890

OH TANK

5

4

540

F.F BEAM BRICK VAULTBTM. TOP

W7

BRICK VAULT

450 1125 230

W7

± 6960 MM

3

BRICK VAULT 1865

± 8755MM

F.F BEAM TOP

STALL 3

STALL 4

STALL 5

±1050 MM

GROUND LVL.

SECTION BB

± 0.0 MM

3 9

SECTIONS

4

8

9

6

6

7

8

5 5

6

7

5

3

4 3

4

BRICK VAULT TOP

± 8755MM

VAULT The structure is a load-bearing system thatBRICK is one brick thick. The BRICK RCCVAULT slab that served as the spanning system also served as the gutter spouts. With the aid W7 W7 W7 TANK of height, vaults were employed as a roofingOHstructure to distinguish rooms and impart a typical market feel. Considering the materials at hand, it was a fully F.F BEAM BTM. brick construction. To provide a visual link between the stalls, a courtyard is made between them. Niches created inside the stalls for natural light to ± exposed 6510 MM penetrate in. An ongoing walkway was built to provide the appearance of a market. A separate building was constructed to house amenities including restrooms BRICK VAULT TOP a small cafe.

W4 ± and 5435 MM F.F BEAM TOP

G.F BEAM BTM.

W4

W6

5

12

± 4080 MM

W2

2430

G.F BEAM TOP

450 540 1890

4445

1865

± 6960 MM

BRICK VAULT

W6

W6

BRICK VAULT

W6

SECTION C Concrete gutter is supported on the niches created

WALL SECTION

13

Exposed Brick- Flemish Bond Used For Walls

Exposed

Rough Texture Concrete Used For Slab And Beams

Leatherfinish Grey Kota Stone Used-The Stalls And Corridor

Riverwash Brown Kota Stone Used -The Stalls And Corridor

Pink Rough Slate Used For Courtyard

14

China Mosaic Waterproofing

F

F

8 SECTION BB'

Ø12mm BLACK MS STEEL BAR

ANCHOR FASTENING

RISER : 160 BALUSTER TREAD: 300

120 x 120 x 6mm METAL PLATE WELDED TO MS STEEL BAR

LANDING 7 LEVEL- 2640mm

Ø12mm OILPAINT BLACK MS

F

120 x 120 x 6mm METAL PLATESTEEL BAR BALUSTER WELDED TO MS STEEL BAR

F

SECTION AA'

E

+4080 MM

8

15mm THK. BEDDING MORTAR

D

1485

7

WOODEN RAILING JOINERY DETAIL FFSCALE LANDING 1:5 FF BEAM TOP

F

3452

12025mm THK. GREY KOTA STONE FLOORING GF PLAN A' 6

1485

1485

50 x 70 mm WOODEN RAILING 9.5mm THK. AND 50mm WIDE BLACK MS PLATE LANDING LEVEL2550mm 8

12

FF BEAM BTM. +6510 MM

D

A'

E

1

STAIRCASE DETAILS PLINTH LVL. +1050 MM

FF PLAN

18

R.C.C RISER

DETAIL B SCALE 1:5

E

+6960 MM 16

Given that the cafe is on the first level, it only seemed practical to build a sturdy staricase. A delicate wooden railing LANDING LEVEL- 2550mm LANDING LEVEL2640mm is provided between the railing and the stair to bear the load from above in order to prevent it from becoming commercially unsuccessful. Treads made of Kota stone are utilised with consideration of public place.

7

R.C.C STAIRCASE

F

4 8 SECTION BB'

8

A'

PRACHI SHAH DETAIL A UAR20210 50 x 70 x 15mm WOODEN RAILING BEAM TOP F

ANCHOR FASTENING

SCALE 1:5

+4080 MM

Ø12mm OILPAINT BLACK MS STEEL BAR BALUSTER

50 x 70 x 15mm WOODEN RAILING

120 x 120 x 6mm METAL PLATE

16

14

40

160

1

160

160

120 xWOODEN 6mm METAL PLATE 50 x 120 70 x x15mm RAILING WELDED TO MS STEEL BAR

16

GF BEAM BTM. +3630 MM

GF LANDING +1050MM MM +2640

8

3873

A

17

SECTION AA'

120

D

E

300

2730

950

120 x 120 x 6mm METAL PLATE WELDED TO MS STEEL BAR

NILANG PANDYA SCALE 1:5 SHIRISHKUMAR PATEL JENY DAVE GF LANDING SCALE 1:20 +2640 MM SCALE 1:5

Ø12mm BLACK MS STEEL BAR

2MM X 3MM GROOVE

4

15

DETAIL B SCALE 1:5

A

F

E

A

B

16

GF BEAM BTM. +3630 MM

14

160

14

13

120

6

E

1505 3

70 40

50 x 70 x 15mm WOODEN RAILING

4

9.5mm THK. AND 40mm WIDE BLACK MS FLAT HANDRAIL SCREWED TO WOODEN RAILING

5

B'

6

12

300

12

7

11

8

8

Ø12mm BLACK 40 MS STEEL BAR BALUSTER WELDED TO MS FLAT

10

75

GF LANDING +2640 MM

7

430

6

9

145

10 300

2730

160

11

70

RISER : 160 TREAD: 300

1485

4 3

1485

5

950

E

15 950

120

13

DETAIL B SCALE 1:5

1

15

B

15

UP

2

16

DETAIL A SCALE 1:5

1995

BEAM TOP +4080 MM

18

R.C.C STAIRCASE

WOODEN RAILING JOINERY DETAIL SCALE 1:5

17

25mm THK. GREY KOTA STONE FLOORING

17

145

E

15mm THK. BEDDING MORTAR

8 Ø12mm BLACK MS STEEL120BAR x 120 x 6mm METAL PLATE 25mm THK. GREY KOTAWELDED STONE TO MS STEEL BAR BALUSTER FLOORING, 300mm TREAD 12 70 x 50mm WIDE WOODEN RAILING 120

290 18

SECTION AA'

3873

D

25mm THK. GREY KOTA STONE FLOORING, 1395 150mm RISER

430

320

PLINTH LVL. +1050 MM

Ø12mm BLACK MS STEEL BAR BALUSTER

1395

7

1

PRACHI SHAH UAR20210

160

2

300

F

3

950

WOODEN RAILING JOINERY DETAIL SCALE 1:5

15mm THK. BEDDING MORTAR

285

E

5

6

120

A-501 STAIRCASE DRAWINGS

6

12

DETAIL SCALE

15

120 x 120 x 6mm METALBALUSTER PLATEWELDED TO MS FLAT

7 120 x 120 x 6mm METAL PLATE WELDED TO MS STEEL BAR

PLINTH LVL. +1050 MM

2473

METAL PLATE ANCHOR FASTENED TO CONCRETE STAIRCASE

10

8

1

R.C.C RISER

F

11

16

4

FF LANDING +4080 MM

40

WOODEN RAILING JOINERY DETAIL

12

9.5mm THK. AND 40mm WIDE BLACK MS FLAT HANDRAIL SCREWED TO WOODEN RAILING

12

120

AR 2036

120

3 2

70

DESIGN IN DETAIL

14 13

5

50 70 mm AA' WOODEN RAILING D xSECTION 9.5mm THK. AND 50mm WIDE BLACK MS PLATE

MONSOON 2022

B

15

Ø12mm BLACK MS STEEL BAR BALUSTER WELDED TO MS FLAT

7 6

Ø12mm OILPAINT BLACK MS STEEL BAR BALUSTER

DETAIL A SCALE 1:5

BEAM TOP +4080 MM

18

R.C.C RISER

10

PLINTH LVL.

2730

3 2

50

FF BEAM BTM. +6510 MM

15

FF LANDING +4080 MM

11

15mm THK. BEDDING MORTAR

6

300

25mm THK. GREY KOTA STONE FLOORING

50

12

R.C.C STAIRCASE

ANCHOR FASTENING

Ø12mm BLACK MS STEEL BAR BALUSTER WELDED TO MS FLAT

4 HANDRAIL SCREWED TO WOODEN RAILING

950

120

950

120

13

25mm THK. GREY KOTA STONE FLOORING, 300mm TREAD

5

F 9.5mm THK. AND 40mm WIDE BLACK MS FLAT

70

8 SECTION BB'

8

6

50 x 70 x 15mm WOODEN RAILING

B

15

Ø12mm BLACK MS STEEL BAR THK. GREY KOTA STONE BALUSTER WELDED25mm TO MS FLAT

15

FLOORING, 150mm RISER

7

A'

2MM X 3MM GROOVE 15mm THK. BEDDING MORTAR

GF LANDING +2640 MM

8

Ø12mm BLACK MS STEEL BAR BALUSTER

120 x 120 x 6mm METAL PLATE

F

160

2473

FF PLAN

40 15

16

10

160

FF BEAM TOP +6960 MM

DETAIL A SCALE 1:5 7

16

E

GF BEAM BTM. +3630 MM

BEAM TOP +4080 MM

A

17

300

11

3452

950

D

A'

8

18

R.C.C RISER

50 x 70 mm WOODEN RAILING 9.5mm THK. AND 50mm WIDE BLACK MS PLATE

50

GF PLAN

FF LANDING +4080 MM

160

7

2730

3873

3452

15mm THK. BEDDING MORTAR

12

R.C.C STAIRCASE

25mm THK. GREY KOTA STONE FLOORING

PLINTH LVL. 1050MM

950

F

9.5mm THK. AND 40mm WIDE BLACK MS FLAT HANDRAIL SCREWED TO WOODEN RAILING

70

Ø7mm METAL SCREW

25mm THK. GREY KOTA STONE 120 FLOORING, 300mm TREAD

160

F

Ø12mm BLACK MS STEEL BAR BALUSTER

230

230

F

14

25mm THK. GREY KOTA STONE FLOORING, 150mm RISER 13

50 x 70 mm WOODEN RAILING 9.5mm THK. AND 50mm WIDE BLACK MS PLATE

160

2473

15

9.5mm THK. AND 40mm WIDE BLACK MS FLAT HANDRAIL SCREWED TO WOODEN RAILING

B

15mm THK.15 BEDDING MORTAR

50

2MM X 3MM GROOVE

FF BEAM BTM. +6510 MM

120

GF BEAM BTM. +3630 MM

25mm THK. GREY KOTA STONE FLOORING, 300mm TREAD

PLINTH LVL. 1050MM

5

3452

FF PLAN

FLOORING, 150mm RISER

6

A-501 STAIRCASE DRAWINGS

A

17

7

SCALE 1:20 SCALE 1:5

4330

7

24

3452

8

70

160

3

3873

2

230

D

3452

430

A'

230

GF PLAN

1485

RISER : 160 FF BEAM TOP TREAD: 300 +6960 MM

950

7

2 1

LANDING LEVEL- 2550mm

120 x 120 x 6mm METAL PLATE WELDED TO MS STEEL BAR

D

SECTION AA'

E

F

12 120

WOODEN RAILING JOINERY DETAIL SCALE 1:5 7 GF PLAN D FF BEAM TOP +6960 MM

F

6

F

230

PLINTH LVL. +1050 MM

DETAIL B SCALE 1:5

3452

8

A' E

15

F

OUT

OUTOUT OUT

OUT

DOOR 1 950 X 2380 MM IN IN IN FLUSED DOOR WITH VINEYER TOTAL = 1

PLAN PLAN PLAN

PLAN

OUT

1320 IN

OUT

IN

798

1210

SECTION SECTION ELEVATION

SECTION

IN

OUT

OUTOUT OUT

OUT

PLAN

40

25MM THK. BLACK POLISHED GRANITE 15MM THK. GRANITE CEMENT MORTAR 15MM THK. CEMENT MORTAR

25MM 25MM THK. THK. BLACK 25MM BLACK GRANITE THK. GRANITE BLACK POLISHED POLISHED GRANITE GRANITE GRANITE POLISHED GRANITE 25MM THK. BLACK GRANITE POLISHED GRANITE

IN

PLAN

OUT

IN ININ Z

Y'

Y' Y'

OUTOUT OUT

PLAN

SECTION SECTIO SEC

PLAN

MON

IN Y'

OUT

DE

5MM THK. CLEAR GLASS 5MM THK. CLEAR GLASS

AR

10 MM DIA. MS PIVOT 10 MM DIA. MS PIVOT 65 X 35MM WOODEN SHUTTER FRAME 65 X 35MM WOODEN 100SHUTTER X 50 MM FRAME WINDOW FRAME 100 X 50WOODEN MM WOODEN WINDOW FRAME

NILA PLA P SHIR

35

3MM THK. GAP JEN 3MM THK. GAP

35

33

33

230MM THK. BRICK WALL 230MM THK. BRICK WALL

SCA SCA

5MM5MM THK. THK. CLEAR CLEAR GLASS 5MM THK. CLEAR 5MMGLASS THK. GLASS CLEAR GLASS

20

100

10 X 10 10MM 10 X 10MM XGAP 10MM GAP GAP 10 X 10MM GAP 40

30 x 30 36 30 xWOODEN 36 WOODEN BEADING 30 xBEADING 36BEADING WOODEN PATTI PATTI BEADING PATTI x 36 WOODEN PATTI

OUT

DETAIL Y 60 X 60 100 X MM 100 MMMM60 X 100 MM 60 X 100 DETAILSCALE Y 1:5 WOODEN WOODEN WINDOW WINDOW WOODEN FRAME FRAME WINDOW FRAME WOODEN WINDOW FRAME SCALE 1:5 6MM6MM x 6MM x 6MM GROOVE x 6MM GROOVE 6MM GROOVE x 6MM GROOVE

DETAIL X' 230MM BRICK WALL 230MM THK.THK. BRICK THK. 230MM BRICK WALL THK. WALLBRICK WALL DETAILSCALE X' 1:5 230MM SCALE 1:5

A-5

100

5MM5MM THK. 5MM THK. CLEAR THK. CLEAR CLEAR GLASS 5MMGLASS THK. GLASS CLEAR GLASS

10 MM 10 10 DIA. MMMM DIA. MSDIA. PIVOT MSMS PIVOT 10 MM PIVOT DIA. IN MS PIVOT

DETAIL Y' DETAILSCALE Y' 1:5 SCALE 1:5

OUT DO

65 X 65 35MM X 35MM 65 X 35MM 65 X 35MM 35 WOODEN WOODEN SHUTTER SHUTTER FRAME FRAME WOODEN SHUTTER WOODEN FRAME SHUTTER FRAME DETAIL Z35 35 Z 100 X100 50 XMM 50 MMMM100 X 50 MM DETAILWOODEN 100 X 50 FRAME PRA WOODEN WOODEN WINDOW WINDOW FRAME FRAME WOODEN WINDOW WOODEN FRAME WINDOW FRAME WOODEN FRAME SCALE 1:2 33

SCALE 1:2

33 33

30

20

230MM 230MM THK.THK. BRICK BRICK 230MM WALL WALL THK. 230MM THK. BRICK WALLBRICK WALL

33

UAR

20

DETAIL15MM X 15MM 15MM THK. THK. CEMENT 15MM CEMENT THK. MORTAR MORTAR CEMENT MORTAR THK. CEMENT MORTAR DETAILSCALE X 1:5 SCALE 1:5

40 40

63

20 63 63

63

40

20 20

1.5MM ALUMINIUM FRAME 1.5MM 1.5MM THK.THK. ALUMINIUM THK. 1.5MM ALUMINIUM FRAME THK. ALUMINIUM FRAME FRAME 25MM THK. BLACK GRANITE POLISHED GRANITE 25MM THK. 25MM BLACK THK. 25MM BLACK GRANITE THK. GRANITE POLISHED BLACK POLISHED GRANITE GRANITE GRANITE POLISHED GRANITE 15MM THK. 15MM CEMENT THK. 15MM CEMENT MORTAR THK. MORTAR CEMENT MORTAR 15MM THK. CEMENT MORTAR

IN

PLAN

30 x 36 WOODEN BEADING PATTI 30 x 36 WOODEN BEADING PATTI 60 X 100 MM WINDOW FRAME 60 X 100WOODEN MM 6MM x 6MM FRAME GROOVE WOODEN WINDOW 6MM x 6MM GROOVE

230MM THK. BRICK WALL THK. FROSTERED GLASS 6MM6MM THK. 6MM FROSTERED THK. FROSTERED 6MM THK. GLASS FROSTERED GLASS GLASS 230MM THK. BRICK WALL RUBBER GASKET RUBBER RUBBER GASKET GASKET RUBBER GASKET

1.5MM 1.5MM THK. ALUMINIUM 1.5MM ALUMINIUM THK. FRAME ALUMINIUM FRAME FRAME 1.5MM THK.THK. ALUMINIUM FRAME

OUT

2990

OUT

WINDOW Y 6Y Y Y Z Z Z 2990 X 1210 MM FIXED GLASS WINDOW WITH PIVOT WINDOW TOTAL = 10 5MM THK. CLEAR GLASS SCALE- 1:10 5MM THK. CLEAR GLASS

10 X 10MM GAP 10 X 10MM GAP

6MM6MM THK. FROSTERED GLASS 6MM THK. THK. FROSTERED FROSTERED 6MM THK. GLASS FROSTERED GLASS GLASS 230MM THK. BRICK WALL RUBBER RUBBER GASKET GASKET RUBBER GASKET RUBBER GASKET 230MM THK. BRICK WALL

29902990 2990

PLAN

1.5MM THK. ALUMINIUM FRAME 25MM THK. BLACK GRANITE POLISHED GRANITE 1.5MM THK. ALUMINIUM FRAME 15MM THK. GRANITE CEMENT MORTAR 25MM THK. BLACK POLISHED GRANITE 15MM THK. CEMENT MORTAR

20 40

Y'

PLAN

20 63 63

1.5MM THK. ALUMINIUM FRAME 1.5MM THK. ALUMINIUM FRAME 25MM THK. BLACK GRANITE POLISHED GRANITE

OUT

ELEVATION ELEVATION ELEVATION ELEVATION

6MM THK. FROSTERED GLASS PLAN RUBBER GASKET 6MM THK. FROSTERED GLASS RUBBER GASKET

PLAN PLAN PLAN WINDOW 7 6MM THK. FROSTERED GLASS 3870 X 1650 MM FROSTERED GLASS RUBBER GASKET FIXED GLASS WINDOW WITH PIVOT WINDOW 6MM THK. RUBBER GASKET TOTAL = 3

IN

IN

OUT

OUT

SECTION SECTION

65

IN ININ

Y'

IN

IN

X

IN

Z

Z

SECTION

OUT

20

IN

Y

Y

IN

65

3870

ELEVATION

PLAN

SECTION SECTION SECTION SECTION

PLAN

2990

2990

20

38703870 3870

PLAN

ELEVATION ELEVATION ELEVATION ELEVATION

OUT

ELEVATION

ELEVATION ELEVATION

OUT

IN

SECTION

30

OUT

SECTION

20

IN

ELEVATION

SECTION

ELEVATION IN

IN ININ

65

SECTION

OUT

OUT

OUT

X' OUT

1210

ELEVATION

IN

IN

275

ELEVATION ELEVATION

PLAN

1000

3870

IN OUT OUT OUT

1210 1210

1210

1650

1650 1650

1650

3870

IN ININ

PLAN PLAN PLAN

30

OUT

IN

OUT

65

IN

OUT

1210

1210

IN

1890

OUT

1890

IN

IN

OUTOUT OUT

950

WINDOW WINDOW WINDOW 6 6 WINDOW 6 6 29902990 X2990 1210 X 1210 X MM 1210 2990 MM MM X 1210 MM FIXED FIXED FIXED GLASS GLASS GLASS WINDOW FIXED WINDOW WINDOW GLASS WITH WITH WINDOW WITH PIVOT PIVOT PIVOT WINDOW WITH WINDOW WINDOW PIVOT WINDOW TOTAL TOTAL TOTAL = 10= 10 = 10 TOTAL = 10 SCALESCALESCALE1:101:10 1:10 SCALE- 1:10

1890

1650

1890

IN

STAINLESS STEEL LEVER HANDLE

1650

230MM 230MM 230MM THK.THK. BRICK THK. BRICK 230MM BRICK WALL WALL THK. WALLBRICK WALL 100

100 100

3870

ELEVATION

DETAIL DETAIL DETAIL X X X DETAIL X SCALE SCALE SCALE 1:5 1:51:5SCALE 1:5

SECTION

DETAIL DETAIL DETAIL Y Y Y DETAIL Y SCALE SCALE SCALE 1:5 1:51:5SCALE 1:5 2990

DETAIL DETAIL DETAIL X' X' X'DETAIL X' SCALE SCALE SCALE 1:5 1:51:5SCALE 1:5

IN

DETAIL DETAIL DETAIL Y' Y' Y'DETAIL Y' SCALE SCALE SCALE 1:5 1:51:5SCALE 1:5

DE W SC

ELEVATION

SECTION

OUT PLAN Y

IN Z

WINDOW DETAILS

Y'

OUT

PLAN

6MM THK. FROSTERED GLASS

20

RUBBER GASKET window both of them made out of wood.Hinged windows are mainly used in places where air circulation is There are mainly two types of windows used: Openable hinged window and Pivot needed. Places such as Bathroom and kitchen. At many places fixed windows are installed for natural light. In the vault, pivot windows have been put so that sellers may access them and 1.5MM THK. ALUMINIUM FRAME 25MM THK. BLACK GRANITE POLISHED GRANITE 6MM THK. FROSTERED GLASS 5MM THK. CLEAR GLASS open and close them as needed.

15MM THK. CEMENT MORTAR RUBBER GASKET

16

1.5MM THK. ALUMINIUM FRAME 25MM THK. BLACK GRANITE POLISHED GRANITE 15MM THK. CEMENT MORTAR

63

1650

OUT

IN IN

1454

1150

WINDOW WINDOW WINDOW 7 7 WINDOW 7 7 38703870 X3870 1650 X 1650 X MM 1650 3870 MM MM X 1650 MM FIXED FIXED FIXED GLASS GLASS GLASS WINDOW FIXED WINDOW WINDOW GLASS WITH WITH WINDOW WITH PIVOT PIVOT PIVOT WINDOW WITH WINDOW WINDOW PIVOT WINDOW TOTAL TOTAL TOTAL = 3 = 3= 3TOTAL = 3

IN

IN

PLAN

65

920

805

OUTOUT OUT

PLAN

WINDOW 6 WINDOW 4 WINDOW 5 IN 6INXIN1210 MM IN WINDOW 2990 1150 X 1890 MM 1370 X 1890 MM 2990 XFIXED 1210 MM GLASS WINDOW WITH PIVOTOPENABLE WINDOW HINGED WINDOW OPENABLE HINGED WINDOW FIXED TOTAL GLASS =WINDOW WITH PIVOT WINDOW 10 TOTAL = 2 TOTAL = 1 OUT TOTAL = OUT 10OUT1:10 OUT SCALESCALE- 1:10 PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN

IN

OUT

PLAN

20

PLAN PLAN PLAN

PLAN

SECTION SECTION SECTION SECTION

OUT

30

OUT

ELEVATION ELEVATION ELEVATION ELEVATION PLAN

20

OUTOUT OUT

PLAN

WINDOW 3 IN IN IN 1150 X 1890 MM X X WITH EXHAUST X FIXED FROSTED X GLASS TOTAL = 2

IN

PLAN

OUT

PLAN

2380

PLAN PLAN PLAN

WINDOW 2 IN IN IN 920 X 1890 MM OPENABLE HINGED WINDOW TOTAL = 1

PLAN

OUT

PLAN

175 100

WINDOW WINDOW 1 7 IN WINDOW X 1650 8053870 X 71890 MM MM IN IN IN 3870FIXED XFIXED 1650 MM GLASS WINDOW WITH PIVOT WINDOW GLASS WITH WOODEN FRAME FIXED GLASS WITH PIVOT WINDOW TOTAL 3 TOTAL = 2=WINDOW OUTOUT OUT OUT TOTAL = 3

OUT

OUT

65

PLAN

PLAN

OUT

798

PLAN

OUT

PLAN

OUT

2380

OUT

IN

X

OUT

1890

OUT

10 X 10MM GAP

5MM THK. CLEAR GLASS

40 30 x 36 WOODEN BEADING PATTI

230MM THK. BRICK WALL

60 X 100 MM

10 MM DIA. MS PIVOT 65 X 35MM WOODEN SHUTTER FRAME

35

3MM THK. GAP

SERVICES Along with male-female washroom, Disabled washroom was also given. Instead of having single washroom accomodating all the neessary utilities, they were split so more than one user can use it at a time. An axo is made to to know all the materials and placement of the services and shafts.

17

ABSTRACTION | TECTONICS | FORM EXTRACTING KINETIC FORM : A VIEWING DECK Studio 2 | Spring 2021 Lakhpat, Kutch Guided By: Mohammedayazkhan Pathan

This project intends to investigate into ‘processes’ in architectural design activity. One of the important components in that is to get the process of transformation through different levels of interpretation. The process of transformation involves metamorphosis of the experiential data into architectural form and space with the help of abstraction. Students will be given an image/natural object as a starting point of the process, and through various stages of design process students will arrive at final architectural form that reflects the famous statement made by D’Arcy Thompson: Form is a Diagram of Forces.

First half of the studio, titled as ‘abstraction’, will involve developing abstract ideas from a ‘topic’ carefully selected by the student. The ‘topic’ could be an object, a process or an activity occurring in nature that has a fascinating play of forces. The ‘abstraction’ stage will come to conclusion with the introduction of site and program, wherein we had to suggest the architectural form for the program with the help of derived models from ‘abstraction’ stage.

The second half, titled as ‘tectonics’, will focus on developing structural system, construction materials, and technology appropriate for the architectural form derived at end of last stage.

18

MOVEMENT The butterfly is a swimming stroke that is performed on the chest with both arms moving symmetrically, accompanied by the butterfly kick (dolphin kick).

A synchronous arm movement is combined with a synchronous leg kick in the butterfly method with the dolphin kick.

The wave-like body movement is also very significant in creating propulsion, as this is the key to easy synchronous over-water recovery and breathing. Mainly there are four movements that are observed: 1. Body displacement 4. Turn and finish

2. Take-off movement

3. Hand movement

PROCESS

2D ABSTRACTION

3D ABSTRACTION

19

BASE SHOE CORNER JUNCTION RAILING 10MM THK.

EXPLOADED AXONOMETRIC

CENTRI GLASS RAILING 10MM THK.

Viewing deck which is a purely dynamic construction, and hydraulics is used to regulate and direct its movements. It requires three hydraulics to close entirely. The major components are I-beams and M.S. box sections. Here, Exploaded Axo demonstrates how different components are related to one another and how their joineries are worked out. Additionally, it displays every pin joint and material employed in the kinetic structure.

BASE SHOE CORNER FOR SINGULAR RAILING 10MM THK.

CENTRI GLASS 20MM THK.

JOINERIES: CONNECTOR SCREWS WITH PLATE 10MM THK. OUTER FRAME M.S FRAME 75*50MM

5 TAPERED PRIMARY BOX SECTION M.S FRAME 100*50MM

1

1

SECONDARY BOX SECTION M.S FRAME 75*50MM

2 CONNECTOR PLATE 10MM THK.

6

HYDRAULIC CYLINDER BOOM Ø100MM ROD Ø75MM

4

I-BEAM FLANGE 150MM*4MM THK.

2

HYDRAULIC CYLINDER BOOM Ø100MM ROD Ø75MM TAPERED BRACING M.S FRAME BRACING PIPE CONNECTING MEMBERS Ø100MM

3

I-BEAM WEB 300MM*4MM THK.

3

20

0

1

3

5M

SECTIONAL ELEVATION Mainly there are 3 viewing decks of different sizes (which is mirrored on the other side: refer roof plan and front elevation) as shown in sectional elevation. All of them are joined to the lakhpat fort wall. A kinetic ladder is also provided for one to reach the structure.

Some of the main joineries are shown below to understand how the mechanism of hydraulic and materials of deck are worked out.

5

4

4 6

5

6

21

ROOF PLAN

22

FRONT ELEVATION Here, the primary goal was to create a structure that was modelled after the butterfly stroke. This diagram depicts the pattern created by the water as a swimmer reaches the water’s surface and uses his hand to push his body back under. The ascending and descending pattern in the schematic, roof plan, and front elevation are comparable to each other.

23

LEARNING SPACES BEYOND SCHOOLING VOID TO NATURE: A WARM LEARNING SPACE Studio 1 | Monsoon 2021 De Pijp, Amsterdam Guided By: Mitesh Panchal, Anagha Joshi

The constantly evolving educational system, deals with views on a desirable society, on specific learning methods and training of future teachers. An overlooked important aspect is the need to reflect on the Learning Environment, the spatial context in which education takes place. Unbind the Learning spaces, It can become a place to meet, for discoveries and learning in the neighbourhood.

The Studio focuses on learning spaces that are beyond Learning needs “multifunctional”, that have the potential to become the centre in the neighbourhood. Learning spaces would be designed for 5 to 15 years age group. The sites would be located in urban areas, dense neighbourhoods of two different geographical contexts and climates to learn climate response, construction technology, and material order of that particular zone.

24

GROUND FLOOR PLAN Ground floor is accessible to all making it a public space where auditorium and exhibition hall is provided along with canteen and services for them to access. Open space outside is assigned to students where park and football pitch is provided. All the trees on the site are preserved and placement of the building is considered according to that too.

25

PLAN, SECTION AND WALL SECTION 26

EXPLOADED ISOMETRIC VIEW 27

ADAPTIVE RE-USE PARIS AND AHMEDABAD DATING FOR ALL: INTIMACY AND INCUBATION CENTRE On going semester | Monsoon 2023 Bagnolet, Paris Guided By: Manuel M De Las Heras, Sanskruti Panchal

Following sheet represents the work of mid sem jury wherein how the existing building is adopted by using strategies such as subtraction, addition etc to accommodate the functions according to the program and along with that diagramatic representation of techniques used to achieve desire result.

28

MISCELLANEOUS SKILLS AQUIRED

29

CASE STUDY PHYSICAL MODEL: BAMBOO SPORTS HALL, PANYADEN INTERNATIONAL SCHOOL- THAILAND

30

ILLUSTRATIONS OF HENRI LABROUSTE WORKS Following illustration shows the work of Henri Labrouste, a pioneering 19th-century French architect, crafted iconic works like the Bibliothèque Sainte-Geneviève and Bibliothèque Nationale in Paris.

His architectural style embraced the innovative application of iron and glass, introducing spacious, light-filled interiors that exuded transparency and modernity.

Labrouste emphasized functional designs and structural honesty, diverging from ornate conventions, leaving a lasting imprint on architectural evolution. His incorporation of iron allowed for vast interior spaces, showcasing the potential of industrial materials and influencing subsequent architects in their pursuit of innovative

31

DOCUMENTING THE PERCH The Perch at Aalloa Hills is a weekend residence by JMA Design Collaborative, built keeping in mind the context of the site, with the three building blocks placed in the periphery of the flat land, without disturbing the existing landscape.

3MM THK. CORRUGATED SHEET

CLERESTORY WINDOW

100MM THK. MUD ROLL

50MM THK POLISHED STONE COPING

B.B.CC WITH CHINA MOSAIC FINISH 25MM THK. STONE SLABS 350MM THK. RANDOM RUBBLE STONE MASONRY 62MM THK. STONE LINTEL 150*75MM MS PIPE FRAMING FOR MANDANA STONE SLAB 24MM POLISHED STONE SILL 12MM THK. KOTA STONE 40MM THK. MORTAR 15MM THK. FIBRE CEMENT BOARD 12MM THK. KOTA STONE 6 MM THK. T ANGLE

170*90 MM M S BOX SECTION 240 MM THK. M.S TRUSS HIGH DENSITY FOUNDATION PILE FOUNDATION

32

CONSTRUCTION SITE VISIT

PORTRAIT SKETCHES

I visited an on going construction site to understand concrete as a material and the casting process of columns, stiarcases and slabs.The shuttering is modular in nature therefore the element sizes should correspond to the size of ply shuttering being used.

Boilers, tie rods and ply are used for shuttering.

33

CONTACT:

+91 8238131102

EMAIL ID:

shahprachi08@yahoo.com prachi.uar20210@cept.ac.in