Hiral Satra

Page 1

ARCHITECTURE PORTFOLIO HIRAL SATRA


CURRICULUM VITAE

REPAIR (AD)

1ST YR

3. BASIC DESIGN i. GAME ii. FOOD DEVICE iii. SHADOW CITY

4.

1.

CONNECTING VERANDAH (AD) + RESOLUTION (CONST)

2.

1ST YR

1ST YR

5TH YR

WHAT CAN ARCHITECTURE DO FOR CELEBRATION ? (AD)

5.

CREVICE OF LIGHT 2ND YR (AD) + RESOLUTION 5TH YR (WD)

6.

2ND YR

REVEALING THE UNNOTICED REALMS (AD) + RESOLUTION (CONST)

7.

2ND YR

5TH YR


GMZ COMPETITION

5TH YR

12. CONNECTING WALL (AD)

3RD YR

8.

DILUTING THE DIVIDE (AD)

4TH YR

10.

THESIS RESEARCH

5TH YR

13. RESIDENTIAL BUILDING (WD)

CONCEALMENT/ DELAMINATION (AD)

9.

3RD YR

WALLED THRESHOLD (AD) + RESOLUTION (CONST)

11.

4TH YR

5TH YR

14.

5TH YR


1.

HIRAL SATRA

EDUCATION

04.12.1993

June 2011 - May 2016 (B.Arch) June 2009 - April 2011 (H.S.C) June 1999 - April 2009 (S.S.C)

303, Deep Vira CHS, Natwar Nagar, Road No.:-05, Jogeshwari (East), Mumbai - 400 060. PHONE :- +91 9987993985 EMAIL :- hiralvsatra@gmail.com LANGUAGES :- English, Hindi, Gujarati, Marathi

SKILL SET DIGITAL Autodesk - AutoCad 2D Drafting Adobe Photoshop Adobe Indesign Adobe Illustrator Google Sketchup 3D modelling Rhinosceros 3D modelling (Basic) Grasshopper (Basic) Plex Earth (Basic) Microsoft Office Suite HAND Sketching Hand Drafting Inking and Rendering Model Making Pottery EVENT MANAGING AND ORGANISING SKILL

INTERESTS Travelling Photography Writing Swimming

03

:- Kamla Raheja Vidyanidhi Institute for Architecture and Environment Studies, J.V.P.D, Mumbai. :- Sathaye College, (Science Stream) Vile Parle, Mumbai. :- Smt. Surajba Vidya Mandir, Jogeshwari, Mumbai.

WORKSHOPS AND ELECTIVES WORKSHOPS Aug 2011 :- Control - Introductory Workshop (Kaushik Mukhopadhaya and Sonal Sunderajan) Controlling human behaviour through the lens of power.

Dec 2011

:- Anamorphism Workshop (Kartik and Amol)

Dec 2012

:- Reading the City Spaces (Anagram Architects - Madhav Raman and Vaibhav Dimri)

Dec 2013

Dec 2014

Understanding and exploring various techniques of anamorphic art.

Exploring the nature of public space - elements in suburbs of Bandra with the idea of ‘theatre experiments’.

:- The Crescent (Fleur D’Souza)

Studying the built heritage of Thane and multi-purpose contemporary usage of these spaces through living memory of older residents to construct a contemporary history for understanding the urban space.

:- Space of Doubt (Suprio Bhattacharjee)

Constructing an experience of the city in our own perception and our relationship with the physicality of the space.

ELECTIVES June 2012 :- Art Theory and Critizism to Feb 2013 (Ar. Ruturaj Parikh) Based on visuals of different styles ‘eras’ of paintings through an architectural timeline; exploring various methods of abstract forms within a picturesque frame.

June 2014 :- Paracentric to Oct 2014 (Eshita Sutariya)

Exploring 3D forms through Rhinoceros - Grasshopper.

Nov 2014 :- Architecture Theory Elevtive to Feb 2015 (Ar. Manoj Parmar)

Exploring the agenda and framework for architectural criticism through the formal, technological, social, political and economic framework.


ORGANISATIONAL EXPERIENCE

PUBLISHED WORKS

Dec 2011

Dec 2014

:- Volunteered for Annual Exhibition, held at KRVIA. Dec 2012 :- Organised and participated in the Annual Exhibition work of ‘Object of ‘Architecture, Architecture of the Object’, held at KRVIA. Feb 2013 :- Co-headed and participated in the documentation and exhibition of ‘Bayul Demazong’, Sikkim (Second Year study trip). 2013-2014 :- Part of the organising team for the study trips for the Third Year Batch to Ahmedabad and an international trip to Bangkok. Dec 2013 :- Organised and participated in the Annual Exhibition work of ‘Architecture as Contemporary History’, held at KRVIA. Jan 2014 :- Part of the organising team of North East Documentation Exhibition, held at KRVIA. June 2014 :- Organised and participated in the Monsoon Workshop ‘Play Time’, held at KRVIA. July 2014 :- Part of the organising team for Thesis Gold Medal Jury - Design Dissertation, held at KRVIA, in coordination with Ar. Ainsley Lewis. Nov 2014 :- Organised and managed the Mid Term Library Internship programme. Dec 2014 :- Organised and participated in the Annual Exhibition work of ‘Simultaneous Modernities’, held at KRVIA. Dec 2014 :- Organised and participated in the exhibition work of PAAU (Platform for Asian Architecture and Urbanism), held at KRVIA along with Thunghai University from Taiwan and Silpakorn University from Bangkok participating in.

Dec 2014 Jan 2015 Feb 2015

:- Contributed inked and measure drawn drawings for the book ‘Bayul Demazong’ (compilation of second year study trip documentation). :- ‘House of Death’ an article published in KRVIA Reflections 2014 - Simultaneous Modernities. :- Contributed to book ‘Codes/Systems/ elements’ - Bhopal Institution Study as a part of Architecture Design studio. :- Part of Urban Design and Research team of a book ‘Tapovan - The Interim City’.

ACHIEVEMENTS Aug 2012 2014-2015 Dec 2015

:- Presented design work of preceding year at I.E.S College of Architecture, Bandra. :- Elected as the Archiving Secretary of the Student Council of KRVIA. :- Shortlisted in top 50 works for GMZ Competition.

WORKING EXPERIENCE March 2013 :- Volunteered at 361 Degree Conference held at Nehru Centre, Mumbai on ‘Architecture of Purpose’. May 2013 :- Worked as an intern with Ar. Shilpa Gore Shah and Ar. Pinkish Shah - S+PS Architects, Mumbai. Feb 2014 :- Volunteered at 361 Degree Conference held at Nehru Centre, Mumbai on ‘Architecture and Identity’. July 2015 :- Teaching Assistant for first year’s introductory workshop ‘Pets’ in KRVIA.

04


2. CONNECTING VERANDAHS SITE :- HARIHARESHWAR The project started with developing a site based narrative which led to the larger intent of the project that is extending the spatial qualities of a verandah space on the street and thus creating an informal streetscape which facilitates better community interaction and bonding. This is achieved by creating a playful arrangement of just the plinths and roof structures.

05

AXONOMETRIC HIGHLIGHTING PLINTHS AND ROOFS


TRANSVERSE SECTION

PLAN AT +1.5M SHOWING ROOF IN DOTTED

LONGITUDINAL SECTION

RESOLUTION - CONSTRUCTION - 5TH YR Change of material fom bamboo to tensile fabric.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PVC COATED POLYESTER FABRIC MEMBRANE 8MM DIA EDGE TENSILE CABLE OPEN SWAGE SOCKET AND TURN BUCKLE PIN AND ANCHOR PLATE WELDED INTO THE HOLLOW TUBULAR SECTION 150MM DIA HOLLOW TUBULAR SECTION THREE FISHER PLATES TO SUPPORT TUBE SECTION TO THE BASE PLATE 25MM THICK CIRCULAR BASE PLATE ANCHOR BOLTS CONCRETE PEDESTAL LONGITUDINAL SECTION OF THE MODULE SCALE 1:50

PVC COATED POLYESTER FABRIC MEMBRANE

TRANSVERSE SECTION OF THE MODULE SCALE 1:50 PVC COATED POLYESTER FABRIC MEMBRANE 8MM DIA EDGE TENSILE CABLE MS BOLTS FOR MEMBRANE PLATE MS MEMBRANE PLATE OPEN SWAGE SOCKET AND TURN

06


PRODUCED BY AN AUTODES

SECTION BB' SCALE 1:100

PVC COATED DETAIL AT D POLYESTER FABRIC SCALE 1:5 MEMBRANE 8MM DIA TIE BACK CABLE 150MM DIA HOLLOW TUBULAR SECTION CONCRETE PEDESTAL

THE TUB 150 TUB THR PLA TUB THE 25M CIR PLA ANC CON

LONGITUDINAL SECTION OF THE MODULE SCALE 1:50

SECTION AA'

SECTION BB' SCALE 1:100

3. REPAIR OBJECT :- PAIR OF SCISSORS According to the project brief, the term ‘repair’ was conceptualised as the user’s associations withPLAN the nature of the broken SCALE 1:200 object and the same was to be represented in the form of an installation. The final installation was an anamorphic artwork that displayed how the brokenness of the scissor was illusional over its functional SECTION AA' SCALE 1:100 values that the user associated with the broken pair of scissors.

07

PVC COATED POLYESTER FABRIC PVC COATED POLYESTER FABRIC MEMBRANE MEMBRANE 8MM DIA TIE BACK 8MM DIA EDGE TENSILE CABLECABLE MS BOLTS FOR MEMBRANE PLATE 150MM DIA HOLLOW MS MEMBRANE PLATE TUBULAR OPEN SWAGE SOCKET AND SECTION TURN CONCRETE BUCKLE PIN AND ANCHOR PEDESTAL PLATE WELDED INTO THE HOLLOW TUBULAR SECTION 150MM DIA HOLLOW TUBULAR SECTION THREE FISHER PLATES TO SUPPORT TUBE SECTION TO THE BASE PLATE 25MM THICK CIRCULAR BASE PLATE ANCHOR BOLTS PVC COATED DETAIL AT D CONCRETE PEDESTAL POLYESTER FABRIC SCALE 1:5 MEMBRANE 8MM DIA TIE BACK CABLE 150MM DIA HOLLOW TUBULAR SECTION DETAIL AT E CONCRETE SCALE 1:20 PEDESTAL

L PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SCALE 1:100

PVC COATED POLYESTER FABRIC MEMBRANE 8MM DIA EDGE TENSILE CABLE MS BOLTS FOR MEMBRANE PLATE MS MEMBRANE PLATE OPEN SWAGE SOCKET AND TURN BUCKLE PIN AND ANCHOR PLATE WELDED INTO THE HOLLOW TUBULAR SECTION 150MM DIA HOLLOW TUBULAR SECTION THREE FISHER PLATES TO SUPPORT TUBE SECTION TO THE BASE PLATE 25MM THICK CIRCULAR BASE PLATE ANCHOR BOLTS


BASIC DESIGN - STUDIO 1

GAME - SURFACE DEVELOPMENT OBJECT :- MIKE

4.

The intent of the project was to understand, modulate and redevelop the surface of an object such that the transformed surface acts as an interactive game that can be worn around or on our body.

BASIC DESIGN - STUDIO 2 FOOD DEVICE SANDWITCH CUTTER

This was a product design exercise wherein a food device had to be constructed for a paticular food item depending upon the way that food item is packaged and how easily and instantly can it be ingested by the user. Thus designing the method of consumption and the packaging of the same food item.

BASIC DESIGN - STUDIO 3

SHADOW CITY - CIRCUIT CITY FUTURISTIC CITY SITE :- LAMINGTON ROAD

Site based project wherein the essence and the very basic notion of the site had to be translated into a three - dimensional object or an installation.

08


5. WHAT CAN ARCHITECTURE

DO FOR ?

WORD :- CELEBRATION Translating the essence of a word or action or emotion or thing into a three - dimensional space. The idea was to create a form of space using modules that can be accoustomed to different scales depending upon the usage and requirement. For example, a single module could be used as a shading structure with seating for intimate spatial quality. On the other hand, a number of such modules come together to form larger gathering spaces. The same was explored vertically by stacking of modules.

6. CREVICE OF LIGHT ANNEXE TO A TRUST BUILDING SITE :- PARSI WIDOWS TRUST, CHARNI ROAD

09

The project emerges from the concern that the existing trust building is very dark, dingy and non - welcoming. Hence, bringing in light in the building becomes my project and this is achieved by opening up the unutilised and nonfunctional spaces in the existing trust building. This establishes a healthy inside outside relationship of the widows residing there with the trust and then with the neighbouring locality.


The gesture is of carving into the existing trust building. The nonfunctional spaces in the existing trust building becomes the functional and the most lively spaces of my annexe.

INTERIOR DESIGN STUDIO

Detailing certain parts of the annexe to Parsi Widows Trust in terms of its interiors. Designing details of wall, furniture and railing for library, gallery and exhibition spaces.

SECTIONAL PRESPECTIVE SHOWING INTERIORS OF LIBRARY AND GALLERY SPACE

10


RESOLUTION - WORKING DRAWING - 3RD YR

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

8

7 6715

5

6 150

10500

4

3635

3000 815

700

3

27675 27215

685

700

V1

775

V1

4000 10460 1710

700

2

1

3000 700

V1

775

V1

700

685

700

V1

6715 6725

815

V1

10500

1500

1:1

00

00

850

1845

1:1

1000 1000

1155

3460

00

2300

850

1500

1:1

1155

1500

1500

1500

00

850

850

w1 c1

6150

1:1

f1

00

W1

s1

6725 1500

2375

00

1:1

B

1615

2850

1:1

00

3460

3460

1:1

1615

B

1500

A 1845

A

2850

W1

C

31

21

33

+3.675 M

575

35

575

2425

D

36

UP

715

3425

460

34

19

W1

+3.675 M

460

32

460 615

30

22 20

460

29

4325

4330

4330

23

1500

28

26 24

460 615

3155

3155

+5.075 M

25

1500

2400

3615

3960

1500

1500

27

+3.675 M

D

4080

1040

1040

3325

1500

W1

3615

1500

1500

C 2400

UP

s1

2400

1500

W1

2400

F

3325

9425 9425

2850

1500 7175

2850

495

2850 11075

495

1500

1580

1580

2887,5 2850

1500

1500

2400 460

1500

3560

500 460 1040

+1.925 M

E

1500

460

460

575

3040

3040

4800

460

2425

3040

825

500 460 1500

+3.675 M

J 150

8

3635

3000

5

6

7

4000

27215 27675

3000

3

4

6715

2

1

FIRST FLOOR PLAN SCALE 1:50

D1

3325 * 2100

D2

1500 * 2100

D3

1500 * 2100

D4

1000 * 2100

D5

1000 * 2100

D6

850 * 2100

11

SPECIFICATION DOUBLE SHUTTERED FOLDING DOOR WITH TW FRAME AND BAMBOO LOUVERS SINGLE SHUTTERED FOLDING DOOR WITH TW FRAME AND BAMBOO LOUVERS FOR ONE PANEL AND TW FRAME WITH 10MM GLASS FOR OTHER PANEL SINGLE SHUTTERED FOLDING DOOR WITH TW FRAME AND BAMBOO LOUVERS SINGLE SHUTTERE TW FLUSHED DOOR SINGLE SHUTTER TW FLUSH DOOR WITH GRANITE FRAME SINGLE SHUTTER TW FLUSH DOOR WITH GRANITE FRAME

WINDOW SCHEDULE TYPE

SIZE (MM)

SILL HEIGHT(MM)

W1

1500 * 1200

W2

4175 * 1800

500

V1

700 * 850

1235

900

FINISHES SCHEDULE SPECIFICATION DOUBLE SHUTTER TW FRAMED WINDOW WITH GLASS PANEL FOUR SHUTTERED TW FRAMED WINDOW WITH GLASS PANEL ALUMINIUM FRAME WINDOW WITH GLASS LOUVERS

TYPE SURFACE w1

WALL

c1

CEILING

f1

FLOORING

f2

FLOORING

f3

FLOORING

SPECIFICATION BRICK WALLS WITH 12MM INTERNAL PLASTER IN CM 1:6 (NEERU FINISH WITH THREE COATS OF PLASTIC PAINTAND EXTERNAL WALL WITH 25MM EXTERNAL SAND PLASTER EXPOSED TIMBER (POLISHED WITH 1MM MELANINE VARNISH) FLOORING WITH BRIDGING JOISTS AND BINDER. 600*600*25 MM THICK WHITE MARBLE FLOORING ON 25 MM CEMENT SCREEDING OF 1:6 1000*1000*25 MM THICK KOTA STONE FLOORING ON 25 MM CEMENT SCREEDING IN 1:6 25 MM THICK EXPOSED TW BOARDINGS POLISHED WITH POLYURETHANE COATS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

DOOR SCHEDULE SIZE

H

J 6715

TYPE

G

1960

RAMP SLOPE 1:10

1960

H

f1 575

1040

W1

1500

3560

1500

2400

F

G

s1

460

f1

5075 11075 3440 18110 18455

+3.675 M

w1 c1

w1 c1

E

3040

+3.675 M

3040

ARCHIEVE 3040

3040

18455 18110 3440 11075 5075

LIBRARY

FINISHES SCHEDULE TYPE SURFACE f4

FLOORING

f5

FLOORING

s1

SKIRTING

SPECIFICATION 450*400 AND 300*300 MM ANTI SKID VITRIFIED TILES IN 15 MM THICKNESS LAID ON CEMENT SCREEDING IN CM 1:6 15 MM THICK CHINA MOSAIC TILES LAID ON 25 MM CEMENT SCREEDING IN CM 1:6 25MM THICK KOTA STONE SKIRTING

s2

SKIRTING

25 MM THICK POLISHED TIMBER SKIRTING

s3

SKIRTING

300*300*8 MM CERAMIC TILES LAIND ON 25 MM CEMENT SCREEDING IN CM 1:6 AS DADO


4.)THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND SHOULD NOT BE COPIED WITHOUT HIS PERMISSION. THIS DRAWING IS THE COPYRIGHT PROPERTY OF THE ARCHITECT.

8

7

5

4

3

2

5.) ALL STRUCTURAL DIMENSIONS ARE TO BE REFERRED FROM THE STRUCTURAL ENGINEER'S DRAWING. 6.) ALL SERVICES TO BE REFERRED FROM THE SERVICES CONSULTANT DRAWINGS. 7.) FOR ALL OTHER DETAILS REFER TO OTHER RELEVANT DRAWINGS 8.) ANY DESCRIPENCIES TO BE BROUGHT TO

1

THE NOTICE OF THE ARCHITECT BEFORE THE COMMENCEMENT OF THE WORK .

SPECIFIC NOTES : 1.) WALLS ARE BRICK MASONRY AND STONE MASONRY LOAD BEARING WALLS. 2.) INTERNAL PLASTER 12 MM THICK 3.) EXTERNAL PLASTER 25 MM THICK 4.) ALL OPEN TERRACES TO BE FINISHED WITH BRICK BAT COBA LAID TO SLOPE .

SKYLIGHT COPING STONE DRIP MOULD 1245

230 MM THICK BRICK WALL 25 MM THICK EXTERNAL SAND PLASTER BULL NOSE

1200 900 1050

3150

900

2100

1200

1725

1725

1725 2100

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

THE NOTICE OF THE ARCHITECT BEFORE THE COMMENCEMENT OF THE WORK .

2100

+9.975 M

5.) ALL STRUCTURAL DIMENSIONS ARE TO BE 18 MM BISON BOARD REFERRED FROM THE STRUCTURAL WALL PLATE ENGINEER'S DRAWING. 50 * 50 TW MEMBERS PROJECTING 6.) ALL SERVICES TO BE REFERRED FROM THE OUT FROM WALL SUPPORTED BY SERVICES CONSULTANT DRAWINGS. WALL PLATE 7.) FOR ALL OTHER DETAILS REFER TO OTHER RELEVANT DRAWINGS 50 8.) ANY DESCRIPENCIES TO BE BROUGHT TO * 50 TW BRACING MEMBER

345 MM THICK BRICK WALL

+6.825 M

3150

1800

2088 537

POLISHED TW FRAME FOR WINDOW STONE CILL

2088

1725

POLISHED TW FRAME FOR WINDOW

BRICK BAT COBA LAID TO SLOPE .

THIRD YEAR B.ARCH

850

1.) WALLS ARE BRICK MASONRY AND STONE MASONRY LOAD BEARING WALLS. 2.) INTERNAL PLASTER 12 MM THICK 3.) EXTERNAL PLASTER 25 MM THICK 10 MM THICK GLASS WINDOW 4.) ALL OPEN TERRACES TO BE FINISHED WITH

537

DATUM POINT 2

10 9

900 HIGH POLISHED TW RAILING

805

8

7

5900

3785

6

3000

27725 27215

5

4

DATUM POINT 1

3

57,5 3000

4000

2 1 5900

805

A 1845

A

25 MM TW FLOOR BOARDING 75 * 150 MM TW JOIST

500

SPECIFIC NOTES :

1725

900

2100

SEMICIRCULAR ARCHES 4.)THIS DRAWING IS THE PROPERTY OF THECOPING FOR PARAPET WALL ARCHITECT AND SHOULD NOT BE COPIEDPARAPET WALL WITHOUT HIS PERMISSION. 345 MM THICK BRICK WALL THIS DRAWING IS THE COPYRIGHT PROPERTY OF THE ARCHITECT. BULL NOSE

1725

1725

25 MM CHINA MOSAIC TILES 25 MM SCREEDING 150 MM BBC IN CM 1:6:12

1.) ALL DIMENSIONS ARE IN MILLIMETERS 2.)DO NOT SCALE THE DRAWINGS 3.)FOLLOW WRITTEN DIMENSIONS ONLY

3150

1050

+13.125 M

VATTA

NOTES:

B

B

C

C

D

D

+3.675 M

9 8 7 6 5 4 3 2 1

E 18110

UP

1750

850

250 * 500 MM TW BINDER

E UP

LIBRARY

EXHIBITION F

F

G

G

H

H

I

I

J

18600

J 1960

150 * 300 MM TW BINDER

10 11 12 13 14 15 16 17 18

RAMP SLOPE 1:10 K

3150

1800

150 MM PCC BED WITH A LAYER OF WATER PROOFING 230 MM THICK RUBBLE PACKING

500

K

460 MM THICK BRICK WALL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

10 9

8

7

6

5

4

3

2 1

ENTRANCE

TOWARDS CHARNI ROAD STATION

DR.BABASAHEB JAIKAR MARG +.525 M

525

300 MM THICK RAMMED EARTH

PARSI TRUST ANNEX - C WARD SOUTH MUMBAI

18110

UP

F G

I

I

1960

K

6

5

4

3

1065

7

2 1

SEMICIRCULAR ARCHES COPING FOR PARAPET WALL PARAPET WALL

1235 525

FIRST FLOOR PLAN NAME : HIRAL .V. SATRA

150 MM STONE LINTEL GRANITE FRAME FOR DOOR FLUSHED DOOR LOUVERED WINDOW 25 MM FINISHED MARBLE FLOORING 600 * 600 * 18 MM ANTISKID VITRIFIED FLOOR TILES 25 MM SCREEDING 150 MM BBC IN CM 1:6:12

300 MM THICK RAMMED EARTH

SEAT NO. : 3589 DATE : 07-04-14

04 G

4925

THIRD YEAR B.ARCH

+5.075 M

DATUM POINT 2

10 9 805

8

7

5900

3785

A

B

6

3000

27725 27215

5

4

DATUM POINT 1

3

57,5 3000

4000

2 1 5900

805

A

B

C

C

D

D 9 8 7 6 5 4 3 2 1

E

10 11 12 13 14 15 16 17 18

UP

A

B

STAIRCASE BLOCK MID LANDING

SEMICIRCULAR ARCHES COPING FOR PARAPET WALL +6.825 M

PARAPET WALL

ENTRANCE CANOPY

+3.675 M

E UP

LIBRARY

EXHIBITION F

F

G

G

+1.925 M

H I

H I

J

J RAMP SLOPE 1:10

K

K

10 9

8

7

6

5

4

3

2 1

ENTRANCE

TOWARDS CHARNI ROAD STATION

+.525 M

DR.BABASAHEB JAIKAR MARG

PARSI TRUST ANNEX - C WARD SOUTH MUMBAI

WORKING DRAWING F

E

D

C

B

A

C

D

SECTION

F

E

NAME : HIRAL .V. SATRA

SECTION C-C'

SECTION D-D'

THIRD YEAR B.ARCH SCALE 1:50

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

H

+8.225 M

KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE

DWG NO.

J

BULL NOSE 150 MM STONE LINTEL PROJECTING TO FORM CHAJJA

+9.975 M

150 MM PCC BED WITH A LAYER OF WATER PROOFING 230 MM THICK RUBBLE PACKING

THIRD YEAR B.ARCH SCALE :- 1:50

25 MM TW FLOOR BOARDING 75 * 150 MM TW JOIST 100 * 75 MM TW WALL PLATE

3150

850

2622 1400

WORKING DRAWING

12 MM THICK INTERNAL PLASTER

1065

525

KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE

25 MM THICK EXTERNAL SAND PLASTER 460 MM THICK BRICK WALL

1235

PARSI TRUST ANNEX - C WARD SOUTH MUMBAI

3150

2625

850

1065

900

DR.BABASAHEB JAIKAR MARG

1235

2622

850

ENTRANCE

TOWARDS CHARNI ROAD STATION

3150

8

25 MM THICK EXTERNAL SAND PLASTER

75 * 150 MM TW JOIST 100 * 75 MM TW WALL PLATE +11.375 M

RAMP SLOPE 1:10

10 9

230 MM THICK BRICK WALL +13.125 M

25 MM CHINA MOSAIC TILES 25 MM SCREEDING 150 MM BBC IN CM 1:6:12

J

J 18600

1045

H

H

K

SKYLIGHT COPING STONE

VATTA

EXHIBITION

G

25 MM THICK EXTERNAL SAND PLASTER BULL NOSE

E UP

B

3350

10 11 12 13 14 15 16 17 18

LIBRARY

F

A

3150

D 9 8 7 6 5 4 3 2 1

E

230 MM THICK BRICK WALL

12600

C

D

COPING STONE

3150

1845

B

B

C

J

3150

A

A

H

09

DRIP MOULD

3150

805

DWG G NO.

THE NOTICE OF THE ARCHITECT BEFORE THE COMMENCEMENT OF THE WORK .

3150

2 1 5900

F

DATE : 07-04-14

SPECIFIC NOTES :

3150

DATUM POINT 1

3

SCALE :- 1:50

1575

4 57,5 3000

E

1.) WALLS ARE BRICK MASONRY AND STONE MASONRY LOAD BEARING WALLS. 2.) INTERNAL PLASTER 12 MM THICK 3.) EXTERNAL PLASTER 25 MM THICK 4.) ALL OPEN TERRACES TO BE FINISHED WITH BRICK BAT COBA LAID TO SLOPE .

SKYLIGHT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

5 4000

A

1845

27725 27215

B

D

5.) ALL STRUCTURAL DIMENSIONS ARE TO BE REFERRED FROM THE STRUCTURAL ENGINEER'S DRAWING. 6.) ALL SERVICES TO BE REFERRED FROM THE SERVICES CONSULTANT DRAWINGS. 7.) FOR ALL OTHER DETAILS REFER TO OTHER RELEVANT DRAWINGS 8.) ANY DESCRIPENCIES TO BE BROUGHT TO

18110

6

3000

C

D

THIRD YEAR B.ARCH SEAT NO. : 3589

C

SCALE 1:50

NAME : HIRAL .V. SATRA

1

4.)THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND SHOULD NOT BE COPIED WITHOUT HIS PERMISSION. THIS DRAWING IS THE COPYRIGHT PROPERTY OF THE ARCHITECT.

1960

7 3785

E

1.) ALL DIMENSIONS ARE IN MILLIMETERS 2.)DO NOT SCALE THE DRAWINGS 3.)FOLLOW WRITTEN DIMENSIONS ONLY

18600

8 5900

2

1235

805

3 SECTION A-A'

1065

DATUM POINT 2

10 9

4

3375

THIRD YEAR B.ARCH

5

2622

F

7

850

G

SECTION

NOTES:

8

PRODUCED BY AN AUTODESK

WORKING DRAWING

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SEAT NO. : 3589

G

H

J

12

SCALE 1:50

SCALE : 1:50

DWG NO.

DATE : 07-04-14

11

K EDUCATIONAL PRODUCT

H

J

KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

D EARTH

1.) ALL DIMENSIONS ARE IN MILLIMETERS 2.)DO NOT SCALE THE DRAWINGS 3.)FOLLOW WRITTEN DIMENSIONS ONLY

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PACKING

NOTES:

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A LAYER OF

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT


7. REVEALING THE UNNOTICED REALMS SITE :- TASHIDING, BAYUL DEMAZONG, SIKKIM, INDIA The project intends at revealing the unrevealed, unnoticed, over looked realms/spaces in Tashiding which have their own deeper stories and experiences attached to them in the way of ruins, remains, rituals, process etc. The process involved intervening in and around these unnoticed spaces in Tashiding without disturbing the existing site conditions like the textural ruins of space, the experience of space etc.

PLAN AT +4.5M

PLAN AT +0.5M

Other small interventions related to other unrevealed realms in Tashiding which includes workshop exhibition space for the old monk carving the sacred chant on the rock since years.

SECTION AA’

SECTION CC’

13

SECTION BB’

The path to crematorium and the rituals associated to it along the path for which a consolation space with pavillion provides pause points along the path.


PLAN AT -1.4M

SITE PLAN AT +2.5M

SECTION CC’

SECTION BB’

Revealing and reviving the old existing kitchen by introducing a restaurant keeping intact the existing ruins and remains of old kitchen, cooking area, furnace etc which has stories and experiences associated to it.

SECTION AA’

14


Yuksom, Tashiding and Kaechopaldri are the three sites located in West Sikkim which were documented in detail as a part of Second Year Study Trip to Sikkim in October 2013. Documentation involved measure drawing of houses and monasteries, surveying and levelling, site mapping, interviews, inking and replicating and detailing the Tashiding monastery as a part of timber workshop for the building construction studio.

15


RESOLUTION - CONSTRUCTION - 5TH YR Space frame roof for consolation space and pavillion.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

5MM THICK MS FLASHING 10MM THICK ACRALYIC ROOF SHEET 100 X 50 ALUMINIUM CLIP SILICON GASKET FOR WATER PROOFING 150MM C CHANNEL USED AS PURLIN BOLTED TO HOLLOW NODE TUBE SECTION MS BOLTS 40MM DIA TUBULAR NODE

MS GUTTER 10MM THICK MS GUTTER STRAP 150MM C CHANNEL USED TO SUPPORT MS GUTTER WHICH IS THEN BOLTED TO NODE ALUMINIUM KALZIP CLIP

SECTION AA' SCALE 1:100

ROCK WOOL INSULATION

DETAIL AT B SCALE 1:10

DETAIL AT C SCALE 1:5

TOP HAT SUB-PURLIN VAPOR BARRIER ROLLER DECK 150MM C CHANNEL USED AS PURLIN BOLTED TO HOLLOW NODE TUBE SECTION

DETAIL AT A

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SCALE 1:10

1MM GAUGE KALZIP ROOFING SHEET ALUMINIUM KALZIP CLIP ROCK WOOL INSULATION TOP HAT SUB-PURLIN VAPOR BARRIER ROLLER DECK 150MM C CHANNEL USED AS PURLIN BOLTED TO HOLLOW NODE TUBE SECTION

SECTION BB' SCALE 1:100

20MM THICK MS FLASHING TO COVER THE GABLE END

10MM THICK ACRALYIC ROOF SHEET 100 X 50 ALUMINIUM CLIP

10MM THICK ACRALYIC ROOF SHEET

SILICON GASKET FOR WATER PROOFING

DETAIL AT D SCALE 1:10

100 X 50 ALUMINIUM CLIP

150MM C CHANNEL USED AS PURLIN BOLTED TO HOLLOW NODE TUBE SECTION

SILICON GASKET FOR WATER PROOFING 150MM C CHANNEL USED AS PURLIN BOLTED TO HOLLOW NODE TUBE SECTION

MS BOLTS 60MM DIA TUBULAR TOP BOOM MEMBER

MS BOLTS

45MM DIA TUBULAR WEB MEMBER

40MM DIA TUBULAR NODE

60MM DIA TUBULAR BOTTOM BOOM MEMBER

20MM THICK BASE PLATE

40MM DIA TUBULAR NODE

MS ANCHOR BOLTS

DETAIL AT E SCALE 1:10

20MM THICK BASE PLATE GUTTER

10MM THICK ACRALYIC ROOF SHEET

15MM THICK MS GRATING

100 X 50 ALUMINIUM CLIP

150MM THICK PCC BED

SILICON GASKET FOR WATER PROOFING

CONCRETE PEDESTAL

150MM C CHANNEL USED AS PURLIN BOLTED TO HOLLOW NODE TUBE SECTION

SECTION CC' SCALE 1:100

MS BOLTS 40MM DIA TUBULAR NODE 20MM THICK BASE PLATE MS ANCHOR BOLTS GUTTER 15MM THICK MS GRATING 150MM THICK PCC BED CONCRETE PEDESTAL

DETAIL AT F SCALE 1:10

SCALE 1:200

SECTION DD' SCALE 1:100

DETAILED SECTION OF THE ENTRANCE SCALE 1:20

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PLAN

16


8. CONNECTING WALL ALTERNATE HEALING AND RESEARCH CENTRE SITE :- AKLOLI POND, VAJRESHWARI SYNTAX AND SEMANTICS STUDIO

Responding to water without turning a back to the community and hence the building rather than acting as a wall separating the two, allows to connect. The strategy of forming alternate solid and void functionally as well as architecturally creates courts each with different quality of space induced due to water and spatial usage. PLAN AT +4.0M

PLAN AT +1.75M

17

PLAN AT -0.2M


SECTION AA’

SECTION BB’

REAR ELEVATION

18


SECTION CC’

SECTION DD’

WALL SECTION

19

SECTION EE’


20


9. CONCEALMENT / DELAMINATION INDIAN DIASPORA COMMUNITY CENTRE SITE :- CANAL SITE, PHAHURAT, BANGKOK, THAILAND LANGUAGE AND IDENTITY STUDIO

The on site OBSERVED CONCEALMENT is OPERATED by DELAMINATING the varied layers of activities and public life vertically by adopting half split levels which are connected throughout by a network of ramps allowing a meandering movement throughout the building and thus leaving the ground as an open public hub.

INSTALLATIONS DEPICTING OBSERVED AND OPERATIONAL IDEAS

SECTION AA’

21

FRONT ELEVATION


C O NC E A L-

SECTION BB’

E N T

REAR ELEVATION

WALL SECTION

22

TO K FRO SEEN SERV DISC

THE CON THE EXIS OF SOM BY OBS ING VIEW


10. DILUTING THE DIVIDE TEMPORARY HOUSING FOR SADHU GRAM DURING KUMBH MELA SITE :- SINHASTHA KUMBH MELA AT TAPOVAN, PANCHAVATI, NASHIK Nashik is one of the four holy and blessed lands where the most auspicious and the biggest Indian festival takes place - The Kumbh Mela which has woven around many other set of beliefs, on account of which people from all over India flock to Nashik to seek the Holy dip and hence cleanse all their sins. From this twelve yearly system of faith and belief arises a unique, dense, complex but organised system of - ‘The Pop - up City’.

Processional roads become the divide between sectors and hence the akhadas. But treating this divide as a braid to connect and link the two will help to bring together the akhadas and celebrate the festival. Thus, using the canal which acts as a natural divide on the site to establish the braid in the form of programmes and spaces alloted for communal 23 gatherings and processions.

MASTER PLAN


STRATEGY 1 Utilising the existing divide on site and that is the canal.

STRATEGY 2 STRATEGY 3 STRATEGY 4 Incorporation and involvement of Braiding the two divided plots along Further dilusion of divide by existing institute structures (public the canal by introduction of the prointroduction of strands in nature) on site and those are trust cession path strands connecting the neighbouring sectors. and temple buildings.

PROMENADE EDGE AND NODAL BRIDGE

STRATEGY 5 STRATEGY 6 Formation of public natured spaces Further diluting the procession strand along the divide, thus diluting the by introducing nodes along it to make divide by the interlocks of the it celebratory and hence diluting it. various strands.

STRATEGY 7 Further introducing strands of secondary road networks connecting the public spaces to each other and the procession strand and hence sectorising the land.

MULTIPURPOSE HALL

FLAGPOST CENTRE AND LEELA AMPHITHEATRE SPACE

MASTER PLAN DIAGRAM 1

MASTER PLAN DIAGRAM 2

FINAL MASTER PLAN DIAGRAM

24


Unit building block.

Two unit blocks forming open semi-private court.

Multiple such unit organisation forming multiple open courts.

Three such unit organisations form a semi-public open space.

CLUSTER UNIT FORMATION AND OPEN PUBLIC SPACES.

Common public spaces shared amongst clusters of units.

Semi-public open space shared amongst two individual cluster of units.

Open semi-private courts shared amongst two building units.

Ground built up cover.

DIAGRAMS SHOWING THE HEIRARCHY OF OPEN PUBLIC SPACES

SECTIONAL ELEVATION CUTTING THROUGH PAVILLION SEATING

SECTION CUTTING THROUGH HAWAN AREA

SECTION CUTTING THROUGH LANGAR HALL

25

CROSS SECTION THROUGH SADHU HOUSING TENTS


SECTION BB’

SECTION BB’

SECTIONAL ELEVATION

LONGER ELEVATION

SECTION AA’

SECTION AA’

SECTION AA’

MAHANT’S HOUSING TENT CLUSTER PLAN

FIRST FLOOR PLAN

GROUND FLOOR PLAN DORMITORY UNIT CLUSTER PLAN FOR NORMAL SADHUS

HIGHER RANKED SADHU’S HOUSING TENT CLUSTER PLAN

DORMITORY HOUSING UNIT FOR PILGRIMS

26


11. WALLED THRESHOLD AQUA MARINE RESEARCH AND LEARNING INSTITUTE SITE :- MAULANA AZAD CENTRAL LIBRARY, INNER CITY, BHOPAL, MADHYA PRADESH

On site study of the preceint of Maulana Azad Central Library led to some unique observations of site conditions and how they reflect in everyday activities. Imagining the institution building to be this threshold that allows On site dirt rails being used to establish a Main axis pathways in between the built the free transition of public across and making this transition more diagram of routes and pathways. blocks. experiential for the public.

Mass lifting thus forming the holding and Connector pathways cutting across the the held or the built and unbuilt. built blocks establishing connections.

Lifting, splicing and drifting of mass to form public spaces of gathering.

27

Series of sectional analysis of built form

Diversions of the connector axis opening up to open public spaces.


A system of routes and pathways is used as seen and observed on site and the use of wall as an architectural element to achieve the idea of a building as a transitional threshold.

28


LONGITUDINAL SECTION THROUGH THE LEARNING BLOCK

SECTIONAL ELEVATION OF THE LEARNING BLOCK THROUGH THE CONNECTOR

LONGITUDINAL SECTION THROUGH THE LIBRARY BLOCK

29

SECTIONAL ELEVATION OF THE OFFICE BLOCK THROUGH THE CONNECTOR


PLAN AT +3.2M

TRANSVERSE SECTION THROUGH THE THREE BLOCKS

30


RESOLUTION - CONSTRUCTION - 5TH YR

GAUSSIAN VAULT STRUCTURE FOR THE LIBRARY BLOCK.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

RCC GAUSSIAN VAULT 600MM DEEP RCC VALLEY BEAM SKYLIGHT RCC SHELL 600 X 300 MM RCC END BEAM 600 X 450 MM RCC COLUMN AT 5M CENTRE TO CENTRE 475MM DEEP RCC WAFFLE SLAB

SECTION AA'

100MM RCC GAUSSIAN VAULT 12MM DIA STIFFENER REINFORCEMENTS 8MM DIA REINFORCEMENTS 12MM DIA MAIN REINFORCEMENTS MS WIRE MESH 100 X 75 X10 MS ANGLE BOLTED TO RCC BEAM SUPPORTING THE FIXED SKYLIGHT FRAME FIXED SKYLIGHT GLAZING 100 X 50 ALUMINIUM BOX SECTION SILICON GASKET

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SCALE 1:100

RCC SHELL RCC GAUSSIAN VAULT 600MM DEEP RCC VALLEY BEAM SKYLIGHT 600 X 300 MM RCC END BEAM 75MM THICK BRICK BAT COBA LAYER 600 X 450 MM RCC COLUMN AT 5M CENTRE TO CENTRE 475MM DEEP RCC WAFFLE SLAB

SECTION BB'

100 X 75 X10 MS ANGLE BOLTED TO RCC BEAM SUPPORTING THE FIXED SKYLIGHT FRAME FIXED SKYLIGHT GLAZING 100 X 50 ALUMINIUM BOX SECTION SILICON GASKET 10MM THICK ACRALIC SKYLIGHT 600 X 300 MM RCC END BEAM 16MM DIA MAIN REINFORCEMENTS OF VALLEY BEAM 12MM DIA STIRRUPS OF RCC VALLEY BEAM 100MM RCC GAUSSIAN VAULT 12MM DIA STIFFENER REINFORCEMENTS 8MM DIA REINFORCEMENTS 12MM DIA MAIN REINFORCEMENTS MS WIRE MESH

1OMM THICK TOUGHENED GLASS 75MM THICK BRICK BAT COBA LAYER 600 X 300 MM RCC VALLEY BEAM 16MM DIA MAIN REINFORCEMENTS OF VALLEY BEAM 12MM DIA STIRRUPS OF RCC VALLEY BEAM

DETAIL AT B

SCALE 1:100

SCALE 1:20

100MM RCC GAUSSIAN VAULT 12MM DIA STIFFENER REINFORCEMENTS 8MM DIA REINFORCEMENTS 12MM DIA MAIN REINFORCEMENTS MS WIRE MESH 100 X 75 X10 MS ANGLE BOLTED TO RCC BEAM SUPPORTING THE FIXED SKYLIGHT FRAME FIXED SKYLIGHT GLAZING 100 X 50 ALUMINIUM BOX SECTION SILICON GASKET 1OMM THICK TOUGHENED GLASS 75MM THICK BRICK BAT COBA LAYER 600 X 300 MM RCC VALLEY BEAM 16MM DIA MAIN REINFORCEMENTS OF VALLEY BEAM 12MM DIA STIRRUPS OF RCC VALLEY BEAM

ROOF PLAN SCALE 1:250

DETAIL AT C SCALE 1:20

100MM RCC GAUSSIAN VAULT 100MM RCC SHELL FIXED SKYLIGHT

RAIN GUTTER 25 MM THICK SCREED LAYER LAID IN SLOPE 75MM THICK BRICK BAT COBA LAYER LAID IN SLOPE 25MM THICK EXTERNAL PLASTER DRIP MOULD RCC GAUSSIAN VAULT 12MM DIA STIFFENER REINFORCEMENTS 8MM DIA REINFORCEMENTS 12MM DIA MAIN REINFORCEMENTS MS WIRE MESH 75MM THICK BRICK BAT COBA LAYER 600 X 300 MM RCC VALLEY BEAM 16MM DIA MAIN REINFORCEMENTS OF VALLEY BEAM 12MM DIA STIRRUPS OF RCC VALLEY BEAM

DETAIL AT A SCALE 1:20

PLAN CUT AT 5.0M SHOWING LIBRARY AND READING AREA SCALE 1:250

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

31


RESOLUTION - CONSTRUCTION - 5TH YR

BUILT UP STEEL PORTAL FRAME STRUCTURE FOR THE LIBRARY BLOCK.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT 1MM GAUGE KALZIP ROOFING SHEET

1MM GAUGE KALZIP ROOFING SHEET

ALUMINIUM KALZIP CLIP

TOP HAT SUB-PURLIN

ROCK WOOL INSULATION

ROCK WOOL INSULATION

VAPOR BARRIER

TOP HAT SUB-PURLIN

TOP HAT SUB-PURLIN

ROLLER DECK

VAPOR BARRIER

VAPOR BARRIER

5MM THICK MS FLASHING

ROLLER DECK

ROLLER DECK

250 X 250 X 20 MM ANGLE USED AS PURLIN AT 1000MM CENTRE TO CENTRE

GUTTER 10MM THICK MS GUTTER STRAP 250 X 250 X 20 MM ANGLE USED AS PURLIN AT 1000MM CENTRE TO CENTRE 150 X 150 X 10 MM ANGLE USED AS ANGLE CLEAT TO ATTACH PURLIN TO PORTAL 650MM DEEP PORTAL 2 (CASTELATED GIRDER)

GUTTER 10MM THICK MS GUTTER STRAP 250 X 250 X 20 MM ANGLE USED AS PURLIN AT 1000MM CENTRE TO CENTRE

150 X 150 X 10 MM ANGLE USED AS ANGLE CLEAT TO ATTACH PURLIN TO PORTAL

150 X 150 X 10 MM ANGLE USED AS ANGLE CLEAT TO ATTACH PURLIN TO PORTAL

1300MM DEEP BUILT UP PORTAL 45MM THICK BASE PLATE 50MM THICK BASE PLATE

1300MM DEEP BUILT UP PORTAL

5MM THICK GUSSET PLATES

BRICK WALL CORBELLING 75MM

100 X 75 X 10 MM ANGLES USED AS STRUT MEMBERS

45MM THICK BASE PLATE 50MM THICK BASE PLATE 5MM THICK GUSSET PLATES

GLAZING

100 X 75 X 10 MM ANGLES USED AS STRUT MEMBERS

100 X 50 ALUMINIUM BOX SECTION

DETAIL AT A SCALE 1:20

SILICON GASKET

SECTION AA' SHOWING BUILT UP PORTAL 1 PROFILE

1OMM THICK TOUGHENED GLASS

SCALE 1:100

1MM GAUGE KALZIP ROOFING SHEET

5MM THICK FLASHING

ALUMINIUM KALZIP CLIP ROCK WOOL INSULATION

ISMB 300 WELDED AT AN ANGLE

10MM THICK MS GUTTER STRAP

VAPOR BARRIER

1O MM THICK PLATE USED AS BRACING FOR BUILT UP STANTION

NOTCH IN THE PURLIN TO ACCOMODATE GUTTER

ROLLER DECK

250 X 250 X 20 MM ANGLE USED AS PURLIN AT 1000MM CENTRE TO CENTRE 150 X 150 X 10 MM ANGLE USED AS ANGLE CLEAT TO ATTACH PURLIN TO PORTAL 650MM DEEP PORTAL 2 (CASTELATED GIRDER)

BUILT UP BRACED STANTION

GUTTER

TOP HAT SUB-PURLIN

DETAIL AT C

GLAZING

SCALE 1:10

1MM GAUGE KALZIP ROOFING SHEET ALUMINIUM KALZIP CLIP ROCK WOOL INSULATION TOP HAT SUB-PURLIN

ISMB 300 WELDED AT AN ANGLE

VAPOR BARRIER ROLLER DECK

DETAIL AT B

150MM C CHANNEL WELDED TO THE WEB OF ISMB 300 OF BUILT UP STANTION 150MM C CHANNEL WELDED AT AN ANGLE TO THE WEB OF ISMB 300 OF BUILT UP STANTION ALUMINIUM MULLION 10MM THICK TOUGHENED GLASS

GUTTER

SCALE 1:20

10MM THICK MS GUTTER STRAP 250 X 250 X 20 MM ANGLE USED AS PURLIN AT 1000MM CENTRE TO CENTRE 150 X 150 X 10 MM ANGLE USED AS ANGLE CLEAT TO ATTACH PURLIN TO PORTAL

SECTION BB' SHOWING BUILT UP PORTAL 2 PROFILE SCALE 1:100

25MM THICK MARBLE FLOORING 25MM THICK SCREED LAYER 75MM THICK CONCRETE INFILL 75MM THICK ROLLER DECK 500MM DEEP CASTELATED GIRDER 75 X 50 X 10 ANGLE CLEAT WELDED AND BOLTED SLANT TO WEB OF ISMB 300 OF BUILT UP STANTION

1300MM DEEP BUILT UP PORTAL BUILT UP BRACED STANTION ISMB 300 WELDED AT AN ANGLE GLAZING 150MM C CHANNEL WELDED AT AN ANGLE TO THE WEB OF ISMB 300 OF BUILT UP STANTION ALUMINIUM MULLION

SECTION CC'

SILICON GASKET 10MM THICK TOUGHENED GLASS

SCALE 1:100

DETAIL AT D

BUILT UP BRACED STANTION

SCALE 1:10

BUILT UP BRACED STANTION ISMB 300 WELDED AT AN ANGLE 1O MM THICK PLATE USED AS BRACING FOR BUILT UP STANTION

500 X 500 X 50 MM BASE PLATE 25 MM DIA MS BOLTS BOLTINGS THE MS PLATE TO THE PEDESTAL 500 X 500 MM CONCRETE PEDESTAL

500 X 500 X 50 MM BASE PLATE

DETAIL AT D SCALE 1:20

25 MM DIA MS BOLTS BOLTINGS THE MS PLATE TO THE PEDESTAL

DETAIL AT E

PLAN CUT AT 5.0M SHOWING LIBRARY AND READING AREA

SCALE 1:20

SCALE 1:200

ISMB 300 WELDED AT AN ANGLE 50MM THICK BASE PLATE FOR THE STANCHION 50MM THICK BASE PLATE FOR THE HINGE ASSEMBLY HINGE BOLT

ISMB 300 WELDED AT AN ANGLE 1O MM THICK PLATE USED AS BRACING FOR BUILT UP STANTION 50MM THICK BASE PLATE FOR THE STANCHION 50MM THICK BASE PLATE FOR THE HINGE ASSEMBLY HINGE MS BOLTS 500 X 500 MM CONCRETE PEDESTAL 25MM THICK GRANITE FASCIA

WALL SECTION SHOWING CURTAIN WALL DETAIL

SCALE 1:20

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1MM GAUGE KALZIP ROOFING SHEET

ALUMINIUM KALZIP CLIP ROCK WOOL INSULATION

ALUMINIUM KALZIP CLIP

32


RESOLUTION - CONSTRUCTION - 5TH YR

FOLDED PLATE ROOF STRUCTURE FOR THE LIBRARY BLOCK

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

500MM DEEP RCC RIDGE BEAM RCC VALLEY BEAM 100MM THICK RCC FOLDED PLATE ROOF 750 X 500 MM RCC COLUMNS AT 5M CENTRE TO CENTRE 475MM DEEP RCC WAFFLE SLAB

SECTION AA'

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SCALE 1:100

SECTION BB' SCALE 1:100

SECTION CC' SCALE 1:100

500MM DEEP RCC RIDGE BEAM 150MM RCC VALLEY BEAM 100MM THICK RCC FOLDED PLATE ROOF 750 X 500 MM RCC COLUMNS AT 5M CENTRE TO CENTRE 16MM DIA MAIN REINFORCEMENTS OF RIDGE BEAM 12MM DIA STIRRUPS OF RIDGE BEAM 16MM DIA MAIN REINFORCEMENTS OF VALLEY BEAM 12MM DIA STIRRUPS OF VALLEY BEAM 16MM DIA FOLDED PLATE REINFORCEMENTS AT 150MM CENTRE TO CENTRE 75MM THICK BRICK BAT COBA LAYER RCC FOLDED PLATE ROOF 750 X 500 MM RCC COLUMNS AT 5M CENTRE TO CENTRE 25MM THICK SCREED LAYER 8MM IPS FINISH LAYER 115MM THICK BRICK WALL 75MM THICK BRICK BAT COBA LAYER 150MM THICK PCC BED GUTTER 15MM THICK MS GRATING

DETAIL SHOWING THE GUTTER SCALE 1:10

DETAIL AT A SCALE 1:20

LONGITUDINAL ELEVATION OF THE BUILDING SHOWING THE FOLDED PLATE SCALE 1:200

500MM DEEP RCC RIDGE BEAM 150MM RCC VALLEY BEAM 100MM THICK RCC FOLDED PLATE ROOF 750 X 500 MM RCC COLUMNS AT 5M CENTRE TO CENTRE 16MM DIA MAIN REINFORCEMENTS OF RIDGE BEAM 12MM DIA STIRRUPS OF RIDGE BEAM 16MM DIA MAIN REINFORCEMENTS OF VALLEY BEAM 12MM DIA STIRRUPS OF VALLEY BEAM 16MM DIA FOLDED PLATE REINFORCEMENTS AT 150MM CENTRE TO CENTRE GLAZING 100 X 50 ALUMINIUM BOX SECTION SILICON GASKET 1OMM THICK TOUGHENED GLASS 75MM THICK BRICK BAT COBA LAYER

DETAIL AT A

PLAN CUT AT 5.0M SHOWING LIBRARY AND READING AREA SCALE 1:200

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

33

5MM THICK FLASHING

SCALE 1:25


GMZ COMPETITION NANNING, GUANGXI, CHINA GUMMING RAMMED EARTH VILLAGE

SHORTLISTED TOP 50 PROJECTS, 2015 TEAM COLLABORATORS :- ARUNIMA DUBEY, PAYAL JAIN, NIKITA MAHAJAN

12.

The project has been designed in a way to maintain and sustain the existing heritage and culture on site. The main aspect of the design is the creation of three distinct paths, them being the heritage path, nature path and the vehicular path.

34


13. THESIS RESEARCH JAISALMER

NODE (CHOWK) ITS NATURE

IMAGE SHOWING SPACE AND ACTIVITY

Thesis research aims at determining and understanding various different, complex and inter-related factors that are responsible in forming the architecture, construct and fabric of the city of Jaisalmer. These factors help to formalise disciplines and planning principles that are indigenous to the city. The newer building constructed and newer developments do not incorporate these principles, but blindly use the architectural features which have evolved indigenously; in order to maintain the imagery of Jaisalmeric architecture for the city. The newer buildings are constructed with traditional facade, where the internal layout has no relation with the facade And in the process of this shift, the role of the traditional craftsmen has been reduced to just the execution and decoration of the building. The traditional skills and craftsmanship of the building construction tradition in Jaisalmer is not completely lost but has been reduced down to just the facade treatments. Thesis intends at reviving, refining and re-interpretting the forgotten principles and features of the traditional architecture of Jaisalmer such that it does not lose its true essence of regional value and traditional value and hence forming an identity to the old, original, regional and traditional (indigeneousness) of the city with the acceptance of new means.

SURROUNDING BUILT TYPOLOGY IN PLAN

ROUTE OF MOVEMENT

ACTIVITY MAPPING

ARCHITECTONICS

PLINTH TYPOLOGY PLAN SIZE AND PROPORTION

PLAN SIZE AND PR

TEXTURE / MORPHOLOGY

STREET AND BUILDING LAYOUT AND ORIENTATION

UNEVEN SMALLER FACADES

TEXTURE / MORPHOLOGY UNEVEN BUILDING HEIGHTS

STREET PATTERN

i. STREET PATTERN AND BUILDING TYPOLOGY - Diagonal grid to east-west axis with closely placed courdyard buildings.

BUILDING TYPOLOGY

PLAN SHOWING THE CONTEXT OF THE BUILT

SECTION SHOWING THE CONTEXT OF THE BUILT

PLAN SIZE AND PROPORTION

The concept of extended facade is getting lost. Streets facade is becoming flat with smalle overhangs above the openings. Flat facade may work in case if the opposite buidings is high enough to cast a shadow over the building with flat facade such that it is shaded all the time.

- Building typology has changed from closely placed courtyard buildings to closely placed plots with the building mass compacted in the centre without wind ducts that is courtyards.

SECTION SIZE AND PROPORTION

- Diagonal grid to east-west axis(Existing) - Narrow zigzag alleys. - Blocked streets and alleys.

SECTION WIND MOVEMENTS, SPACE TYPE

SHADINGS AND PROJECTIONS

AEDICULAR TY

SIZE AND PROPORT

CULTURE / BEHAVIOUR

PLINTH TYPOLOGY PLAN SIZE AND PROPORTION

PLAN SIZE AND PROPORTION

PLAN SIZE AND PROPORTION

IMAGES SHOWING THE RELATIONSHIP OF PEOPLE WITH THE PLINTH

COURTYARD TYPOLOGY PLAN SIZE AND PROPORTION

35

PLAN BUILT AND UNBUILT

BUILDING CON

CONST TEC

1.

FOUNDATION

2.

KHAMBHA / COLU


COURTYARD TYPOLOGY PLAN SIZE AND PROPORTION

ROPORTION

UNDING BUILT OGY IN PLAN

T

N

ROUTE OF MOVEMENT

IMAGES SHOWING THE RELATIONSHIP OF PEOPLE WITH THE PLINTH

ACTIVITY MAPPING

PLAN SIZE AND PROPORTION

PLAN BUILT AND UNBUILT

SECTION SIZE AND PROPORTION

SECTION WIND MOVEMENTS, SPACE TYPE

SHADINGS AND PROJECTIONS

ARCHITECTONICS

BUILDING CONSTRUCTION TECHNIQUES AND MATERIALS CONSTRUCTION TECHNIQUE

1.

FOUNDATION

2.

KHAMBHA / COLUMN A. Plain Khambha - Rectangular profile. - 3 components *Base (Paggi) Plain, slightly wider than the sakh. *Body (Sakh) Thin grooved along length of sakh along the edges. *Head (Sira) It comprises the galat moulding. - Usually used on ground floor. B. Surangdar Khambha - Circular in cross - section. - 3 components *Base (Paggi) Comprises a bulging pot like element, with a constricted top and bottom. *Body (Sakh) It is fluted, generally with 8 segments. The shaft is spindle shaped with a bulging base and a narrow top. *Head (Sira) Its carved with petal forms upturned at their tip. - It can be single or in pairs. - It might be load bearing or just decorative (Used as pilasters in jharokhas).

MATERIALITY

SIZE AND PROPORTION

SECTION SIZE AND PROPORTION

PLAN SIZE AND PROPORTION

SECTION WIND MOVEMENTS, SPACE TYPE

Surangdar Khambha is carved out of blocks of stone 12” X 12”.

Composite Khambha is carved out of blocks of stone 15” X 15”.

3. At Ground floor level/ Load bearing walls. Square and/or rectangular stone cut to equal heights and laid.

Blocks of Yellow Jaisalmer Massive load bearing walls of stones. Powdered gypsum is about 450mm to 600mm thickmixed with water and used as a ness. binding agent. Wall thickness depends on MortarSHADING is made of lime AND and - Height of the building. PROJECTIONS ON THE sand. - Size of the room. Finer varieties used as distem- Roof system adopted. per. Red ochre from Pokhran - Binding material used for and Ramdevra is used as dye. construction.

At Upper floor level Where the building facade projects out to form extended surfaces.

Panels of Yellow Limestone and/ or Sandstone.

WALLS

INTERNAL FACES

Panels for the extended surfaces are 50mm thick.

FLOOR

4.

Mainly stone slabs are used with all the other layers of jute matting, compacted soil and mud plaster respectively. Comcrete slabs are also casted maily for larger spanning.

Because of the difficulty of finding timber in the desert, in the later houses timber beams are replaced by stone slabs.

5.

ROOF

150mm to 250mm thick walls made of concrete blocks and then cladded with 50mm thick yellow Jaisalmer sandstone or yellow limestone onPROJECTIONS external SHADING AND faces and painted on internal faces. The concrete blocks of the required sizes are made by casting concrete with coarse aggregates of locally available yellow Jaisalmer sandstone or limestone. The proportion of aggragate is more as compared to concrete. Bands of sandstone like plinth band and lintel band runs throughout the length of the wall to give the required strength.

5.

ON THE EXTERNAL FACES

FLOOR

The traditional method is to lay closely spaced timber beams (traditionally called as chinar) and cover them with a layer of jute matting above it is a layer of san grass or reed. A thick layer of about 450mm thickness of compacted soil is layed over this. The topmost finished layer is called lipai, it is a mud plaster. Lipai is made of two layers, the lowest layer (2-3mm thick) is a mixture of mud and gobar in the ratio 4:1 and the upper layer is a yellow sand (pillimitti) layer.

IMAGES SHOWING THE RELATIONSHIP OF PEOPLE WITH THE PLINTH

PROPORTIONS AND SIZES

Concrete Composite Columns. Concrete columns with locally available yellow sandstone or limestone chips used as aggregates in the concrete mixture. Sometimes, cladded with 50mm thick slabs of yellow sandstone or limestone or painted with red ochre or yellow sand paste.

SHADINGS AND PROJECTIONS 4.

MATERIALITY

KHAMBHA / COLUMN

Plain Khambha is carved out of blocks of stone 12” X 12”.

WALLS

AEDICULAR TYPOLOGY

CONSTRUCTION TECHNIQUE 2.

Blocks of Yellow Jaisalmer stones

C. Composite Khambha - Combination of Plain Khambha and Surangdar Khambha. - Mostly rectangular profile. - 3 components *Base (Paggi) Common base, with the Plain Khambha at centre and pair of Surangdar Khambhas at the sides. *Body (Sakh) The back side, facing interiors is plain. *Head (Sira) It supports margol and has a diyaslai. - Usually used on ground floor, on the outer extremity.

3.

PROPORTIONS AND SIZES

ROOF

36

4.

F

5.

R

6.

D


14. RESIDENTIAL BUILDING SITE :- DAMTAN, PUNE, MAHARASHTRA WORKING DRAWING STUDIO

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

NOTES:

1. ALL DIMENSIONS ARE IN MILLIME 2. DO NOT SCALE THE DRAWINGS. 3. FOLLOW WRITTEN DIMENSIONS O 4. THIS DRAWING IS THE PROPERTY ARCHITECT AND SHOULD NOT BE WITHOUT HIS PERMISSION. THIS DRAWING IS THE COPYRIGH THE ARCHITECT. 5. ALL STRUCTURAL DIMENSIONS A REFERRED FROM THE STRUCTU DRAWING. 6. ALL SERVICES TO BE REFERRED SERVICES CONSULTANT DRAWIN 7. FOR ALL OTHER DETAILS REFER RELEVANT DRAWINGS. 8. ANY DISCREPANCIES TO BE BRO NOTICE OF THE ARCHITECT BEFO COMMENCEMENT OF THE WORK

SPECIFIC NOTES :

1. WALLS ARE 115 THICK BRICK MAS 2. INTERNAL PLASTER 15MM THICK 1:6 (NEERU FINISH). 3. EXTERNAL PLASTER 25MM THICK 1:4 (SAND FACE FINISH). 4. ALL OPEN TERRACESHAVE TO HA COBA LAID TO SLOPE.

REVISION TAB REVISION NO.

DATE

KEY PLAN

LEGEND : RCC COLUMNS

115 THICK BRICK

GRASS FINISH FO

WATER OF LAKE

PAVER BLOCKS 1 LEAN CONCRETE

PAVER TILES 150 MM THICK PCC B

12MM THICK 600X WITH 20MM CEM 150MM THICK RC

KEY :

37

SITE DEVELOPMENT PLAN

PROJECT NAME :- RESIDE DAMTAN, PUNE, MAHARA WORKING DRAWING SITE DEVELOPMENT

KAMLA RAHEJA VIDYANID INSTITUTE FOR ARCHITE


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TYPICAL FLOOR PLAN

TYPICAL FLOOR PLAN OF WING A SCALE :- 1:50

38


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODES

39 PODIUM LE


SK EDUCATIONAL PRODUCT

SPECIFIC NOTES :

1. WALLS ARE 115 THICK BRICK MASONRY WALLS. 2. INTERNAL PLASTER 15MM THICK IN ONE COAT IN CM 1:6 (NEERU FINISH). 3. EXTERNAL PLASTER 25MM THICK IN ONE COAT IN CM 1:4 (SAND FACE FINISH). 4. ALL OPEN TERRACESHAVE TO HAVE BRICK BAT COBA LAID TO SLOPE.

REVISION TABLE REVISION NO.

DATE

DESCRIPTION

KEY PLAN

LEGEND : RCC COLUMNS 115 THICK BRICK WORK WALL GRASS FINISH FOR GARDENS WATER OF LAKE PAVER BLOCKS 150MM THICK OVER LEAN CONCRETE BASE PAVER TILES 150MM THICK OVER 150 MM THICK PCC BED 12MM THICK 600X600 VITRIFIED TILES WITH 20MM CEMENT SCREED ON 150MM THICK RCC SLAB

KEY :

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

EVEL PLAN

NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETERS. 2. DO NOT SCALE THE DRAWINGS. 3. FOLLOW WRITTEN DIMENSIONS ONLY. 4. THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND SHOULD NOT BE COPIED WITHOUT HIS PERMISSION. THIS DRAWING IS THE COPYRIGHT PROPERTY OF THE ARCHITECT. 5. ALL STRUCTURAL DIMENSIONS ARE TO BE REFERRED FROM THE STRUCTURAL ENGINEER'S DRAWING. 6. ALL SERVICES TO BE REFERRED FROM THE SERVICES CONSULTANT DRAWINGS. 7. FOR ALL OTHER DETAILS REFER TO OTHER RELEVANT DRAWINGS. 8. ANY DISCREPANCIES TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE THE COMMENCEMENT OF THE WORK.

PROJECT NAME :- RESIDENTIAL, DAMTAN, PUNE, MAHARASHTRA WORKING DRAWING SITE DEVELOPMENT KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE NAME :- HIRAL .V. SATRA FIFTH YEAR B.ARCH SEAT NO :-

40


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