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
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6380
16
1800 ht
treatment room 1
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ndar
9
4250 6380 4250
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6380 4250 4250
6380
8
4250 7
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14
6380
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nnected
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6380
6380
6830
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4 1.2
10
6380 6380 4250 4250
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1
1 4
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4
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2350
4
23
1
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2 10
1800 ht
5
2000
groundground floor plan floor plan 1.32 4 1:200
34
3 2
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4250
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1
A
2 1
4 1.2
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1
4
4 1.2
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1 1.2
8
1
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4250 6380 4250
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6 6380
7
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3
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4250
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5
4250 6380
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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
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+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
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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
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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.
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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
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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
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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
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CIRCULARITY NETWORKS UNDERGROUND ON SITE
SOME OF THE PROPOSED SYSEMS OF RESOURCE RECOVERY
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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
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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
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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
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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
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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
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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.
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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
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