Architecture Portfolio_Nitika Agarwal

Nitika A g a rw a l architect u re p o rt f o l i o | 201 9 A documentation of design projects, publications and academic experience

I am an architect with a master’s degree in ‘Integrated Sustainable Design’ from NUS, Singapore & a master’s degree in ‘Theory & Design’ from CEPT University in Ahmedabad, India. In the past few years I have gained the experience in leading projects of different nature including residential, hospitality and commercial. I also regularly write for architecture journals of India and overseas on subjects related to architecture & heritage. I am driven towards working on a progressive tomorrow through my work.

SOFTWARE SKILLS

REFERENCES

AutoCAD advance Revit Architecture

basic

SketchUp advance Photoshop

advance

InDesign advance Microsoft Office

advance

Dr Nirmal Kishnani Associate professor, NUS Editor in Chief, FuturArc magazine +65 91472866 akintk@nus.edu.sg Esha Chaudhary Design Director Studio HBA New Delhi, India 011-40191919 eshac@studiohba.com Rajeev Agarwal Director Rajeev Agarwal Architects New Delhi, India 011-26274271, 26274272 rajeev@rajeevagarwal.com

CONTACT INFORMATION Name: Nitika Agarwal Address: Singapore E: nitika625@gmail.com T: +65-84911762

RESUME EDUCATION 2018-19: Masters of Science (Integrated Sustainable Design) National University of Singapore (NUS), Singapore 2012-13: Short term course in creative writing Sri Aurobindo Centre for Arts and Communication, New Delhi, India 2008-10: M.Arch (Theory and Design) Centre for environmental planning and technology (CEPT) University, Ahmedabad, India 2003-08: B.Arch Aayojan School of Art and Architecture, Jaipur, India PROFESSIONAL EXPERIENCE 2010-present: Freelance Writer Have written for architecture journals in India and overseas including INTACH(non-profit NGO), A+D, IA&B, Design Today and currently regularly write for FuturArc(bimonthly Asian journal) and India Art n Design(online design platform).

2017-18: Studio HBA, New Delhi, India Worked as a designer with the Interior Design team that specializes in hotels all over the world, with focus on the Indian sector. My responsibility included discussions on brief, presentations, design development & coordination of working drawings.

2013-2017: Rajeev Agarwal Architects, New Delhi, India Worked as a senior architect on residential, commercial & hospitality projects through all stages of design. Scope of work included formation of brief, area analysis, concept and design development, working drawings, coordination with team, consultants and client.

Aside from architecture & interior services, developed company’s website, stationary and media coverage.

2011-2013: INTACH Delhi Chapter, New Delhi, India Worked as a project coordinator & writer with a heritage conservation non-profit NGO. As the project lead, generated content and coordinated a publication ‘Delhi: 20 Heritage Walks’ that attempts to link the city’s monuments along a specific heritage route.

2010-11: DRONAH (Development & Research Organization in Nature, Arts & Heritage), New Delhi, India (2 months) Research on nomination dossier submitted as ‘Hill Forts of Rajasthan’. The region was inscribed on world heritage list in June 2013.

2009: Gautam Bhatia Navin Gupta Architects, New Delhi, India (3 months) summer intern - design development & working drawings 2007: RTKL Associates, Baltimore, USA (5 months) summer intern - working drawings & presentation for residences and urban development projects

main feature

futurarc interview

futurarc showcase

PROJECTS

people

commentary

happenings

books

product advertorials

INDIA

IMAGINE STUDIO AT THE TREES

by Nitika Agarwal

I magine Studio is a marketing experience centre for a 30-acre mixed-use

township called The Trees in Vikhroli. It is a flagship development for Godrej Properties Ltd., part of Godrej Industries, which was founded in the 19 th century over a large piece of land in a suburb of Mumbai, Vikhroli. The company has maintained and preserved one of the largest belts of mangroves in the city, based on their principles of preservation and continuance.

The studio was built over a large erstwhile industrial campus fronting the eastern highway, a major node connecting the north and south of Mumbai. The project’s brief was driven by a sense of reminiscence and continuity. The intention was to bring together the past and the forthcoming vision of the company, evoking a sense of legacy and creating a space that would anchor the future of the property. A cluster of buildings was earmarked in the master plan for reuse based on their condition and proximity. The central spine in the master plan was allocated as the cultural hub that would build a gateway to the heart of the locality. The designers designed the 1,000-square-metre marketing office by refurbishing the site, which includes power plants, boilers, silos and chimneys.

1 View of Imagine Studio complex at dusk 2 The site in the initial phase of construction

1

58 FUTURARC

FREELANCE WORK

Photo by Edmund Sumner

2

Photo courtesy of Studio Lotus; GPL Design Studio

FUTURARC 59

PUBLISHED ARTICLES 1. FuturArc - voice of green architecture in asia-pacific; bi-monthly print magazine 1.1 The FuturArc Interview with Sanjay Puri; Mar-Apr 2019 1.2 Reservoir by Sanjay Puri; Mar-Apr 2018 1.3 Akshaya 36 by Sanjay Puri; Mar-Apr 2018 1.4 In Conversation with Yatin Pandya, Jan-Feb 2018 1.5 living & learning design centre; nov-dec 2017 1.6 imagine studio at the trees; may-jun 2017 1.7 pixelet; mar-apr 2017 2. India Art n Design - online journal on art, design and architecture; published weekly 2.1 living & learning design centre by matrika design collaborative; jun 2016 2.2 conversation with pushkar thakur; sept 2016 2.3 crown office by bureau de change; mar 2016 2.4 retirement housing by spark architects; dec 2015 2.5 stop motion cinema hall by one plus partnership; oct 2015 2.6 indian heritage centre, singapore by greg shand architects; jun 2015 2.7 conversation with studio wood collective; mar 2015 2.8 the blue waters by sm studio; july 2014 2.9 apollo architects; sept 2013 2.10 72 screens by sanjay puri; july 2013 2.11 atali resort by rlda studio; may 2013 2.12 conversation with sudarshan khanna; jan 2013 2.13 india interiors summit 2012, awards ceremony 3. Architecture+Design - one of the first few indian architecture magazine published monthly 3.1 absorbing the vernacular at AKGEC by siddhartha mitra; jun 2015 3.2 iit jodhpur by creative group; mar 2013 3.3 coversation with pradeep & renu uberoi; july 2012 3.4 conversation with fariborz sahba; feb 2012 3.5 conversation with raj rewal; may 2011 3.6 conversation with john mcaslan; jan 2011 4. Indian Architect & Builder - monthly published indian print magazine 4.1 vedic village at neemrana by rajeev agarwal architects; may 2011 4.2 centre of faith at AKGEC by siddhartha mitra; may 2011 5. INTACH Delhi Chapter - non-profit NGO for heritage conservation 5.1 delhi: a living heritage: the book is a compilation of 13 essays by specialists on delhi’s historic & cultural heritage. contributed an essay on ‘crafts in delhi’; dec 2010

TABLE OF CONTENTS

PROFESSIONAL WORK STUDIO HBA, DELHI, INDIA (2017-2018) 11 1

BPTP INTERNAIONAL TRADE CENTRE, NOIDA, INDIA

12

2

HOLIDAY INN, KATHMANDU, NEPAL

18

RAJEEV AGARWAL ARCHITECTS, DELHI, INDIA (2013-2017) 27 3

CORPORATE OFFICE, NEW DELHI

28

4

THE GATEWAY RESORT, GURGAON

40

5

ANANTAM SENIOR LIVING, KOLKATA

50

6

RESORT AT CHANDIKHOL, ODISHA

58

7

JEWELLERY GALLERY, NEW DELHI

66

8

PRATAP PALACE, AJMER 72

INTACH DELHI CHAPTER , DELHI, INDIA (2011-2013) 77 9.1 DELHI: 20 HERITAGE WALKS

78

9.2 WALK FOLDOUTS 78 9.3 DELHI: A HERITAGE CITY

79

9.4 NOMINATION DOSSIER 79

ACADEMIC WORK NATIONAL UNIVERSITY OF SINGAPORE (NUS), SINGAPORE MSc Integrated sustainable design 2018-2019 81 10

FORM FOLLOWS SYSTEM: sustainable thinking through a systems based appoach

82

11

A SYSTEMS-BASED APPROACH TO SUSTAINABLE BUILDINGS: airports as an example

86

12

A SYSTEMS APPROACH TO RESILIENCE: water as a resource

91

13

TYPOLOGY STUDIES: ADAPTIVE REUSE

96

CEPT UNIVERISTY, AHMEDABAD, INDIA M. Arch Theory & Design 2008-2010 107 14

AN INQUIRY INTO THE DESIGN PROCESS: kahn’s architecture as a case study

108

10

PROFESSIONAL WORK STUDIO HBA. DELHI, INDIA 2017-2018

Studio HBA is a young, growing, dynamic brand within the HBA group. Beyond the 50 years experience and knowledge that epitomizes the global HBA Brand, it is the extensive and diverse team of talented designers that contribute with passion to Studio HBA. I worked at Studio HBA, Delhi as a designer with the Interior Design team that specializes in hotels all over the world, with focus on the Indian sector. My responsibility included discussions on brief, presentations to clients, design development, conceptualization, coordination of working drawings & site coordination.

11

01

BPTP INTERNATIONAL TRADE CENTRE LTD. location: Noida, India | type: commercial (office space) | built up area: 53,200 sqm | status: ongoing Resposibility:

Worked as a designer with a team of 4 people. Was involved from stage-I to understand the client’s vision for a high-end commercial building in Noida, India with offices, recreational areas & pubic spaces. Resposibilities included reflecting client’s brief and intent in design, developing a zoning layout from architectural drawings, concept design, presentations, 3-d modelling, working drawings & coordination with consultants.

12

1

2

material palette

elevation 1

elevation 2

entrance lobby at ground floor left: perspective of the entrance lobby top: ground floor plan with entrance lobby, lift lobbies, central bar & multi-purpose hall bottom: floor plan & elevations of the entrance lobby on ground floor 13

sub-lobby II

key plan

floor layout

reflected ceiling plan

material palette for sub lobby-II

ff & e selections

elevation facing the lift lobby

sub lobby-II area on ground floor left: perspective of the lobby area with interior layout-wall features, flooring & furniture selection right: floor plans & elevations 14

sub-lobby I

sub lobby-I on ground floor top: perspective of the sub lobby leading to the lift-lobby bottom: sub lobby-I elevation 15

public restroom left: perspective of the restroom right: floor plan, material palette & elevations 16

style sheets

17

02

A. reception lobby 1

BOUNDARY 3.0m

2

3

4

5

6

7

8

9

10

11

12

LINE BASEMENT

SETBACK

LINE

LOADING DECK LEVEL BELOW

11.1m

BUILDING

SETBACK

LINE

A HOTEL BOH LIFT LOBBY

M

HOTEL FOH

F

LUGGAGE

LIFT LOBBY

B

ELECTRICAL DB PANEL

RECEPTION

BRIDAL ROOM

HOTEL LOBBY

B1 WAY TO BANQUET HALLS

LIFT LOBBY

SECURITY CHECK

DELI BAR

ENTRY BOH

B2 C

D

BANQUET HALLS PREFUNCTION AREA

E

GUARD HOUSE

FHC

OUT

IN F

B. ballrooms IN / OUT

to Way

pa

sane

HOLIDAY INN HOTEL, KATHMANDU, NEPAL location: Kathmandu, Nepal | type: hospitality (interior) | status: ongoing Resposibility:

Worked as the project lead with 2 architects. Was involved from stage-I to understand the client’s vision for a high-end business hotel in Kathmandu. Resposibilities included reflecting client’s brief and intent in design, study and incorporate the room layouts according to brand standards, designing layouts for public areas on 3 floors and presentations.

18

HOTEL FOH

F

LUGGAGE

LIFT LOBBY ELECTRICAL DB PANEL

RECEPTION

HOTEL LOBBY WAY TO BANQUET HALLS

SECURITY CHECK ENTRY DELI BAR

BOH

BOH

BANQUET HALLS PREFUNCTION AREA

FHC

public areas on ground floor left: ground floor layout top: reception lobby layout & mood images bottom: prefunction, ballrooms & mood images

pa

sane o t y a

IN / OUT

W

19

CHANGE ROOM (M)

SPA

CHANGE ROOM (F) SHAFT 1 PLUMBING ELV CABLES SHAFT

SHAFT 2 ELV CABLES

FHC

MEP SHAFT

RECEPTION

PASSAGE

FHC

SHAFT HVAC

ELECTRICAL DB PANEL

CHANGE ROOM (M)

GYM

SPA

CHANGE ROOM (F) SHAFT 1 PLUMBING ELV CABLES SHAFT

SHAFT 2 ELV CABLES

2M WIDE PASSAGE

public areas on first floor top: spa & change rooms with mood images on right bottom: gym with mood images on right 20

FHC

RECEPTION

MEP SHAFT

FHC

C. gym 1

BOUNDARY 3.0m

2

3

4

5

6

7

D. spa & change rooms

8

9

10

11

12

LINE BASEMENT

SETBACK

11.1m

LINE

BUILDING

SETBACK

LINE

A

BEVERAGE & SET UP AREA

COLD FOOD SERVICE

BOH

CHANGE ROOM (M)

SHAFT BOH KITCHEN

MEETING ROOMS

SHAFT BOH KITCHEN

SUNKEN 450MM

MEETING ROOMS

STAIRCASE PRESSURIZATION SHAFT

LIFT LOBBY PRESSURIZATION SHAFT

STP AIR EXHAUST 1300 X 900

B

SOILED DISH HOLDING AREA

SHAFT DG & BOILER EXHAUST PIPE

GYM

SPA

SHAFT LINEN CHUTE

ELECTRICAL ROOM

SHAFT EXECUTIVE OFFICE

CHILLED WATER

SHAFT PLUMBING & DG COOLING TOWER PIPE

CHANGE ROOM (F)

PANTRY SHAFT 1 PLUMBING ELV CABLES SHAFT

FHC

SHAFT 2 ELV CABLES

FHC

MEP SHAFT

FHC

SHAFT HVAC

ELECTRICAL DB PANEL

BREAKOUT AREA MULTI-FUNCTION ROOM

B1

MULTI-FUNCTION ROOM

MULTI-FUNCTION ROOM DOUBLE HEIGHT BELOW

DOUBLE HEIGHT BELOW

C

DOUBLE HEIGHT BELOW

LIFT LOBBY PRESSURIZATION SHAFT

B2 PREP. MEAT SHAFTVEG PERP.

&

Fritted glass BING

PLUM ROOM SHAFT PLANT

DOUBLE HEIGHT BELOW

R1 STAI sqm 14.80

D

ASE STAIRCTION SHAFT URIZA PRESS

FHC

EXECUTIVE OFFICE

AHU ROOM

E M&E BALANCING TANK

TEMPLE

F

first floor layout top: plan showing entrance lobby, ballrooms & FOH

21

E. all day dining 1

5

6

7

8

9

12

LINE

SHAFT LINEN CHUTE

SHAFT EXECUTIVE OFFICE

FHC

SERVICE BAR

PICK UP

ELECTRICAL ROOM

CHILLED WATER

DISH WASH

HOT FOOD COOKING

STP AIR EXHAUST 1300 X 900

DISH DROP OFF

LIFT LOBBY PRESSURIZATION SHAFT

BOH SUPPORT KITCHEN

19.28 sqm

DISH & POT WASH AREA

ROOM SERVICE

(F)

DAY STORE

(M) LIFT LOBBY (HT)

DISH DROP OFF

WORKING TABLE

WORKING TABLE

HOT FOOD COOKING

HOT FOOD COOKING

KITCHEN CORRIDOR

B1

DISPLAY KITCHEN & BUFFER AREA

ALL DAY DINING

COLD KITCHEN

ALL DAY DINING

(F)

CEILING CUTOUT

CHILDREN'S POOL

OUTDOOR TERRACE

D

SWIMMING POOL

POOL DECK GARDEN

E

POOL BAR

F

F. poolside

second floor layout top: plan showing all day dining & poolside on the second floor

FHC

FHC

SHAFT HVAC

417.43 sqm

ALL DAY DINING

LIFT LOBBY PRESSURIZATION SHAFT

BREAKOUT AREA

(M)

SHAFT 2 ELV CABLES

SERVICE BAR

SPECIALITY RESTAURANT

B2

SHAFT 1 PLUMBING ELV CABLES SHAFT

MEP SHAFT

FREEZER

SHAFT SPA AREA

STAIR 3

16.06sqm

SUNKEN 450MM

FOOD PICK UP

Fritted glass

SUNKEN 450MM

SHAFT RECEPTION HOTEL LOBBY

MALE

BOH

SHAFT DG & BOILER EXHAUST PIPE

BEVERAGES/ICE & WATER

COLD FOOD SUPPORT

FOUR DOOR REFER

278.06 sqm SHAFT PLUMBING & DG COOLING TOWER PIPE

SHAFT GYM AREA

BEVERAGES/ICE & WATER

STAIRCASE PRESSURIZATION SHAFT

ELECTRICAL DB/ PANEL

SETBACK

CEILING CUTOUT

CEILING CUTOUT

BUILDING

B

22

11

LINE

SHOW KITCHEN

C

10

STAIRCASE NEEDS TO BE PRESSURISED

SETBACK

11.1m

A

4

LINE BASEMENT

SHAFT BOH KITCHEN

3.0m

3

SHAFT BOH KITCHEN

BOUNDARY

2

ALFRESCO DINING

DISH & POT WASH AREA

LIFT LOBBY

DISH DROP OFF

SHAFT 2 ELV CABLES

FHC

MEP SHAFT

FREEZER

COLD KITCHEN

SHAFT SPA AREA

SHAFT 1 PLUMBING ELV CABLES SHAFT

SERVICE BAR

FHC

SHAFT HVAC

417.43 sqm ELECTRICAL DB/ PANEL

ALL DAY DINING

LIFT LOBBY PRESSURIZATION SHAFT

WORKING TABLE

WORKING TABLE

HOT FOOD COOKING

HOT FOOD COOKING

KITCHEN

ALL DAY DINING

STAIR 3

16.06sqm

SUNKEN 450MM

FOOD PICK UP

ALL DAY DINING LOBBY AREA

DISPLAY KITCHEN & BUFFER AREA

SHAFT GYM AREA

(M)

CEILING CUTOUT

DAY STORE

SHAFT RECEPTION HOTEL LOBBY

ROOM SERVICE

Fritted glass

BEVERAGES/ICE & WATER

ALFRESCO DINING

CEILING CUTOUT

CHILDREN'S POOL

OUTDOOR TERRACE

SWIMMING POOL

POOL DECK GARDEN

POOL BAR

public areas on second floor top: all day dining & mood images bottom: poolside & mood images 23

room matrix

S.NO.

typical floor plans (5 floors)

1 2

8

NO. OF FLOORS STANDARD KING STANDARD TWIN

Level 3 Level 4 Level 5 Level 6 Level 7 Level 8 Level 9 Level 10

TOTAL COUNT NOTES *1 *2 *3

HOLIDAY INN HOTEL, KATHMANDU, NEPAL ROOM MATRIX, 29.01.2018

22 15 16 16 16 16 16 13 130 (70% of 186)

7 7 7 7 7 7 7 7 56 (30% of 186)

STANDARD KING + STANDARD TWIN

29 22 23 23 23 23 23 20

186

DIFFERENTLY ABLED

1 1 0 0 0 0 0 0 2 (1 in every 100 rooms)

JUNIOR SUITE

2 1 1 1 1 1 1 1 9

PRESIDENTIAL TOTAL NO. SUITE INTERCONNECTED OF ROOMS

0 0 0 0 0 0 0 1 1 (5% of 200)

ALL SUITES & DIFFERENTLY ABLED ROOMS ARE INTERCONNECTED WITH STANDARD TWIN IN ADDITION TO 30 INTERCONNECTED ROOMS ROOM NO. 29 & 31 ON LEVEL-3 TO BE INTERCONNECTED & COORDINATED WITH ARCHITECTURAL ROOM LAYOUT ROOM NO. 02 AT ALL LEVELS IS AN ODD-SHAPED ROOM

room layout: level 3

room layout: level 4

room layout: level 5 - level 9

room layout: level 10

room matrix top: excel sheet with calculation of room matrix according to holiday inn’s standard specs below: floor layouts with distribution of rooms 24

3 3 4 4 4 4 4 4 30 (15% of 200)

32 24 24 24 24 24 24 24

200

NE SUNKEN 450MM

guestrooms top: junior suite layout (60.2 sqm) bottom: standard twin (32.96 sqm) & king room layout (32.96 sqm) 25

26

PROFESSIONAL WORK RAJEEV AGARWAL ARCHITECTS, DELHI, INDIA 2013-2017

Soon after graduating, the principal Rajeev Agarwal founded the design studio ‘Rajeev Agarwal Architects’ in New Delhi in the year 1998. The practice has since evolved to a great extent in terms of both approach to design and scale. The studio aims to create site responsive architecture and bring in a sense of timelessness to the space by evoking the spirit of contemporary culture, art, innovation in local materials and technology.

Worked as a senior architect on residential, commercial & hospitality projects through all stages of design. Scope of work included formation of brief, area analysis, concept and design development, working drawings, coordination with team, consultants and client. Aside from architecture & interior services, single-handedly developed company’s website, stationary and media coverage.

27

03

Block-2

Block-1

CORPORATE OFFICE location: gurgaon, haryana | type: commercial | built up area: 12,435 sft | status: ongoing | cost: 6 cr.

Responsibility: Worked as the lead architect and we were a team of 2 architects on this project. Was involved in all stages from client’s brief to completion of drawing set. Resposibilities included leading the team with production of working drawings, design changes, coordination with MEP, structural, saint gobain for glazing, roof structure & water body consultant. Weekly progress on site was documented and queries addressed by our team. Floor plan was revised after column marking to preserve maximum trees possible.

28

left: sketch of the rear side with main office on the left and client’s personal office on the right bottom: rendering of the entrance with two offices on left and right

Project brief: As a response to client’s initial brief, two single storey office buildings of similar scale & proportion were proposed amidst 80 odd existing trees with an intention to preserve maximum trees possible. The architecture reflects the essence of its surroundings in the undulated roof profile imitating the hills around & transparent facade in clear laminated glass that responds to the lush landscape on site. The design suggests clear distinction of ‘served’ & ‘servant’ spaces with cylindrical structures serving as ‘service cores’.

29

existing plantation

service core

Block-2: corporate office

Block-1: client’s personal office

top: aerial view of the site with block-1 and block-2 amidst existing trees 30

site entrance

service core

E.S.L +205

15

16

17

18 19

A 1.3

20 21

E 1.3

P.S.L. +200 22 23E.S.L24-500

2.2 A-1.05 F 1.3

25 26 27

28 29

R O A D

2 3950X4900

D 1.3

W I D E

MATERIAL STORE 85 sft

15800X7800

2.1 A-1.05

4 4800X3800

DECK

DECK P.P.L +575

G 1.3

A1

LUNCH ROOM (250sft)

P.S.L. +100

J'

20 A' 1.3

I

I' J

17 C1

up R=155mm T=450mm

C3 I

P.S.L. +275 E.S.L -960

I 15

MEETING RM I

MEETING RM II

MW

H

PLINTH BOUNDARY ROOF BOUNDARY

MAIN ENTRANCE P.P.L +565

18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

G' 1.3

C4 PANTRY 95 sft

B' 1.3

P.P.L +575 riser: 211.44mm no. of steps: 18 height: 3806mm UP

C5

P.P.L +565

TOI

E' 1.3

23

25 26

P.P.L +555

F' 1.3

28

31

33

34

C' 1.3

K

2.4 A-1.05 1.3 A-1.05 DECK space for marine aquarium

P.P.L +565

RESTING ROOM 7800X5800

K'

top of water lvl +405mm Invert Lvl (architecture) -345

P.P.L +565

A.C. DINING/CONFERENCE

SECRETARY ROOM 7800X5800

NARESH'S CABIN 7800X5800

7800X5800 DECK

1.2 A-1.05

DRIVEWAY IN GRAVEL

fireplace pit

50" TV

50" TV

B1'

1.4 A-1.05

B1

P.S.L. +275 E.S.L -480

EXISTING SITE DEPRESSION

2.3 A-1.05

5 M

F

LOBBY

G

A

P.P.L +565

HOD seating

A.C.

BLOCK-1 NARESH'S BUILDING

U/G DIESEL TANK

D' 1.3

BATTERY / UPS

1300x1300 SCULPTURE

non structural metal section

R=157.5mm T=450mm up

P.S.L. +150 E.S.L -360

D

5 3980X5850

H 1.3

B 1.3

34

F J.C.

C6

1 3950X4900

WORKSTATIONS (32+4 HOD) 18800X7750

3 4800X3800

33

SH-4

SH-3 M

F

up

30 31 32

PLINTH BOUNDARY

BLOCK-2 NAKUL'S BUILDING

R=145mm T=450mm

C 1.3

ROOF BOUNDARY

non structural metal section

D E

P.S.L. +250 E.S.L -490

E.S.L +440

OTHER'S PLOT

E.S.L -140

P.P.L +575

B

C1

D1

PANTRY

F.R. 78sft

TOI

1.1 A-1.05

C

MW

C2

ROOF BOUNDARY

TOI

PLINTH BOUNDARY

SH-1 SH-2

R=130mm T=450mm

up

P.S.L. +175

C1'

electrical panel 2000x600

A1'

1

2 3

4

5 6

7

8 9

10

11 12

13

14

RETAIN EXISTING TREES

RELOCATE EXISTING TREES

top: ground floor plan with all existing trees spread around two offices: block-1 & block-2 bottom right: key plan shows the site highlighted in red within a larger plot owned by the same client 31

CORE-TOP ROOF LVL +6800 vm zinc roof 0.7mm thk finish: quartz-zinc

toilet core

purlin at right angle/flashing purlin 250

400

452 CORE MEZZANINE - BOB +3500

5438

250

deck ISMB 250

ISMB 250

reception

ISMB 250

ISMB 250

lobby

10mm drop PPL+575

PLINTH +575mm

1875 475

240

PPL+575

1875 PSL +250

workstations

ISMB 250

PPL+565

ISMB 250

3600

director's cabin

deck 10mm drop

145thk partition wall

3600

145thk partition wall

12.52mm thk laminated glass as per specs

02 B

AL baffles 100mm thk same profile as roof 400mm below main beam

400

main beam 250x250

F.C.B 12thk with laminate

230

PSL +100

PCC 100thk 1:4:8 / 1:3:6

brkwork filling 90thk plinth beam 230x450

ESL -490

geo-textile sheet rammed earth

SECTION - BLOCK B 1:75

B

flashing as/detail provided by sheet fabricator CORE-TOP ROOF LVL +7850

purlin 250

6800 3500

water body

purlin 265

4 way Spider fitting

IL -345

01 A

170 ESL-960

1110

PSL +275

Fibre cement board with laminate (1/1.5

4 way Spider fitting with fin ESL -960 SECTION - BLOCK B

column 250x250 G

ESL -960

21.52 mm thk lamin (10mm thk H.S insid + 10mm H.S outsid

CORE-TOP ROOF LVL +7850

CORE-TOP ROOF LVL +6800

12.52 mm thk laminated glass (5mm thk H.S inside + 1.52 PVB + 6mm H.S outside)

column 250x250

400

452

purlin at right angle/flashing

tie beam 200x250

PPL +575mm

PPL+575

metal sheet 25mm insulation 100 metal sheet 35mm

main beam 250x25

PPL +575mm

rammed earth

D

vm zinc roof 0.7mm finish: quartz-zinc

PSL +150

drywall with FCB on both sides

PSL+575

3500

lunch room BOB +3500

788

reception

water level +405mm PSL+575

510 425

brkwork filling 90thk

SECTION - BLOCK B SECTION - BLOCK B

F

plinth beam 230x450

PCC 100thk 1:4:8 / 1:3:6 geo-textile sheet rammed earth PCC 100thk 1:4:8 / 1:3:6 geo-textile sheet

PPL+575

mortar+tiling 75thk RCC as/structure

170

brkwork filling 90thk plinth beam 230x450

mortar+tiling 75thk RCC as/structure PCC as/structure 750

700

PPL+575

750

230

PSL +200

PSL +150

65mm thk flooring

C3 meeting room - 1 BOB +3500

INSIDE

38x25x2 mm thk alum. 'U' channel

PPL +575mm

170

1075

174thk partition wall

3500

174thk partition wall

material store

OUTSIDE CORE MEZZANINE - BOB +3500

C4

2100

toilet (m)

123thk partition wall

workstations

5750

93thk partition wall

BOB +3500 C6

partition wall

CORE MEZZANINE BOB +3500

ISMB 300 5-6mm thk metal checkered plate

4000

95thk conduit wall

10mm drop shaft-3

director's cabin (2)

3500

ISMB 300

5750

5-6mm thk metal checkered plate false ceiling baffles 100thk tie beam 250 purlin 250 145thk

OUTSIDE

slope 1:25

drywall with FCB ISMB 300 on both sides 5-6mm thk metal checkered plate filing room / store

400

space for AHU

100thk AL baffles same profile as roof 400mm below main beam

1950

drywall with FCB on both sides

1944

slope 1:25

12.52mm thk laminated glass as per specs

space for A.H.U 150

top roof lvl of intersecting ridge

150

F.C.B 12thk with laminate

PSL +100

100mm thk lean concrete 1:4:8 or 1:3:6

FFL +565mm

FFL +575mm

65mm thk flooring 100mm thk lean concrete 1:4:8 or 1:3:6 Rammed earth

Geo textile sheet water level +405mm

38x25x2 mm thk alu

Geo textile sheet

Rammed earth ESL - 480

1000

PCC 100thk

10mm drop

PSL + 200

rammed earth

Retaining wall as per structure refer dwg # S-CO-02; Sec X-X

SECTION 1:20

C 03

block-2: corporate office left: block-2 building sections right: typical wall profile with spider glazing and roof framework with zn-titanium sheet at the top 32

false ceiling: AL baffles 100mm thk 400mm below main beam

water level +405mm

750

5750

3500 3806

5900

ISMB 250

365

198

slope 1:25

main beam 250x250

ESL -360

230

150

A

CORE MEZZANINE BOB +3500 door to lunch room

vertical fin passagethk laminated glass 21.52mm (10mm thk H.S clear glass inside + 1.52 PSL+575 PVB + 10mm H.S clear glass outside)

PPLESL-960 +575mm

PCC 100thk 1:4:8 / 1:3:6

purlin 250

200ESL -500

PPL+575

geo-textile sheet

SECTION - BLOCK B 1:50 SECTION - BLOCK B

C6 material store

PSL +200 ESL -960

ESL -960

rammed earth

CORE MEZZANINE BOB +3500

98thk partition wall

PSL+275

PSL +200

flooring 75 thk

E

98thk partition wall

PSL +275

BOB +3500

PPL+565

lunch room BOB +3500

PPL +575mm

pantry

1160

365

1160

315

passage 10mm drop lunch room PPL+575

geo-textile sheet

740

vm zinc roof 0.7mm thk finish: quartz-zinc

C5

10mm drop

brkwork filling 90thk 04 plinth beam 230x450 E

rammed earth 1:4:8 / 1:3:6

brkwork filling 90thk plinth beam 230x450

4mmx0.25 ACP sheet wrapped over Al box section 50x25 passage

93thk partition wall

PCC 100thk 1:4:8 / 1:3:6 geo-textile sheetPCC 100thk

ESL -960 ESL -490

SECTION - BLOCK B

purlin at right angle/flashing

PSL+575

PPL+575

1075

ISMB 300

flashing as/detail pr by sheet fabricator

weather membrane

Fibre cement board (12mm) with laminate C4 (1/1.5mm)

CORE MEZZANINE - BOB +3500

1235

PPL+565 PPL+565

PSL +200 10mm drop filling 90thk brkwork plinth beam 230x450 PPL+575 1075 PSL+250

ISMB 250

workstations

10mm drop

PSL+200

ESL -960

5-6mm thk metal checkered plate

director's cabin (1) ISMB 250

PSL+575

1075

director's cabin (2)

4100

ISMB 250

10mm drop

ISMB 250

12.52mm thk laminated glass as per specs

3600

false ceiling baffles 100thk tie beam 250 workstations 145thk purlin 250 partition wall

tie beam 250

2 way Spider fitting with fin ISMB 300 5-6mm thk metal checkered plate

space for AHU

400

4400

ISMB 250

12.52mm thk laminated glass as per specs F.C.B 12thk with glass as per specs laminate

CORE MEZZANINE BOB +3500

drywall with FCB on both sides

100 thk AL baffles same profilep as u r lroof in 265 400mm below main beam

2045

150

F.C.B 12thk with laminate

main

purlin 215

space for A.H.U beam ISMB 250

Fin plate 300x93mm

space for AHU

slope 1:25

3500

400

top roof lvl of intersecting ridge

452

purlin 265

main beam 250x250 12.52mm thk laminated

3000

452

purlin at right main beam angle/flashing 250x250

F.C.B 12thk with laminate

CORE-TOP ROOF LVL +6800

metal sheet 35mm

CORE-TOP ROOF LVL +6950

400

452

main beam 250x250

metal sheet 25mm insulation 100

purlinthk 250 vm zinc roof 0.7mm finish: quartz-zinc

purlin 250

purlin at right angle/flashing

weather membrane 1mm

vm zinc roof 0.7mm thk finish: quartz-zinc

purlin at right angle/flashing

CORE-TOP ROOF LVL +7850

vm zinc roof 0.7mm thk finish: quartz-zinc

150

vm zinc roof 0.7mm thk finish: quartz-zinc

D1

purlin at right angle/flashing

12.52 mm thk laminated glass (5mm thk H.S inside + 1.52 PVB + 6mm H.S outside)

vm zinc roof 0.7mm thk finish: quartz-zinc

OUT

Pressure plate

3500

purlin 265 250x250

2400

Aluminium section 50x25

Aluminium section 55x85

10mm drop 40

mm thk alum. 'U' channel

50

2400 450

Aluminium section 50x25

250

300

100 mm thk lean concrete

150

115

300

PSL +275

75 50

PSL + 275

50

PSL +175

2

75

Plinth beam as per structure Refer dwg # S-C0-02;Sec 1-1

Retaining wall as per structure refer dwg # S-CO-02; Sec X-X

Invert level -345

375

185

Plinth beam as per structure Refer dwg # S-CO-02;Sec X-X

750

750

38x25x2mm thk alum. 'U' channel 100 mm thk lean concrete Brick work

25

50 265 190

115

Plinth beam as per structure Refer dwg # S-CO-02 Invert level -345

10 mm drop 25 thk stone flooring

275

200

PPL +575

230

Mortar + tiling 75 thk

OUT

PPL + 575

PSL+100

230

ESL -305 Toe wall detail as per structure Refer dwg # S-C0-02;Sec 1-A

175

150

Retaining wall as per structure refer dwg # S-CO-01 A; Sec E-E

750

IN Vertical fin

25 thk stone flooring

265 190

40

160

40

water level +405

90

50

water level +405 160

265

50

25

95

junction detail: glass wall & deck

OUT

300

Structural glazing as/specs

200

SECTION I Scale - 1:20

40

50

50 x 25 alum. section 55 x 115 alum. section

100 mm thk lean concrete

50

PPL+575

170

IN PPL +575

110

IN

605

SECTION J Scale - 1:20

vertical fin resting on the deck

OUT

Vertical fin

column pedestal

150thk RCC

390

250

refer to structure dwg # S-CO-02, sec BB"

100thk PCC

CORE BAFFLE DETAIL 2 (stick type glazing) Scale - 1:2

62

300

Structural glazing as/specs 25mm thk stone flooring

top of pedestal of block-1 & block-2 +310mm

290

50 110

50 x 25 alum. section 55 x 115 alum. section

top of pedestal of walkway +460mm

invert lvl -345mm

beam 230x350

40

H

stone & gravel base

605

core edge detail and water body beyond IN

115thk RCC slab

50

SECTION 1:20

05 B1

beam

450

top of water lvl +405mm

75 70

145 240

column pedestal

PCC as per structure refer to drawing S-CO-01 A; section CC'

D1

230

455 355

ACP 3mm thk

175

175

Retaining wall as per structure refer dwg # S-CO-02; Sec X-X

FLOORING DETAIL 1:10

50

250

375

100

150

RCC as per structure Retaining wall as per structure refer to drawing S-CO-01 A; section CC' refer dwg # S-CO-02; Sec X-X

100thk PCCas per structure Plinth beam Refer dwg # S-CO-02 50thk mortar 25thk flooring

350

750

Mortar + tiling 75 thk

ESL - 490

invert lvl -345

200 top of walkway +555mm

Rammed earth ESL -305

1500

150 150

PSL + 250

Geo textile sheet

Toe wall detail as per structure Refer dwg # S-C0-02;Sec 1-A

FFL +575mm

FFL +565mm

300

75

Aluminium section 50x25

OUT

2000

90

160

40

FFL +575mm

Plinth beam as per structure Refer dwg # S-C0-02;Sec 1-1

SECTION 1:20

PPL +565

25

65mm thk flooring 100mm thk lean concrete 1:4:8 or 1:3:6 750

10mm drop

160

75 390

+565mm

INSIDE

100 mm thk lean concrete

255

OUTSIDE

Camy foam + Norton tape 12.52 mm thk laminated glass (5mm thk H.S inside + 1.52 PVB + 6mm H.S outside)

IN

column 250 x 250

3200

25 thk stone flooring

375

25

8-10mm thk glass/polycarbonate sheet an top

CORE BAFFLE DETAIL 1 (with pressure plate) Scale - 1:2

62

column 250x250

50

K'

WALKWAY PLAN Scale - 1:75 false ceiling: AL baffles 100mm thk 400mm below main beam

21.52 mm thk laminated glass (10mm thk H.S inside + 1.52 PVB + 10mm H.S outside)

INSIDE

top of water lvl +405mm 600

ACP 3mm thk

Fibre cement board (12mm) with laminate (1/1.5mm)

2400

invert lvl -345mm

4 way Spider fitting

PSL +175

J'

K

300

main beam

main beam 250x250

PSL + 275

Walkway edge

I' 250 1500

tie beam 200x250

PCC

CRS Tower Pvt. Ltd.

PROJECT NAME

Corporate Office

77B, IFFCO Road, Sector 18 Gurgaon

ARCHITECT

DRAWN BY - RACHIT

CHECKED BY - NITIKA

J-1963, Chittaranjan Park,New Delhi -110019 PH: 26271576,26274272

SCALE - 1:10 (A1)

DATE - 10.02.2017

DRAWING TITLE

rajeev agarwal architects STAGE - GFC SEAL

FLOORING DETAIL 1:10

04 E

IN

50 x 25 al 55 x 115 a

Floor details DRAWING NO.

CO WD

OB

A-1.09 R1

25 thk stone flooring

top left: wall profile with floor and roof detail top right: section through the water body & covered walkway connecting block-1 and block-2 bottom left & right: floor details 100 mm thk lean concrete

38x25x2mm thk alum. 'U' channel

2000 1875

IN PPL +575

25

50 115

Structural as/specs 25mm thk stone floo

10 mm drop

OUT

PPL+575

100 mm th lean concr

50

Naresh Kumar

FLOORING DETAIL 1:10

40

NORTH

CLIENT

01 A

315

SITE AREA

3400sqm/36,600sft

FLOORING DETAIL 1:10

03 C

255

FLOORING DETAIL(CORE) 1:10

230

90

38x25x2mm thk alum. 'U' channel 100 mm thk lean concrete Brick work

1040

J

purlin at right angle/flashing

top of water lvl +40538x25x2

175thk Water body retaining wall

3500

I

metal sheet 25mm insulation 100 metal sheet 35mm

false ceiling: AL baffles 100mm thk 400mm below main beam

Walkway roof edge

top of walkway +555mm

Aluminium section 50x25

weather membrane 1mm

10 mm drop 25 thk stone flooring

600

IN

100 150

quartz zinc

purlin 215 tie beam 250

Aluminium section 55x115 SP 2707 Gasket

flashing as/detail provided by sheet fabricator

PSL +250

Retaining wall as per structure refer dwg # S-CO-02; Sec X-X

1440

Plinth beam as per structure Refer dwg # S-CO-02

Plinth beam as per structure Refer dwg # S-CO-02

ESL -490

33

P 3814

8000

(SIM.)

India | C-56 A/27, Sector 62, Noida United States || 75 W. Baseline Rd. Ste A 19-20 Gilbert, AZ Netherlands | Platolaan 11, 3584A Utrecht Australia | 7 Marlin Crescent, Point Cook, Vic 3030 | Nigeria | Unit 6, Plot 5A, Bayo Kuku Road, Ikoyi, Lagos T: 120-240-0356, 0120-426-2166 F: 0120-240-355 roark@sol-mail.net | http://www.roarkconsultants.com

RAJEEV AGARWAL

371

6814

125

50

EQ

100

PB9

100

PB9 PB9

371

PB7

PB9 60° PB9

PB7

PB9

50°

100 300

100

100 THK.P.C.C (1:4:8) 125

200

125

750

SCALE=1:25

345

SCALE=1:25

230

EQ EQ

700

EQ EQ EQ EQ

230

115

60°

150

PB8

STEEL COLU

115

100 THK.P.C.C (1:4:8)

100 THK.P.C.C (1:4:8)605

660

450 EQ EQ EQ

PB8

PB5

PB9

PB9

2300

PB15 PB15

PB5

100

100

℄ OF FOOTING & PEDE

STEEL COLUMN

50 THK. GROUT

100

1050

3500

6814

600 100 EQ EQ EQ EQ

5550

BASE PLATE 350x500x40 THK.

78 AS/SITE

100 652

SCALE=1:25

864

EQ

EQ

230

PED

BARS AS/S 185

1000

2201 AS/SITE

TYP.

450 1798

BX LY x (LX)

460

2201

2201

PB9

1500

300

185

1798

1586

175

100 THK.P.C.C (1:4:8)

230

300 450

700 100 THK. P.C.C. (1:4:8)

1798

230

115 EQ

100

PB2

652

Ld

1000

TREE

300 (MIN.)

1798

COLUMN (C1) 12 THK. STIFFENER PLATE 5550 (TYP.)

5550 TX

300

PB2

100

PB14A

60°

6°

3500

6°

PB16

PB10A

T1

345 PB4

4186

PB15

PB15

1500

18

PB12

PB7

100

PB7 652

PB7

652175 AS/PLAN 1798

AS/SITE OR AS/ARCH.

1500

RC PEDESTAL

1798

PB7

864 °

20

300 450

2000

PEDESTAL BARS AS PER SECTION PEDESTAL TIES AS PER SECTION

1798

1586

20

300

5550

100

PB10A

PB14 PB2

PB13 °

°

4000

60°

18

20

°

200

PB2

PB7

PB3

1798

PB14

4000

PB16

3814

60°

PB12

60°

60°

PB11

60°

50°

4186

PB2

4000

652

4000

1798

°

ANCHOR PLATE 100x100x16 THK. (TYP.) °

20

°

20

AS/SITE

PB7

1798

652

8-30∅ ANCHOR BOLTS (1050 LOG)

6°

60°

PB11

4000 4000

2000

1265

5550

50°

PB10

2000

2450

RCC PEDESTAL

3116

5550

PB7

652

50°

PB10

°

3000 3000

PB6

2450

1798

2450

125

PB9

1798

115

60°

652

120

100

6°

4186

20

1583

60°

8000

PB7

150

PB7

5550

115

417

1583

2000

60°

371

PB9

6000

200

PB7

60° PB9

125

2417

PB2 PB13

PB12

AS/SITE OR AS/ARCH.

PB7 2417

2417

PB16

PB9

PB9 PB8

PB9 PB9

PB8 3116

813

1583

5550

°

PB8

417

1583

°

50°

4000

PB1

PB11

4

12

20

°

60°

2000

4000

(SIM.)

18

PEDASTA AS/S

100

5550

652

1798

PB7

864

5550

top left: column & foundation layout top right: column pedestal detail bottom left: plinth beam layout bottom right: plinth beam details & toe wall

660

SCALE=1:25

1500

300

100

300 450

300 450

115

100 THK.P.C.C (1:4:8)

100 THK.P.C.C (1:4:8)

100 THK.P.C.C (1:4:8)

SCALE=1:25

100 THK.P.C.C TX (1:4:8)

100

8000

100

460

100 660

T1

3116

460

1798

1586

100

100 THK.P.C.C (1:4:8)

300 (MIN.)

SCALE=1:25 BX

100

5550

78 100

100

652

700

PB8

PB9 PB7

EQ

185 100

100

50°

EQ

300

1798

1798

PB6

50°

1798

20

50°

652

°

°

20

PB7 5550

60°

20

°

°

1265

PB9 PB7

PB7

60°

PB7

3116

60°

60°

20

2450

PB9

2450

PB9

PB8

2450

1000

6000

345 2450

PB6

34

20

50 THK. GROUT

60°

799

PB3

2201

PB9

LY BX

TX

6814

PB7

℄ OF FOOTING & PEDESTAL

2450

60°

4403

3000

175

SCALE=1:25

2450

8000

4000

3000

BASE PLATE 350x500x40 THK.

450

1075

°

20

°

1000

5550

PB1

PB4

450

2450

25 (TYP.)

12 THK. STIFFENER PLATE (TYP.)

20

W1

W1

799

60°

125

75 100 75

100

350

450

1100

4980

W1

W1

F1

1375

225 225

850

(CENTRE OF PEDESTAL & CENTRE OF FOOTING SHALL LIE ON THE SAME POINT)

175

P1

3116

850

PB6

450

450 450

300

PB9

850

300

F2

417

8000

100

2450

COLUMN (C1)

1075

9200 850

P1

W1

850 300

1075

5000

PB6 799

3814

60° 50

3814

1100

225

225

1100

PB8 1100

60°

PB8

W1

2000

2450

TOP OF PEDESTAL

4403

2201

1075

225

1100

850 300

1100

COLUMN (C1)

2201

PB5

STEEL COLUMN

799

PB12 2201

℄ OF PEDESTAL/C1/ BASE PLATE

2450

LX

W1

2450

2000

18

TYP.

BASE PLATE 350x500x40 THK.

760

652

°

°

RCC PEDESTAL

125

125

115

1798

18

8-30∅ ANCHOR BOLTS (1050 LOG)

3116

1798

1798

°

18

1050

1798

652

W1

EQ

775

3500 2320

225

F1 300 850

3116

760

50 THK. GROUT

℄ OF PEDESTAL/C1/ BASE PLATE

750

5550

75

850

225

1000

225

225

225

5550

450

450 775

PB9

652

2201

50°

760

1798

W2

1000

W1

5

0

50°

0 30

0 1798

1798

115

50°

1798

652

PB11

50°

760

225

1100

1100

225

225 225

225

1100

5 22 3500

0 125

5 22

0

125

W1

22

P1

50°

P1

175

1565

150 0

150

1000

5

30

0

50°

P1

30

0

22

0

2000

22 0

5

5

20

0

22

22

30

5

5

30

30

50°

300

P1

°

°

22

0

1000

20

30

P1

5550

20

°

°

1265 300

300

CF1

6000

3116

20

5

22

5

22

2450 300

P1

PB8

2450

300

P1

F2

CF1

225

1265 300

P1

225

1100 1100

850 300

225

225

225

225

60°

225

P1

225

300

300

P1

225 60°

850 300

1265

300

30

1000

225 225

225

850

3116

850

2450

300

P1

60°

225

2450 300

300

60°

F1

60

60°

1265

850 300

P1

60

W1

60°

300

F2

300

0

2000 850

115

30

F3

F3

P1

300 850

300

300 850

P1

W1 850

F2

850

°

98

225

°

98

P1

600

300

600

600

W1

450 450

P1

2201 ANCHOR PLATE 100x100x16 THK. (TYP.)

50

W2

P2 F4

F4

PB5

6000

600

150

600

573

F4

P2 275

775

P2

573

1075

1100

225 225

F2

1100

F2

W1

P1

225

P1

850 300

225

1100

850 300

1100

1100

F2

225

1100

P1

850 300

225

850 300

1100

1100 627

600

600

150

0

15 00

600

W1

775

00

6814 1100

F1

850 300

225 225

P1

1100

850

225 225

850

850 300

6°

75

12 THK. STIFFENER PLATE (TYP.)

2175

W1

5

300

P1

850 300

F2

22

850

300

0

850 300

0

00

2488 850

W2

1075

30

F2

125

00 15

15

15

627

P2 F4

W2 1750

6000

573

275

500

5

0

50

2200

22

0

30

12

5

P1 W1

2200

F2

0

15 00

1700

22

5

22

F2

P2 P2 F4 F4 275

P1

2000

850 300

125

50

12

P1

150

605

850 300

175

W1

F2

150

1100

225

225 225

60°

1100

225

225

1100

1500

1100

60°

225

225

225

1100

225

1100

225 225

1100

W1

W1

50

°

18

P1

6°

P1

°

850 300

W1

50

18

850 300

TY

850 300

PB5

4000

850 300

°

3814

850 300

P1

12

F3

12

4000

850 300

60

12

5

P1

850 300

P1

F2

50

F3

30

22

2201

F3

00

0

00 15

5

2201

22

4000

850 300

275

50

°

18

15

30

P1

50

P1

F2

F3 °

12

371

P1

12

50 18

12

2000 850 300

60°

P1

F2

F3

3000

850 300

225

850 300

60°

P1

F2

3000

1250

300

300

P1

F2

4000

3000

850 300

1500

850 300

15 00

3000

1250 850 300

30

2000 850 300

850 300

371

8000

2000

850 300

50

W1

F2

2000

BY 850 300

225

℄ OF FOOTING & PEDESTAL

4186

F2

P1

1100

P1

60°

1100

225

225

1100

F2

6°

F3

125

0

P1

F3

22 5 125 0

850 300

EQ

6°

850 300

℄ OF PEDESTAL/C1/ 2201 BASE PLATE 600

PB11

0 125

P1

850 300

225

P1

1100

F2

850 300

225

1100

225

1100

P1

850 300

225

1100

850 300

225

1100

F2

850 300

225

1100

225

1100

F2

850 300

P1

225

4186

225 225

1100

P1

850 300

60°

1100

850 300

125 0

0

5

850 300

0

30

30

22

850 300

PB4

EQ

150

0

0

F2

EQ

2000

0

30

1100

1100

225

1100

225

1100

225 225

1100

813

P1

3000

60°

F2

1583

150

2417

60°

P1

1583

2417 0

30

PB9

2417

0

150

3000

PB11

℄ OF FOOTING & PEDESTAL

417

1583

0

150

PB10

417

1583

850 300

225

4000 850 300

225

2000

225

799

225

4403

850 300

1100

799 850 300

1100

8000

1825

799

600

4403

600

799

1100

417 2000

J-1963 , C.R.PARK NEW DELHI - 110019 PH: 26271576, 26274272 FAX: 262272789, info@rajeevagarwal.com

°

18

3000

3000

4000

CONSULTING ENGINEERS LLP

LY x (LX)

SCALE=1:25

CONSULTING ENGINEERS LLP

CONSULTING ENGINEERS LLP

India | C-56 A/27, Sector 62, Noida United States || 75 W. Baseline Rd. Ste A 19-20 Gilbert, AZ Netherlands | Platolaan 11, 3584A Utrecht Australia | 7 Marlin Crescent, Point Cook, Vic 3030 | Nigeria | Unit 6, Plot 5A, Bayo Kuku Road, Ikoyi, Lagos T: 120-240-0356, 0120-426-2166 F: 0120-240-355 roark@sol-mail.net | http://www.roarkconsultants.com India | C-56 A/27, Sector 62, Noida United States || 75 W. Baseline Rd. Ste A 19-20 Gilbert, AZ Netherlands | Platolaan 11, 3584A Utrecht Australia | 7 Marlin Crescent, Point Cook, Vic 3030 | Nigeria | Unit 6, Plot 5A, Bayo Kuku Road, Ikoyi, Lagos T: 120-240-0356, 0120-426-2166 F: 0120-240-355 roark@sol-mail.net | http://www.roarkconsultants.com

RAJEEV AGARWAL

J-1963 , C.R.PARK NEW DELHI - 110019 PH: 26271576, 26274272 FAX: 262272789, info@rajeevagarwal.com RAJEEV AGARWAL

J-1963 , C.R.PARK NEW DELHI - 110019 PH: 26271576, 26274272 FAX: 262272789, info@rajeevagarwal.com

℄ OF FOOTING & PEDESTAL

EQ

EQ

℄ OF PEDESTAL/C1/ BASE PLATE

60

115

75

125 125

350 50 100

450

LY

50

8-30∅ ANCHOR BOLTS (1050 LOG) ℄ OF PEDESTAL/C1/ BASE PLATE RCC PEDESTAL

P.C.C (1:4:8)

P.C.C (1:4:8) P.C.C (1:4:8)

125

LY

75

TX

BX BX

TX

COLUMN (C1)

125

125

12 THK. STIFFENER PLATE (TYP.)

ANCHOR PLATE ℄ OF PEDESTAL/C1/ 100x100x16 THK. (TYP.) BASE PLATE 50 THK. GROUT

8-30∅ ANCHOR BOLTS 125 (1050 LOG) TYP. BASE PLATE 350x500x40 THK. RCC PEDESTAL

125

12 THK. STIFFENER PLATE (TYP.)

P.C.C (1:4:8)

TYP.

BASE PLATE 350x500x40 THK.

EQ

COLUMN (C1)

150

60

50 THK. GROUT

50 350

115

10075

EQ

TY

150

75

50

1500

75

500

150

75

75100

450

115

℄ OF PEDESTAL/C1/ BASE PLATE

600 50

100

EQ

BY

EQ

℄ OF FOOTING & PEDESTAL ℄ OF FOOTING & PEDESTAL

TY

ANCHOR PLATE 100x100x16 THK. (TYP.)

50

60

300

60

50

115

1500

75

EQ

BY

125

℄ OF FOOTING & PEDESTAL

EQ

500

150

600 50

100

450

300

100

℄ OF PEDESTAL/C1/ BASE PLATE

175

100

25 ℄ OF PEDESTAL/C1/ (TYP.) BASE PLATE

12 THK. STIFFENER PLATE (TYP.)

SCALE=1:25

100

450

175

200

120

115

125

125

115

120

115

125

50 THK. GROUT

PEDESTAL BARS

150

T10@150c/c

50 THK. GROUT

450

750

175

450

100

COLUMN (C1) 12 THK. STIFFENER PLATE (TYP.)

175

SCALE=1:25 AS/PLAN 175

450

100

COLUMN (C1)

SCALE=1:25 STEEL COLUMN

TYP. 50 THK. GROUT

left: typical isolated footing plan & section top right: existing site image bottom right: column and pedestal marking on site few months later

AS/SITE OR AS/ARCH. AS/SITE OR AS/ARCH.

PEDASTAL BARS AS/SECTION

PEDASTAL BARS AS/SECTION PEDASTAL TIES AS/SECTION

1500

PEDASTAL BARS AS/SECTION

TX

T1

125

1500

1050

200

750

125

100

605 EQ EQ EQ EQ

125

750

1050

100

100

EQ EQ

EQ EQ

605 EQ EQ EQ EQ

200

300 (MIN.)

T1100

50 THK. GROUT

125

℄ OF FOOTING & PEDESTAL

STEEL COLUMN

300 (MIN.)

PEDASTAL TIES AS/SECTION

PEDASTAL TIES AS/SECTION PEDASTAL BARS T10@200c/c AS/SECTION T10@200c/c PEDASTAL TIES AS/SECTION T10@200c/c T10@200c/c

300

TX

300

P.C.C (1:4:8)

BX

300 100

LY x (LX)

450

175

175

450 300

100

450

100

100

P.C.C (1:4:8)

100

100

100 THK. P.C.C. (1:4:8)

BX LY x (LX)

℄ OF FOOTING & PEDESTAL

BASE PLATE 350x500x40 THK.

Ld 200

BX LY x (LX)

℄ OF FOOTING & PEDESTAL

STEEL COLUMN

STEEL COLUMN 100 THK. P.C.C. 300 (1:4:8)

℄ OF FOOTING & PEDESTAL

BASE PLATE 350x500x40 THK.

12 THK. STIFFENER PLATE (TYP.)

TX

300

T1

300 (MIN.)

300

RC PEDESTAL

100 THK.P.C.C (1:4:8)

TYP.

200

1500

PEDESTAL BARS AS PER SECTION PEDESTAL TIES AS PER SECTION Ld

100 300

AS/PLAN 300

1500

100 300

100

PEDESTAL BARS AS PER SECTION PEDESTAL TIES AS PER SECTION

TX

1500

100

1500

100

AS/SITE OR AS/ARCH. AS/SITE OR AS/ARCH.

175 100 THK.P.C.C (1:4:8)

100 T1

100

ANCHOR PLATE 8-30∅ ANCHOR BOLTS 100x100x16 THK. (TYP.) (1050 LOG)

RC PEDESTAL

100

600(TYP.)

8-30∅ ANCHOR BOLTS (1050 LOG) RCC PEDESTAL

300

450 EQ EQ EQ

T10@150c/c

1500

150

450

750

PEDESTAL BARS

ANCHOR PLATE 100x100x16 THK. (TYP.)

450 EQ EQ EQ

175

600(TYP.)

RCC PEDESTAL

1050

℄ OF FOOTING & PEDESTAL

TOP OF PEDESTAL

600 EQ EQ EQ EQ

600

SCALE=1:25

1500

150 200

115

1050

125

TOP OF PEDESTAL

600 EQ EQ EQ EQ

100 THK.P.C.C (1:4:8)

100 THK.P.C.C (1:4:8)

450

SCALE=1:25

BASE PLATE 350x500x40 THK.

℄ OF FOOTING & PEDESTAL

STEEL COLUMN

100

175

BASE PLATE 350x500x40 THK.

(CENTRE OF PEDESTAL & CENTRE OF FOOTING SHALL LIE ON THE SAME POINT) STEEL COLUMN

150

25 (TYP.)

12 THK. STIFFENER PLATE (TYP.)

(CENTRE OF PEDESTAL & CENTRE OF FOOTING SHALL LIE ON THE SAME POINT)

100

600

SCALE=1:25

COLUMN (C1)

LX

(MIN.)

100 THK.P.C.C (1:4:8)

100 THK.P.C.C (1:4:8)

450

COLUMN (C1)

LX

SCALE=1:25

BX LY x (LX)

100

450

175

175

100

SCALE=1:25

35

site images top: site image with pedestal marking for the columns bottom: construction image of block-2 with toe wall and column structure 36

OTHER'S PLOT ELECTRICAL LEGEND 2 NO. DATA POINT 1 NO. 6/16AMP SOCKET 1 NO. 6 AMP SOCKET - AT 800mm FROM FFL AT TABLE TOP

LEGEND SWITCH 6 AMP INTERNATIONAL SOCKET 6/16 AMP. SOCKET TELEPHONE POINT TV AUDIO, DVD POINT, CABLE

1 NO. TELEPHONE POINT 1 NO. 6AMP SOCKET - AT 250mm FROM FFL ON TABLE

1 NO. 6AMP SOCKET - AT 250mm FROM FFL

FOOT LIGHT CARD INSERT AC REGULATOR FAN REGULATOR TV OUTPUT DATA POINT DO NOT DISTURB (DND) SIGN MAKE MY ROOM (MMR) SIGN

1 NO. DATA POINT 1 NO. TELEPHONE POINT 4 NO. 6AMP SOCKET - AT 800mm ON TABLE TOP

1 NO. 6AMP SOCKET FOR FRESH AIR & EXHAUST EACH - AT 2400mm BOT FROM FFL

1 NO. DATA POINT 1 NO. TELEPHONE POINT 2 NO. 6AMP SOCKET - AT 250mm BOT FROM FFL

1 SWITCH FOR LIGHT 1 NO. 2WAY SWITCH FOR EXHAUST & FRESH AIR - AT 800mm BOT FROM FFL 1 NO. 6AMP SOCKET FOR HAND DRYER - AT 250mm BOT FROM FFL

2 NO. DATA POINT 2 NO. TELEPHONE POINT 4 NO. 6AMP SOCKET - AT 800mm ON TABLE TOP

1 NO. DATA POINT 3 NO. 6AMP SOCKET - AT 950mm (TABLE TOP)

1 NO. 6/16AMP SOCKET -ON THE FLOOR

1 NO. 16AMP SOCKET FOR GEYSER - AT 2100mm BOT FROM FFL

1 NO. AC REGULATOR - AT 1050mm BOT FROM FFL

2 SWITCH FOR LIGHTS 1 NO. AC REGULATOR - AT 1050mm BOT FROM FFL

1 NO. DATA POINT FOR SERVER 1 NO. 6AMP SOCKET - AT 1050mm BOT FROM FFL

1 NO. 6/16AMP SOCKET -ON THE FLOOR

2 NO. SWITCH FOR LIGHT - AT 1050mm BOT FROM FFL

1 NO.6/16AMP SOCKET FOR AC - AT TRUE CEILING

1 SWITCH FOR PENDANT LIGHT 1 SWITCH FOR CEILING LIGHT 1 AC REGULATOR 1 NO. 6AMP SOCKET - AT 1050mm BOT FROM FFL 1 NO. DATA POINT FOR INTERNET 1 NO. 16AMP SOCKET 1 NO. 6AMP SOCKET - AT 250mm BOT FROM FFL 1 NO. TELEPHONE POINT 1 NO. DATA POINT 1NO. 6/16AMP SOCKET FOR UPS - AT 250mm BOT FROM FFL ON DESK

2 NOS. SWITCH FOR LIGHTS 1 FAN REGULATOR - AT 1050mm BOT FROM FFL 2 NO. 6AMP SOCKET - AT 250mm BOT FROM FFL 1 NO. AC REGULATOR 3 NO. SWITCH FOR LIGHTS 1 FAN REGULATOR - AT 1050mm BOT FROM FFL

1 NO. 6AMP SOCKET 1 NO. 6/16AMP SOCKET -AT 250mm BOT FROM FFL

1 CARD INSERT/ACCESS CONTROL - AT 1050mm BOT FROM FFL

1 NO. DATA POINT 3 NO. 6AMP SOCKET - AT 950mm (TABLE TOP)

2 NOS. SWITCH FOR LIGHTS 1 FAN REGLATOR - AT 1050mm BOT FROM FFL

1 AC REGULATOR - AT 1050mm BOT FROM FFL

1 NO. 16AMP SOCKET FOR GEYSER - AT 2100mm BOT FROM FFL

2 NOS. SWITCH FOR LIGHTS 1 FAN REGLATOR - AT 1050mm BOT FROM FFL

1 NO. 6AMP SOCKET 1 NO. 6/16AMP SOCKET - AT 250mm BOT FROM FFL

1 SWITCH FOR LIGHTS UNDER COUNTER 1 SWITCH FOR CHIMNEY 1 NO. 6AMP -AT 1050 BOT. FROM FFL. 1 NO. 6AMP SOCKET FOR FRESH AIR 1 NO. 6AMP SOCKET FOR & EXHAUST - AT 2400mm BOT FROM FFL

1 NO. 16 AMP FOR CHIMNEY -AT 1850 BOT. FROM FFL. 1 MASTER SWITCH 1 FAN REGULATOR 1 NO. 6AMP SOCKET -AT 600mm BOT FROM FFL

2 NO. 6AMP (DVD & STB) 2 NO. AV/ HDMI POINTS OUT TO TV 1 NO. DATA POINT FOR STB -AT 450 BOT. FROM FFL.

1 NO. 6AMP SOCKET 1 TELEPHONE POINT - AT 250mm FROM FFL

1 NO. 6 AMP (TV OUTLET) 2 NO. AV/ HDMI POINTS IN FROM DVD & STB - AT 1250 BOT. FROM FFL.

4 NO. 5 AMP 1 NO. AV POINT 2 NO. DATA POINT 1 TELEPHONE POINT 1 NO. HDMI 1 NO. VGA -AT TABLE TOP (RACEWAY)

1 NO. 6AMP FOR FRESH AIR - AT2400 mm BOT FROM FFL 1 NO.16 AMP FOR INDUCTION PLATE -AT 700 BOT. FROM FFL.

1 NO. 6/16AMP FOR MW 1 NO. 6/16AMP FOR KETTLE - AT1050 mm BOT FROM FFL 1 NO. 6/16AMP FOR FRIDGE - AT 250mm BOT FROM FFL

1 NO. 6AMP SOCKET FOR EXHAUST - AT 2400mm BOT FROM FFL 2 NOS. SWITCH FOR LIGHTS 1 FAN REGLATOR 1 NO. AC REGULATOR - AT 250mm BOT FROM FFL

2 NO. 6 AMP 2 NO. DATA POINT 1 TELEPHONE POINT -AT TABLE TOP (RACEWAY)

2 NOS. SWITCH FOR LIGHTS 1 FAN REGLATOR 1 NO. AC REGULATOR - AT 1050mm BOT FROM FFL

1 NO.16AMP SOCKET FOR AC - AT TRUE CEILING

1 NO.16AMP SOCKET FOR AC - AT TRUE CEILING

2 NO. 6AMP (DVD & STB) 2 NO. AV/ HDMI POINTS OUT TO TV 1 NO. DATA POINT FOR STB -AT 450 BOT. FROM FFL. 1 NO. 6 AMP (TV OUTLET) 2 NO. AV/ HDMI POINTS IN FROM DVD & STB - AT 1250 BOT. FROM FFL.

2 NO. 6AMP SOCKET - AT 250mm FROM FFL

4 NO. 6 AMP 1 NO. AV POINT 2 NO. DATA POINT 1 TELEPHONE POINT 1 NO. HDMI 1 NO. VGA -AT TABLE TOP (RACEWAY)

2 NO. 6AMP SOCKET - AT 250mm FROM FFL 1 NO. DATA POINT 1 NO. 6AMP SOCKET 1 NO. 6/16AMP SOCKET - AT 950mm (TABLE TOP)

1 NO. 6/16A PROJECTOR POINT 1 NO. 6A SOCKET 1 NO. MUSIC OUTLET 1NO. HDMI & VGA WIRE EACH FROM PROJECTOR TO RACEWAY -AT 250mm BOT FROM FFL

1 NO. 6AMP SOCKET 1 NO. 16AMP SOCKET -AT 250mm BOT FROM FFL 1 NO. 6AMP FOR SHAVER - AT 800mm BOT FROM FFL

1 NO. 6AMP SOCKET 1 NO. 16AMP SOCKET -AT 250mm BOT FROM FFL

1 NO. SWITCH FOR LIGHT 1 FAN REGULATOR - AT 1050mm BOT FROM FFL

1 NO. TELEPHONE POINT 1 NO. DATA POINT 1NO. 6/16AMP SOCKET FOR UPS - AT 250mm BOT FROM FFL ON DESK

1 NO. 16AMP SOCKET FOR GEYSER - AT 2100mm BOT FROM FFL

1 SWITCH FOR LIGHTS UNDER COUNTER 1 SWITCH FOR CHIMNEY 1 NO. 6AMP -AT 1050 BOT. FROM FFL.

1 NO. 6/16AMP FOR FRIDGE - AT 250mm BOT FROM FFL

1 NO. DATA POINT 1 NO. 6AMP SOCKET - AT 950mm (TABLE TOP)

1 NO. SWITCH FOR LIGHTS 1 FAN REGULATOR - AT 1050mm BOT FROM FFL

1 NO. 6AMP SOCKET FOR FRESH AIR & EXHAUST EACH - AT 2400mm BOT FROM FFL

1 NO. 6/16AMP FOR MW 1 NO. 6/16AMP FOR KETTLE - AT1050 mm BOT FROM FFL

1 NO. TELEPHONE POINT 1 NO. DATA POINT 1NO. 6/16AMP SOCKET FOR UPS - AT 250mm BOT FROM FFL ON DESK

1 NO. 6AMP SOCKET - AT 250mm FROM FFL

1 NO.16 AMP FOR INDUCTION PLATE -AT 700 BOT. FROM FFL.

2 NO. SWITCH FOR LIGHTS - AT 1050mm BOT FROM FFL

1 NO. 16 AMP FOR CHIMNEY -AT 1850 BOT. FROM FFL.

1 NO. SWITCH FOR LIGHT 1 FAN REGULATOR - AT 1050mm BOT FROM FFL

1 NO. 6AMP SOCKET FOR FRESH AIR & EXHAUST EACH - AT 2400mm BOT FROM FFL

1 NO. 16AMP SOCKET FOR GEYSER - AT 2100mm BOT FROM FFL

Divided equally into 23 parts 13709 596

400

FLOORING LEGEND

894

1200

1 NO. 6A SOCKET 1 NO. 6/16A SOCKET -AT 250mm BOT FROM FFL

PORPHERY LEATHER FINISH

483

400

400

1600

400

1200 400

1200

3530

CARPET

H F

I

A

A - 600 X 400 B - 400 X 300 C - 500 X 300 D - 300 X 600 E - 600 X 900

F - 300 X 300 G - 900 X 400 H - 600 X 600 I - 600 X 500 J - 300 X 200

A - 600 X 400 B - 400 X 300 C - 500 X 300 D - 300 X 600 E - 600 X 900

F - 300 X 300 G - 900 X 400 H - 600 X 600 I - 600 X 500 J - 300 X 200

2000

D

G B

C

400

350

D A

A - 600 X 400 E - 900 X 600 H - 600 X 600 J - 300 X 200 K - 900 X 200

A

J

K E

427

PORPHERY LEATHER FINISH

A

430

K

H

A

J E

A

A

485

880

560

560 11774 Divided equally into 21 parts

11173 Divided equally into 20 parts

PORPHERY LEATHER FINISH

F

I H

G B

C

D

a: porphery stone leather finish

890

J E

A

R474 3

K H A

885

K E A

344

885

F

H

E

PATTERN 3 - WALKWAY

J

J

A F

535

2000

D

1600

H

F

A

400

H

E

I

F

400

J

A

5855

4525

11200

J

PATTERN 2 - BLOCK 2

F

400

11200

F H

400

D

C G

D

4800

B

A

F

3200

PATTERN 1 - BLOCK 1

E

PORPHERY LEATHER FINISH

1200

4530

ENGINEERED WOOD

2400

595

14904 Divided equally into 25 parts

PORPHERY LEATHER FINISH

B F

H

H

F A

500

500

7375

5000

500

500

500 9200

2000

500

10000

D

C G

D F

I J

9200

2000

A E

b: engineered wood flooring

832

PORPHERY LEATHER FINISH 9866

Divided equally into 17 parts

500

426 832

426 580

1200

500

500 1200

500

7375

580 9866

Divided equally into 17 parts

c: hand tufted carpet

top: electrical layout bottom: flooring layout with 3 materials: porphery stone(deck & reception), engineered wood(rooms) & hand tufted carpet(studio) 37

eq

eq

eq

55 bal

1200

eq

eq

55 eq

eq

eq

459 eq

eq

eq

eq

eq

eq

eq 459

eq

3183

55 eq eq

55 eq bal

8-10 mm thk toughened clear acid etching eq glass eq with eq eq (opaque)

eq

eq

eq

eq

55 eq

CORE C1: PLAN @ 750 LVL

8-10 mm thk toughened 55 CORE C1: PLAN @ 750 clear glass withLVL acid etching (opaque) bal

CORE C1: PLAN @ 4100 LVL

3183

4167

3183

459 eq

eq

Bison board 448

4167

eq

eq

55 459 detail in sheet # A-1.10 eq eq eq

eq

3183

eq

eq

CORE C3 : PLAN @ 4100

840

eq

eq

eq

eq

eq

eq

eq

eq

eq

Bison board

55 55 bal eq

483

CORE:OPEN ELEVATION 1:50

461

eq

eq

eq

eq

eq

eq

eq

1

55 55 eq bal

49

491

stick ty detail in

4645

75-100 mm thk Aluminium frame

6-12 mm thk glass

55 mm thk Aluminium section

75-1 Alum stick type

eq

eq

eq

6-12 mm thk toughened glazing clear glass with acid etching LUNCH ROOM (opaque)

3mm thk ACP Aluminium frame mm thk toughened wrapped8-10 around clear glass 75-100mm thk (transparent/transluscent with Aluminuim sections coloured film)

eq

eq

eq

eq

eq

eq

eq

eq

eq

eq

461

eq

eq

1

eq

eq

eq

eq

eq

eq

eq

eq

eq

55 55 eq bal

5214

4645

1

9

stick type glazing

479

9

479

9 489 in sheet # A-1.10 SECTION 1 (SCALE - 1:5) 55mm thkdetail Aluminium section 47

489

479

CORE C4 : PLAN @ 750

stick type glazing detail in sheet # A-1.10

CORE C4 : PLAN @ 4100

DOOR ELEVATION (SCALE - 1:20)

core details top: plan & open elevation of a ‘core’ with external door at mezzanine for services bottom: elevation study of a core with clear glass. coloured film and opaque acid etched surface for service areas 38

stick type gl detail in she

8-10 mm thk toughened clear glass with acid etching (opaque)

55mm thk Aluminium section

461

DOOR ELEVATION (SCALE - 1:20)

C4

1038

491 491

1 49 eq

5214

4790

PLINTH LVL +1000

586 468

3875

4021

eq

47

4

CORE C4 : PLAN @ 750

eq

3500

844

461 461 399

473

479

479

479

eq

1

479

479

eq

491 stick type glazing 491 491 detail in sheet # A-1.10 503 @503 CORE C2 : PLAN 4100 LVL

Door handle

1

9 479

stick type glazing detail in sheet49#1 A-1.10

Aluminium frame 75-100mm thk

3183

47

489

eq

9

489

eq

47

479

eq

479

479

eq

479

479

eq

4645

4645

T -79Clear glass

9 9

eq

479

47 47

1038

3500

55 bal

C2 - Grey

pe glazing n sheet # A-1.10

483

491 49

55 eq

CORE COLOUR PATTERN SPACE FOR A.H.U 25 sqm

586

468

459 eq

6430

C1 - Red / Yellow / Cranberry

eq

473

ry

eq

6-12 mm thk toughened 8-10 mm thk toughened clear glass with acid etching clear glass with acid etching (opaque) (opaque)

BOB LVL +3500

4167

eq

8-10 mm thk toughened clear glass (transparent/transluscent with coloured film)

BOB LVL +7000

eq

eq

461 461 399

4980

eq

3183

LUNCH ROOM

2150

491 1

496

49 6

eq

eq

CORE C2 : PLAN @ 750 LVL

TOP ROOF LVL +7850

8-10 mm thk toughened clear glass with acid etching (opaque)

55 bal

stick type glazing

55 bal

4167

eq

eq

stick type g detail in sh

3200

eq

491

461

C3

1800

eq

1800

4021

496 496

496 496

4100

2250

1800

eq

3500

eq

1200

eq

CORE:OPEN ELEVATION 1:50

8-10 mm thk toughened clear glass (transparent/transluscent with coloured film)

FILING ROOM 30 sqm

eq

586

586 493 448

790

448

5200 8415

55 eq

55 551 49 bal eq

6

18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

503

49

DN

503

CORE C2 : PLAN @ 750 LVL

Bison board

459 eq

491

6

491 stick type glazing detail in sheet # A-1.10

PLINTH LVL +1000

49

496

496

496

496

1

497

8-10 mm thk toughened clear glass (transparent/transluscent with coloured film)

49

497

496

1

6

496

CORE C3 : PLAN @ 750

496

49

49

496

496

6 496

1

8-10 mm thk toughened clear glass with acid etching (opaque)

F.R

491

49

stick type glazing detail in sheet # A-1.10

8-10 mm thk toughened clear glass with acid etching 1 49 (opaque)

49

496

2611

SPACE FOR A.H.U 17 sqm

TOI

491

491

496 496

483

491

496

49

6

eq

F.R

BOB LVL +3500

8-10 mm thk toughened clear glass with acid etching (opaque) 6

49

ened

uscent with coloured film)

TOI

5330

2611

468

MEETING RM 1

496

hened id etching

483

496

5650 MEETING RM 2

2611

2611

BOB LVL +5950

468

493

18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

493

TOP ROOF LVL +6800

UP

479

479

47

views top: view of block-1 and block-2 from the west amidst existing palm trees bottom: view of block-1, client’s personal office from the south with two service cores 39

04

THE GATEWAY RESORT, DAMDAMA LAKE location: gurgaon, haryana | type: leisure | built up area: 1,00,000 sft | status: completed | cost: 100 cr.

Responsibility:

Worked as part of the team that included 5-6 architects at different stages of the project. I got invloved during civil construction of villas & front of house at site and started with villa interior drawing, site execution and design of other areas. Scope of work included design, complete working drawings & site coordination of villas, swimming pool, gym, children’s play area, porch and the entrance gate. Furniture and soft furnishing along with design & coordination of block printing of room fabrics was part of the process too.

40

left: entrance view of the resort bottom: site plan | site area: 20 acre | bua: 1,00,000 sft

adventure zone

playfield

spa

pool & gym service block villas

front of house (reception, business centre & restaurants) main entrance Project brief: The existing site was densely planted with large trees since the site was being used as a botanical park. The first design decision was to retain the full-grown trees and evolve an architectural, interior and landscape design, which would be planned around these. On a site of 25 acre, the resort essentially exhibits three attributes - existing landscape, local materials and exposed structure. Buildings are interspersed within the buildable interstitial spaces between existing trees & the resort is treated akin to a ‘walk in a garden’.

41

villas top: villas outer shell in prefabricated steel sections (slimmer sections, lighter structure & smaller foundation footprint) botom: finished villas facing the lawns constructed in precast steel and block work, clad in 40mm thk pink sandstone from jodhpur 42

A

Ground Floor plan 8500

X

3800

1

A

8350

s

courtyard courtyard Terrace (open to sky) (open to sky)

Plan

courtyard courtyard below below

4

Rear Elevation B

3800

2

3

4

4

3

3

toilet toilet 4050x3900 4050x3900

3

4

8350

a

w

room room room room 4050x5800 4050x5800 4050x5800 4050x5800

1

verandah verandah verandah verandah 4050x2000 4050x2000 4050x2000 4050x2000

Rear Elevation

B

s

A

A

COURTYARD +00

g r e e n

a

X'

l

X'

1

3

B

A

Y'

A

B

Y'

B

B

Terrace Terrace Plan Plan

4

a

y

v

i

2

1

First Floor First plan Floor plan

l

l

Ground Ground Floor plan Floor plan Side Elevation 1

2

A

GROUND FLOOR +450 mm

B

a

A

X 2

balcony balcony balcony balcony 4050x1100 4050x1100 4050x1100 4050x1100 1

l

1

X 2

i

1

FIRST FLOOR +4250 mm 2

v

2

450

2

s

3800

p

a

900

h

room room room room 4050x7000 4050x7000 4050x7000 4050x7000

1800

TERRACE LVL +8050 mm

t

11200

11200

y

1

3

500

500

3

4

A

8500

toilet toilet 4050x3900 4050x3900 3

4

v

4

i

450

loor plan

B

Y'

8500

a

8500

l

B

Terrace Plan

l

balcony 4050x1100

First Floor plan

X'

500

2

3800

h

w

TERRACE LVL +8050 mm

t

Layout plan of villas

p

a

900

1800

a

y

g r e e n B

8500

FIRST FLOOR +4250 mm

t

a B

8500

8500

A

500

A

500

500

room FIRST FLOOR +4250 mm

FIRST FLOOR

3800

+4250 mm COURTYARD +00

room

8350

room

l

i

v

site area: 20 acre built up: 1,00,000 sft

8m

w

h

FIRST FLOOR +4250 mm

a

t

FIRST FLOOR +4250 mm

900

room

completed buildings - hotel & leisure room room (medium)

p

500

900

g r eroom e n g r e e n

room

FIRST FLOOR FIRST FLOOR FIRST FLOOR +4250 mm +4250 mm +4250 mm

room

Villas

project thescale gateway resort,category damdama lake site area: 20 acre

0

8500

8500

B

2

site area: 20Layout acre plan completed buildings - hotel & leisure Layout of villas plan of villas built up: 1,00,000 sft (medium)

8m

A

B TERRACE LVL TERRACE LVL +8050 mm +8050 mm

500

A

B TERRACE

500

room

room room

B TERRACE LVL TERRACE LVL +8050 mm +8050 mm

TERRACE

500

FIRST FLOOR +4250 mm

category

project scale

completed buildings - hotel & leisure

left:built plan & elevations of villas up: 1,00,000 sft A A (medium) right: overall layout of villas 500

Section through the rooms & staircase

section through two villas showing the trench for sevices under the walkway

Section through the rooms & staircase Side Elevation Side Elevation

gurgaon, haryana

COURTYARD +00

COURTYARD +00

FLOORFLOOR GROUNDGROUND FLOOR GROUND +450 mm +450 mm +450 mm COURTYARD COURTYARD COURTYARD +00 +00 +00

500

GROUND FLOOR +450 mm

GROUND FLOOR +450 mm

room

Front Elevation

8m

TERRACE LVL +8050 mm 500

y

2

+8050 mm +8050 mm +8050 mm

1800

room

0

y

4

a

4

w

3

TERRACE

h

3

B

category TERRACE

500

500

A

project scale

TERRACE LVL +8050 mm

t

2

Villas

B

a

the gateway resort, damdama lake A B gurgaon, haryana TERRACE LVL TERRACE LVL TERRACE LVL 1

l

l

l

i 8500

a

2

Layout plan of villas

Layout plan of villas

Section through the rooms & staircase

v A

COURTYARD +00

a

s

a

3800

COURTYARD +00

Front Elevation

s

GROUND FLOOR +450 mm

GROUND FLOOR +450 mm

450

450

3800

8350

500

room

Rear Elevation Rear Elevation

1800

TERRACE LVL +8050 mm

TERRACE

GROUND FLOOR +450 mm

Side Elevation

1

B

500

g r e e n

500

3800

500

p

B

A

TERRACE LVL +8050 mm

h

w

A

p

ony 1100

B

500

500

room FIRST FLOOR +4250 mm

FIRST FLOOR +4250 mm

room

room room

room

FIRST FLOOR +4250 mm

43

top: interior image of a typical villa on first floor with twin beds bottom: image of a toilet & dress overlooking a private courtyard 44

1 NO. TELEPHONE POINT 1 NO. 5 AMP (TABLE LAMP) 1 NO. 5 AMP (RAW) FOR MEDIA HUB 1 NO. 5 AMP (CHORDLESS PHONE) -AT 300 BOT. FROM FFL. 1 NO. MEDIA PANEL 1NO. DATA POINT 2 NO. 5 AMP -AT 850 BOT. FROM FFL.

SB FOR DOOR BELL ELECTRIC MSG FOR DND AND MMR -AT 1000 BOT. FROM FFL.

1 NO. 15 AMP FOR ELEC. KETTLE -AT 825 BOT. FROM FFL.

1 NO. 5/15 AMP POINT AT 250 BOT. FROM FFL.

TL

CEMENT PLASTER

BOS. AT +3610 LVL

1 SWITCH FOR DECK LIGHT AT 1000 BOT. FROM FFL.

19MM THK COMM. PLY BOARD 6 MM MIRROR PASTED ON COMM.PLY WITH ADHESIVE

25MM THK GOLDEN OAK H-10 GROOVED 8 MM MIRROR OVERLAP

DOOR BELL AND LOUD SPEAKER HIDDEN BEHIND AC GRILL AT 2850 BOT. FROM FFL.

1 NO. 5 AMP (TV OUTLET) 1 NO. 5 AMP (UPS) 1 NO. DATA POINT FOR STB 2 NO. HDMI OUT (DVD & STB) 1 NO. TV POINT - AT 1250 BOT. FROM FFL.

SWITCH FOR TOILET AT 1000 BOT. FROM FFL.

SB FOR GENERAL LIGHTING CARD INSERT -AT 1200 BOT. FROM FFL.

1 NO. 5 AMP (DVD OUTLET) 1 NO. DVD HDMI IN FOR TV 1 NO. 5 AMP (UPS) FOR STB 1 NO. DATA POINT FOR STB 1 NO. STB HDMI IN FOR TV -AT 450 BOT. FROM FFL.

DETAIL A SCALE 1:5

BOFC. AT +2900 LVL BOFC. AT +2700 LVL

LOUD SPEAKER FOR PA SYSTEM

1 SWITCH FOR CEILING LIGHTS. 1 SWITCH FOR DND. 1 SWITCH FOR MMR. 1 AC REGULATOR -AT 1200 BOT. FROM FFL.

450

eq

1400

eq

240

B

2 NO. UPS POWER POINTS FOR ICT -AT 1800 BOT. FROM FFL.

450

10

926

1340

1200

1050

1230 eq3

eq3

DETAIL AT V SCALE 1:10

DETAIL V

FFL

400

eq3

450

BT

1000

660

FL

+1500

+100.00

100275 475

BL

EQ2

200

1800

EQ2

FOOT LIGHT

140

10MM DROP

1400

2325

150 ALUMINIUM DOOR FRAME

±0.00

660

BL

183

MIRROR 1025 X 1425

136

SAFE

IRONING BOARD CABINET

1060

183

ICT ENCLOSURE

SHAVING MIRROR WITH LIGHT

GOLDEN OAK MATT (GOM) 1 MASTER SWITCH 1 FAN REGULATOR 1 SWITCH FOR FOOTLIGHT 1 NO. 5 AMP INTERNATIONAL SOCKET - AT 700 BOT. FROM FFL.

1 NO. 5 AMP INTERNATIONAL SOCKET 1 SWITCH FOR FOOTLIGHT - AT 700 BOT. FROM FFL. 1 NO. 5 AMP FOR TABLE LAMP -AT 250 BOT. FROM FFL.

SECTION E

1 NO. 5 AMP INTERNATIONAL SOCKET 1 NO. 5 AMP FOR LAMP -AT 250 BOT. FROM FFL.

1 FOOTLIGHT -AT 250 BOT. FROM FFL.

1 NO. 5 AMP FOR FRIDGE -AT 250 BOT. FROM FFL. 1 FOOTLIGHT -AT 250 BOT. FROM FFL.

layout plan

A

1400

GOLDEN OAK SUEDE (GOS) GOLDEN OAK H-10 GROOVED (GOG)

400

1 NO. 5 AMP FOR TABLE LAMP 1 TELEPHONE POINT -AT 250 BOT. FROM FFL.

DECK LIGHT AT 100 MM FROM DECK FINISH LEVEL

VENEER

GROOVE STONE

SECTION AA'

A'

toilet details

CEMENT

BOS. AT +3610 LVL

B.O.S. +3610 AT LVL.

19MM THK COMM. PLY BOARD

6 MM MIR COMM.PL

25MM THK GOLDEN OAK H-10 GROOVED 8 MM MIRROR OVERLAP

200

BOFC. AT +2900 LVL

220

135

300

450

240

450

10

926

1340 EQ2

EQ2

FFL

SECTION E

1400

DETAIL AT V

1200

1050

1230

BT 100275 475

FOOT LIGHT

+1500

+100.00

1000

660

140

10MM DROP

SCALE 1:10

DETAIL V

FFL

400

650

250

1 NO. TELEPHONE POINT 1 NO. 5 AMP (TABLE LAMP) 1 NO. 5 AMP (RAW) FOR MEDIA HUB 1 NO. 5 AMP (CHORDLESS PHONE) -AT 300 BOT. FROM FFL.

150 ALUMINIUM DOOR FRAME

±0.00

660

730

183

200

2325

IRONING BOARD CABINET

1060 MIRROR 1025 X 1425

136

SAFE SHAVING MIRROR WITH LIGHT

1000

1200

1500

1250 450

250

500

PLACE FOR ARTWORK 600X1000

290

850

2205

FFL

1800

1 NO. 5 AMP (DVD OUTLET) 1 NO. 5 AMP (UPS) FOR STB 2 NO. HDMI(STB & DVD) IN FOR TV 1 NO. DATA POINT FOR STB -AT 450 BOT. FROM FFL.

880

183

ICT ENCLOSURE 42" - TV

200

2 NO. 5 AMP -AT 850 BOT. FROM FFL.

eq

2 NO. UPS POWER POINTS FOR ICT -AT 1800 BOT. FROM FFL.

1507

1400

1 NO. MEDIA PANEL 1NO. DATA POINT -AT 850 BOT. FROM FFL.

PLACE FOR ARTWORK 600X1000

eq

1400

765

1 NO. 5 AMP (TV OUTLET) 1 NO. 5 AMP (UPS) 2 NO. HDMI OUT (DVD & STB) 1 NO. DATA POINT FOR STB - AT 1250 BOT. FROM FFL.

1800

765

DETAIL A SCALE 1:5

BOFC. AT +2700 LVL

LOUD SPEAKER FOR PA SYSTEM

450

CUT OUT FOR AC VENT

125 150

B.O.F.C. AT +3000 LVL.

A

GOLDEN OA (GOM)

toilet elev

GOLDEN OA SUEDE (GO

GOLDEN OA GROOVED (

ENTRY DOOR SIDE ELEVATION

room elevation facing the bed

400

SECTION B

VENEER

GROOVE STONE

toilet section

A'

SECTION AA'

top: electrical & furniture layout of a typical villa bottom: room elevation & toilet section 45

swimming pool the image shows the walkable connection between the leisure pool & chldren’s pool. Pool base in 2”x 2” handmade tiles and deck clad in phorphery suede finish & polish finish 46

swimming pool top: construction images of the pool bottom: details of infinity pool, edge of the pool & floor plan 47

entrance porch & gym left: on site image of the porch & drawings of precast steel structure and free standing walls in random rubble masonry right: construction image of the building envelope of gym, shows cladding in delhi quartzite stone 48

The image above shows the traditional methods of collecting and storing fertiliser from manure. The locals create patterns on these which served as inspiration for the design of the main gate. These huts were visible on the way to the site and are also common to villages. The gate is fabricated in different sizes of mild steel box sections painted in steel grey, the same shade as the exposed structure of the buildings inside.

2000

2000

12075

2000

2000

2000 75x75 MS Box Section

450

2000

50x50 MS Box Section

450

2000

20x50 MS Box Section

AA' 15mm thk metal clamp

entrance gate 75x75 MS Box Section

top: construction image of the gate cast in MS and image of a typical hut to store manure bottom: elevation of the 400thk main gate to the resort randomentrance rubble 49

05

ANANTAM SENIOR LIVING location: kolkata, west bengal | type: residential | built up area: 5,56,185 sft | status: ongoing | cost: 300 cr.

Resposibility:

Worked as the project lead with 2 architects and a 3-D designer as part of the team. Was involved from stage-I to understand the client’s vision for a high-end residential community for senior citizens in Kolkata. Resposibilities included reflecting client’s brief and intent in design, study and incorporate appropriate no. of apartments, parking and green cover and presenting the designs to client at each stage. Supervision of 3-d renders, schematic drawings & coordination with technical teams was part of the process too.

50

site plan | site area: 5.84 acre | bua: 5,56,185 sft

Project brief: The project named ‘Anantam’ is an initiative towards a healthier, respectable and congenial lifestyle for the rapidly ageing population of Kolkata and other Indian cities. The design is centered around building communal connect and offering maximum green cover on ground and roofs. The 3 residential towers are interlinked by a double storey ‘community club’ that houses recreational facilities including f&b, games, spa & pool with a 15,000sft terrace dedicated to open-air community interaction.

51

community club

top: ground floor plan with club & dwelling units | covered area of club: 38,320 sft; total ground coverage: 69, 430 sft 52

top: external view of the restaurant on the ground foor facing the deck 53

2B type A: gf, 4 & 8 floor plan bua: 162sqm / 1745sft | sbua: 2144sft

2B type B: 1, 5 & 9 floor plan bua: 162sqm / 1745sft | sbua: 2144sft

top: typical floor plan: tower-A | 6nos. 2B units & 2nos. 1B units on each floor bottom: dwelling unit plans 2B & 1B 54

1B type B: gf, 1,4,5,8 & 9 floor plan bua: 90sqm / 970sft | sbua: 1190sft

sandstone & textured paint with uninterrupted vertical slits for services

composition of 3 materials: glass, stone and wood in a rhythmic pattern with ample flow of natural light inside

top: elevation study of the residential towers 55

top: aerial view of the site with the central terrace facing the golf course 56

1

2

3

4

5

6

top: site plan development with an objective of lending more than 20% green for residents 57

06

RESORT AT CHANDIKHOL, ODISHA location: chandikhol, odisha | type: leisure | built up area: 1,27,800 sft | status: ongoing | cost: 80 cr.

Resposibility: Worked as the project lead with two more architects and was invoved in all stages of design & working drawings. Initial discussions with the client and site study provided inspiration for the architecture style that reflects the essence of the local habitat. Design development, construction drawings and coordination with technical consultants was part of the scope. 3-D renderings were generated according to detailed renders in sketch-up with shortlisted materials borrowed of the context.

58

left: entrance view with banquet lawns facing front of house below: site plan | site area: 15.4 acre | bua: 1,27,800 sft

service block main entrance

front of house

spa & pool villas

rooms

Project brief: The site is located in a beautiful neighbourhood in a small town named Jajpur, in Odisha. Its lowest level lies in the centre with a pond that covers more than 60% of the site along with a water stream that encloses the site from the south & east. The intention was to preserve and enhance the natural fetaures of the site and develop the resort within this natural setting. The design is therefore intuitively driven by its context that suggested the overall site planning, use of laterite walls and traditional roof in thatch.

59

rear view of front of house from the elevated walkway 60

A

B A

A

B

C

D

B

C

E

D

C

F

D D

G

E E

F

F

J

G

H H

J

K J

L K

K

M L

L

P M

M

Q P

R

P

Q

S

A

Q

RB

C

A

R

S

D

1 D

1 3

2

lobby

ch-1 (10mx15m each) C C

ch-2

11

10

B

11

13

12

14

B

11 12 B

13

14

12

1.4

food court (335sqm)

reception area (290 sqm) C'

ch-3

service corridor

C'

food court (265sqm)

admin (147sqm) admin (147sqm)

C'

food court (265sqm)

admin (147sqm)

B

1:200 B

B'

A'

B

A'

1.4

A'

kitchen

elevation a

1:200

1.4

1.4

1.4

elevation b

1.4

1:200

D

1.4

elevation b

1:200

V

lobby reception area (290 sqm)

A' D'

front of house - ground floor plan

1.4

U

B'

B

14

conference room 1

elevation b

1:200

T

1.4

1:200

elevation b

ADS

AD

1.4

prefunction

1:200

AC

B'

1.4

D'

1:200

elevationdd'a section

AB

13

front of house - ground floor plan

1:200

AA

AD ACR

B

1:200

elevation a

Z

AC ABQ

A

food court (265sqm)

kitchen (1040 sqm including service corridor)

11

front of house - ground floor plan

elevation a

Y

AB

M AAP

reception area (290 sqm)

service corridor

10

D'

1:200

X

AA Z

food court (265sqm)

front of house - ground floor plan

1:200

YL

pre-function (315 sqm)

food court (335sqm) service corridor ch-1 ch-2 (10mx15m each) service corridor

ch-3

D'

14

13

Z

X

food court (335sqm)

ch-3

kitchen (1040 sqm including service corridor) kitchen (1040 sqm including service corridor) kitchen (1040 sqm including service corridor)

10

12

Y

K

A

C

10

W

X WJ

A

food A court (335sqm)

C

ch-1 (10mx15m each)

V

2

ch-3 ch-2

W H

V

A

lobby

ch-2

ch-1 (10mx15m each)

G

D

3

pre-function (315 sqm)

3

V FU

U

lobby

pre-function (315 sqm)

3

2

U E

T

A

1 pre-function (315 sqm)

T D

S T

A

2 1

H G

1.4

1.4

front of house top: ground floor plan with banquet halls on the left with a separate entrance & reception and restaurants on right botom: building section and elevations 61

W

X

section dd'

treatment room 1

lakeside

section

section

1 1.2

1:200

treatment room 3

1.4

1:200

treatment room 2

elevation

4 1.2

1:200

4 1.2

1:200

treatment room 4

1200 mm wide corridor

1200 mm wide corridor

A K E S I D E

l a k e s i d e

8

7 6 5

4

4250 wet

6380 4250

9

6380 4250

wet spa (f)

3

4250

4250

wet spa (f)

wet spa (m)

16

6380 4250

4250

17

18

6380

4250

4250

6380 4250

waiting lounge

1800 ht

prefunction

19 20

4250

6380

21

4250 nnected

c. inter-co room

ed

4250

c. room

ndard

15

6380

waiting lounge

nect inter-con

1

gym

reception area 14

13

6380

4250

4250

gym

12

6830

6380 4250

5

4250

2125

4250

2

4250 6380

spa (m)

4250

6380

3 2

1

6380

reception 11 area

10

treatment room 1

treatment room 2

treatment room 1

treatment room 2

treatment room 3

treatment room 4

treatment room 3

treatment room 4

6380

22 23

2125

section dd'

sec

1:200

1:20

room

b. sta

A 5

2000 luxe

a. de

B 4

m

roo

+500mm

2

6000 balcony C

A

B

balcony

+200mm

2350

UP

1

D

C

D

L A K E S I D E

ground floor plan

1.3

1:200

L A K E S I D E

spa - ground floor planspa - ground 1.5 floor plan

1:200

1.5

3

1:200

3m wide walkway

lak esi de

section

3 1.3

1:200

7

8

1

2

3

4

5

A

B

CA

6

D AB

C

B

CD

A

D

B

C

AD

B

C

D

OPEN COURT

l akes ide

lakes ide

section

1:200

rooms

5 1.3

section

section 1 section

2

3

1 4

2

5

3

6

4

lak esi de

section

1 1.3

2 1.3

1.3 1:200 1:200

1:200

1

lak esi de

lakes ide

section 3

7

5

8

6 1

2

top: ground floor plan with different room types bottom: sections of rooms

7

3 1.3

1.3 1:200

1:200

3

8

1

4

5

2

6

3

OPEN COURT

A

4

5

B

6

AD

C

B

D

C

OPEN COURT

l akes ide

l akes ide

62 section

4 section

4

section

5 section

5

section

2 section

2

rooms top: building view from lakeside bottom: building view from the spa & pool 63

villas & recreational centre top: view of the villas from lakeside bottom: view of the spa from walkway 64

4

entrance court +43.7m

1

1

lakeside

4

1

4

+43.7m

2

4

1

landscape landscape +43.5m

+42.5m

2

entrance entrance court below court below

3

2 2

2

m 3.5 +4

+4

3.5

3 3

3

4landscape

landscape B

+43m

3

4

1

1

2

2 3

1

4

3

1

2

32

m

D 3

4

4

2

6380

1 4250

1

2125

4250

1:200

A

5

2

4

1

5

5

4

6000

C

2000

B

2350 D

2000

luxe

a. de

m

roo

luxe

a. de

m

1800 ht

2

C

2350

cted

5

villas & recreational centre

9

2

N

9

8

6380 4250 4250

top: typical floor plans & sections of a villa bottom: floor plan of spa & gym ground floor plan D

1:200

3

1:200

1:200

elevation section

4 1.2

4 1.2

4 4 1.2 1.2

elevat

1:200

9

11 12

11

10

6830

6380

12 13

4250

34250 4250

12

11 reception area

r-co

c. inte room

5

nnected

c. inter-co room

6

6380 4250

4250

6380

2

4250

waiting lounge

2

15

6380

15

6380 4250 4250

15

4250

16

6380 4250 4250

l a17 k e s 17i d e

16

4250 6380 4250

18

6380 4250 4250

4250

6380 4250

13

6830

6380

4250 17 4250

3

4250

4250

+500mm

ted

c. inter-connec room

cted

r-conne

c. inte room

treatment +200mm room 3

om

treatment +200mm

room 4

UP

UP

om

+500mm

+500mm

L A K E S I D E

1.3

spa - ground floor plan

6000

3

1.5

2

3

3m wide walkway3m wide walkway

+200mm

2350

+200mm

UP

1

UP

D

1.3

ground floor plan

1:200

1.3

3

3m wide walkway

3

65

19

425

4

42

18

6380

treatment room 2

+500mm

18

6380

12

11

10

6380

16

1800 ht

treatment room 1

d ro

ndar

9

4250 6380 4250

4250

4250

5

b. sta

14

6380 4250 4250

6380

8

4250 7

3

4250

ted

14

6380

4250

4250

nnected

2

13 14

6380 4250 4250

3

13

6830

c. inter-co room

6380

6380

6830

4250

l 4250 a 4250 k e s i 4250 d e

xe ro

B

2

4

lakeside

elevation elevation

4 1.2

10

6380 6380 4250 4250

1800 ht

6380

1:200

1

1 4

gym

4

lu a. de

C

2350

4

23

1

1:2001:200

2 10

1800 ht

5

2000

groundground floor plan floor plan 1.32 4 1:200

34

3 2

lakeside

4250

balcony

1

A

2 1

4 1.2

1

1

D

1:200

6380 4250

c. inter-connec room

r-conne

c. inte room

6000

7

3

1

om

6000

C

2room

ndard

roo

5

xe ro

lu a. de

B

4

om

d ro

ndar

b. sta

A

A

2000

B

8

7

c. inte room

b. sta

12

l a k e s li ad ke e s i d e

5

room

1.2

1:200

1

4

4 1.2

wet spa (m)r-connectedwet spa (f)nnected

ndard

3

1:200

1 1.2

8

1

4

sectionsection

4250 6380 4250

6 4250

b. sta

1

5

2 3

1

1:200

lakeside

6 6380

7

4

3

4250

4250

6380

2125 1

5

4250 6380

6380 3

3

2

4

6380 4250

2

first floor plan

1.2

first floor firstplan floor plan1.2

4 1

1200 mm wide corridor

5

1:200

1:200

4

6

first floor plan

1.2

B

B

B

U

+43m

ground floor plan

C

U

C

D

B

N

A

D

B

N

A

B

D

landscape landscape

N

ground floor plan

+43m

C

+4 3

+4 3

A

.5

+43m

m

4

C

+43.7m

+43.7m

4 m

4

3

+43.7m

.5

4

+43.7m

entrance court 3 entrance court

1.2 The resort is fragmented into1:200 4 main 1:200 groundground floor plan floor plan 1.2 1.2 1:200 1:200 areas: front of house, villas, rooms and the recreational centre including the spa, pool and gym. Upon entering the site, front of house with all the public functions including the conference rooms, restaurant and reception is the first building that is visible to the visitor, facing the front lawns. The villas that sectionsection 1 1 1.2 1:200 1.2 1:200 section section are laid out along section the periphery of the 1 1.2 1:200 1:200 1:200 site are connected by a 3m wide golf cart path/walkway. Identifying minimum area as buildable zone, the natural lake in the centre is conserved that provides stunning views from the villas. The villas are organized as four rooms to one with a central courtyard. These have 6380 been planned along the ‘bund’, towards 4250 6380 4250 4250 6380 the edge of the site facing the central 4250 4250 lake. The spa and pool are placed in6380 4250 6380 6380 the centre, floating above the 4250 lake with 4250 2125 2125 dramatic views all around.

2

+43.5m

lakeside

+42.5m

4

1

+43.7m

entrance court

3

B

entrance court below

2

2

A

+43.5m

+42.5m

2

3

landscape

1 +43.5m

+42.5m

4

4

1

landscape lakeside

U

1

1

U

The site is located approximately 70km from Bhubaneswar, the capital of the Indian state of Odisha that is lakeside a centre of religious and economic importance in eastern India. The city is a popular tourist destination. The site is easily accessed by a 20m wide national highway that serves as the main entrance to the resort.

3m wide walkway

6380 4250

07

JEWELLERY GALLERY, NEW DELHI location: new delhi, delhi | type: interior | carpet area: 1700 sft | status: ongoing | cost: 51L Resposibility: Worked as the project architect and was involved single-handedly in all stages of the project from design to completion. Scope of work included concept & design development, working drawings, coordination with HVAC, electrical & lighting consultants and technical team on site. Material selection including flooring, wall finishes, fabric, colour scheme, lighting fixtures, artwork and floor coverings were shorlisted and discussed regularly with client and vendors to reach to the final stage.

66

left: axonometric view of the gallery with display walls at the periphery & central lounge below: top view of the gallery with an interactive space in the middle service core

lift lobby

display partition in POP

lobby & reception

display partition in POP

entrance mirror

store

display partition in POP

store

Project brief: The gallery is part of a 10,000 sft residence occupying approximately 1720 sft space in the basement. The project focuses on display of precious jewellery designed and curated by a family member. The interior is cautiously downplayed by establishing an unprocessed, concrete finish with a palette of muted colours to enhance the exhibit. Services are exposed, finished in GI. The suspended lights in brass or gold & fabrics in blue and gold add colour and richness.

67

furniture layout 68

niche detail 1:20

wall section niche detail 1:20

AA'

mirror detail 1:20

1

w ni

4

1:2

wall section mirror detail 1:20

top: niche and mirror details bottom: study sketch of wall elevation 69

X FRESH AIR INLET

AC UNIT

PROPOSED LOCATION AC UNIT

E

C PROPOSED LOCATION AC UNIT

D

AC UNIT

A

B

X'

ceiling conduits

coordination drawing (rcp | hvac | ceiling conduits) 70

cable tray

EXHAUST OUTLET

interior elevation

D

1:50

cladding detail 1:10

6 cladding detail

6

1:10

cladding detail 1:10

wall section cladding detail wall1 section XX' cladding detail 1:5 wall section cladding detail 1 1:5 XX'

1:5

wall section cladding detail wall XX'section cladding detail 1:10 wall section cladding detail XX'

1:10

XX'

1:10

cladding detail

6

6

1:10

1 XX'

wall section cladding detail

1:5

wall section cladding detail

1:10

1 XX'

XX'

top: interior elevationof the entry wall bottom: wall cladding details in 12mm thk cement board 71

08

PRATAP PALACE, AJMER location: ajmer, rajasthan | type: leisure | built up area: 10,000 sft | status: completed | cost: 2 cr.

Responsibility: Worked as the project lead with a team of two more architects and one interior designer. It was a renovation project and I was responsible from the beginning for coordination & production of complete set of working drawings, design decisions and communication on site. Areas for renovation included the reception, all day dining, banquet hall, conference rooms, spa and rooms soft furnishing, all according to the terms & standards of the taj group of hotels.

72

top: floor plan & ‘jaali’ detail in restaurant bottom: elevation of the display kitchen & buffet counter

typical plan of jaali

1:10

2.3

typical plan of jaali

2.3

jaali elevation 'a'

2.3

1:10

jaali elevation 'a'

1:10

2.3

jaali elevation 'd'

1:10

all day dining - floor plan

1:50

interior elevation 1:50

1:10

2.3

2.1

A

Project brief: The hotel ‘Pratap Palace’ was a renovation project. In a way to elevate the sales and reputation, the hotel owner collaborated with the ‘taj group’, one of India’s leading chain of hotels & resorts a year after its inauguration. Renovation of suggested areas of the hotel was implemented by taking inspiration from Rajasthan, a state where the hotel resides. The jaalis, tikri artwork from the surrounding area, patterns & silhouettes of the desert provided inspiration for the interiors.

73

50mm thk INSULATION GLASSWOOL 48kg DENSITY

50X50 SALWOOD FRAMEWORK

12mm thk PLYWOOD STRIPS

FABRIC CLAD ON 8mm CARPET thk MDF (CA-01)FRAMEWORK

BOFC PLYWOOD 9mm thk

A

50mm thk INSULATION GLASSWOOL 48kg DENSITY 50X50 SALWOOD FRAMEWORK 12mm thk PLYWOOD STRIPS

VENEER

FABRIC PASTED ON 8mm thk MDF FRAME

LINEAR LED STRIP LIGHT

LINEAR LED STRIP LIGHT

150

as per site

per site

VENEER PASTED ON PLY

VENEER PASTED ON PLY 9mm thk PLY

12mm thk PLY 12mm thk PLY

75 75

A'

VENEER

35X35 SALWOOD FRAMEWORK

EXISTING PLY OVER COLUMN

BANQUETEXISTING HALL 16m X MARBLE 26m

1

103 50X50 SALWOOD FRAMEWORK

EDGE OF

D A

C B

150

75 75

350

VENEER 4mm thk PLY 9mm thk PASTED OVER EXISTING MARBLE LEDGE

as per site

EXISTING EDGE OF MARBLE

floor plan

35X35 SALWOOD FRAMEWORK VENEER PASTED OVER 9mm thk PLY

1.1

1:200

FINISHED FLOOR LEVEL

wall section

1:20

EXISTING EXISTING BRICKWORK ARTWORK

9mm thk PLYWOOD

50mm thk INSULATION GLASSWOOL 48kg DENSITY

50X50 SALWOOD FRAMEWORK

12mm thk PLYWOOD STRIPS

AA'

FABRIC CLAD ON 8mm thk MDF FRAMEWORK

BOFC PLYWOOD 9mm thk

A

50mm thk INSULATION GLASSWOOL 48kg DENSITY

75 75

50X50 SALWOOD FRAMEWORK VENEER as per site

VENEER PASTED ON PLY

FRAME THICKNESS AS PER SITE

12mm thk PLY 12mm thk PLY

wall detail

1

EXISTING PLY OVER COLUMN 50X50 SALWOOD FRAMEWORK

FABRIC PASTED ON 8mm thk MDF FRAME

LINEAR LED STRIP LIGHT 150

as per site

150

1:20

12mm thk PLYWOOD STRIPS

VENEER PASTED ON PLY 9mm thk PLY

75 75

A'

LINEAR LED STRIP LIGHT VENEER

35X35 SALWOOD FRAMEWORK EXISTING EDGE OF MARBLE

150

75 75

banquet hall left: floor plan with carpet layout & wall panelling detail right: banquet hall renovation images with custom designed carpet

350

VENEER 4mm thk PLY 9mm thk PASTED OVER EXISTING MARBLE LEDGE

74 as per site

EXISTING EDGE OF MARBLE 35X35 SALWOOD FRAMEWORK

HALF CARPET TILE

CARPET -250x500 (CA-01) CARPET -250x500 (CA-02) ALIGNED WITH EDGE OF COLUMN AFTER CLADDING

75

75

03

X

01

06 EQ4

B.O.F.C. +2400

CARPET -250x500 (CA-03)

250

ALIGNED WITH EDGE OF LATTICE

02

EQ4

2500

EQ

B.O.S. +2600

HALF CARPET TILE

EQ3

ARTWORK 3

250

EQ

CONSOLE AS/DETAIL

X

WOODEN LATTICE-2 AS/DETAIL

EQ2

EXISTING COLUMN CLAD IN WOOD AS/DETAIL

EQ2

WOODEN LATTICE-1 AS/DETAIL

HALF CARPET TILE

HALF CARPET TILE

EQ1

HALF CARPET TILE 250

250

250

ARTWORK 2

ARTWORK 1

940

600

X

75

575

525

ALIGNED WITH EDGE OF LATTICE

02

775

375

75x150 mm VERTICAL SOLID WOOD CLAD WITH VENEER (VE-01) conference room - flooring plan

575

EQ EQ

EQ

EQ

EQ

1:50

conference room - furniture layout

3065

3.1

1:50

75x150 mm HORIZONTAL SOLID WOOD CLAD WITH VENEER (VE-01)

3075

250

WOODEN LATTICE-2 07

HALF CARPET TILE

WOODEN LATTICE-1

765

05

EQ3

EQ1

CONSOLE AS/DETAIL

3.2

UPLIGHTER WOODEN LATTICE-1

600

765

WOODEN LATTICE-2

940

575

600

525

775

375 EQ EQ

detail

PLAN SCALE - 1:25

75x150 mm VERTICAL SOLID

B.O.F.C. LEVEL WOOD CLAD WITH VENEER

600

525

775

375

12 mm THICK PLY NAILED TO CEILING

(VE-01)

EQ

75x150 mm HORIZONTAL SOLID WOOD CLAD WITH VENEER (VE-01)

3075

3065

900

EQ

575

VENEER PASTED TO PLY (VE-01)

UPLIGHTER

4 mm GROOVE 75x150 mm VERTICAL SOLID WOOD

B.O.F.C. LEVEL

765

575

900

600

525

775

375

12 mm THICK PLY NAILED TO CEILING

575

detail - 48mm GROOVE

1:10

75x150 mm VERTICAL SOLID WOOD VENEER PASTED TO VERTICAL SOLID WOOD (VE-01)

VENEER PASTED TO VERTICAL WOOD BLOCK (VE-01)

AS/SITE

1:10

150

75x150 mm VERTICAL WOOD

VENEER PASTED TO VERTICAL SOLID WOOD BLOCK (VE-01)

150

75x150 mm VERTICAL SOLID WOOD

250

250

600

950

1500

1750 1300

950

1500

1750

detail - 8

1300

wooden lattice detail

3.3

1:25

VENEER PASTED TO VERTICAL SOLID WOOD (VE-01)

VENEER PASTED TO PLY (VE-01)

AS/SITE

525

1900

575

600

765

575 EQ

75x150 mm HORIZONTAL SOLID WOOD

F.F.L.

VENEER PASTED TO HORIZONTAL WOOD BLOCK (VE-01)

VENEER PASTED TO HORIZONTAL WOOD BLOCK (VE-01)

F.F.L.

3.3

75x150 mm HORIZONTAL SOLID WOOD

4 mm GROOVE

detail - 9

1:10

4 mm GROOVE

detail - 9

1:10

conference room top: furniture & flooring layout bottom: wooden lattice detail that defines prefunction & conference room 75

76

PROFESSIONAL WORK INTACH DELHI CHAPTER, DELHI, INDIA 2011-2013

Indian National Trust for Art and Cultural Heritage (INTACH), is a non-profit NGO founded in 1984 with a vision to stimulate heritage awareness and conservaton in India. Having chapters over 150 Indian cities, INTACH Delhi Chapter is one such organization founded to promote the cause of heritage,

specifically in Delhi. The chapter takes legal initiatives to protect heritage buildings at risk. It networks

with stakeholders both government and like-minded organizations to further the cause of conservation.

To fulfil the agenda of involving citizens, Delhi Chapter organizes outreach programmes, publishes

books, tourist literature, conducts regular heritage walks and hold workshops. It also actively protects unprotected monuments by undertaking model conservation projects.

I had joined INTACH as a project coordinator & writer after working for them on freelance assignments for nearly one year. As the project lead, generated content and coordinated a publication ‘Delhi: 20

Heritage Walks’. Also worked on research and text for the nomination dossier as part of nominating Delhi to UNESCO’s list of world heritage cities.

77

09 Responsibility: Was responsible for generating content & coordinating a publication ‘Delhi: 20 Heritage Walks’. In addition to contributing content along with other writers, I was responsible for coordinating the publication with editors, writers, graphic designer, visual content consultants & the distributor. Alongside, worked on a supporting publication that is a set of 18 walk foldouts on heritage sites in Delhi. As scheduled, the publications were launched within the given time frame of 18 months.

Connaught PlaCe

CORONATION PARK

and its surroundings

Delhi Metro

Route 6

Ho Ho Bus Route

Civil Lines

Heritage Route

SHAHJAHANABAD

Connaught Place Jantar Mantar

NEW DELHI Route 5

Rashtrapati Bhavan

Purana Qila

Route 7

NIZAMUDDIN

Lodi Route 4 Garden Safdarjung’s Tomb

SAFDARJUNG Route 3

Hauz Khas

Siri

SULTAN GHARI

Jahanpanah

Chirag Dilli

Khirki Route 1

TUGHLAQABAD

MEHRAULI

Qutb Minar

Mehrauli Village

Route 2 Mehrauli Archaeological Park

SPONSOR

DELHI

Published and Created by INTACH, Delhi Chapter 71, Lodhi Estate, New Delhi 110003 Tel: +91 11 - 41035557 Email: mail@intachdelhichapter.org www.intachdelhichapter.org

20 HERITAGE WALKS Qutb Minar Complex

Editors: Annabel Lopez & Swapna Liddle

Mehrauli Archaeological Park

Coordination: Nitika Agarwal INTACH Team: Eeshaan Tiwary, Kuber Patel & Sulabh Goel

Mehrauli Village

Text: Madhulika Liddle, Nitika Agarwal, Sarmistha Chatterjee & Saurabh Jain Copy Editor: Dipanwita Chakrabarti

Chirag Dilli & Khirki

Sketches: Abhinav Chaurasia, Arun Kumar, Ashish Tiwari, Himanshu Yogi, Harsha Paryani, Kanika Vohra, Kushal Shah, Mitaali Katoch, Niveditaa Gupta, Rini Hazel, Sanjana Mathur, Supri Maheshwari & Udit Mittal Maps: Aman Kapoor, Arun Cherian, Bhupesh Malav, Ekta Shreekant & Smanla Dorje Nurboo Line Drawings: Deepali Goel & Sanjit Gupta Photography: Sushil Khandelwal

Siri

DELHI

Copyright @ INTACH, Delhi Chapter, 71 Lodhi Estate, New Delhi-110003 All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic or mechanical, without the prior permission of the copyright owner.

Great care has been taken in the compilation and validation of information, and every effort has been made to ensure that all information is as up-to-date as possible at the time of going to press.

However, INTACH, Delhi Chapter is not responsible for errors, if any, and their consequences.

Delhi Chapter

20 HERITAGE WALKS

Tughlaqabad

Jahanpanah

Design and Layout: Alpana Khare Graphic Design

Created by

I N TAC H

This publication has been made possible

by World Monuments Fund’s Sustainable Tourism Initiative, sponsored by American Express.

Hauz Khas Safdarjung’s Tomb Lodi Garden & the Golf Club Humayun’s Tomb Purana Qila Kotla Firoz Shah Red Fort South Shahjahanabad North Shahjahanabad Civil Lines & the Northern Ridge Coronation Park & Mughal Gardens in North Delhi

a. Misra Yantra: Misra Yantra, the ‘mixed instrument’, does not find mention in the papers of Jai Singh II, and was probably built by his son, Madho Singh. The Misra Yantra combines five instruments. The Samrat Yantra, formed by the two corresponding quadrants on the west and east sides, is a sundial. The Niyat Chakra Yantra—which consists of the central wall and the two surrounding semi circles—was used to tell the time at Greenwich, Zurich, Serichew (in Pic Islands in the Pacific Ocean), and Notkey (Japan), at noontime in Delhi, and vice-versa. The working of the Agra Yantra (amplitude instrument), the larger quadrant on the west side of the building, has not till date been identified. The Karka Rasivalaya (‘circle of the sign of Cancer’) Yantra, that was used to tell the sign of the zodiac in the sky, besides marking the summer solstice, is a graduated semi circle on the back of the northern wall of the Misra Yantra. The Dakshinottara Bhitti (meridian wall) Yantra is a graduated semi-circle on the eastern wall of the building and was used to observe the altitude of a heavenly body when it passed the meridian.

edges of the central staircase mark the position of the sun in the sky. On the east side of the Samrat Yantra is the Shashtamsa Yantra, a sextant. It lies within a chamber that has remained closed since its construction. c. Jai Prakash Yantra: Invented by Jai Singh himself, this instrument consists of two complimentary circular buildings. The hollow bowls of the two buildings taken together represent the sky. The surface of these two bowls was marked by scales to enable readings. Wires were stretched across the bowls with a ring affixed at the centre. The shadows of the wires and ring on the inside of the bowls gave the position of the sun. Stairs and platforms were constructed to allow observers to read the scales. d. Ram Yantra: The two circular bodies located at the southern end of the complex together make up the Ram Yantra. They are both circular walls with a circular pillar located at the centre. The spaces left in between the walls allowed one to take the readings on the walls and the floor. Thus, like in the Jai Prakash Yantra, the two buildings when taken together form a complete instrument.

Timings: Sunrise–Sunset Entry: Indian Citizens–Rs 5, Foreign Nationals–Rs 100. A further fee of Rs 25 is levied for video photography; still photography is free.Try and time your visit for a sunny day, when the abundant sunlight can make it easier to understand how each instrument at Jantar Mantar works.

b. Samrat Yantra: The Samrat Yantra—the Supreme Instrument— is located at the centre of the observatory complex and is basically a sundial. The central triangle lies parallel to the north-south meridian and the hypotenuse of this triangle is at almost the angle as that of Delhi’s latitude. The shadow of the triangle’s wall on the quadrants marks the local time, while the scales marked on both

Rashtrapati Bhavan & the Central Vista SPONSOR

This publication has been made possible by World Monuments Fund’s Sustainable Tourism Initiative, sponsored by American Express.

Connaught Place

I N TAC H

Delhi Chapter

ad Ro

De

en

b

gh

k Sin

Baba

Khara

a

Regal

Hanuman Bldg Mandir

rg

Ma

(v)

Hanu

NDMC

f

Janpath Street

(iv)

g Mar ad Sans

YMCA

5 Jantar Mantar

Nearest Bus Stops Gole Market: 716, 752, 760, 820, 840, 854, 871, 859, 957, 963, 957, 990, 910, 940, 991 (ii) & (iii) Bangla Sahib: 550, 820, 840, 910, 920, 940, 965 (iv) Palika Kendra: 056, 091, 181, 185, 187, 188, 210, 459, 460, 500, 510, 535, 590, 602, 641, 780, 781 (v) Indian Oil Bhavan: 051, 505, 521, 522, 526, 615, 043 (vi) Western Court: 083, 051, 303, 521, 522, 526, 615 (vii) Max Mueller Marg: 040, 056, 281, 349, 440, 450, 851, 893, 894, 966, 034, 043, 045, 051

hM t Si

ng ba

Road

Modern School Barakhamba

y

Tolsto

Tolstoy Marg

Janpath

Janpath Lane

Patel Chowk

Jantar Mantar Road

Election Commision of India

DELHI METRO LINE

Pandit Pant Marg

kham

Marg

Road

k Ro

arg

Lane

Imperial

Asho

ad

(i)

Bara

Statesman House ght

au Conn

7

rzon

(iii)

Gurudwara Bangla Sahib

Upad

Line

Cu

Gole Dak-khana

e

ay

Delhi Fire Service HQ

Rajiv Chowk rc i le C Palika Mi d d Bazar

ad

Ro man

d

Laxmi Narain Temple 4

ailw

njee

State Emporiums

Sacred Heart 3 Cathedral (ii)

nR

Connaught Place - The Commercial Hub 1

Shivaji Stadium

St Columba’s School c

yal

aM

ther

a Ra

(i)

Da

hyay

Nor

Marg

Mah araj

Shaheed Bhagat Singh

le

Bhai Vir Singh Marg

Gole Market 2

arg

Ba

ngla

Sahi b

ad

nand

Ro

Vive ka

Ro ad

uian

g Mar ndhi

78

nchk

Lady Hardinge Medical College

Ga

It wishes to contriute to the original intent to increase awareness of Delhi’s heritage legacy and reinforce the image of Delhi as a World Heritage City.

Pa

urba Kast

Delhi is an intricate tapestry that has over a thousand years of history and culture woven into its urban fabric. With an intent to make citizens aware of Delhi’s heritage, this publication links the city’s monuments along 7 heritage routes that connect clusters of heritage precincts. While all walks are linked by a common experiential thread, each coud be taken up by the viewer independently. The book illustrates over 300 monuments through text, maps, drawings and specially commisioned sketches of the sites. Every map includes information on visitor amenities like bus stops, metro stpos, toilets etc. Every entry has a narration of the history & significance of the structure along with an architectural description.

Chelmsford Road

10.1 DELHI: 20 HERITAGE WALKS

(vi)

Agrasen ki Baoli

ad

y Ro

Haile

(vii)

Shangri La

6 Eastern and Western Court

Windsor Place

Firoz

Shah

Road

Lady Irwin SS Sch

Bus Stand Petrol Pump Parking Toilets Cafeteria Metro Station HoHo Bus Route

10.2 WALK FOLDOUTS A set of 18 walk foldouts document over 90 heritage monuments of Delhi. Each foldout covers one heritage precinct including 5-6 monuments in the vicinity. Laid out in form of a single leaflet, it provides information on visiting hours, ways to reach, public amenities etc.

10.3 DELHI: A HERITAGE CITY This guide book, Delhi, A Heritage City attempts to preserve for posterity, the vast expanse of Delhi’s built heritage by capturing its veru essence and showcasing it in a meaningful manner. It is the culmination of the earlier version of 20 heritage booklets in a single volume

DELHI: A HERITAGE CITY

Nomination to UNESCO’s List of World Heritage Cities

DELHI: A HERITAGE CITY

1 a

b

c

of the city survived. Its long history as the capital of powerful kingdoms and empires had invested it with a mystique and prestige that not even the British could ignore. Delhi had long been associated with sovereignty over India, and the British government tapped into this legacy by holding imperial Durbars assemblages in Delhi - in 1877 to proclaim Victoria Empress of India, in 1903 to celebrate the coronation of Edward VII as Emperor of India, and in 1911 to similarly proclaim the coronation of George V.

a. Shahjahanabad, The walled city of the Mughals b. The Coronation Darbar of 1911, where Delhi was proposed as the new capital city. c. Rashtrapati Bhawan, designed as Viceroy House for the British Imperial capital city.

11

It was during the last Durbar of 1911 that the decision to shift the British Indian capital to Delhi was announced, and a year later Delhi became the capital. Simultaneously work began on the construction of a new imperial capital city, which was finally inaugurated in 1931 as New Delhi. New Delhi was planned and built as a garden city laid out around a grand ceremonial vista. While it owed inspiration to Baron Haussmann’s Paris and L’Enfant’s Washington D.C., it drew on Indian traditions with respect to design elements, decorative details, materials, and colonial forms such as the bungalow. Above all it carried forward the aura of Delhi and the city’s tradition of learning from and adopting a wide range of cultural influences.

AREA PROPOSED FOR NOMINATION Delhi has accommodated the various cities built at different times in its long history. The physical limits of present day Delhi have expanded to engulf all these historic areas and the legacy of many dynasties that ruled over Delhi, lives on in these historic precincts.

Of the eight historic ‘capital cities’, some like Ferozabad and Dinpanah have disappeared completely leaving just a few monumental structures but no trace of either the urban morphology or character of the city; others like Tughlaqabad have been encroached upon but their urban characteristics are still identifiable; while the later cities like Shahjahanabad, have their urban form and streetscape almost intact with only the buildings having been replaced with newer constructions over the last few decades. And there are some precincts that are an intricate tapestry, with over a thousand years of culture woven into the living traditional settlements.

It is Delhi’s surviving historic urbanscape of outstanding universal significance, comprising of four precincts of Mehrauli, Nizamuddin, Shahjahanabad and New Delhi, that is being proposed for nomination as Delhi, a Heritage City.

State Party - INDIA

Nomination to UNESCO’s List of World Heritage Cities

Mehrauli

The heritage precinct of Mehrauli is the site of the first capital city of Delhi and has seen 900 years of continuous habitation, leading to a layering of history which has resulted in a complex socio cultural mosaic.

Continuous habitation in Mehrauli can be attributed to its strategic location on a ridge, providing much needed security, efficient water supply and good drainage due to the sloping landform, which meant liberation from diseases like malaria etc.

The arrival of several Sufi saints in the early thirteenth century, in particular, Qutbuddin Bakhtiyar Kaki, has had a long-lasting impact on Mehrauli. During his lifetime the saint attracted followers to his khanqah or hospice, and after his death, his shrine continued to attract devotees. The site is also associated with the tradition of the Phoolwalon ki sair, that symbolizes secular harmony.

The area being nominated as part of the World Heritage City of Delhi comprises of the original walled cities of Lal Kot and Qila Rai Pithora, extending south to include the traditional settlement of Mehrauli Village and the area presently identified as the Mehrauli Archaeological Park.

Evolution of the historic precinct of Mehrauli Located on the spur of the Aravallis, Mehrauli has undulating landform with seasonal ponds visible in the various depressions. The unusual development of the site and its continuous habitation over an almost thousand year period can be attributed to its unique geographic location and landform.

12

a

Hindu and Mehrauli

Muslim

capitals

of

The oldest surviving traces of an urban settlement in Mehrauli, belongs to a small fort known as Lal Kot on the rocky ground of the ridge, built during the reign of the Tomar ruler Anangpal II, in the mid-eleventh century.

Excavations suggest that there was already a settlement at this location, and there are literary references to an older name for the city – Yoginipur. Yet the bulk of the wealth of antiquities unearthed date from the Tomar period and after. The Jogmaya temple that stands there today consists of relatively new buildings but is also believed to be ancient. Surviving Tomar-era constructions include part of the fortification wall and a large tank, Anangtal, paved with dressed stone.

b

a. Map showing the early development of the Hindu and Muslims dynasties in Mehrauli. b. Within the fortified city of Lal Kot/ Rai Pithora were a large number of Hindu, Buddhist and Jain temples. Their pillars were later reused in the building of the Quwwat-ul Islam mosque. © ASI

State Party - INDIA

10.4 NOMINATION FOR UNESCO’s LIST OF WORLD HERITAGE CITIES “Imperial Cities of Delhi”, a serial nomination comprising of two components, Shahjahanabad and the part of New Delhi built by the colonial government, is being proposed for inscription to UNESCO’s List of World Heritage Cities, under the category of Inhabited Historic Towns. I contributed in research & content generation.

79

80

ACADEMIC WORK NATIONAL UNIVERSITY OF SINGAPORE (NUS), SINGAPORE MASTERS IN SCIENCE, INTEGRATED SUSTAINABLE DESIGN (MSc ISD) 2018-19

National University of Singapore was founded in 1905 in Singapore to serve the needs of the local

community. The university today is dedicated to quality education, influential research and visionary enterprise, in service of country and society. The goal is to educate, inspire & transform.

I was a student of the post-graduate program ‘Masters in science, Integrated Sustainable Design’

that was headed by Dr. Nirmal Kishnani. The program focused on a sustainable approach to building at a broader level - cluster, city or island scale. The curriculum was designed to inculcate a sense

of responsibility in each one f us. It relied on an approach towards architecture that is enriching &

enhances the enviromental quality for all living organisms as the cities develop with time. The goal is to realize the value of nature and all that it emcopasses while embracing the need for development.

81

10

FORM FOLLOWS SYSTEM Sustainable thinking through a systems-based approach to design type: studio project (semester 1) | guided by: prof. nirmal kishnani & WOHA architects| team: bhavya, krithika & nitika The studio project was completed in 4 months with a goal to inculcate skills & mind-sets for sustainable thinking at the drawing board through a ‘systems based approach’ to design. The search for sustainable solutions is not confined to the scale of standalone buildings. Therefore, the search calls for a new way of seeing buildings & their relation to the city. Buildings are embedded within wider systems such as energy and water grids, biodiversity and habitat networks, public and social space. The health of the system as a whole is affected by every insertion, every new development. The question we are trying to answer through this exercise is

‘What if buildings – even ones that are privately owned or profit-making – were designed to connect or repair the systems in which they are embedded?’

Studio proposals of the 5 systems critical to sustainability 2. energy: as resource

3. public space: for mobility & connectivity

Water situation of Singapore 1. hydrology: water as resource current water supply

solutions greywater recycling

catchment (10%) 43MGD

4. food

5. green: biodiversity, habitats & urban green

desalination (25%) 107.5MGD

newater (40%) 172MGD

import (25%) 107.5MGD

current water demand 430 MGD

rainwater collection

reduce potable water demand

self-suffciency 75%

1.4G/sqm/day

2/3 land area as catchment

82

WHY? 720 MGD through 2/3 land area but the reservoirs provide only 43 MGD

water situation of singapore IN 2019

Analysing the dataset of 30+ buildings by last batch Tanglin View

25% import from johor

Costa Rhu

rainwater collection

greywater recycling

increased supply Geylang Bahru (HDB + L. Industry)

OCBC

offset potable to non-potable water demand

Parliament

LEGEND

Existing reservoirs

NEWater plants

Desalination plants

Treatment plants

demand 5.8 million

supply import open reservoirs treatment plants

Reflections by Keppel Bay

self-sufficiency

reduced water demand

75%

current catchment system

1sqm will catch 1.4 gallons of water/day underground reservoirs

proposed water distribution system in singapore

greywater recycling blackwater to NEWater plant underground reservoir supply line recycled rainwater suppy line floating solar panels

4 key proposed systems

greywater recycling

rainwater collection

underground reservoir

blackwater sent to NEWwater for recycing

Studio Brief To gain a comprehensive understanding of all 5 systems (water, energy, food, green & public space), the class was divided into 5 groups & each group was assigned one of the 5 systems. Our group was assigned ‘HYDROLOGY: Water as resource’. The goal of this studio was to craft an approach for a new kind of development, one that is generous, restorative and net-positive. Here are the questions we tried to answer through our studies: 1. How can buildings be designed to engage systems. Can they engage, enhance & repair complex living systems?

2. Can a city become self-sufficient in energy, water and food? Can it restore ecological health by integrating human and natural systems in new ways?

83

WATER SITUATION OF SINGAPORE IN 2030

typology 1: elevated MRT corridors

typology 1: elevated MRT corridors

typology 1: elevated MRT corridors

typology 2: elevated MRT stations

typology 2: elevated MRT stations

typology 2: elevated MRT stations

typology 1: community parks

typology 1: community parks

typology 2: open parks

typology 2: open parks

typology 2: open parks

typology 3: reservoirs

typology 3: reservoirs: reduced overflow

typology 3: reservoirs: reduced overflow

typology 4: waterways

typology 4: waterways: reduced overflow

typology 4: waterways: reduced overflow

DEMAND 6.4 million 507 MGD (food & population)

typology 3: at grid MRT depots GREYWATER RECYCLING

GREYWATER RECYCLING RAINWATER HARVESTING

WAT E R

typology 1: elevated MRT corridors

32 Building Typologies typology 2: elevated MRT stations

typology 2: elevated MRT stations

typology 1: elevated MRT corridors

0 MGD

0%

771 MGD

14.7 %

2030

0.8%

2060

43 MGD

1.2%

CURRENT

INDUSTRIAL

64 MGD

1348 MGD

25.8%

2030

0 MGD

0%

2060

typology 1: community parks

typology 1: community parks

typology 2: open parks

typology 2: open parks

typology 2: open parks

LEGEND

OUTCOMES

Central Catchment

1191 MGD

GREYWATER RECYCLING

typology 4: waterways: reduced overflow

typology 4: waterways

Western Catchment

based on population and food production increase

RAINWATER HARVESTING

typology 4: waterways: reduced overflow

EFFICIENT FIXTURES

2030

DEMAND AND SELF SUFFICIENCY

0 MGD

507 MGD

9.7 %

CURRENT

NO PROPOSAL

Jurong Industrial Area 2060

2030

2060

0%

0 MGD

0 MGD

0%

CURRENT

Water Filteration Plant 771 MGD

14.7 %

Tao Payoh Sports Complex 2060

2030

2060

0.8% 43 MGD Water Filteration Plant

CURRENT

Bedok NEWater Plant

1.2%

Desalination

RAINWATER HARVESTING EFFICIENT FIXTURES

64 MGD

1348 MGD

25.8%

2060

typology 1: community parks

typology 1: community parks

0 MGD

0%

UNDERGROUND RESERVOIR

1023 MGD

19.6%

NO PROPOSAL NEWater

2060 2030

CURRENT

DEMAND AND SELF SUFFICIENCY

Open Catchment

UG Reservoir

100%

2060

4 TAPS

NEWater

2030

2060 Water Filteration Plant

Jurong Industrial Area MRT - RELATED DEVELOPMENT 2060 SEAPORT

0.8%

Tao Payoh Sports Complex INDUSTRIAL 2060 ROADS AND MOBILITY

43 MGD

CURRENT

200 100

2030

60 %

295.7

107 MGD

43 MGD

107 MGD

200

1990

2000

2005

2030

2010 2015 YEAR OF CONSUMPTION

DEMAND AND SELF SUFFICIENCY

catchment (5%) 64 MGD

newater (10%) 115 MGD

desalination (20%) 100 MGD

UG reservoir (45%) 228 MGD

UG Reservoir

RAINWATER HARVESTING

Open Desalination Import 190 Catchment EFFICIENT FIXTURES

120% QUANTITY IN LITRES/DAY

180

UNDERGROUND RESERVOIR NEWater

170

Open Catchment

Desalination160

150 140 130

NO PROPOSAL 120 110

2018

AIRPORT 2060 FOOD FACTORY

PARKS AND WATERBODIES SPORTS ANDPlantRECREATION Changi NEWater

64 MGD

120 MGD

1023 MGD

19.6%

GREYWATER RECYCLING

Expiry of Agreement 2061

All buildings recycle GreyWater 172 MGD

NEWater

3 TAPS

100

CURRENT 1980

711 MGD

25 %

10% 10 % 25 %5 % 25 % 40 %

Current Scenario

Desalination Plant

Reclamation Plants

NEWater Plants

0 MGD

300

Introduction of Underground Reservoirs

400

0%

2060

2030

600

500 507 MGD

1348 MGD

25.8%

2030 Changi Airport

Water Filteration Plant Bedok NEWater Plant

64 MGD

2030 Scenario

QUANTITY IN MILLION GALLONS

2018 Scenario

1.2%

900

435 MGD

CURRENT

771 MGD

14.7 %

1000

60 %

0 MGD

0%

Open Desalination Catchment

NEWater

1100

800 DEMAND AND SELF SUFFICIENCY 700

2060

2030

90

2060

64 MGD

2060

0 MGD

Open Catchment

115 MGD

2030

0%

Water Filteration Plant

NEWater

Import

10 %

CURRENT

Water Filteration Plant NO PROPOSAL

75%

4 TAPS

77 MGD

Underground Reservoir 2060

Western Catchment

507 MGD

9.7 %

typology 4: waterways: reduced overflow

Pulau Tekong Catchment: Underground Reservoir 2030 34.20 MGD in 24.43km2

UNDERGROUND RESERVOIR PROPOSED AT JURONG INDUSTRIAL AREA

Central Catchment

1191 MGD

0 MGD

NEWater Plant

EFFICIENT FIXTURES

based on population and food production increase

0%

typology 4: waterways: reduced overflow

typology 4: waterways RAINWATER HARVESTING

Seletar NEWater Plant

507 MGD

CURRENT

Desalination

GREYWATER RECYCLING

430 MGD

based on population increase and food production

2060

1191 MGD 77 MGD

Desalination Plant

based on PUB Data

2030

OUTCOMES

DEMAND AND SELF SUFFICIENCY 430 MGD

Water Filteration Plant

Mandai Bus Depot 2030

typology 3: at grid MRT depots

typology 3: reservoirs: reduced overflow

107 MGD

Kranji NEWater Plant

overflow

430 MGD

Pulau Ubin Catchment: 14.12MGD in 10.19km2

323 MGD

Lim Chu Kang Park 2060

typology 3: at grid MRT depots

typology 2: open parks

LEGEND typology 3: reservoirs: reduced

typology 3: reservoirs

Total Water Demand: 2018

typology 2: open parks

Great Southern Waterfront Jurong Desalination Plant

Extrapolation to island scale based on the building program typology 3: at grid MRT depots

Floating Farms Catchment: 109.2 MGD in 78km2 typology 2: open parks

507 MGD

32 Building Typologies

Jurong Island typology 2: elevated MRT stations Catchment: 44.8 MGD in 32km2

typology 2: elevated MRT stations

Tuas Megaport 2030

Marina East Desalination Plant

430 MGD

typology 2: elevated MRT stations

PARKS AND WATERBODIES

Water Filteration Plant

Mount Faber Park 2060

75% SELF SUFFICIENT

WAT E R

INDUSTRIAL

Tuas NEWater Plant

684 MGD

MRT - RELATED DEVELOPMENT

AIRPORT

100 % SELF SUFFICIENT

Tuas Desalination Plant

Desalination

1191MGD

5 %

typology 1: community parks

typology 1: elevated MRT corridors

120 % SELF SUFFICIENT

typology 1: elevated MRT corridors

5220 MGD CAPACITY proposed water supply in 2030

Open Catchment Underground Reservoirs

typology 1: elevated MRT corridors

100%

Open Catchment

5 %

Changi Airport 2030

2030

Changi NEWater Plant

120% NEWater

GREYWATER RECYCLING

Treatment plants 507 MGD

SELF SUFFICIENCY

Open Desalination Import Catchment

3 TAPS

8 INFRASTRUCTURE TYPOLOGIES WITH PROPOSAL FOR UNDERGROUND RESERVOIRS 0%

10% 25 % 40 %

NEWater

NEWater plants

UNDERGROUND RESERVOIR PROPOSED AT JURONG INDUSTRIAL AREA

Water Filteration Plant

25 %

107 MGD

Desalination plants

430 MGD

Water Filteration Plant

323 MGD

typology 3: reservoirs: reduced overflow

Pulau Tekong Catchment: 34.20 MGD in 24.43km2

typology 3: at grid MRT depots

Import

60 %

2060

typology 3: reservoirs: reduced overflow

Seletar NEWater Plant typology 3: at grid MRT depots

507 MGD

507 MGD

based on population increase and food production

NEWater

Desalination

underground reservoirs

typology 3: reservoirs

430 MGD

based on PUB Data

typology 3: at grid MRT depots 2030

75%

4 TAPS

Open Catchment

430 MGD

75% SELF SUFFICIENT

Mandai Bus Depot 2030

CURRENT

32 building typologies, food farms & Pv’s (2030)

77 MGD

Kranji NEWater Plant

Total Water Demand: 2018

Pulau Ubin Catchment: 14.12MGD in 10.19km2

120 % SELF SUFFICIENT

Lim Chu Kang Park 2060

2060

AIRPORT

PARKS AND WATERBODIES typology 1: community parks

DEMAND AND SELF SUFFICIENCY

Extrapolation to island scale based on the building program

SUPPLY UG reservoirs open reservoirs 100% greywater recycling floating farms & PV’s treatment plants

NO PROPOSAL

2030

existing reservoirs (2018)

typology 2: elevated MRT stations

1023 MGD

19.6%

CURRENT

43 MGD

MRT - RELATED DEVELOPMENT typology 1: elevated MRT corridors

0 MGD

CURRENT

435 MGD

0%

172 MGD

2060

64 MGD

NO PROPOSAL

2030

115 MGD

507 MGD

9.7 %

CURRENT

EFFICIENT FIXTURES UNDERGROUND RESERVOIR

10 %

0 MGD

0%

RAINWATER HARVESTING

EFFICIENT FIXTURES UNDERGROUND RESERVOIR PROPOSED AT JURONG INDUSTRIAL AREA

107 MGD

typology 3: at grid MRT depots

typology 1: community parks

107 MGD

typology 3: at grid MRT depots

CATCHMENT CAPACITY

NEWater

Open Catchment

4 TAPS

UG Reservoir

100%

NEWater Open Catchment Underground Reservoirs

GREYWATER RECYCLING

Water Filteration Plant

RAINWATER HARVESTING

Jurong Industrial Area 2060

Tao Payoh Sports Complex 2060

EFFICIENT FIXTURES

UNDERGROUND RESERVOIR

Water Filteration Plant

typology 4: school fields

600 500

60 %

1980

1990

2000

2005

2060

2010 2015 YEAR OF CONSUMPTION 4 TAPS

711 MGD

107 MGD

172 MGD 2018

Expiry of Agreement 2061

170 160 150 140

2. floating solar pv’s over reservoirs to reduce evaporation

130 120

GREYWATER RECYCLING

NEWater

100

DEMAND AND SELF SUFFICIENCY

64 MGD

120 MGD

200

Changi NEWater Plant

43 MGD

25 % 40 % 25 % 10% 25 % 5%

300

2030 Scenario Bedok NEWater Plant

107 1191 MGDMGD

400

180

435 MGD

Changi Airport 2018 Scenario 2030

typology 4: school fields

UG Reservoir

200 190 QUANTITY IN LITRES/DAY

Underground Reservoir 2060 typology 4: school fields

700

All buildings recycle GreyWater

typology 3: MLCP

800

120% NEWater

Introduction of Underground Reservoirs

typology 3: MLCP

900

Open Desalination Import Catchment

Open Open Catchment Desalination CatchmentDesalination

NEWater

64 MGD

Water Filteration Plant typology 3: MLCP

3 TAPS

1100 507 MGD 1000

Underground Reservoir 2030

NEWater

2030

DEMAND AND SELF SUFFICIENCY

typology 3: golf courses

115 MGD

NEWater Plant

Current Scenario

Water Filteration Plant

typology 3: golf courses

NEWater Plants

typology 3: golf courses

Open Catchment Import

10 %

Water Filteration Plant Pulau Tekong Desalination PlantCatchment: 34.20 MGD in 24.43km2

typology 2: HDB

Seletar NEWater Plant

Western Catchment

NEWater Desalination

Desalination Plant

typology 2: HDB

Central Catchment

1191 MGD

based on population and food production increase

typology 2: open sports fields

75%

4 TAPS

Reclamation Plants

typology 2: HDB

507 MGD based on population increase and food production

2060

430 MGD

LEGEND typology 2: open sports fields

typology 2: open sports fields

NO PROPOSAL

CURRENT

typology 1: sports complexes

Pulau Ubin Catchment: 14.12MGD in 10.19km2

Kranji NEWater Plant

1. underground reservoir system to minimize loss from catchment

2060

5 %

Jurong Desalination Plant

430 MGD

typology 1: sports complexes

DEMAND AND SELF SUFFICIENCY

Mandai Bus Depot Great Southern Waterfront 2030

based on PUB Data

2030

typology 1: sports complexes

526 MGD

10 %

10 %

2018

Lim Chu Kang Park 2060

Marina East Desalination Plant

typology 1: roads

OUTCOMES

0 MGD

120 % SELF SUFFICIENT

Total Water Demand:

2030

Mount Faber Park 2060

xx.x%

77 MGD

Extrapolation to island scale based on the building program Tuas Megaport

typology 1: roads

119 MGD

2.28 %

323 MGD

32 Building Typologies

typology 1: roads

0 MGD

2030

430 MGD

Jurong Island Catchment: 44.8 MGD in 32km2

0%

CURRENT

60 %

Tuas NEWater Plant

Floating Farms Catchment:0 MGD 109.2 MGD in 78km2

0%

2060

75% SELF SUFFICIENT 100 % SELF SUFFICIENT

NO PROPOSAL

2030

684 MGD

0 MGD

NO PROPOSAL

CURRENT

77 MGD

990.6 MGD

2030 Water Filteration Plant 2060

507 MGD

18.9 %

CURRENT

430 MGD

0 MGD

2060

QUANTITY IN MILLION GALLONS

0%

Desalination

1191MGD

Tuas Desalination Plant

295.7 107 MGD

CURRENT WAT E R 2030

110 Open RAINWATER HARVESTING Catchment 100 90 EFFICIENT FIXTURES

2030

2060

UG Reservoir

100%

NEWater UNDERGROUND RESERVOIR Open Catchment

Underground Reservoirs Desalination

1191MGD

typology 1: sports complexes

typology 2: open sports fields

typology 2: HDB

typology 2: HDB

Desalination Plant

typology 2: open sports fields

NEWater Plant

60 %

2060 NO PROPOSAL

526 MGD

10 %

10 %

typology 2: open sports fields

NEWater

1100

295.7

Water Filteration Plant

typology 2: HDB

2030

0 MGD

xx.x%

711 MGD

119 MGD

64 MGD

typology 1: sports complexes

LEGEND

2.28 %

120 MGD

0 MGD

ater

typology 1: sports complexes

Jurong Desalination Plant

0%

CURRENT

Open Desalination Catchment voirs

0 MGD

FOOD FACTORY

2060

2061

typology 1: roads

0%

2030

nario

typology 1: roads

NO PROPOSAL

CURRENT

25 %

typology 1: roads Great Southern Waterfront

0 MGD

SPORTS AND RECREATION

Floating Farms Catchment: 109.2 MGD in 78km2

5%

NO PROPOSAL

2060

Marina East Desalination Plant

lants

2060

684 MGD

2030 Mount Faber Park

lants

Tuas Megaport 2030

CURRENT

1191 MGD

18.9 %

Jurong Island Catchment: 990.6 MGD 44.8 MGD in 32km2

2060

Plant

84

0 MGD

2030

77 MGD

0%

ROADS AND MOBILITY

Tuas NEWater Plant

100 % SELF SUFFICIENT

Water Filteration Plant

SEAPORT CURRENT

430 MGD

Tuas Desalination Plant

200

UG Reservoir

WATER SITUATION OF SINGAPORE IN 2060

CATCHMENT CAPACITY

DEMAND 6.8 million 1191 MGD (food & population)

LEGEND existing reservoirs (2018) 32 building typologies, food farms & Pv’s (2030)

SUPPLY more UG reservoirs open reservoirs 100% greywater recycling floating farms & PV’s treatment plants

underground reservoirs 2030 underground reservoirs 2060 Desalination plants NEWater plants Treatment plants

SELF SUFFICIENCY 100%

PROPOSAL FOR 100% SELF-SUFFICIENCY OF SINGAPORE IN TERMS OF WATER IN 2030 & 2060

85

11

A SYSTEMS-BASED APPROACH TO SUSTAINABLE BUILDINGS type: studio project (semester 1) | guided by: prof. nirmal kishnani & WOHA architects| team: harsh & nitika The objective of this stage in studio was to study the impact of systems-thinking on ‘built form’ & ‘site planning’. Each group was assigned a development category from the following: Airports, Seaports, Industries, MRT develpments, Roads, Parks & waterboides, Sports Centers & the last was Food Factories. Our goal was to show how ‘AIRPORTS’ can be retrofitted(for existing) or redesigned(for future) to engage all the 5 systems. We were asked to incorporate as many systems as possible and push the limits of systemic engagement. Maximise the synergy and overlap between systems to optimise land use and minimise construction cost. We focused on form, space & site layout and very broadly demonstrated functionality and planning logic without getting into details. We made an attempt to answer the two questions:

1. Where and how are systems integrated?

2. How much does the development category contribute to national targets for the five systems? all airports in singapore

layout of all airports in singapore 1.

Airport vs Total Area

Airports in Singapore

Public Airports

Military Airports

1. Singapore Changi Airport 2. Seletor Airport

3. Changi Airbase 4. Paya Labar Airbase 5. Tengah Airbase 6. Sembawang Airbase 7. Pulao Sudond Airport

86

Changi Airport Site Area: 32.8 Km2

2.

Seletor Airport Site Area: 2.85 Km2

4.

Paya Labar Airbase Site Area: 6.90 Km2

5.

Tengah Airbase Site Area: 7.05 Km2

6.

Sembawang Airbase Site Area: 2.72 Km2

7.

Pulau Sudond Airport Site Area: 0.94 Km2

TYPICAL LAYOUT OF AN AIRPORT: TO UNDERSTAND PLANNING, HEIGHTS & SLOPES 4100

150

400

150

Runway length adjusted as per different aircraft requirement

Runway safety area

Isolation bay

Apron Cargo Green buffer

Fire station Hanger

Terminal

Area always cleared for unterruppted radio signal

Slope of 7:1

Building height shouldn’t exceed beyond this line

Buffer space No structure allowed in this zone

Parking Office

Office

Road

Green buffer

MLCP

Terminal

Apron & aircaft parking

Taxi way

Restricted area 150

150

ATC

CHANGI AIRPORT, SINGAPORE: CONTEXT STUDY & MRT LINE PROPOSAL

EXISTING SITE VIEW WITH TERMINAL BUILDINGS

Existing airport shuttle at T1

Tanah Mehra MRT

Site Area: 32.8 sq km Existing terminals at the airport: 1. Terminal 1 2. Termina 2 3. Terminal 3 4. terminal 4 GFA of existing terminals: 15,00,000 sqm

Proposed airport shuttle for T5

Other facilities at the airport: 1. Jewel GFA: 1,34,000 sqm 2. Cargo & hangers: 5,00,000 sqm 3. Landside GFA: 8,00,000 sqm Current capacity: 65 million Expected capacity: 150 million

Proposed MRT to Terminal 5

EXISTING LAYOUT OF CHANGI AIRPORT

PROPOSED LAYOUT OF CHANGI AIRPORT

3

Cargo complex (T1) Terminal 5

Existing terminals

Landside (T5)

Cargo complex (T5)

2

4

1

Future Land

87

PROPOSED DESIGNS 1. Cargo Building Basement layouts

Solar panel over Cargo building roof Roof level (Solar pv)

Solar panel over hanger roof

Site Plan

Service area for hanger & Cargo offices

Breakout space over Ammenity block Cargo Offices

0.143 TWh

Cargo building

Basement Level (Mushroom farming)

Area allocated for mushroom farming

1.8 MGD

MLCP Food storage

5 sqkm

Hanger

Office space around hanger space

Typical Floor Plan

Warehouse for farming

0

MLCP

Office space around hanger space

Ground Floor

Hanger

MLCP

Cargo building

2. Landside along terminal 5 Basement layouts Office

Parking Solar panel over buildings

Hotel

Food Factory (Rice)

Changi park

Mushroom Production

Solar farm Airport hotels

Aviation facilities

0.6 sqkm

Total site area: 1.4 sqkm / 140 Hectare Ground coverage: 3,50,000 sqm Area for mushroom production: 5 sqkm Area for rice production: 3,60,000 sqm Area for Changi Park: 5,90,000 sqm/59 Hectare

Solar Farm

Site View

Design process for cargo complex & landside 1. Cargo Complex

2. Landside

A. Stage 1

A. Stage 1

MLCP

cargo

original layout

offices hotel

original layout

hanger

B. Stage 2

go

car

B. Stage 2

e

/ CP ML

C. Stage 3

aviation

sid

zoning

ies

nit

e am

ger

han

l&

hote

s

e offic

zoning

rk

al pa

centr

tion

e

sid

avia

in/out

development of roads & infrastructure

development of roads & infrastructure

C. Stage 3 in/out

D. Stage 4

88

final design

1.5 MGD 5.3 sqkm

Site Plan

Aviation Facilities

0.068 TWh

D. Stage 4 final design

3. Apron & canopy details for existing terminals

0.21 MWh 2 MGD 0

20m cantilever

0.75 km2

4. Apron & canopy details for terminal-5 Primary beam (‘I’ Section 2000 x 2000)

Secondary beam (‘I’ Section 600 x 600)

Solar PV

10

3

24

24

0.42 TWh

Primary beam (‘I’ Section 2000 x 2000)

Secondary beam (‘I’ Section 600 x 600) Departure/ Arrival Lvl

1050 MG

5

80

1st Lvl Basement

15

68

0 0

79 445 M

Views of proposed designs 1. canopy detail for existing terminals

445 M

445 M

445 M

2. canopy detail for terminal-5 over apron

3. view of the landside with central park

89

URBAN EMBEDEDDNESS

GREEN

CITY SCALE

Pulau Ubin

BLUE

Tekong Island

GREY

SYSTEMS INTEGRATION

SYSTEM OUTCOMES

21%

Energy

0.94 TWh/year

Singapore

42%

NEIGHBOURHOOD SCALE

31,512 tons Tekong Island Pasir Ris town park Changi Airport

Eastcoast Park

5%

Water

38,70,000 m3

0%

SITE SCALE

Changi beach park

Changi Airport Singapore Expo

existing terminal buildings (T1-T4)

0 km2

5.4%

Food

1.34 km2

Public space

cargo complex

landside central park solar farm

floating solar pv’s food factories terminal 5 (under construction)

PROPOSED ISOMETRIC VEW OF CHANGI AIRPORT 90

apron covered with solar pv canopy

12

A SYSTEMS APPROACH TO RESILIENCE type: studio project (semester 2) | guided by: prof. nirmal kishnani, prof. herbert dreiseitl & WOHA architects STUDIO BRIEF A city is many overlapping and interacting systems; it is, in effect, a system-of-systems. They engage in flows and exchanges, in the production and consumption of resources. In previous semester we studied that the goals of self-reliance, resilience and livability are achievable for Singapore.

This semester we studied emergence through acts of urban symbiosis. The studio focuses specifically on the integration of the human-made (industrial sectors, work-live elements) and natural (ecosystems, biodiversity) working towards the formation of a ‘circular economy’ for the site and, eventually, Singapore.

SITE Sungei Kadut is one of the oldest industrial estates slated to be redeveloped into a key manufacturing center. The aim is to apply

the research done in the past studio and reimagine the estate as a next-generation industrial park where industries are coupled with residential and commercial programs, and work in tandem with natural ecosystems in a symbiotic manner. Its influence areas include the Kranji Marshes, Kranji Reservoir & Sungei Buloh Nature Reserve to the west & the rail corridor, Bukit Timah Nature Reserve & Central Catchment to its east.

Our goal is to allow Sungei Kadut to serve as a link between the larger blue-green networks that run from west to east for nature & biodiversity to flourish & travel through. Students were divided into 5 groups in which 1 group was assigned to work on the overall masterplan and remaining 4 had to explore & detail out typologies for future Sungei Kadut. Our group of 4 people was assigned to protect the ‘existing buildings on site’ by realizing the value of ‘OLD & NEW’ and arguing for ADAPTIVE REUSE. 91

VISION FOR SUNGEI KADUT INDUSTRIAL ESTATE Sungei Kadut - a new generation industrial estate is meant to be a catalyst for circular economy that is intelligent, generative, resilient & beautiful. The key attributes identified for this redevelopment include the following: 1. Living Systems: Responsible for revival of the ecosystem, its integration with the built environment, synergy of systems and most importantly forming closed loop systems of energy, water and materials within the development.

2. Livability, centred around creating a cohesive environment including social stability, community living, recreation & culture.

3. Heritage & Identity: Reimagining SK as a creative hub driven by innovation, originality and a catalyst for change in industrial design. Adaptive re-use of a few significant buildings of site would establish connectivity and a sense of place.

4. Economics: Optimization, value addition and economic viability of the site.

Proposed water networks

blue layer

green layer

Proposed green connectivity from west to east passing through sungei kadut

mobility layer agrotech farms

residential & mixed use

heavy industries light industries

landuse layer 92

PROPOSED MASTER PLAN OF SUNGEI KADUT

93

CIRCULAR ECONOMY: PRINCIPLES OF CLOSED LOOP DESIGN VISION Presently, our society is structured in the form of a linear economic model. Due to this, we irretrievably consume 75% of global resources and generate enormous amounts of waste. Therefore, the need to shift from a linear to an alternative system is becoming inevitable. The concept of a circular economy employs interdependent connections and advocates for resource, redistribution and regeneration. In Sungei Kadut, the industrial ecology is conceived by looking into 3 pillars of circularity: to reduce demand, produce and store, and to recover.

So, ‘What are the design strategies that can be employed to create loops and urban flows and manifest the principles of circularity on site?’ To understand how these take spatial form, we looked into 4 resource recovery systems: Energy, Water, Waste and Nutrients.

UNDERSTANDING CIRCULARITY FLOWS

CIRCULARITY NETWORKS ON SITE

94

CIRCULARITY NETWORKS UNDERGROUND ON SITE

SOME OF THE PROPOSED SYSEMS OF RESOURCE RECOVERY

95

13 TYPOLOGY STUDIES: ADAPTIVE REUSE (old & new + permanent & impermanent) type: studio project (semester 2) | guided by: prof. nirmal kishnani & WOHA architects| team: nitika, samhita & stuti The objective of our group in this stage was to analyze & argue for the ‘value of what’s there through the buildings on site’. Our goal was to evaluate the 400 buildings on site and see what can be retained as Sungei Kadut develops into a ‘next-gen industrial estate’.

We developed a framework to evaluate the potential of buildings on site for adaptive reuse. The buildings were identified based on their economic viability, structural stability, architectural quality and so on. The identified buildings are proposed for adaptive reuse and the designs illustrate the idea of adaptability by taking on new uses & redesigning the street structure that opens itself to public by adding porosity at the ground level & building scale. The overall proposal attempts to provide a direction to restore a part of Sungei Kadut’s history while supporting the evolution of a new town.

TO VALUE WHAT’S THERE: EXISTING BUILDINGS ON SITE

WHY ADAPTIVE REUSE? 1. Economic Value

2. Social Value

History Developer and Construction Expenditure

Customer Rent Expenditure

DEMOLISH

ADAPTIVE RE-USE

Memory, Sentimental Value

DEMOLISH

Small Scale Startup Industries

Lesser footfall and general dissatisfaction

3. Architectural Value BEFORE

engineering consultants

retail construction company

AFTER

exhibition space

96

walking gallery/transition space

exhibition space

public park

Cultural Identity

Lifestyle

ADAPTIVE RE-USE

More people and appealing Higher rate of satisfaction

METHOD TO EVALUATE THE ADAPTIVE REUSE POTENTIAL OF EXISTING BUILT FABRIC ON SITE 1. Typology Analysis

2. Building Analysis

Methodology Adaptive Reuse Analysis

1

Partial Retention Structures

2

Box-Like Massive Structures

3

4

5

6

Architectural Analysis Partial Retention Structures

Small Scale Basic Industrial

Multi-Modular Large Spaces

Decorative Low Rise Structures

Special Buildings

Technical Analysis

1

Economic Consideration

Box-Like Massive Structures

2

Building Condition

Small Scale Basic Industrial

3

Architectural Quality

Multi-Modular Large Spaces

4

Site/Location/ Context

Decorative Low Rise Structures

5

Building Age

Special Buildings

6

1

Economic Consideration

2

Building Condition

3

Architectural Quality

4

Site/Location/ Context

Development Cost

2

Market Value

3

Structural Stability

3

Ease of Retrofitting

2

Scale & Character

2

Aesthetic Quality

1

Historic Value

2 5

Building Position

20 5

Building Age

Historic Value Structural Stability

Derive at Short, Medium and Long for each building

IDENTIFICATION OF SHORT | MID | LONG TERM BUILDINGS IN SUNGEI KADUT

SHORT TERM BUILDINGS Total short term buildings: 77 (25%) Ground Coverage: 388,354 sqm

MID TERM BUILDINGS Total short term buildings: 208 (65%) Ground Coverage: 753,266 sqm

LONG TERM BUILDINGS Total short term buildings: 32 (10%) Ground Coverage: 109,085 sqm

97

MASTER PLAN PHASE DEVELOPMENT 1. MRT Stations

proposed MRT stations underground MRT line overground MRT line

2. Infrastructure & basement phasing

district cooling phase 1 basement phase 2 basement short term buidings mid term buidings more short term buildings

3. Phase development

more long term buildings

Adaptive Reuse Findings

partial retention buidings JTC committed sites

Consolidated Short, Mid, Long Plan

street elevation-1

phase 1 logistic circulation phase 2 logistic circulation

phase-2

long term buidings

phase-1 4. Zoning layout

street elevation-1

light industries heritage town 1 heritage town 2 agrotech medium industries

street elevation-2

heavy industries

street elevation-2

Key plan: Proposed adaptive reuse sites in SK

98

Closer view of the 2 sites

INTERIM LEVEL MASTER PLAN

agrotech industries r

voi

ser

i re

nj kra

mixed use & cultural space

CCK residential area

heavy industries

medium industries

creative & light industries

The larger idea is that Sungei Kadut develops from the east & progresses towards the west adjacent to kranji reservoir. Proposal for the interim phase shows the

‘old buildings’ that adapt to new functions while responding to the new development

99

EXISTING STREET ELEVATION-1: A STUDY OF ADAPTIVE REUSE SITES

11

10

9

8

7

6

5

PROPOSED ELEVATION-1 WITH MOOD IMAGES TO EXPRESS THE URBAN QUALITY & POTENTIAL OF HERITAGE SITES

11. link to park connector

10. public library & co-working space

79

BUILDING EXTERIOR & INTERSTITIAL SPACES 100

9. office & co-working

8. restaurant & gallery

7. shared office space

6. socio-cultural events

5. artist’s workplace

4

4. co-working spaces

3

3. cafeteria

2

2. exhibition space

walking gallery/transition space

1

exhibition space

1. public park

72

101

EXISTING STREET ELEVATION-2: A STUDY OF ADAPTIVE REUSE SITES

10

9

8

7

6

PROPOSED ELEVATION-2 WITH MOOD IMAGES TO EXPRESS THE URBAN QUALITY & POTENTIAL OF HERITAGE SITES

9 & 10. indoor sports centre

BUILDING EXTERIOR & INTERSTITIAL SPACES 102

7 & 8. restaurant & cafeteria

viewing deck & event space

prim

mary road

5

5. public plaza

4

3

2

1

1-4. coworking spaces & retail on lower storey

103

ADAPTIVE REUSE OF SELECTED 4 PARCELS IN SUNGEI KADUT Selected parcels in Sungei Kadut

Existing layout: Parcel 1

Proposed Layout: Parcel 1

parcel 1

parcel 3

parcel 2

parcel 4

Proposed systemic layers exhibition space kranji reservoir park connector

residential cultural centre

blue-green

mobility

public space

landuse

104

access road

Proposed Site Layout with increased access, blue-green connectivity & pubLic space

ANALYSIS OF SOME OF THE ADAPTIVE REUSE BUILDINGS

PHASE DEVELOPMENT & DENSITY OF 4 SELECTED PARCELS IN RELATION TO TIME

PHASE DEVELOPMENT & DENSITY OF THE 4 SELECTED PARCELS

erm

g-t

lon m

ter

dmi m

ter

ort

sh

30

g

tin

s exi pa

rce

l1

60

1-5

ars

ye

ars

ye

ars

ye

ng

sti

exi

pa

rce

l2 pa

rce

l3 pa

rce

l4

105

106

ACADEMIC WORK CEPT, AHMEDABAD, INDIA MASTERS IN ARCHITECTURE (M.ARCH), THEORY & DESIGN 2008-2010

CEPT University was founded in 1962 and is located in the city of Ahmedabad in Gujarat. The school

focuses on understanding designing, planning, constructing & managing human habitats. Its teaching

programs build thoughtful professionals and its research programs encourage holistic development of an individual.

I was a student of the post-graduate program ‘Theory & Design’ that was headed by Prof. Kulbhushan

Jain. The course focused on critically analysing architecture theory, undertanding the process of design and application into design studio.

107

14

AN INQUIRY INTO THE DESIGN PROCESS: kahn’s architecture as a case study type: research thesis | guided by: prof. meghal arya | status: submitted may 2010 | jurer: prof. b.v. doshi & prof. rajan Present study was completed in 8 months & is an attempt towards understanding design as a process and not a mere chance.

Designs are largely influenced by certain design principles that one acquires over a period of time through exploration, discovery & synthesis. A study of these ‘constants’ help to truly conceive the strength of a design. This research is supported by referring to the efforts of architect Louis I. Kahn whose works were rightly an expression of his beliefs. His writings & lectures apart from his built works allow one to read him through & understand design development.

108

H. Leonard Frutcher House (1951-54) Each unit is seperated by a square grid showing remarkable independance of the 3 volumes

Francis Adler House (1954-55) series of independant rooms framed by 1m square piers - shows dynamic composition of solid and void

Trenton Bath House (1954-58) clear distinction of served & servant spaces with hollow columns at corners

ABSTRACT The process of evolution of design is often more relevant than the ultimate result. To be able to understand a design, a firm insight into the underlying principles is essential that also suggests a distinct approach that the designer often follows. The study attempts to identify with a designer’s perspective and the various factors that led to the shaping of his/her beliefs. These factors or ‘circumstances’ in life translate into specific design principles that become constants in their work, and remain fairly independent of the nature of the project in the larger context. The maturity of each concept is analogous to an individual’s development and the reason for precedence of one principle over the other is of less relevance than the growth of each one of it to understand design as a process and not a miracle. The thesis is an enquiry into the subject - ‘if design can be taught?’.

The study attempts to look into the work of a single architect in detail through secondary sources given that most of his work falls outside India. It is structured by analyzing works of architect Louis I. Kahn whose career took shape around the turn of 20th century.

It is centered on the architect’s lifetime of nearly 30 years and the evolution through decades. Kahn was a man with a very strong philosophical background, highly intuitive and for whom, his projects were essectially an expression of his values.

Considering the elusive nature of study, the observations and arguments are not meant to conclude any working technique. It is simply an attempt to understand the effect of various factors that influence a designer’s approach.

109

METHODOLOGY The adopted methodology of the study includes understanding the term design process with an overview on various fields like products, engineering, art and architecture. To move forward, it was important to make a clear distinction between design theory, design methodology & design process. While a theory relates to one’s belief - independent of the nature of work, design methodology explains ‘a way of doing things’ that might include matrixes, flow charts or brainstorming. These are tools that one may employ but are neither essential nor in anyway an analysis of design process. A design process or approach is different for every individual inspite of laying all possible constants. For instance in architecture it could be quality of light, material, structure and so on. The design principles might be same, but the way of expression and hence the final product is always distinct for every designer.

This intuitive potential of a designer answers the ‘implicit nature’ of the process.

The concept of process: A project must be read as a sequence in time. On its own, the finished product doesn’t reveal a designer’s intention or the essence of the project. For them to be perceived it is necessary to look at the process. Representing architecture is not a matter of merely defining the object but of taking stock of the process leading to it. Registering the different stages help us understand the development of the formal operations guided by the mind through a length of time.

Considering the time frame, the research focuses on the life and works of a single architect to provide an insight into the ongoing search of a designer through his works.

Kahn’s early sketch as a student reveals his attention towards the shades of light & shadow. The darker areas reveal the depth & clarity in the human form.

110

Philips Exeter Academy, library: the movement within is directed by the quality of light with book stacks being comparitively darker than the peripheral reading areas lit extensively revealing ‘distinction of light’ based on needs.

FIRST PART of the thesis is the study on the term design process in the field of art, product design & architecture. It investigates the sequence in design development and attempts to identify with the ‘constants’ that often underline the basis of the collective process of design. The first chapter reveals a structure to study a designer’s perspective by reading through one’s lifetime of experiences that have a large influence on one’s personality and beliefs that later find place in their projects.

SECOND PART of the thesis includes the study of Kahn’s background and the major concerns he seeks to deal with through his work.

It includes some part of his experiences with people and places that have been evidently influencial in his growth as an architect.

This study examines the manner in which larger concepts emerged in Kahn’s work and teaching and how it developed as part of his ever-evolving defination of design and were given form in architecture. The design principles are taken as means to understand the process of his approach towards architecture. Four principles are investigated from its genesis to realize its implication on Kahn’s work including: 1. Served & servant spaces 2. Structure as a giver of ‘light’ 3. Sense of order 4. Monumentality THIRD PART involves in depth analysis of the first two shortlisted design principles that reflect evidently in majority of Kahn’s projects. The nature of these principles and their gradual development over a period of time allows one to read through and recognize a certain pattern in the architect’s approach. The analysis is supported by chronological study of his projects along with other influential factors like work, association with people, travel and so on. The intent is not to look for the definate, considering the elusive nature of subject but to recognize a sequence of events leading to formation of certain design principles.

Although it provides an insight into architect’s intentions and purpose, this study is a celebration of the ambigous, undefined and inspired.

1.1 architect’s sketches of IIM Ahmedabad

1.1

1.2

1.2 analytical sketches showing the focus on central open space and play of light & shadow

111

“ the room is so marvelous that its size, its dimension, its walls, its windows, its light - its light, not just light - have an effect on what you say and what you do.� louis kahn

112

113