P O R
T
F O
L
I
O
Nandini Jain
S
INDIA DESIGN - ID 2017
01
Professional Project, Team Work 2017
PROFESSIONAL
E N T C O N T
01
02
GODREJ GOLF LINK - CLUB
03
Professional Project, Team Work 2018 (ongoing)
03
24 AIPUR VILLA Freeance Project, Individual Work 2017
09
04
ACADEMY OF PERFORMING ARTS
11
ACADEMIC - DESIGN
8th Semester Design Thesis (Individual) 2016
05
HOUSE OF FOUR SENSES
15
4th Semester Studio Project (Individual) 2014
06
INTERNATIONAL CENTER OF PHOTOGRAPHY
17
3rd Semester Studio Project (Individual) 2013
07
MEASURED DRAWING - TRADITIONAL MANSION
20
EXTRA CURRICULAR
2nd Semester - Field Trip (Individual) 2013
08
ARCHITECTURAL FICTIONS
21
Workshop by MIT (Team) 2014
09
HANDMADE PROJECTS
22
02
PROFESSIONAL 01 INDIA DESIGN - ID 2017 PROJECT TYPE : Installation Design for a design exhibition ORGANIZATION : M:OFA Studios, Delhi TIME-LINE : Dec’16 to Feb’ 17 LOCATION : NSIC Grounds, Delhi, India
CONCEPT : The Magical Winter Landscape of Delhi There is magic in the air during the winters in Delhi, the flowers of the deepest tones bloom all over and the fog makes it seem magical. However, on the other hand, its a city with alot of urban structures that are made after cutting trees. These structures were a tribute to those deforested cityscapes of Delhi. “Dotting the event’s walkway with structures representing cut tree barks, wrapped with metal-scrap” Individual Role: Involved in conceptualizing the project, with 3D modeling, scripting of forms, form development and dealing with fabricators and coordination, to getting it fabricated and installed on the site before the day of launch of the event.
01
Exploring forms using clay to develop clusters and individual forms
Creating clusters and finalizing the forms of various structures
02
Varying sections of a form were laser cut, assembled on site, with wood infills
03
Conceptual finish and proposed use of the installation
04 FABRICATION & ASSEMBLY Starting off with the basic frame of the laser cut wooden members
Placing the frameworks on the site, over an even platform, to begin the first layer of metal strips
FINAL FINISH OF THE STRUCTURE REPRESENTS THE CHAOS CAUSED BY DEVELOPMENT OF DELHI
Completing the metal cover over the structure
Finishing by criss crossing over the body of the structure
LIGHTING OF THE STRUCTURES AT NIGHT 04
PROFESSIONAL 02 GODREJ GOLF LINK - CLUB PROJECT TYPE: Clubhouse with Golf Links in a Residential township ORGANIZATION: DADA & Partners, Delhi TIME LINE: Nov 2016 - Ongoing LOCATION: Greater Noida, India
Concept The idea was to have a sculptural recreational space, in the heart of township, in line with the site entrance. All angles of this club is visible from all the residential towers and row houses in the project. Double screen system not only gives the building a dynamism in the repetitive surrounding of houses, but also makes it sustainable, quantifiable for LEED accreditation. Individual Role Involved at the DD - design development stage of the project, after municipal drawing approval. Working drawings, General Arrangement Drawings, Detail Drawings, slab profiles, Presentation drawings, 3D visualization, along with dealing and managing all the consultants of the project. Project was at the site, with foundation and basement ready for first slab casting.
Ground Floor Plan
INTERIOR DESIGN FOR POOLSIDE CAFE
INTERIOR VISUALIZATION
FLOOR PLAN OF CAFE
ELEVATION OF LOBBY SIDE WALL
ELEVATION OF POOL SIDE WALL
06
ARCHITECTURE WORK SAMPLES FOR THE GROUND FLOOR SLAB PROFILE MAIN CLUB
NOTE: DRAWING FOR INFORMATION ONLY, UNDER COORDINATION WITH THE STRUCTURE AND MEP CONSULTANTS.
KEY PLAN_MASTER PLAN
NOTE: 1. ALL DIMENSIONS ARE IN MM UNLESS MENTIONED OTHERWISE.ALL COORDINATES ARE IN METERS. 2. NO DIMENSIONS ARE TO BE SCALED FROM THIS DRAWING. 3. CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. 4. THIS BUILDING IS FULLY AIR-CONDITIONED AND MECHANICALLY VENTILATED
IMPORTANT NOTE: ARCHITECTURE DRAWING TO BE READ IN CONJUNCTION WITH THE STRUCTURE DRAWING . ANY DISCREPANCIES IN DRAWINGS TO BE INFORMED TO THE ARCHITECT PRIOR EXECUTION ON SITE.
REVISIONS REV.
DATE
DESCRIPTION
R0
21-05-18
FIRST ISSUE
1.RETAINING WALL THICKNESS TO BE REFEREED FROM THE STRUCTURE DRAWING. 2.EXCAVATION LEVELS FOR FOOTING AND RAFT TO BE REFERRED FROM THE STRUCTURE DRAWING. 3. LEVEL FOR LIFT PIT, SUMPS & DRAINS TO BE REFERRED FROM SEPARATE DRAWING. 4. IN THE SECTIONS, THE BASEMENT FINISH THICKNESS IS 100MM.
78.33 SQ. M 2615 x 4615 MM
KEY PLAN
SCALE 1:8400
1990 x 1900 MM 1900 x 1960 MM
SERVICE CONSULTANT'S :
Consummate Engineering Services (P) Ltd. Noida Office : B - 67, Sector - 67, Noida - 201 301 e mail : mail@cespl.in STRUCTURAL CONSULTANT'S :
V
H
CLIENT:
M/S AR Landcraft LLP Architects
ARCOP ASSOCIATES A-15, PAMPOSH ENCLAVE New Delhi-110 048
PROJECT ARCHITECTS:
DADA
DESIGN AND DEVELOPMENT ATELIER B-99, SUSHANT LOK - 1 GURGAON, HARYANA - 122 001 PHONE - +011 91 0124 4040076
PROJECT:
GODREJ GOLF LINK - MAIN CLUB HOUSE AT PLOT NO. REP.1 SECTOR - 27 GREATER NOIDA,(U.P.) BELONGING TO M/S A R LANDCRAFT LLP
FLOOR PLANS DRAWING TITLE :
GA - GROUND FLOOR PLAN FIRST ISSUE SCALE :
DATE :
DRAWN BY : APPROVED BY : N J
S B
THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE COPIED / REPRODUCED WITHOUT PRIOR PERMISSION.
DRAWING NO : NORTH
200 900 1900
1000
1900 4950
HVAC SHAFT
TOP OF SLAB
BASEMENT - PARKING LEVEL
BASEMENT - PARKING DRAIN LEVEL AS/DETAIL
4950 BASEMENT - PARKING LEVEL
(LVL + 92.25M/ -7750MM) TOP OF SLAB
SECTION B-B'
2. BASEMENT TOP OF SLABS MENTIONED, TO BE READ FROM STRUCTURE DRAWINGS
BASEMENT - PARKING LEVEL
500 TOP OF SLAB
(LVL + 92.25M/ -7750MM)
SECTION A-A'
1. ARCHITECTURE DRAWING TO BE READ I CONJUNCTION WITH THE STRUCTURE DRA ANY DISCREPANCIES IN DRAWINGS TO BE INFORMED TO THE ARCHITECT PRIOR EXE ON SITE.
HVAC SHAFT
3250
3250
BASEMENT - PARKING LEVEL
TOP OF SLAB
IMPORTANT NOTE:
350
(LVL + 95.50M/ - 4500MM)
4950
4950
5150
4950
TOP OF SLAB
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
350
(LVL + 95.50M/ - 4500MM)
2. NO DIMENSIONS ARE TO BE SCALED FROM THIS DRA 3. CONTRACTORS MUST VERIFY ALL DIMENSIONS ON S COMMENCING ANY WORK. 4. THIS BUILDING IS FULLY AIR-CONDITIONED AND MEC VENTILATED
850
(LVL + 98.25M/ - 1750MM)
MAIN CLUB
200 900
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
500
1000
(LVL + 98.25M/ - 1750MM)
450
1500
850
20
20
20
300
16
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
THIS DRAWING IS A "COPYRIGHT". CONTENTS OF THIS OR PART THEREOF MAY NOT BE USED OR REPRODUC THE PERMISSION OF THE ARCHITECT.
500
(LVL + 92.25M/ -7750MM)
SECTION C-C'
SECTION D-D'
REVISIONS
SECTION D-D'
REV.
DATE
DESCRIPTION
R0
24-08-18
FIRST ISSUE
KEY PLAN_MASTER PLAN
REV.
DATE
DESCRIPTION
R0
24-08-18
FIRST ISSUE
730 100
3105
2655 1500
TOP OF SLAB
(LVL + 100.40M/ + 400MM)
1225
2050
1750
(LVL + 94.20M/ - 5800MM) TOP OF SLAB
TOP OF SLAB
(LVL + 92.25M/ - 7750MM)
1750
(LVL + 94.20M/ - 5800MM)
BASEMENT LOBBY
LIFT PIT
LIFT PIT
LIFT LOBBY
SECTION F-F'
250
2650 275
850 3250
750 200 900
200
1900
1000
3200
3000
200 450
200
4950
3250
750 1250
2650
275 1050
200
450
200400
450 3001555
200
2300 700
2700
2600 2800 200
3500
3200
3000
3200 3000
3300
600
1050 275
750 2450
5250
BASEMENT LOBBY
TOP OF SLAB
1950
(LVL + 94.20M/ - 5800MM) TOP OF SLAB
(LVL + 94.20M/ - 5800MM) SECTION B-B'
TOP OF SLAB
(LVL + 92.25M/ - 7750MM)
S B
1905 2300
230
1550
STRUCTURAL CONSULTANT'S :
V
H
300
300
200 3000
2300
WAITING ROOM
CUTOUT IN SLAB
2800
CUTOUT IN SLAB
TOP OF SLAB
3000 BASEMENT LOBBY LEVEL
TOP OF SLAB
(LVL + 94.20M/ - 5800MM)
BASEMENT PARKING LEVEL
TOP OF SLAB
(LVL + 92.25M/ - 7750MM) KEY PLAN
SCALE 1:8400
Consummate Engineering Services (P) Ltd. Noida Office : B - 67, Sector - 67, Noida - 201 301 e mail : mail@cespl.in
SECTION H-H'
08
200 3000
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
3200
CUTOUT IN SLAB
300
(LVL + 97.70M/ - 2300MM)
230
5250 Consummate Engineering Services (P) Ltd. Noida Office : B - 67, Sector - 67, Noida - 201 301 e mail : mail@cespl.in SERVICE CONSULTANT'S :
INTERNAL ROAD LVL
(LVL + 100.00M/ + 0MM)
3300
SCALE 1:8400
SERVICE CONSULTANT'S :
3200
PRO SHOP
TOP OF SLAB
SCALE 1:8400
KEY PLAN
750
1880 300 200
TOP OF CUTOUT
200
200
(LVL + 94.20M/ - 5800MM) KEY PLAN
SERVICE CONSULTANT'S :
3300
FIRST ISSUE
750 200
750 200
1750
DESCRIPTION
200
FIRST ISSUE R0 24-08-18
SECT
SECTION J-J'
151
REV. DATE DESCRIPTION
200 600
TOP OF SLAB
(LVL + 94.20M/ - 5800MM)
SECTION E-E'
2150
24-08-18
BASEMENT LOBBY LEVEL
LIFT PIT
750 200
DATE
R0
(LVL + 97.40M/ - 2600MM)
BASEMENT LOBBY
BASEMENT LOBBY LEVEL
:
REVISIONS
THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE COPIED / REPRODUCED WITHOUT PRIOR PERMISSION.
REV.
600
TOP OF SLAB
(LVL + 97.70M/ - 2300MM) TOP OF SLAB
300
230
: DRAWN BY : APPROVED NORTH THIS DRAWING IS A "COPYRIGHT".BY CONTENTS OF THIS DRAWING
S A SECTION H-H'
FIRST ISSUE REVISIONS
600
LIFT SHAFT BASEMENT LOBBY LEVEL
MP HAL
SQUASH COURT
900
200
200 750
200
THIS DRAWING IS A "COPYRIGHT". CONTENTS THIS DRAWING OR PARTOF THEREOF MAY NOT BE USED OR REPRODUCED WITHOUT OR PART THEREOF MAY NOT BE USED OR PERMISSION REPRODUCEDOF WITHOUT THE THE ARCHITECT. THE PERMISSION OF THE ARCHITECT.
DESCRIPTION
WAITING ROOM
1960
3000
3200
3000
DRAWING 2. BASEMENT TOP DETAILSNO DATE : OF SLABS MENTIONED,
SERVICE LIFT MP HALL STORE/ PANTRY
200
2800 2300 300
200
600
2800 2200
300 200
200
2600 300
SCALE :
MP HALL
450
200
230 200
300
300
300
200
450
100
PRO SHOP
275 995
2. BASEMENT TOP OF SLABS MENTIONED, TO BE READDETAILS FROM STRUCTURE DRAWINGS.
H
(LVL + 97.70M/ - 2300MM)
BASEMENT - PARKING DRAIN LEVEL AS/DETAIL
BASEMENT TOP OF SLAB
SECTION K-K'
300 200
GODREJ GOLF LINK - MAIN CLUB HOUSE INTERNAL ROAD LVL (LVLPLAN_MASTER 0MM) AT PLOT NO. REP.1 SECTOR -KEY 27+ 100.00M/ +PLAN GREATER NOIDA,(U.P.) BELONGING TO NOTE: WAITING ROOM ALL DIMENSIONS ARE IN MM UNLESS MENTIONED OTHERWISE.ALL M/S A R1.LANDCRAFT LLP TOP OF SLAB
300
V
TOP OF SLAB
TOP OF SLAB300
730 200
GROUND FLOOR SLAB PROFILE AT -2600 LEVEL (SHEET 1)
STRUCTURAL CONSULTANT'S :
TOP OF SLAB
TOP OF SLAB MP HALL
OF SLAB- 1850MM) (LVLTOP + 98.15M/ (LVL + 97.40M/ - 2600MM)
SECTION H-H'
GFC - SLAB PROFILE - PHASE 1
SECTION G-G' e mail : mail@cespl.in
(LVL + 100.40M/ + 400MM) (LVL + 99.70M/ -300MM)
LOBBY LEVEL (LVL + 94.20M/ - 5800MM)
PARKING LEVEL
TOP OF SLAB
BASEMENT LOBBY
SECTION G-G'
200
CUTOUT IN SLAB
CUTOUT IN SLAB
TOP OF SLAB 450
(LVL + 97.70M/ - 2300MM)
4950 900 200
250 1750 850
151
200 2150
750 200
5150
4950
200
300 3200
230
SECTION A-A' BASEMENT
SECTION E1-E1'
KEY PLAN_MASTER PLAN
BASEMENT LOBBY
SECTION G-G'
(LVL + 94.20M/ - 5800MM)
WAITING ROOM
SQUASH COURT TOP OF SLAB
CUTOUT IN SLAB
TOILET
100MM SUNK
INTERNAL ROAD LVL 300
(LVL + 97.40M/ - 2600MM)
BASEMENT LOBBY LEVEL
(LVL + 92.25M/ - 7750MM)
READ IN CONJUNCTION WITH ARCHITECTURE GFC TOP BEFORE OF SLAB EXECUTION ON SITE. (LVL + 97.40M/ - 2600MM)
300
300 600
CUTOUT IN SLAB
BASEMENT - PARKING LEVEL
PRO SHOP
5250
300
300
150
STORE/PANTRY
N
730
(LVL + 100.00M/ + 0MM)
1790
2185 1500
CUTOUT IN SLAB
MP HALL
BASEMENT LOBBY
TOP OF SLAB
1750
1550
PROJECT:
KEY PLAN_MASTER PLAN
650
300
2650
300
300 200
200
750
200
900
600 230
TOP OF CUTOUT
Consummate Engineering Services (P) Ltd. Noida Office : B - 67, Sector - 67, Noida - 201 301
SECTION F-F'
450
2800 2200
2800 200
2300
300
200
300 2600 900 2150 151 150 100
24-08-18
3300
650
MP HALL
995 275 300 150
530
600
S B
GOLF COURSE CHANGING ROOM
(LVL + 100.40M/ + 400MM)
(LVL + 100.00M/ + 0MM)
1315
B-99, SUSHANT LOK - 1 GURGAON, HARYANA - 122 001 PHONE 1905 - +011 91 0124 1880 4040076
150
250
300 750 200
DATE
R0
1880 OF SLAB 300TOP200
1550
PRO SHOP INTERNAL ROAD LVL
MAIN CLUB
500
REV.
230
TOP OF CUTOUT
WAITING ROOM
(LVL + 92.25M/ -7750MM) TOP OF SLAB
DRAWING TITLE :
REVISIONS
1905
GOLF COURSE CHANGING
TOP OF SLAB (LVL + 94.20M/ - 5800MM) (LVL + 94.20M/ - 5800MM)
1.RETAINING WALL THICKNESS TO BE REFEREED FROM THE STRUCTURE DRAWING. 2.EXCAVATION LEVELS FOR FOOTING AND RAFT TO BE REFERRED FROM THE STRUCTURE DRAWING. 1.RETAINING WALL THICKNESS TO BE REFEREED FROM THE 1.RETAINING WALL THICKNESS TO BE REFEREED FROM THE 3. LEVEL FOR LIFT PIT, SUMPS & DRAINS TOSTRUCTURE BE REFERRED DRAWING. FROM SEPARATE DRAWING. STRUCTURE 2.EXCAVATION LEVELS FOR FOOTING AND RAFTDRAWING. TO BE 4. IN THE SECTIONS, THE BASEMENT FINISHREFERRED THICKNESSFROM IS THE STRUCTURE 2.EXCAVATION DRAWING. LEVELS FOR FOOTING AND RAFT TO BE 2050 3. LEVEL FOR LIFT PIT, SUMPS & DRAINS TO BE REFERRED REFERRED FROM THE STRUCTURE DRAWING. 1225 100MM. 2050 5. GROUND FLOOR TOILET SLAB CUTOUTS FROM INDICATIVE ONLY,DRAWING. SEPARATE TOP OF SLAB 3. LEVEL FOR LIFT PIT, SUMPS & DRAINS TO BE REFERRED 300 REFER TO TOILET DETAIL DRAWINGS FOR EXACT LOCATIONS 4. IN THE SECTIONS, THE BASEMENT FINISH THICKNESS IS (LVL + 100.40M/ + 400MM) FROM SEPARATE DRAWING. 300 6. PLANTER DETAILS AS PER LANDSCAPE. 100MM. BACK OFFICE 150 4. IN THE SECTIONS, THE BASEMENT FINISH THICKNESS IS 7. FILL DETAILS AS PER STRUCTURE DRAWINGS. INTERNAL ROAD LVL 5. GROUND FLOOR TOILET SLAB CUTOUTS INDICATIVE ONLY, 100MM. BACKUPSTANDS OFFICE & OTHER INFORMATION 8.150 LANDSCAPE PLANTERS, (LVL + 100.00M/ + 0MM) REFER TO TOILET DETAIL DRAWINGS FOR EXACT LOCATIONS 5. GROUND FLOOR TOILET SLAB CUTOUTS INDICATIVE ONLY, IS INDICATIVE. LANDSCAPE GFC INCLUDING6.INFORMATION ON AS PER LANDSCAPE. PLANTER DETAILS REFER TO TOILET DETAIL DRAWINGS FOR EXACT LOCATIONS CUTOUTS, UPSTANDS, LIGHT POINTS, DRAINAGE TO BE 7. FILL ETC. DETAILS AS PER STRUCTURE DRAWINGS. 6. PLANTER DETAILS AS PER LANDSCAPE. READ IN CONJUNCTION WITH ARCHITECTURE GFC BEFOREPLANTERS, UPSTANDS 8. LANDSCAPE & OTHER INFORMATION SQUASH EXECUTION ON SITE. FILL DETAILS AS PER STRUCTURE DRAWINGS. IS INDICATIVE. LANDSCAPE GFC 7. INCLUDING INFORMATION ON COURT CUTOUTS, UPSTANDS, LIGHT POINTS, DRAINAGE PLANTERS, ETC. TO BE UPSTANDS & OTHER INFORMATION 8. LANDSCAPE TOP OF SLAB ENTRANCE SQUASH READ IN CONJUNCTION WITH ARCHITECTURE GFC BEFORE IS INDICATIVE. LANDSCAPE GFC INCLUDING INFORMATION (LVL + 98.25M/ ON - 1750MM) COURT EXECUTION ON SITE. CUTOUTS, UPSTANDS, LIGHT POINTS, DRAINAGE ETC. TO BE ENTRANCE
TOP OF SLAB
BASEMENT LOBBY
3300
2300 300
200 750
3200
3000
150 300
100
2600200
900
300 2650
1000 4950
150
750 200
250 1750
750 200
850
3300
750
TOP OF SLAB
LIFT LOBBY
DRAW
DATE :
PROJECT ARCHITECTS:
200 900
LEVEL 500
600
BASEMENT LOBBY
3200
SHAFT
600
750
3200
(LVL + 97.40M/ - 2600MM)
3000
3200
3000
TOP OF SLAB
300
3000
TOP OF SLAB
300
200 500
150
750 200
250
1750
MP HALL
TOP OF SLAB
TOP OF SLAB(LVL + 98.25M/ - 1750MM)
(LVL + 97.40M/ - 2600MM) 600
3000
300
300 450
200
200 2800 200 3000
3250
3250
750 200
TOP OF SLAB
850 650 200 500
1750 850
MP HALL
750
900 150
200 500
150 250
900 150 6050
INTERNAL ROAD (LVL LVL + 100.25M/ + 250MM) SQUASH INTERNAL ROAD LVL COURT ENTRANCE (LVL + 100.00M/ + 0MM)
(LVL + 100.00M/ + 0MM)
(LVL + 98.25M/ - 1750MM)
600
1225
BACK OFFICE
TOP OF SLAB(LVL + 100.40M/ + 400MM)
(LVL + 94.20M/ - 5800MM)
BASEMENT LIFT LOBBY
BASEMENT LOBBY
SECTION F-F'
TOP OF SLAB
1900
BASEMENT LOBBY
BASEMENT - PARKING LEVEL
2050
TOP OF SLAB
150 (LVL + 100.40M/ + 400MM) TOP OF SLAB (LVL + 100.25M/ + 250MM) TOP OF SLAB
200 1900 4950
900 150
275
1600
200
6050
SCALE :
100
READ FROM STRUCTURE DRAWINGS. BASEMENT THIS DRAWING IS A "COPYRIGHT". CONTENTS OFTO THISBE DRAWING PARKING LEVEL WITHOUT OR PART THEREOF MAY NOT BE USED OR REPRODUCED THE PERMISSION OF THE ARCHITECT.
TOP OF SLAB
300
(LVL + 97.40M/ - 2600MM)
STAIRCASE 08 (AS PER DETAIL)
6050
600
600
LIFT SHAFT
250
900
4950
3250
3250
TOP OF SLAB
1900
MP HALL
300
3000
200
KIOSK
(LVL + 98.25M/ - 1750MM)
600
LIFT 300 LOBBY
LIFT PIT
1225
KIOSK CUTOUT IN SLAB
BASEMENT LOBBY BASEMENT LOBBY LEVEL
CLIENT:
1. ARCHITECTURE DRAWING TO BE READ IN 350 IMPORTANT . NOTE: CONJUNCTION WITH THE STRUCTURE DRAWING 1. ARCHITECTURE DRAWING TO BE READ IN ANY DISCREPANCIES DRAWINGS TO BE HVACINSHAFT CONJUNCTION WITH THE STRUCTURE DRAWING . 1. ARCHITECTURE DRAWING TO BE READ IN INFORMED TO THE ARCHITECT PRIOR EXECUTION ANY DISCREPANCIES IN DRAWINGS TO BE HVAC SHAFT BASEMENT CONJUNCTION WITH THE STRUCTURE DRAWING . ON SITE. INFORMED LOBBY LEVEL ANY DISCREPANCIES IN DRAWINGS TO BETO THE ARCHITECT PRIOR EXECUTION FIRST ISSUE TOP OF SLAB TOP OF SLAB ON SITE.EXECUTION INFORMED PRIOR 2. BASEMENT TOP OF SLABS MENTIONED, DETAILSTO THE ARCHITECT (LVL + 94.20M/ - 5800MM) (LVL + 94.20M/ - 5800MM) ON SITE. TO BE READ FROM STRUCTURE DRAWINGS.
350
- PARKING (LVL +BASEMENT 92.25M/ - 7750MM)
TOP OF SLAB
900 150
450
450
200
200 2700 200
CUTOUT IN SLAB
PASSENGER LIFT
STAIRCASE 08 (AS PER DETAIL)
LIFT SHAFT
NOTE: GOLF COURSE
500
TOP OF SLAB
TOP OF SLAB
250 150 850 1750 200 300 2800 850 1750 250 2200 450 750 200 500 300 200 200 2650
300
450
700 750
1555 450
200 750 3305
3500
5300
3300
3000
3200
750
200
2800
200
4950
300
200
2650
1250
275 1050
200
450
2700
200
600
3000
4950 3200
900 200
2650 400 200 2600
1050 275
2650 200
2450
4950
5150
300
200
750
1950
1750
FIRST ISSUE
THIS DRAWING IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE COPIED / REPRODUCED WITHOUT PRIOR PERMISSION.
DADA MAIN CLUB DESIGN AND DEVELOPMENT ATELIER
GROUND FLOOR TOILET SLAB CUTOUTS BASEMENT - PARKING LEVEL
INTERNAL ROAD LVL
300
MP HALL
250
TOP OF POOL SLAB DECK
850
2650
200 900
850 1900
1000
4950
(LVL + 95.50M/ - 4500MM)
(LVL + 95.50M/ - 4500MM)
D-D' (LVL + 92.25M/ -7750MM) (LVLSECTION + 92.25M/ -7750MM)
(LVL + 100.25M/ + 250MM)
600
1900
1900
1900
1000
HVAC SHAFT
(LVL + 92.25M/ -7750MM)
(LVL + 100.00M/ + 0MM)
PASSENGER LIFT
100MM SUNK
2400 1900
250
INTERNAL ROAD LVL
POOL DECK(LVL + 100.00M/ + 0MM)
1750
200
1750
250
200
250 850
200 900
300 300
2650
1750
100
2600
300
900
2600
900
1000
1000
4950
TOP OF SLAB
1750
2650
200
1050 275 750 200
4950
5150
4950
3250
750
200
250 1750 850
2800 2200 200
1750
150 300
150
150 100
300
200
2600
2650
2650
850
200 900
1900
200 900
850 4950
350
TOP OF SLAB
(LVL + 100.40M/ + 400MM)
2655
1500
300
2700
400 3200
3200 TOP OF SLAB
1500
(LVL + 97.40M/ - 2600MM) TOP OF SLAB (LVL + 97.40M/ - 2600MM)
CHANGING 1. ALL DIMENSIONS ARE IN MM UNLESS MENTIONED OTHERWISE.ALL CUTOUT IN CUTOUT IN SLAB SLAB COORDINATES ARE IN METERS. ROOM TOP OF SLAB COORDINATES ARE IN METERS. 2. NO DIMENSIONS ARE TO BE SCALED FROM THISNOTE: DRAWING. GOLF COURSE (LVL + 98.25M/ - 1750MM) 97.70M/ - 2300MM) 2. NO DIMENSIONS ARE TO BE SCALED FROM (LVL THIS +DRAWING. 3. CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE BEFORE CHANGING 1. ALL DIMENSIONS ARE IN MM UNLESS3.MENTIONED OTHERWISE.ALL CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. ROOM TOP OF SLAB TOP OF SLAB COORDINATES ARE IN METERS. COMMENCING ANY WORK. 4. THIS BUILDING IS FULLY AIR-CONDITIONED AND MECHANICALLY 2. NO DIMENSIONS DRAWING. (LVL + 97.40M/ - 2600MM) + 97.40M/ - 2600MM) THISTHIS BUILDING IS FULLY AIR-CONDITIONED (LVL AND MECHANICALLY VENTILATED 230 ARE TO BE SCALED4.FROM CUTOUTON IN SITE BEFORE 3. CONTRACTORS MUST VERIFY ALL DIMENSIONS VENTILATED SLAB COMMENCING ANY WORK. 4. THIS BUILDING IS FULLY AIR-CONDITIONED AND MECHANICALLY IMPORTANT NOTE: VENTILATED IMPORTANT NOTE:
(LVL + 97.40M/ - 2600MM)
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
TOP OF SLAB
200
150 300
2600 300
850 200
650
750
850
200 500
4950
3000
3200
100
200
250
2650
900 1750
200
1750
1750
250
750 200
250
150
2650
850
6050
1900
200 900
275
1600
4950
1000
200
1250
2650 200
200
275 1050
450
400 2600
2700 600
200 3200 1950 300
300
450
200
5485 750 200 900
600
3300
3000
151 2150 750 200 5250
(LVL + 92.25M/ - 7750MM)
SECTION E1-E1'
SECTION E1-E1' 1.RETAINING WALL THICKNESS TO BE REFEREED FROM THE STRUCTURE DRAWING. 2.EXCAVATION LEVELS FOR FOOTING AND RAFT TO BE REFERRED FROM THE STRUCTURE DRAWING. 3. LEVEL FOR LIFT PIT, SUMPS & DRAINS TO BE REFERRED
300
1750 900250 200
250 1750
200
3250
TOP OF SLAB
TOP OF SLAB
(LVL + 94.20M/ - 5800MM)
2655
3105
1750
SECTION E1-E1'
100MM SUNK TOILET
3000
2700
BASEMENT LOBBY
(LVL + 92.25M/ - 7750MM)
SECTION E-E'
1000 4950
BASEMENT LOBBY
GROUND FLOOR SLAB PROFI -2600 LEVEL (SHEET 2)
S ADECK POOL
SECTION J-J'
2400 1900
250
SECTION D-D' SECTION D-D'
KIOSK
1750
SECTION E-E'
REVISIONS
TOP OF SLAB
(LVL + 98.25M/ - 1750MM)TOP OF SLAB
(LVL + 95.50M/ - 4500MM)
500
500
STAIRCASE 08 (AS PER DETAIL)
1950
BASEMENT LOBBY
400
200
400 3200
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
(LVL + 94.20M/ - 5800MM)
BASEMENT LOBBY
2600
2600 300
1950
SECTION E-E' SECTION D-D'
SECTION D-D'
BASEMENT LOBBY LEVEL
300
M/S AR Landcraft LLP
(LVL + 100.40M/ + 400MM)
TOP OF SLAB
(LVL + 98.25M/ - 1750MM)
TOP OF SLAB
3105
730 100
TOILET
(LVL + 97.40M/ - 2600MM)
2450
2800 2200
2600
200
TOP OF SLAB
750
750
600
750 2450
300
300
INTERNAL ROAD LVL
(LVL + 100.00M/ + 0MM)
3000
450
600
600
(LVL + 100.00M/ + 0MM)
MP HALL
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
200
TOP OF SLAB
(LVL + 100.40M/ + 400MM)
TOP OF SLAB 300 (LVL + 100.40M/ + 400MM) INTERNAL ROAD LVL
WAITING ROOM
CHANGING ROOM
TOP OF SLAB
1500
CUTOUT IN SLAB
PASSENGER LIFT
TOILET
450
300
300
200
450
2800 2200
750
200
750
2. BASEMENT TOP OF SLABS MENTIONED, DETAILS TO BE READ FROM STRUCTURE DRAWINGS. BASEMENT LOBBY
INTERNAL ROAD LVL
(LVL + 100.00M/ + 0MM)
WAITING ROOM
GOLF+ COURSE (LVL + 100.00M/ 0MM)
2655 730
300
BASEMENT LOBBY THIS DRAWING IS A "COPYRIGHT". CONTENTS OF THIS DRAWING OR PART THEREOF MAY NOT BE USED OR REPRODUCED WITHOUT THE PERMISSION OF THE ARCHITECT.
500
3105
100MM SUNK
1950
TOP OF SLAB
(LVL + 92.25M/ -7750MM)
BASEMENT - PARKING LEVEL LEVEL
100 TOP OF SLAB
(LVL + 100.40M/ + 400MM)
MP HALL
INTERNAL ROAD LVL
TOP OF SLAB
(LVL + 100.00M/ + 0MM) (LVL + 100.25M/ + 250MM) INTERNAL ROAD LVL
TOP OF SLAB
TOP OF SLAB
HVAC SHAFT
BASEMENT - PARKING
730 200
PRO SHOP
POOL (LVL DECK+ 100.25M/ + 250MM)
(LVL + 97.40M/ - 2600MM)
350
250
TOP OF SLAB
TOP OF SLAB
INTERNAL ROAD LVL
(LVL + 98.25M/ - 1750MM)
350
2400 1900
SECTION SECTION D-D' D-D'
300
(LVL + 92.25M/ -7750MM)
DRAWING TITLE :
SECTION E-E' LOBBY LEVEL
SECTION L-L'
1190
600
TOP OF SLAB
A-15, PAMPOSH ENCLAVE New Delhi-110 048
250
500
TOP OF SLAB
PRO SHOP
600 LIFT SHAFT
BASEMENT LOBBY LEVEL
TOP OF SLAB
H
600
MP HALL TOP OF SLAB
SECTION E-E' Architects
HVAC SHAFT
TOP OF SLAB
2450
500
1900
1600
200 900
1600 275
1900
BASEMENT - PARKING LEVEL
100
300 200 300
300
300
200
450
2800 2200 200
750
300
2650
250 1750
275
1600
850
705
200 750
200
275
1605
2650
1250
2650
200
275 1050
4950
3250
2750
4950
150 300
200
600
TOP OF SLAB
SECTION D-D' (LVL + 92.25M/ -7750MM) (LVL + 92.25M/ -7750MM)
730 200
TOP OF SLAB
GODREJ GOLF LINK - MAIN CLUB H NO. REP.1 SECTOR - 27 GREATER NOIDA,(U.P.) BELONGIN M/S A R LANDCRAFT LLP
TOP OFAT SLAB PLOT
(LVL + 94.20M/ - 5800MM) BASEMENT LOBBY
BASEMENT LOBBY
POOL DECK
300
(LVL + 98.25M/ - 1750MM) TOP OF SLAB (LVL + 97.70M/ - 2300MM)
ARCOP ASSOCIATES
(LVL + 100.00M/ + 0MM)
B-99, SUSHANT LOK - 1 GURGAON, HARYANA - 122 001 PHONE - +011 91 0124 4040076
300
TOP OF SLAB
(LVL + 97.40M/ - 2600MM) (LVL + 100.00M/ + 0MM)
1950
TOP OF SLAB
(LVL + 92.25M/ -7750MM)
BASEMENT - PARKING LEVEL
(LVL + 95.50M/ - 4500MM)
TOP OF SLAB
GOLF COURSE CHANGING ROOM
HVAC SHAFT
(LVL + 95.50M/ - 4500MM)
730
1. ARCHITECTURE DRAWING TO BE READ IN 600 . 300 CONJUNCTION WITH THE STRUCTURE DRAWING MP HALL ANY DISCREPANCIES IN DRAWINGS TO BE INFORMED TO THE ARCHITECT PRIOR EXECUTION 300 ON SITE.
WAITING ROOM
350
250
GOLF COURSE CHANGING ROOM
SECTION C-C' SECTION C-C'
100
300 2600
IMPORTANT NOTE:
TOP OF SLAB
TOP OF SLAB
TOP OF SLAB
BASEMENT - PARKING LEVEL
230
LIFT PIT
(LVL + 100.25M/ + 250MM)
POOL DECK
(LVL + 92.25M/ -7750MM)
SHOP PLAN KEYPRO PLAN_MASTER
WAITING ROOM
600 BASEMENT LOBBY
(LVL + 97.40M/ - 2600MM)
4950
200 4950
4950
4950
200
200
750 430 1250
275 1050
750 1250
2650 200
2650
1050200 275
1050 275
2650 275 1050
2650 200
2650
1050 275
200 4950
300
300 900
200
2800 200
600 MPHVAC HALLSHAFT 300
3250
4950
300
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
2400 1900
250
250
SLAB PROFILE & CUTOUTS : -2600 LEVEL
SECTION C-C'
300
CHANGING ROOM
(LVL + 98.25M/ - 1750MM) TOP OF- 1750MM) SLAB (LVL + 98.25M/
(LVL + 97.40M/ - 2600MM)
LEVEL
1. ALL DIMENSIONS ARE IN MM UNLESS MENTIONED OTHERWISE.ALL COORDINATES ARE IN METERS. 2. NO DIMENSIONS ARE TO BE SCALED FROM THIS DRAWING. 3. CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. 4. THIS BUILDING IS FULLY AIR-CONDITIONED AND MECHANICALLY WAITING ROOM VENTILATED MP HALL
300
INTERNAL ROAD LVL
GOLF+ COURSE (LVL + 100.00M/ 0MM)
TOP OF SLAB
730 200
PRO SHOP
MP HALL
TOP OF SLAB
TOP OF SLAB
BASEMENT - PARKING BASEMENT LEVEL - PARKING
DRAIN AS/DETAIL
(LVL + 97.40M/ - 2600MM) (LVL + 97.40M/ - 2600MM) DADA DESIGN AND DEVELOPMENT ATELIER
600
3200
4950
WAITING ROOM
350
200
BASEMENT PARKING LEVEL
2400 1900
250
POOL DECK
INTERNAL ROAD LVL
(LVL + 100.00M/ + 0MM) (LVL + 100.25M/ + 250MM)
(LVL + 95.50M/ - 4500MM)
SECTION B-B' B-B' SECTION
730 200
250
(LVL + 100.25M/ + 250MM) POOL DECK
TOP OF SLAB
(LVL + 98.25M/ - 1750MM)
BASEMENT - PARKING LEVEL
NOTE: PRO SHOP
450
300
2800
MP HALL
(LVL + 95.50M/ - 4500MM)
3250
FILL
VOID
V
(LVL + 94.20M/ - 5800MM)
100
2140
200 200
250 850
200 4950
5150
300
300
200
300
730 200
450
2650
GOLF COURSE CHANGING ROOM
1000
TOP OF SLAB
PRO SHOP
450
300 200
250
200 850
200 900
2800
1750 HVAC SHAFT
200
1900
1900
(LVL + 97.40M/ - 2600MM)
350
(LVL + 95.50M/ - 4500MM)
50
2360 180
330
395
200
2650
1750
1750 850 5150
4950
5150
390
105 150 300
200 900
TOP OF SLAB
1000
TOP OF SLAB
TOP OF SLAB
(LVL + 98.25M/ - 1750MM)
BASEMENT LOBBY LEVEL
TOP OF SLAB INTERNAL ROAD LVL
850
(LVL + 97.40M/ - 2600MM)
100
300 2600
900
200
250 1750 850
2650
GOLF COURSE CHANGING ROOM
1500
1550 360
415 118 755
835
2575
250
200
250 1750
2650
850
200
815
600 275
TOP OF SLAB
250
INTERNAL ROAD LVL
(LVL + 100.00M/ + 0MM)
TOP OF SLAB
MAIN CLUB
2400 1900
TOP OF SLAB
TOP OF SLAB
(LVL + 100.25M/ + 250MM)
500
LEVEL
SECTION B-B'
POOL DECK
SQUASH COURT
1960
TOP OF SLAB
FILL
300
PROJECT: (LVL + 95.50M/ - 4500MM)
PRO SHOP200 ROOM2300
2150
TOP OF SLAB
300
300 200
4430 310
TOP OF UPSTAND -2400 WIDTH - 200MM
120
50
SECTION A-A'
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
LIFT
(LVL + 92.25M/ - 7750MM)
POOL DECK
Architects
ARCOP ASSOCIATES
PAMPOSH ENCLAVE TOP OFA-15, SLAB
TOP OF New-Delhi-110 048SLAB (LVL + 98.25M/ 1750MM) (LVL + 98.25M/ - 1750MM) SLAB ARCHITECTS: WAITING ROOM TOP OFPROJECT TOP OF SLAB
GFC - SLAB PROFILE - PHASE
TOP OF SLAB
TOP OF -SLAB (LVL + 98.25M/ 1750MM) (LVL + 100.40M/ + 400MM)
STRUCTURAL CONSULTANT'S MP HALL WAITING ROOM :
LVL - 750
500
BASEMENT - PARKING DRAIN BASEMENTAS/DETAIL - PARKING LEVEL
LEVEL
2400 1900
Engineering Services (P) Ltd. Noida Office : B - 67, Sector - 67, Noida - 201 301 e mail : mail@cespl.in SERVICE
STORE/ PANTRY
MP HALL
600
850
1740
(LVL + 92.25M/ -7750MM)
(LVL + 100.25M/ + 250MM) INTERNAL ROAD LVL
500
450
BASEMENT - PARKING DRAIN LEVEL AS/DETAIL
250 730 200
(LVL + 100.00M/ + 0MM)
1882 450
1500
SECTION A-A' SECTION A-A'
(LVL + 98.25M/ - 1750MM)
450
2800 200 750
300 3200
325 250
2930 1825 450 400
580 90
580
2155
1500
TOP OF SLAB
TOP OF SLAB
1950
(LVL + 92.25M/ -7750MM)
POOL DECK
CUTOUT IN SLAB
6050
1880 25230
2050
PLANTER AS/LANDSCAPE
300
BASEMENT - PARKING BASEMENT - PARKING LEVEL
(LVL + 92.25M/ -7750MM)
GOLF COURSE CHANGING ROOM
450
1500
BASEMENT - PARKING LEVEL
TOP OF SLAB
18045
TOP OF SLAB
TOP OF SLAB
(LVL + 97.70M/ - 2300MM)
230
PRO SHOP
200 Consummate 300
3200
2410
GOLF COURSE CHANGING ROOM
300
TOP OF SLAB
INTERNAL ROAD LVL
WAITING ROOM
CUTOUT IN SLAB
TOP OF SLAB
VOID
500
SHEAR WALL
300
375
(LVL + 100.00M/ + 0MM)
CUTOUT IN SLAB
INTERNAL ROAD LVL
(LVL + 100.00M/ + 0MM)
SERVICE CONSULTANT'S :
INTERNAL ROAD LVL
850
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
(LVL + 100.25M/ + 250MM)
TOP OF SLAB
POOL DECK
FILL
(LVL + 100.00M/ + 0MM) (LVL + 100.00M/ + 0MM)
REFLECTING
SECTION C-C'
1950
ROOM
TOP OF SLAB
(LVL + 98.25M/ - 1750MM)
(LVL + 97.40M/ - 2600MM)
1817
600
1995 300 150
200
POOL MP HALL
3200
TOP OF SLAB
TOP OF SLAB
TOP OF SLAB (LVL + 97.40M/ - 2600MM)
185 VOID
610
1160
LIFT LOBBY BASEMENT - PARKING LEVEL
730 200
SCALE 1:8400
230 200 (LVL + 100.00M/ + 0MM)
(LVL + 98.25M/ - 1750MM)
250
POOL DECK
POOL DECK
GOLF COURSE CHANGING ROOM
PRO SHOP INTERNAL ROAD LVL ROAD LVL M/SINTERNAL AR Landcraft LLP
FILL
SECTION F-F'
750
TOP OF SLAB
(LVL + 98.25M/ - 1750MM) (LVL + 98.25M/ - 1750MM)
1080
GOLF COURSE CHANGING ROOM
TOP OF SLAB (LVL + 100.25M/ + 250MM) (LVL + 100.25M/ + 250MM) CLIENT:
SQUASH COURT
(LVL + 94.20M/ - 5800MM)
KEY PLAN
275 995
PRO SHOP
2150
770
POOL DECK
POOL DECK
POOL DECK
GOLF COURSE CHANGING ROOM
KIOSK
STAIRCASE 08 (AS PER DETAIL)
850
POOL DECK
POOL DECK TOP OF SLAB
INTERNAL ROAD LVL GOLF COURSE
(LVL + 100.00M/ + 0MM) CHANGING
LIFT PIT
1880 300 200
1550
(LVL + 94.20M/ - 5800MM)
850
850
CUTOUT IN SLAB
VOID
TOP OF SLAB
SECTION B-B'
(LVL + 92.25M/ - 7750MM)
H
TOP OF SLAB
(LVL + 100.40M/ + 400MM) TOP OF SLAB
2150
INTERNAL ROAD LVL
+ 100.00M/ + 0MM) (LVL + 100.00M/ +(LVL 0MM) (LVL + 100.25M/ + 250MM)
250
230
S
DRAWN 1080 BY : APPROVED BY :
SHEAR WALL
1790
2300 TOP OF CUTOUT
1950
TOP OF SLAB(LVL + 100.25M/ + 250MM)
(LVL + 100.25M/ + 250MM) INTERNAL ROAD LVL
1080
POOL DECK
BASEMENT
TOP OF SLAB
SECTION A-A'
MAIN CLUB
1080
BASEMENT - PARKING DRAIN LEVEL AS/DETAIL
(LVL + 94.20M/ - 5800MM)
BASEMENT LOBBY LEVEL
1100
TOP OF SLAB
TOP OF SLAB
BASEMENT - PARKING LEVEL
TOP OF SLAB
(LVL + 92.25M/ -7750MM)
SECTION H-H'
TOP OF UPSTAND -2400 WIDTH - 200MM
(LVL + 97.70M/ - 2300MM)
730 200
1500
BASEMENT LOBBY
730 200
2240
425
TOP OF SLAB
(LVL + 100.25M/ + 250MM)
615 1260
2820
V
2655850
TOP OF SLAB
570
3860 1340
BASEMENT LOBBY
SECTION E1-E1'
K
SECTION B-B'
SERVICE CONSULTANT'S :
SECTION J-J'
(LVL + 97.40M/ - 2600MM)
725
3105
SECTION K-K' SECTION H-H'
TOP OF SLAB
860
730
1070
1905
700
TOP OF SLAB
(LVL + 92.25M/ -7750MM)
SECTION A-A'
Consummate Engineering Services (P) Ltd. Noida Office : B - 67, Sector - 67, Noida - 20 e mail : mail@cespl.in
2800
4580
PIT
CUTOUT IN SLAB
(LVL + 94.20M/ - 5800MM)
INTERNAL ROAD LVL
1625
BASEMENT - PARKING DRAIN LEVEL AS/DETAIL
600
BASEMENT LOBBY LEVEL
3200
2090 2930
375
1600
LIFT SHAFT BASEMENT LOBBY LEVEL
BASEMENT PARKING LEVEL
850
TOP OF UPSTAND -2400 WIDTH - 200MM
2468
250
600
CUTOUT IN SLAB
TOP OF SLAB
(LVL + 100.40M/ + 400MM)
150
175
2400 1900
230
SECTION E-E' LIFT
2150
300
550
2525
300
(LVL + 100.00M/ + 0MM)
4550
RAMP
200
BASEMENT LOBBY LEVEL
200
3625
SQUASH COURT
1960
600
BASEMENT LOBBY
TOP OF SLAB
FIRST STEP OF STAIRCASE
SERVICE WAITING ROOM LIFT
STORE/ PANTRY
600
TOP OF SLAB
RAMP LANDING
770
200
TOP OF SLAB
(LVL + 95.50M/ - 4500MM)
500
SECTION D-D'
1.RETAINING WALL THICKNESS TO BE REFEREED FROM THE100 POOL DECK DRAWING. 2.EXCAVATION LEVELS FOR FOOTING AND RAFT TO BE (LVL + 100.00M/ + 0MM) REFERRED FROM THE STRUCTURE DRAWING. TOP OF SLAB PASSENGER TOILET PRO SHOP + 100.40M/ + 400MM) & DRAINS TO BE REFERRED 3. LEVEL FOR(LVL LIFT PIT, SUMPS LIFT 100MM SUNK GOLF COURSE GOLF COURSE FROM SEPARATE DRAWING. CHANGING CHANGING INTERNAL ROAD ROOM 4. IN THE SECTIONS, THELVL BASEMENT FINISHROOM THICKNESS IS (LVL + 100.00M/ + 0MM) TOP OF SLAB 300 300 100MM. (LVL + 98.25M/ - 1750MM) 5. GROUND FLOOR TOILET SLAB CUTOUTS INDICATIVE ONLY, TOP OF SLAB REFER TO TOILET DETAIL DRAWINGS FOR EXACT LOCATIONS (LVL + 97.40M/ - 2600MM) TOP OF SLAB 1190 13156. PLANTER 995 275 1790 DETAILS2185 AS PER LANDSCAPE. (LVL + 100.40M/ + 400MM) 450 WAITING ROOM MP HALL 300 1500 AS PER STRUCTURE DRAWINGS. 7. FILL 150DETAILS TOP OF SLAB MP HALL 600 530 150 300 600 8. LANDSCAPE PLANTERS, UPSTANDS & OTHER INFORMATION 1900 (LVL + 99.70M/ -300MM) TOP OF SLAB (LVLLANDSCAPE + 97.40M/ - 2600MM) IS INDICATIVE. GFC INCLUDING INFORMATION ON SQUASH COURT TOP OF SLAB CUTOUTS, UPSTANDS, LIGHT POINTS, DRAINAGE ETC. TO BE (LVL + 97.70M/ - 2300MM) 600 300 MP HALL TOP OF SLAB LIFT STORE/PANTRY READ IN CONJUNCTION WITH ARCHITECTURE GFC BEFORE300 (LVL + 98.15M/ - 1850MM) SHAFT TOP OF SLAB EXECUTION ON SITE. (LVL + 97.40M/ - 2600MM)
TOP OF SLAB
2250
595
175
200
2300
2800
2150
200
1395 560
5250
BASEMENT LOBBY LEVEL
300
MP HALL
MP HALL
11028
FIRST ISSUE
(LVL + 97.40M/ - 2600MM)
SECTION G-G'
POOL DECKSTRUCTURE
INTERNAL ROAD LVL
(LVL + 92.25M/ - 7750MM)
980 10
280
105 360 74 °
6473
DESCRIPTION
24-08-18
1080
(LVL + 100.25M/ + 250MM)
(LVL + 94.20M/ - 5800MM)
TOP OF UPSTAND +550 WIDTH - 200MM
4900 1150
85 ° 75
970
1200 605 60
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
3000
ND -2400 TOP OF UPSTA WIDTH - 200MM
300 84 °
PLANTER AS/LANDSCAPE
CUTOUT IN SLAB
TOP OF SLAB
475
730 TOP OF SLAB 200
750
3085
TOP OF SLAB
(LVL + 97.70M/ - 2300MM)
1950
TOP OF UPSTAND +400 WIDTH - 200MM
1905
WAITING ROOM
CUTOUT IN SLAB
DATE
R0
450
TOP OF SLAB
1500
300
BASEMENT - PARKING LEVEL
TOP OF SLAB
BASEMENT - PARKING (LVL + 92.25M/ -7750MM) LEVEL
TOP OF SLAB
(LVL + 92.25M/ -7750MM)
REV.
300
MP HALL
350 600 HVAC SHAFT 300
STRUCTURAL CONSULTANT'S :
6A
PRO SHOP
275 995 230 200
INTERNAL ROAD LVL
(LVL + 94.20M/ - 5800MM)
475
20
CUTOUT IN SLAB
230
850
TOP OF UPSTAND -2400 WIDTH -150MM
0°
200
151
1815
1105
TOP OF SLAB
(LVL + 97.40M/ - 2600MM)
490
990
370
2945
PRO SHOP
(LVL + 100.00M/ + 0MM)
TOP OF SLAB
5965
5280
1078
1880 300 200
1550
INTERNAL ROAD LVL
3200
1500
230
TOP OF CUTOUT
750 200
2260
UPSTAND IN
(LVL + 100.00M/ + 0MM)
850
3180
THIS DRAWING IS A "COPYRIGHT". CONTENTS OF THIS (LVL +DRAWING 94.20M/ - 5800MM) BASEMENT LOBBY MAY NOT BE USED OR REPRODUCED WITHOUT PART THEREOF THE PERMISSION OF THE ARCHITECT.
SECTION C-C'
BACK OFFICE
SQUASH COURT ENTRANCE
SECTION F-F'
SHEAR WALL
(LVL + 100.40M/ + 400MM)
2150
TOP OF UPSTAND -600 WIDTH - 200MM
SECTION B-B'
TOP OF SLAB
300
GOLF COURSE CHANGING ROOM
BASEMENT LOBBY
LIFT LOBBYOR
REVISIONS
1.RETAINING WALL THICKNESS TO BE REFEREED STRUCTURE1080 DRAWING. 2.EXCAVATION LEVELS FOR FOOTING AND RAFT POOL REFERRED FROMDECK THE STRUCTURE DRAWING. 3. LEVEL FOR LIFT PIT, SUMPS & DRAINS TO BE R TOP OF SLAB FROM(LVL SEPARATE DRAWING. + 100.25M/ + 250MM) 4. IN THE SECTIONS, THE BASEMENT FINISH THIC 100MM. INTERNAL ROAD LVL 5. GROUND TOILET SLAB CUTOUTS INDIC COURSE (LVLGOLF + FLOOR 100.00M/ + 0MM) REFER TO CHANGING TOILET DETAIL DRAWINGS FOR EXAC ROOM AS PER LANDSCAPE. 6. PLANTER DETAILS 7. FILL DETAILS AS PER STRUCTURE DRAWINGS. 8. LANDSCAPE PLANTERS, UPSTANDS & OTHER IS INDICATIVE. LANDSCAPE GFC INCLUDING INF TOP OF SLAB CUTOUTS, UPSTANDS, LIGHT POINTS, DRAINAGE (LVL + 98.25M/ - 1750MM) READ IN CONJUNCTION WITH ARCHITECTURE G EXECUTION ON SITE.
POOL 2050 DECK
150
(LVL + 97.40M/ - 2600MM)
3000
2450
2220 PLANTER AS/LANDSCAPE
670
275 BRICKWORK
1905 2300
TOP OF SLAB
°
(LVL + 98.25M/ - 1750MM)
1206
LIFT PIT
730 200
200
640 94 275
TOP OF SLAB
BASEMENT - PARKING LEVEL
BASEMENT LOBBY
7960
300
TOP OFGOLF SLAB COURSE (LVL + 98.25M/ - 1750MM) CHANGING ROOM TOP OF SLAB
TOP OF SLAB 2. BASEMENT TOP OF SLABS MENTIONED, (LVL + 95.50M/DETAILS - 4500MM) TO BE READ FROM STRUCTURE DRAWINGS.
LIFT SHAFT
250
1225
INTERNAL ROAD LVL
POOL DECK (LVL + 100.00M/ + 0MM)
TOP OF SLAB
(LVL + 98.25M/ 1750MM) 1. ARCHITECTURE DRAWING TO BE READ IN- TOP OF SLAB 600 (LVL + 98.25M/. - 1750MM) CONJUNCTION WITH THE STRUCTURETOPDRAWING OF SLAB (LVLTO + 97.40M/ 2600MM) ANY DISCREPANCIES IN DRAWINGS BE - TOP OF SLAB (LVL + 97.40M/ - 2600MM) INFORMED TO THE ARCHITECT PRIOR EXECUTION ON SITE.
STAIRCASE 08 (AS PER DETAIL)
(LVL + 92.25M/ - 7750MM)
4730
PLANTER AS/LANDSCAPE
°
12°
565
1185
TOP OF UPSTAND -2400 WIDTH - 200MM
450
780
0°
BASEMENT - PARKING DRAIN LEVEL AS/DETAIL
SECTION E1-E1'SECTION A-A'
IMPORTANT NOTE:
2400 1900
250 TOP OF SLAB
(LVL + 100.25M/ + 250MM)
(LVL + 100.00M/ + 0MM)
1900
TOP OF SLAB
1895
720
1410
10
1830
500
78
IN SLAB
(LVL + 94.20M/ - 5800MM)
SECTION E-E'
TOP OF UPSTAND +550 WIDTH - 200MM
7435
RAMP
770
6955
1. ALL DIMENSIONS ARE IN MM UNLESS MENTIONED OTHERWISE.ALL 2655 COORDINATES ARE IN METERS. 2. NO DIMENSIONS ARE TO BE SCALED FROM THIS DRAWING. TOP OF SLAB SLAB (LVL + 100.40M/ + 400MM) 3. CONTRACTORS MUST VERIFY ALL DIMENSIONSTOP ONOF SITE BEFORE (LVL + 100.25M/ + 250MM) COMMENCING ANY WORK. TOP OF SLAB (LVL + 100.25M/ + 250MM) 4. THIS BUILDING IS FULLY AIR-CONDITIONED AND MECHANICALLY INTERNAL ROAD LVL FILLCUTOUT (LVL + 100.00M/ + 0MM) VENTILATED KIOSK INTERNAL ROAD LVL 1500
300
300
- PARKING BASEMENT BASEMENT LOBBY LEVEL
TOP OF SLAB
2130
200
300
FIRST STEP OF STAIRCASE 10
690
100MM SUNK
VOIDPASSENGER LIFT
500
(LVL + 97.40M/ - 2600MM)
(LVL + 92.25M/ -7750MM)
420 85 1000
TOILET
MP HALL
4950
600
BASEMENT LOBBY
580
450
TOP OF SLAB
750 5150
300
6605
600
INTERNAL ROAD LVL
1500
200
750
200 PLANTER AS/LANDSCAPE
ROOM
(LVL + 100.00M/ + 0MM)
POOL DECK
WAITING ROOM
MP HALL
100
2650
300
WAITING ROOM
4950
MP HALL
750
200
250 1750
200
2800 2200
(LVL + 97.40M/ - 2600MM)
250
2800
850
100
TOP OF SLAB
500
31160 SLIT DRAIN AS/CESPL
(LVL + 100.40M/ + CHANGING 400MM)
300
3105
100
GOLF COURSE TOP OF SLAB
GOLF COURSE CHANGING PRO SHOP ROOM
1050 275
200
450
450
TOP OF SLAB
(LVL + 98.25M/ - 1750MM)
730
POOL DECK
POOL DECK
2650
300
(LVL + 100.00M/ + 0MM)
PRO SHOP
300
PLANTER AS/LANDSCAPE
INTERNAL ROAD LVL
350
300
300
300 200
PLANTER AS/LANDSCAPE
730 200
(LVL + 100.25M/ + 250MM)
2735
900 150
1080 TOP OF SLAB
730 200
NOTE:
850
3300
7730
FREELANCE WORK 03 24 ALIPUR VILLA, Delhi, India Renovation of a residential building, to redo interiors and exterior finishes
PROJECT TYPE:
ORGANIZATION: Pankaj Jain & Associates, Delhi TIME LINE: Jan 2017 - Aug 2017 LOCATION: Civil Lines, Delhi, India
GROUND FLOOR PLAN
Individual Role: Involved at the design stage, produced floor plans, material boards, presentations, elevation material selection, interior visualizations, working plans, electrical drawings, exterior elevations with materials etc.
FIRST & SECOND FLOOR PLAN
INTERIOR VIEWS OF A BEDROOM - MULTIPLE OPTIONS FOR CLIENT APPROVAL
ROAD SIDE ELEVATION OF THE VILLA, WITH MATERIAL PALLETE
10
ACADEMIC- DESIGN 04 ACADEMY OF PERFORMING ARTS Located in: Qutub Institutional Area, Delhi, India Year: 2016 Site & Brief: Situated in institutional area, with the best universities and colleges, an institute which offers formal education in Performing Arts, which is still considered as a hobby rather than a serious profession in most of India. Rarely any institute offer various genres of performing arts together on one single campus. Specially the Indian and Western genres are ever seen being taught under one roof. Hence need for a united campus for Dance, Music and Theatre of different genres could be fulfilled by an Academy of Performing Arts. Approach: To have an integrated program of various genres and disciplines, case studies of famous performing arts school was done as the first step. Then at urban scale, how the institute would respond to site and surrounding colleges and other buildings was studied in depth, to explore the possibilities of form. Volumetric analysis of spatial configurations resulted in an organic form, with punctures for students to interact and practice as groups for various form of arts.
FORMAL SPACE
DANCE, MUSIC, DRAMA
MOVEMENTS, CURVES
INFORMAL SPACE
FORM DEVELOPMENT
AR G AL IM
OU
AR UN A
AS
AF
TER
RIN
GR
OA
D
OLD JNU
TOWARDS MUNIRKA/ VASANT VIHAR
IIT DELHI CAMPUS IIT
JAWAHARLAL NEHRU UNIVERSITY (JNU)
DEL
HI J
NU
GAT
ER
OA
D
SITE
KATWARIA SARAI SH
EE
DJ
EE
TS
ING
HR
OA
D
AR
UN AA
SA
FA
LI
MA
RG
AH
TOWARDS VASANT KUNJ/ FORTIS VK
HIGHWAY MAJOR ROADS BUS STOPS
1. CONNECTIVITY
TOWARDS ADHICHINI/ AUROBINDO MARG
INSTITUTIONS COMMERCIAL HOSTELS RESIDENTIAL
DECREASING SLOPE
2. BUILT USE
3. TOPOGRAPHY
6 FLOORS TO 1 FLOOR
4. BUILT HEIGHTS
SITE ANALYSIS - Connections from other institutions influenced access and entry points of the site - Built use study resulted in defining urban edge along the road and locating the public spaces - Topography of the site resulted in creating water body at the lowest point on site. - Visual barrication from the other institutions resulted in increased height around the courtyards for private activities
FORM EVOLUTION
RELATIONSHIP DIAGRAM
Inferences from the context and the relationship, resulted in designing the multipurpose space at the heart of the institute, as a relief space. As curved spaces can be less formal, the form evolved from linear arrangements, to more organic form, keeping strong urban edge. The center looking courtyards gel with the curved paths inspired from movements of the dancers.
12
PROGRAM
SECOND FLOOR
FIRST FLOOR
GROUND FLOOR COMMON SPACES
SERVICE CORE
DRAMA/ THEATRE
CIRCULATION
DANCE ROOMS
CLASS ROOMS
GROUND FLOOR PLAN
MUSIC ROOMS
A. COOLING EFFECT IN COURTYARD Used by students to practice
B. STEPPED WALKWAYS Maximizing view of the amphi
C. COOLING EFFECT DUE TO WATER BODY Used as extension of Cafe on Ground floor
Walkway Cafe Extension
Projector Room
Theatre
Music Room Class Room
Common Room
Gym Walkway
Yoga Room
Library
Auditorium
Class Room
Dance Room
Dance Room
Theatre Room
Walkway Dance Room Music Room
Admin Office
Conf. Room
Music Room
Theatre Room
Class Room
FIRST FLOOR PLAN
Class Room
Music Room
Music Room
SECOND FLOOR PLAN B’
SECTION BB’ Auditorium
Lobby
Amphitheater
B
Bridge
A’
SECTION AA’ A
14
ACADEMIC- DESIGN 04 HOUSE OF FOUR SENSES Located in: Hampi, Karnataka, India Year: 2014 Site & Brief: Located on the flood plains of a river in Hampi, the scenic site with topographically rich views, and houses Virupaksha Temple on the opposite river bank. The exercise was to design a 50 SQ M house for a visually impaired person, to explore the
use of only four senses to enhance the design experience.
PROGRESSION OF SPACES - IN PLAN
Experiment: Every person in the studio was blind folded and given a stick, to navigate throug the campus with one helper, to experience similar spaces without seeing them. As a personal experience, the volume of the space was experienced most strongly by the sense of hearing the sound and physical touch. Texture or physical turn indicated the ending or beginning of a space or rooms, by the use-of different materials. These two observations were the key elements in the design of the house. Approach: Decreasing volume with the progression of spaces from public to private led to the form of the house. Turn indicators which could be physically felt were introduced for a linear-branched circulation of the house. Difference in material on different walls were introduced to indicate the space divisions. The materials being wood and concrete. Shear walls support the house, creating space under the house to be used when plains are flooded with river water.
VIRUPAKSHA TEMPLE
RIVER
VOLUME PROGRESSION IN SECTION
Passage with turn indications
Wooden shingles
Washroom Wooden planks and rafters Living Area Bedroom Balcony Terrace
Kitchen
FLOOR PLAN OF THE HOUSE
Wooden Louvers Private Terrace Concrete Beams Shear Walls
NATURAL BOULDERS ON THE SITE
RIVER
VERTICAL LOUVERS
SHEAR WALL
ENTRY
16
ACADEMIC- DESIGN 05 INTERNATIONAL CENTRE OF PHOTOGRAPHY Located in: Diplomatic Enclave, Delhi, India Year: 2013 Site & Brief: Situated in a diplomatic area, park is used by near-by residents for morning walk, yoga and exercises. It is used for picnics and other recreational activities like fairs, small scale exhibitions, open air concerts etc. The brief was to design a gallery and other allied spaces for exhibition and to promote appreciation of photography. Concept and Design: As the site consists of naturally varying topography, the idea was to design ‘for the visitor’, ‘for the staff’ ‘for the daily users’. The daily users or the morning walkers would feel an invasion if the building is put on the site, hence it was lifted up on stilts, which can offer shade to perform daily activities. Presence of natural bed rock, water body, and trees governed the organic nature of the built and enhances the experience of naturals sitting spaces by the building almost growing around the rock beds. Even though the overall design is inward looking, stilts remains inviting for people to walk under it.
CONNECTING THE SCATTERED TOPOGRAPHY, TO DEFINE A SENSE OF PLACE LIBRARY EXHIBITION
CAFE
WALKWAY
BUILDING LIFTED UP TO PRESERVE THE USE OF THE SITE AS A PARK RECEPTION
ENTRANCE RAMP
A
B
PLANT AT +6.7 M Walkway Shop Hall
Entrance Gallery Cafe
A
ENTRANCE TO THE EXHIBITION
B
THE SPACES UNDER THE BUILT
PLAN AT +11.7M Walkway
Museum Library
ZONING
PLAN AT+2.7 M Cafe Kitchen Services
Semi open Exhibition
Office
18
Gallery
Office
Semi open Exhibition
Museum
Hall
Cafeteria
A SECTION AA Exhibition
B
A
Gallery
B C
Office
KEY PLAN
SECTION BB
C
ACADEMIC DRAWING 06 TRADITIONAL MANSION - MEASURED DRAWING Located in: Bikaner, Rajasthan, India Year: 2013 The task was to document the mansion, also known as ‘Haveli’ by measuring and producing hand drawings (in group of 20). Traditionally in ‘Havelis’, carving of geometric motifs in stone and wood is seen as ornamentation, to demonstrate the royal status of the family who owns it. This is the front elevation of it, accompanied by a pattern detail of the window.
20
EXTRA CURRICULAR 07 ARCHITECTURAL FICTIONS
x2
Panels were traced on plastic sheet
STEP 2
+
Seams pasted using tape
STEP 3
The idea was to explore pneumonic structures, without a need for substructure. A 6m tall ovoid balloon, was designed to be made with plastic sheets and scotch tape pasted on the seams. A 2m high opening allowed people to walk and experience the volume inside the shell. The shell was fabricated in the workshop with students and it was installed on the university campus with a fan for a continuous supply of air to inflate it.
STEP 1
Workshop by: Massachusetts Institute of Technology, MA, USA Location: Delhi Year:2013
Ovoid balloon was inflated with air
EXTRA CURRICULAR 08 HANDMADE PROJECTS
Bas Relief Model - Nora House (Individual)
Pencil Sketch of Composition of objects (Individual)
Modular Origami Peacock (Group Project)
Church of St. Giovanni Light & shadow study (Individual)
Pencil Sketch of JANTAR MANTAR , Delhi
Painting Live objects (Individual)
(Individual)
22
Nandini Jain nandini.jain@the-bac.edu +1 978-654-2072