1 D I P A N S H U C H A U H A N SINCE BIRTH 1999 2023 TILL TODAY P O R T F O L I O A R C H I T E C T U R E
2 20 | 06 | 1999, Ajmer, RJ, IN dipanshuchauhan000@gmail.com +91 9116072008 86, Shivaji Nagar avaishya colony, Madanganj Kishangarh Ajmer, India` https://www.linkedin.com/in/dipanshu-chauhan b37b07208/ PORTFOLIO D I P A N S H U C H A U H A N
A B O U T
HELLO, I'M DIPANSHU CHAUHAN
I'm on Architecture graduate who considers self as an architecture and design enthusiast.
I like to work and learn continuously on developing the ability to make my mark in the Architectural Horizon. I have the hands on experience which is necessary for the further journey.
The way Humans connect with a space is the most Intriguing part while designing.
A design isn't finished until someone is using it.
- Brenda Laurel
4
D-45 EAST OF KAILESH RESIDENTIAL C V CURRICULUM VITAE BHARTI POPULAS REALTY LIMITED COMMERICIAL CENTER 05 06-23 24-27 28-31 32-33 34-37 38-47 48-49 50-51 SWASTIC KOLKATA RESIDENTIAL ELEVATION DESIGN URBAN PLANNING BANZARA MARKET STREET GURUGRAM KHOOB'SURAT' HOUSING HYCO DESIGN STUDIO OFFICE & SHOWROOM NEXUS TOWER HYBRID BUILDING POOJA METALS URBAN SQAURE GURUGRAM 01 02 03 04 05 06 07 08 ARCOP A.D.S A.D.S A.D.S A.D.S COLLAGE COLLAGE COLLAGE
C O N T E N T S
Curriculum vitae
E D U C A T I O N
2021 B.Arch
Sushant School of Arts and Architecture
Currently 4th Year
2017 Senior Secondary
Maheshwari International School, Ajmer
2015 Higher Secondary
Maharaja Sumer Singh Public School, Ajmer
D I G I T A L
AutoCAD
Indesign
Photoshop
Lumion
Revit
Rhinoceros
Illustrator
Sketchup
Ms Office
• Leadership Qualities
- Studio prAcademics ( 2 month online )
- Allied Design Studio ( 6 month Internship )
- ARCOP Associates Private Limited (OCT. 2022)
K E X P E R I E N C E
W O R
N T E R E S T S
I
P O P U L U S R E A L T Y L I M I T E D POPULUS REALTY LIMITED LP-1B-04,GATEWAYS DISTRICT, AEROCITY, INDIRA GANDHI INTERNATIONAL AIRPORT, NEW DELHII - 110037 01 P O P U L U S
BHARTI
8 EQT A: 45m2 T.H: 4.2m L.D: 3.3m VOL: 149KLD SHT A: 20.25m2 T.H: 4.2m L.D: 3.5m VOL: 69KLD ANXT-1 ANXT-2 AT-2 A: 19m2 T.H: 4.2m L.D: 3.3m VOL: 63KLD AT-1 A: 19m2 T.H: 4.2m L.D: 3.3m VOL: 63KLD MBR-1 A: 6m2 T.H: 4.2m L.D: 3m VOL: 18KLD MBR-2 A: m2 T.H: 4.2m L.D: 3m VOL: 18KLD M.H M.H M.H M.H OGT OGT OGT BSC B3 VENT 400 KLD (2X100) MBR STP PLENUM PL 10 (2700x2700) ELEC. ROOM ELV ROOM PL 9 (2700x2700) PL 8 (2700x2700) DROP-OFF AREA UP ST-02 UP DN T.O.S -17750 FFL -17650 T.O.S -12950 1 2 3 A B C D E F G H J Aa 1a CUTOUT IN WALL (CILL=+2675 MM, LINTEL=+3875 from BASEMENT F.FL) TOS -13525 FFL -13300 CUTOUT IN WALL FOR PRESS. (CILL=0MM, LINTEL=B.O BEAM) ASSET LINE EARTHING FHC ST.PRESS ST. PRESS. FHC ELEC PANEL ERTH ERTH FHC TOS -13525 FFL -13450 TOS -13525 FFL -13300 FHC1 FD14 FD3 FD24 FD15 FHC1 FD17 FD5 FD25 TOS -13525 FFL -13300 TOS -13525 FFL -13450 TOS -13525 FFL -13450 6M WIDE DRIVEWAY TOS -13525 FFL -13450 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13350 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 1300 200 2700 200 200 980 200 2300 200 200 3900 2500 7250 800 200 1800 800 550 1480 200 785 200 200 545 200 200 200 200 200 700 200 4700 200 7400 200 675 200 200 200 200 2320 200 1400 eq. 200 1900 200 8100 5300 6530 1600 900 POP-AR-502.1 ST-02 POP-AR-503.1 ST-03 1200 800 1200 400 1200 600
Basement 3 Plan
9 TYPICAL SECTION THROUGH FAN ROOM/PLENUM /VENT SHAFTS VENT SHAFT B2 FAN ROOM VENT SHAFT B3 3800 4625 VENT SHAFT B3 BASEMENT-02 LVL.-8825mm BASEMENT-03 LVL.-13450mm BASEMENT-01 LVL.-5025mm PLENUM B3 VENT SHAFT ABOVE SUPPLY AIR SHAFT B3 VENT SHAFT ABOVE PASSENGER LIFT LOBBY (C2) ELEC ROOM PL 6 (2700x2700) PL 7 (2700x2700) SL 3 (2600x3050) SL 4 (2600x3050) LOBBY ENTRY MDB PANEL ROOM OPEN TO SKY ABOVE SLOPE 1:12 UP LIFT (2700x2700) SERVICE LIFT LOBBY SLOPE 1:12 UP UP UP SLOPE 1:12 ST-03 ST-05 ST-06 ST-10 SLOPE 1:12 LOBBY SERVICE LOBBY ENTRY HAZARDOUS MATERIAL STORE (275 SQM.) PLENUM PLENUM AT RAISED LEVEL PLENUM WASHROOM SUMP ROOM DFMD BAGGAGE SCANNER PASSENGER LIFT LOBBY SLOPE 1:12 FEMALE FRISKING BOOTH UP 4 5 6 7 8 9 10 RAILING AS/DETAIL CUTOUT IN WALL FOR PRESS. (CILL=0MM, LINTEL=B.O BEAM) ALIGN CUTOUT IN WALL FOR PRESS. (CILL=0MM, LINTEL=B.O BEAM) TOS -13525 FFL -13300 CUTOUT IN WALL (CILL=+2675 MM, LINTEL=+3875 from BASEMENT F.FL) CUTOUT IN WALL (CILL=+2675 MM, LINTEL=+3875 from BASEMENT F.FL) CUTOUT IN WALL (CILL=+2675 MM, LINTEL=+3875 from BASEMENT F.FL) TOS -10975 FFL -10875 TOS -13525 FFL -13300 TOS -13525 FFL -13450 ASSET LINE ASSET LINE RAMP SLOP 1:10 TO B2 FROM B3 ELEC PANEL EARTHING FHC LOBBY PRESS. LOBBY PRESS. LOBBY PRESS. ST. PRESS. FHC ELE DG. CHIMNEY SHAFT ELV MEP CHWP PLU./EX. ERTH FHC ELEC PANEL ELEC PANEL ELEC PANEL FHC LOBBY PRESS SHAFT ST.PRESS SHAFT FHC LOBBY CHWP FHC LOBBY PRESS. CHWP ELEC PANEL FHC ELEC PANEL 6M WIDE DRIVEWAY TOS -13525 FFL -13450 7.25M WIDE DRIVEWAY 7.5M WIDE DRIVEWAY 6M WIDE DRIVEWAY TOS -13525 FFL -13450 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 -13525 -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13350 FFL -13300 TOS -13375 FFL -13300 FD13 FD24 FHC1 FD10 FD2 FD2 FD1 FD1 FD1 FD15 FHC1 FD16 FD15 FHC1 FD16 FD17 FD17 FD15 FHC1 FHC1 FHC1 FD13 FD24 FHC1 FD24 FD13 FD21 FD24 FD21 D1 D1 FD24 FD24 FD6 SD1 FD15 FD10 FD15 FD6 FD13 FD1 6M WIDE DRIVEWAY TOS -13525 FFL -13450 6M WIDE DRIVEWAY TOS -13525 FFL -13450 6M WIDE DRIVEWAY TOS -13525 FFL -13450 DRIVEWAY TOS -13525 FFL -13450 TOS -13525 FFL -13450 6M WIDE DRIVEWAY 6M WIDE DRIVEWAY TOS -13525 FFL -13450 TOS -13525 FFL -13450 TOS -13525 FFL -13450 TOS -13525 FFL -13450 6M WIDE DRIVEWAY DRIVEWAY -13525 -13450 TOS -13525 FFL -13350 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13200 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13350 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13450 6M WIDE DRIVEWAY TOS -13525 FFL -13450 TOS -13525 FFL -13300 TOS -13525 FFL -13300 FULL HEIGHT LOUVERS AS DETAIL GLASS LIFT AS/SPECS GLAZING AS/ SPECS./ AS DETAIL FULL HEIGHT LOUVERS AS DETAIL DROP-OFF AREA PLENUM FAN ROOM FAN ROOM PLENUM TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 200 2700 2700 2700 2700 2700 200 3700 200 2700 3050 900 200 200 1000 200 200 1220 200 200 2405 900 200 750 3050 2600 2300 1000 200 1650 980 1300 200 200 2700 2700 200 1575 200 4400 200 1600 200 1300 200 1800 7250 4700 800 1300 200 200 200 200 200 200 2250 200 200 1950 200 1025 200 900 200 4100 200 300 900 600 950 555 900 eq. 1600 900 3000 200 eq. 200 200 200 1400 200 200 200 200 200 8500 200 600 200 200 200 200 3100 1500 2000 1550 300 200 3260 200 EQ 200 200 3600 200 200 900 2750 200 7060 200 200 4700 200 800 4100 200 200 800 900 200 900 200 215 200 1000 200 200 200 200 1400 200 200 1650 7705 1800 2400 EQ eq. 1600 eq. 900 200 200 400 eq. eq. 1500 1500 3500 200 5100 200 40 800 1500 300 1500 200 200 900 40 4100 200 200 2800 200 4200 200 210 2500 705 200 2500 4900 2500 1075 2500 410 1745 eq. eq. eq. eq. 500 1900 1700 2370 200 200 1800 4595 2000 3305 1230 2700 3900 1200 3750 12001500 1780 2795 7625 1000 4545 900 1500 1500 800 100 100 200 200 200 450 1200 600 1200 500 750 2004501300 1300 725 1300 450 1300 400 1200 600 1200 6700 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN FFL -13075 RAILING AS/DETAIL RAILING AS/DETAIL FEMALE FRISKING BOOTH BAGGAGE SCANNER DFMD FEMALE FRISKING BAGGAGE SCANNER DFMD C C C C TOS -13525 FFL -13300 POP-AR-506.1 ST-06 POP-AR-510.1 ST-10 POP-AR-505.1 ST-05 POP-AR-513 RAMP-1 POP-AR-545 REFER DWG POP-AR-907 REFER DWG AS/ MEP POP-AR-907 REFER DWG AS/ MEP POP-AR-907 REFER DWG AS/ MEP POP-AR-907 REFER DWG AS/ MEP POP-AR-907 REFER DWG AS/ MEP REFER TOILET DETAIL DRAWINGS GLAZING AS/DETAIL GLAZING AS/DETAIL 3200X950MM CUTOUT IN WALL (CILL=+2800 MM, LINTEL=+3750 from BASEMENT F.FL) 2000X950MM CUTOUT IN WALL (CILL=+2775 MM, LINTEL=+3725 from BASEMENT F.FL) 2350X900MM CUTOUT IN WALL 1300X1300MM CUTOUT IN WALL (CILL=+2550 MM, LINTEL=+3850 from BASEMENT F.FL) AS/ SCHEMATIC SECTION A AS/ SCHEMATIC SECTION A TOS -13525 FFL -13300 TOS -13525 FFL -13300 800 1200 400 1200 400 1200 800 1200 200 1200 300 1200 800 1200 800 1200 1000 1200 1000 1200 800 1200 400 1200 TYP. SCHEMATIC SECTION FOR HANGING PLENUMS PLENUM FD13 SLOPE MARGIN TUBE AS/STR. 100 DRAIN PIPE NEAREST DRAIN POINT FOR DRAIN 200 1000 1200 130 MM DECK SLAB AS/STR. WALL TO BE CONSTRUCTED IN CO-ORDINATION WITH APPROVED SHOP DRAWING OF RESPECTIVE MEP CONTRACTOR. AAC BLOCK WORK TO BE ERECTED AFTER INSTALLATION OF EQUIPMENTS/SERVICES.(For all Shafts, Fan Rooms, Pump Rooms, etc.) AAC BLOCK WORK AS PER CONTRACTOR VENDOR SHOP DRAWING. A B C SERVICE CUTOUT ABOVE ALL FILLING WHEREVER INDICATED IS LIGHTWEIGHT AS/SPEC. WATER PROOFING TO BE DONE AS/SPEC. IN ALL SUNKEN AREAS. FOR FINISHES IN INDIVIDUAL ROOM REFER FINISHING SCHEDULE. ALL PLUMBING SHAFTS TO BE WATERPROOFED AFTER SEALING. ALL CUTOUT/SHAFTS TO BE PROPERLY SEALED FOR 2 HRS FIRE RATING AFTER INSTALLATION SERVICES. ALL PRESSURIZATION OPENING FOR THE STAIRCASES/LIFT LOBBIES SHOWN MUST BE CO-ORDINATED WITH THE RESPECTIVE STAIRCASE DRAWING AND VENDOR SHOP DRAWING. DOORS AND LINTELS OF ALL LV AND MV SHAFTS TO BE DESIGNED AND MADE AFTER SHOP DRAWING OF PANEL ELEVATION IS APPROVED. ALL WALLS TO BE CONSTRUCTED TILL THE LINTEL HEIGHT MENTIONED IN THE DOOR SCHEDULE. MASONRY ABOVE TO BE ERECTED TILL SLAB/BEAM SOFFIT AFTER THE SERVICES PIPES/DUCTS ARE LAID. ALL SERVICE SHAFT WILL BE CLOSED AFTER EQUIPMENT INSTALLATIONS. FINISHED LEVEL OF ALL TOILETS ARE 12MM LOWER THAN SURROUNDING LEVEL. TOILET MASONRY TO BE REFERRED FROM THEIR RESPECTIVE DETAIL DRAWINGS. WALLS AROUND LIFT WELL TO BE CONSTRUCTED AFTER APPROVAL OF SHOP DRAWINGS. 100 MM HIGH LEDGE WALL TO BE CONSTRUCTED BELOW ALL FHC DOORS. FINISH LEVEL OF ELECTRICAL ROOM, MV & LV SHAFT & OTHER SERVICES ROOMS WILL BE 150 HIGHER THAN THE SURROUNDING LEVELS. NOTES: ALL MASONRY WALLS ARE 200 MM THICK. AAC BLOCKS OF APPROVED MAKE UNLESS OTHERWISE MENTIONED. FOR ALL GLAZING ALUMINIUM WORK PLEASE REFER SEPARATE DRAWINGS. REFER PLUMBING DRAWINGS ALONG WITH THIS DRAWING FOR SLOPES/RIDGE LINES TOWARDS PERFORATED DRAINS. DRAINAGE SUMP PUMP (SIZE- 2MX2MX2M DEPTH)TYP. AS/MEP 300MM WIDE DRAIN CHANNEL WITH 350MM WIDE M.S. GRATING AS/MEP D E 300MM WIDE & 250MM DEPTH DRAIN CHAMBER AS/MEP F LOCALISE SLOPE TO BE PROVIDED TOWARDS ALL DRAIN OPENINGS/ GRATING. ALL PLENUM OPENING DIMENSIONS TO BE CONFIRMED WITH SHOP DWG. REFER DRAIN CHANNEL LAYOUT DRAWINGS FOR DRAIN AND SUMP LOCATIONS POP-AR-515) CAR PARKING NUMBERS WILL BE CONFIRMED AT THE TIME OF FINALIZATION OF STACK PARKING. MASONRY OPENING IN PLENUM SERVICE AREAS/ SHAFTS TO BE COORDIANTED WITH MEP DRAWINGS. AAC BLOCKWORK TO BE CONSTRUCTED AS/STANDARD NORMS (STRUCTURAL SPECS) FOR STRENGTHENING. LIFT LOBBY ENTRANCES W.R.T TURNSTILES/FRISKING, MASONRY WALLS WILL BE IN COORDINATION WITH VENDOR SHOP DRAWINGS. REFER DWG POP-AR-907 FOR FAN ROOM, VENT SHAFT AND PLENUM DETAILS. BLOCK WORK TO BE DONE AFTER THE INSTALLATION OF EQUIPMENTS. G FINISH LEVEL OF FHC SHAFT, ELECTRICAL PANELS ETC. IS 100 MM RAISED FROM THE SURROUNDING LEVELS. HATCH LEGEND: BLOCK WORK DRIVEWAY PLENUM AT RAISED LEVEL 2100 FHC SHAFT 200MM BLOCK WORK RCC LINTEL AS/STRUC. TYPICAL FHC SHAFT SECTION 150 DRAIN POINT BASE. FFL. FHC/LOBBY FFL. 2023-05-26 TG 7 8 SITE GFC 6 2023-05-26 TG revisions as marked R6 26 MAY 2023 KEY PLAN: NOTES POPULUS_LP- 1B- 04 Job Title Drawing Title Architect's Signature Document Release Type Revision No. Drawing No. Drawn by 1:100 ON A0 SHEET Job No. 2021/44 Scale Checked by ARCOP ASSOCIATES PVT. LTD. A-15, PAMPOSH ENCLAVE, G.K. 1, NEW DELHI 110048. & PLOT NO 36-B SECTOR 32, GURGAON HARYANA 122001. RESIDENT ARCHITECTS: POPULUS DEVELOPERS LIMITED LP-1B-04,GATEWAYS DISTRICT, AEROCITY, INDIRA GANDHI INTERNATIONAL AIRPORT, NEW DELHI 110037 CLIENTS: NORTH POP-AR-151.2 SN TG N STRUCTURE CONSULTANTS: TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD, NOIDA 201301, INDIA MEP & FFS SANELAC CONSULTANTS PVT LTD, C-64/2, OKHLA INDUSTRIAL AREA, PHASE-II, NEW DELHI-110020 PLP ARCHITECTURE IBEX HOUSE, 42-47 MINORIES, LONDON, EC3N 1DY CONCEPT CONSULTANT: LANDSCAPE CONSULTANT TRAFFIC & TRANSPORT CONSULTANT SUSTAINABILITY CONSULTANT GODREJ GREEN BUILDING CONSULTANCY SERVICES GODREJ BHAVAN, ISHWAR NAGAR, OKHLA-110065, NEW DELHI, INDIA 1. DIMENSIONS ARE NOT TO BE SCALED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH THE RELEVANT ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY OR OMISSION SHALL BE BROUGHT IN TO NOTICE OF ARCHITECT. 3. DO NOT SCALE THE DRAWING, WRITTEN DIMENSION TO BE FOLLOWED. 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS STATED OTHERWISE SPECIFIED. 5. ALL LEVELS ARE IN MILLIMETERS AND RELATE TO GIVEN DATUM LEVEL. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS, AND SPECIFICATIONS & SITE CONDITIONS & SHALL REPORT ANY ERROR, OMISSION AND/OR ANOMALY TO THE CAMPUS DESIGNER BEFORE COMMENCEMENT OF WORK. 7. FOR CONSTRUCTION PURPOSES, THE DIMENSIONS SHALL BE READ AND NOT TO BE MEASURED DIRECTLY OF THE DRAWINGS. THE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNTIL THEY ARE ISSUED FOR CONSTRUCTION. 8. THESE DRAWINGS ARE TO BE READ IN CO-ORDINATION WITH STRUCTURAL, HVAC, ELECTRICAL, PLUMBING, IT DRAWINGS & ALL RELEVANT SECTIONS OF SPECIFICATIONS. 9. ALL SHOP DRAWINGS SHOULD BE PROVIDED TO THE RESIDENT ARCHITECT FOR APPROVAL. GOOD FOR CONSTRUCTION R0 A U T H O R T Y UNITRANS MOBILITY SOLUTIONS PVT. LTD., 357, SFS FLATS, PHASE-IV, ASHOK VIHAR, NEW DELHI-110052 ISSUES No Date By Description REVISIONS No Date By Description ROHA,C 536, Defence Colony, Ground Floor, New Delhi 110024 R1 BASEMENT-3 MASONRY PLAN (PART-2) 1 TG 8 SITE GFC 1 TG 2023-01-23 missing dim added 2023-12-09 2 2023-01-23 TG 8 SITE GFC ASSET LP-1B-03 ASSET ASSET R2 2 2023-02-16 TG updated as per coordinated MEP drawing 3 2023-02-16 TG 8 SITE GFC R3 3 2023-04-14 TG updated as per coordinated MEP drawing 2023-04-14 TG 4 8 SITE GFC R4 2023-04-19 TG 5 8 SITE GFC 4 2023-04-19 TG updated MEP changes 2023-04-28 TG 6 8 SITE GFC 5 2023-04-28 TG revisions as marked R5
Basement 3 Plan
10 FWT/IWT A: 38.25m2 T.H: 7m L.D: 5.6m VOL: 207KLD SWT A: 35.1m2 T.H: 7m L.D: 5.6m VOL: 190KLD B3 VENT SHAFT ABOVE STP EX. SHAFT ABOVE 400 KLD (2X100) MBR STP PLENUM T.O.S -11900 FFL -11800 PLATFORM PLATFORM B3 VENT SHAFT B3 VENT SHAFT ELEC. ROOM ELV ROOM SL 1 (2600x3050) LOBBY ENTRY PLENUM SLOPE 1:12 UP ST-01 DN T.O.S -17750 FFL -17650 (LOWER LEVEL) PLENUM AT RAISED LEVEL SUMP ROOM WASHROOM SLOPE 1:12 J K L M N P Q R S Z2 CUTOUT IN WALL FOR PRESS. (CILL=0MM, LINTEL=B.O BEAM) CUTOUT IN WALL (CILL=+2675 MM, LINTEL=+3875 from BASEMENT F.FL) CUTOUT IN WALL (CILL=+2675 MM, LINTEL=+3875 from BASMENT F.FL) TOS -13525 FFL -13300 TOS -13525 FFL -13300 CUTOUT IN WALL (CILL=+2525 MM, LINTEL=+3725 from BASEMENT F.FL) TOS -11120 FFL -11020 ASSET LINE PLU. AND HVAC RWP PRESS. SFT LOBBY PRESS. FHC FHC MEP MEP SHAFT ABOVE PLU. SHAFT ABOVE ELEC PANEL ELEC PANEL ELEC PANEL FHC E.S 6M WIDE DRIVEWAY TOS -13525 FFL -13300 FD1 FHC1 FD24 FD17 FD5 FD13 FD24 FD13 FD13 FD24 FHC1 FHC1 FD14 D1 D1 FD11 FD25 TOS -13525 FFL -13300 6M WIDE DRIVEWAY TOS -13525 FFL -13450 TOS -13525 FFL -13450 6M WIDE DRIVEWAY TOS -13525 FFL -13450 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 200 2300 2800 200 3335 900 3000 700 200 2750 200 2600 200 800 2600 3050 2700 200 900 200 4150 800 700 900 1570 100 200 540 200 1500 200 900 100 9940 200 100 1145 200 200 200 6900 200 200 640 200 300 200 900 200 1255 1005 200 900 200 1510 200 1675 200 200 1650 200 1500 1400 eq. eq. eq. eq. 555 1750 300 1900 200 8100 1700 785 1300 1490 2440 5000 500 1025 2000 1500 700 2400 1100 200 5300 2150 4370 3000 ALIGN CUTOUT IN WALL FOR PRESS. (CILL=0MM, LINTEL=B.O BEAM) FFL -13075 C POP-AR-501.1 ST-01 POP-AR-907 REFER DWG POP-AR-907 REFER DWG POP-AR-907 REFER DWG AS/ MEP AS/ MEP REFER TOILET DETAIL DRAWINGS 200 1200 600 1200 400 1200 400 1200 300 1200 400 1200 400 1200 400 1200 700 1200 800 1200 800 1200 400 1200 600 1 2 1a
11 TYP. SCHEMATIC SECTION FOR HANGING PLENUMS PLENUM FD13 SLOPE 100 MM FINISH 100MM 100MM M.S 200 100 DRAIN PIPE CONNECT TO POINT 150X150 CUTOUT 1000 DECK SLAB AS/STR. TYPICAL SECTION THROUGH FAN ROOM/PLENUM /VENT SHAFTS VENT SHAFT B2 FAN ROOM VENT SHAFT B3 3800 4625 VENT SHAFT B3 BASEMENT-02 LVL.-8825mm BASEMENT-03 LVL.-13450mm BASEMENT-01 LVL.-5025mm PLENUM 2100 FHC SHAFT 200MM BLOCK WORK RCC LINTEL AS/STRUC. TYPICAL FHC SHAFT SECTION 150 DRAIN POINT BASE. FFL. FHC/LOBBY FFL. B3 VENT SHAFT ABOVE
MATERIAL STORE ELV ROOM RAIN WATER TANK RETAINTION TANK (140 CU.M) EFF. DEPTH=3.65M. PUMP ROOM PL 3 (2700x2700) PL 2 (2700x2700) PL 1 (2700x2700) PL 4 (2700x2700) PL 5 (2700x2700) SL 2 (3050x2600) PASSENGER LIFT LOBBY (C1) UP SLOPE 1:12 LIFT (2700x2700) UP ST-07 ST-11 PLENUM AT RAISED LEVEL SUMP ROOM SUMP SLOPE 1:12 DFMD RAY BAGGAGE SCANNER PASSENGER LIFT LOBBY SLOPE 1:12 FRISKING BOOTH RAILING AS/DETAIL RAILING AS/DETAIL RAILING AS/DETAIL RAILING AS/DETAIL TOS -13525 FFL -13300 CUTOUT IN WALL FOR PRESS. (CILL=0MM, LINTEL=B.O BEAM) CUTOUT IN WALL FOR PRESS. (CILL=0MM, LINTEL=B.O BEAM) TOS -10975 FFL -10875 CUTOUT IN WALL (CILL=+2425 MM, LINTEL=+3625 from BASEMENT F.FL) ASSETLINE 7.5M WIDE RAMP SLOP 1:10 RAMP UP TO B2 FROM B3 LOBBY PRESS. LOBBY PRESS. FHC ST.PRES. RWP FHC COM TFA MEP ABOVE PLU. SHAFT ABOVE ELEC PANEL E.S E.S E.S LOBBY PRESS. CHWP FHC ELEC PANEL FHC ELEC PANEL 6MWIDEDRIVEWAY 6M WIDE DRIVEWAY TOS -13525 FFL -13450 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 FFLTOS-13525 -13450 FD1 FD10 FD10 FD2 FD6 FD3 FD14 FHC1 FD15 FD15 FD15 FHC1 FD20 FHC1 FHC1 FD15 FD24 FD13 D1 D1 FD24 FD24 FD6 SD1 FD6 FD13 FFLTOS-13525 -13450 TOS -13525 FFL -13300 6M WIDE DRIVEWAY TOS -13525 FFL -13450 6M WIDE DRIVEWAY TOS -13525 FFL -13450 6M WIDE DRIVEWAY TOS -13525 FFL -13450 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 TOS -13525 FFL -13300 TOS -13525 FFL -13450 PLENUM FAN ROOM FAN ROOM PLENUM TOS -13525 FFL -13300 TOS -13350 FFL -13250 TOS -13525 FFL -13450 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 200 200 3900 200 2500 200 2700 200 3700 200 2700 2700 200 2700 200 2700 200 1660 2700 200 2700 1250 200 3335 200 2700 200 1250 200 3050 600 200 200 3000 100 7800 800 200 200 1250 4100 300 7500 200 4100 600 700 8700 200 700 200 1500 500 200 200 200 200 1300 200 650 1150 550 600 100 4100 200 200 900 200 7800 200 200 200 4700 200 1700 1200 200 750 3800 950 2600 900 200 2000 1000 1350 100 100 900 1600 1500 2200 900 200 200 400 1900 eq eq eq. eq. 1450 940 1900 1700 300 EQ. 2370 200 200 1800 eq. eq. 2000 2000 1230 2700 3900 1200 3750 1200 1500 1780 2795 7625 900 1500 1500 800 200 eq. 1500 eq. 7300 200 200 200 450 1200 600 1200 500 750 1300 725 1300 450 1300 400 1200 600 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN DFMD RAY BAGGAGE SCANNER FEMALE FRISKING BOOTH C C C POP-AR-507.1 ST-07 POP-AR-513 RAMP-1 POP-AR-511.1 ST-11 POP-AR-901 REFER DWG POP-AR-907 REFER DWG AS/ MEP REFER TOILET DETAIL DRAWINGS GLAZING AS/DETAIL GLAZING AS/DETAIL BASEMENT F.FL) 2650X1000MM CUTOUT IN WALL (CILL=+2800 MM, LINTEL=+3800 from BASEMENT F.FL) 2350X900MM CUTOUT IN WALL (CILL=+2800 MM, LINTEL=+3700 from BASEMENT F.FL) (CILL=+2550 MM, LINTEL=+3850 from BASEMENT F.FL) AS/ SCHEMATIC SECTION A TOS -13525 FFL -13300 TOS -13525 FFL -13300 600 1200 600 1200 600 1200 500 1200 WALL TO BE CONSTRUCTED IN CO-ORDINATION WITH APPROVED SHOP DRAWING OF RESPECTIVE MEP CONTRACTOR. AAC BLOCK WORK TO BE ERECTED AFTER INSTALLATION OF EQUIPMENTS/SERVICES.(For all Shafts, Fan Rooms, Pump Rooms, etc.) AAC BLOCK WORK AS PER CONTRACTOR VENDOR SHOP DRAWING. A B C SERVICE CUTOUT ABOVE ALL FILLING WHEREVER INDICATED IS LIGHTWEIGHT AS/SPEC. WATER PROOFING TO BE DONE AS/SPEC. IN ALL SUNKEN AREAS. FOR FINISHES IN INDIVIDUAL ROOM REFER FINISHING SCHEDULE. ALL PLUMBING SHAFTS TO BE WATERPROOFED AFTER SEALING. ALL CUTOUT/SHAFTS TO BE PROPERLY SEALED FOR 2 HRS FIRE RATING AFTER INSTALLATION SERVICES. ALL PRESSURIZATION OPENING FOR THE STAIRCASES/LIFT LOBBIES SHOWN MUST BE CO-ORDINATED WITH THE RESPECTIVE STAIRCASE DRAWING AND VENDOR SHOP DRAWING. DOORS AND LINTELS OF ALL LV AND MV SHAFTS TO BE DESIGNED AND MADE AFTER SHOP DRAWING OF PANEL ELEVATION IS APPROVED. ALL WALLS TO BE CONSTRUCTED TILL THE LINTEL HEIGHT MENTIONED IN THE DOOR SCHEDULE. MASONRY ABOVE TO BE ERECTED TILL SLAB/BEAM SOFFIT AFTER THE SERVICES PIPES/DUCTS ARE LAID. ALL SERVICE SHAFT WILL BE CLOSED AFTER EQUIPMENT INSTALLATIONS. FINISHED LEVEL OF ALL TOILETS ARE 12MM LOWER THAN SURROUNDING LEVEL. TOILET MASONRY TO BE REFERRED FROM THEIR RESPECTIVE DETAIL DRAWINGS. WALLS AROUND LIFT WELL TO BE CONSTRUCTED AFTER APPROVAL OF SHOP DRAWINGS. 100 MM HIGH LEDGE WALL TO BE CONSTRUCTED BELOW ALL FHC DOORS. FINISH LEVEL OF ELECTRICAL ROOM, MV & LV SHAFT & OTHER SERVICES ROOMS WILL BE 150 HIGHER THAN THE SURROUNDING LEVELS. NOTES: ALL MASONRY WALLS ARE 200 MM THICK. AAC BLOCKS OF APPROVED MAKE UNLESS OTHERWISE MENTIONED. FOR ALL GLAZING ALUMINIUM WORK PLEASE REFER SEPARATE DRAWINGS. REFER PLUMBING DRAWINGS ALONG WITH THIS DRAWING FOR SLOPES/RIDGE LINES TOWARDS PERFORATED DRAINS. DRAINAGE SUMP PUMP (SIZE- 2MX2MX2M DEPTH)TYP. AS/MEP 300MM WIDE DRAIN CHANNEL WITH 350MM WIDE M.S. GRATING AS/MEP D E 300MM WIDE & 250MM DEPTH DRAIN CHAMBER AS/MEP F LOCALISE SLOPE TO BE PROVIDED TOWARDS ALL DRAIN OPENINGS/ GRATING. ALL PLENUM OPENING DIMENSIONS TO BE CONFIRMED WITH SHOP DWG. REFER DRAIN CHANNEL LAYOUT DRAWINGS FOR DRAIN AND SUMP LOCATIONS POP-AR-515) CAR PARKING NUMBERS WILL BE CONFIRMED AT THE TIME OF FINALIZATION OF STACK PARKING. MASONRY OPENING IN PLENUM SERVICE AREAS/ SHAFTS TO BE COORDIANTED WITH MEP DRAWINGS. AAC BLOCKWORK TO BE CONSTRUCTED AS/STANDARD NORMS (STRUCTURAL SPECS) FOR STRENGTHENING. LIFT LOBBY ENTRANCES W.R.T TURNSTILES/FRISKING, MASONRY WALLS WILL BE IN COORDINATION WITH VENDOR SHOP DRAWINGS. REFER DWG POP-AR-907 FOR FAN ROOM, VENT SHAFT AND PLENUM DETAILS. BLOCK WORK TO BE DONE AFTER THE INSTALLATION OF EQUIPMENTS. G FINISH LEVEL OF FHC SHAFT, ELECTRICAL PANELS ETC. IS 100 MM RAISED FROM THE SURROUNDING LEVELS. 3 4 5 6 7 8 9 10 ASSET LINE HATCH LEGEND: BLOCK WORK DRIVEWAY PLENUM AT RAISED LEVEL 2023-05-26 TG 7 8 SITE GFC 6 2023-05-26 TG revisions as marked R6 KEY PLAN: NOTES POPULUS_LP- 1B- 04 Job Title Drawing Title Architect's Signature Document Release Type Revision No. Drawing No. Drawn by 1:100 ON A0 SHEET Job No. 2021/44 Scale Checked by ARCOP ASSOCIATES PVT. LTD. A-15, PAMPOSH ENCLAVE, G.K. 1, NEW DELHI 110048. & PLOT NO 36-B SECTOR 32, GURGAON HARYANA 122001. RESIDENT ARCHITECTS: POPULUS DEVELOPERS LIMITED LP-1B-04,GATEWAYS DISTRICT, AEROCITY, INDIRA GANDHI INTERNATIONAL AIRPORT, NEW DELHI 110037 CLIENTS: NORTH POP-AR-151.1 SN TG N STRUCTURE CONSULTANTS: TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD, NOIDA 201301, INDIA MEP & FFS SANELAC CONSULTANTS PVT LTD, C-64/2, OKHLA INDUSTRIAL AREA, PHASE-II, NEW DELHI-110020 PLP ARCHITECTURE IBEX HOUSE, 42-47 MINORIES, LONDON, EC3N 1DY CONCEPT CONSULTANT: LANDSCAPE CONSULTANT TRAFFIC & TRANSPORT CONSULTANT SUSTAINABILITY CONSULTANT GODREJ GREEN BUILDING CONSULTANCY SERVICES GODREJ BHAVAN, ISHWAR NAGAR, OKHLA-110065, NEW DELHI, INDIA 1. DIMENSIONS ARE NOT TO BE SCALED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH THE RELEVANT ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY OR OMISSION SHALL BE BROUGHT IN TO NOTICE OF ARCHITECT. 3. DO NOT SCALE THE DRAWING, WRITTEN DIMENSION TO BE FOLLOWED. 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS STATED OTHERWISE SPECIFIED. 5. ALL LEVELS ARE IN MILLIMETERS AND RELATE TO GIVEN DATUM LEVEL. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS, AND SPECIFICATIONS & SITE CONDITIONS & SHALL REPORT ANY ERROR, OMISSION AND/OR ANOMALY TO THE CAMPUS DESIGNER BEFORE COMMENCEMENT OF WORK. 7. FOR CONSTRUCTION PURPOSES, THE DIMENSIONS SHALL BE READ AND NOT TO BE MEASURED DIRECTLY OF THE DRAWINGS. THE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNTIL THEY ARE ISSUED FOR CONSTRUCTION. 8. THESE DRAWINGS ARE TO BE READ IN CO-ORDINATION WITH STRUCTURAL, HVAC, ELECTRICAL, PLUMBING, IT DRAWINGS & ALL RELEVANT SECTIONS OF SPECIFICATIONS. 9. ALL SHOP DRAWINGS SHOULD BE PROVIDED TO THE RESIDENT ARCHITECT FOR APPROVAL. GOOD FOR CONSTRUCTION R0 A U T H O R T Y UNITRANS MOBILITY SOLUTIONS PVT. LTD., 357, SFS FLATS, PHASE-IV, ASHOK VIHAR, NEW DELHI-110052 ISSUES No Date By Description REVISIONS No Date By Description ROHA,C 536, Defence Colony, Ground Floor, New Delhi 110024 26 MAY 2023 R1 1 TG 8 SITE GFC 1 2 2023-01-23 TG missing dim added 2023-12-09 2 2023-01-23 TG BASEMENT-3 MASONRY PLAN (PART-1) 8 SITE GFC ASSET LP-1B-04 ASSET R2 2023-02-16 TG updated as per coordinated MEP drawing 3 2023-02-16 TG 8 SITE GFC R3 3 2023-04-14 TG updated as per coordinated MEP drawing 2023-04-14 TG 4 8 SITE GFC R4 2023-04-19 TG 5 8 SITE GFC 4 2023-04-19 TG updated MEP changes 2023-04-28 TG 6 8 SITE GFC 5 2023-04-28 TG revisions as marked R5
6MWIDEDRIVEWAY
12 A B C Aa ASSET LINE VENTB3SHAFTABOVE PUMP ROOM UP UP SLOPE 1:12 SL 5 (2600x3050) ST-08 ST-12 PLENUM AT RAISED LEVEL ATPLENUMRAISED LEVEL 11 12 13 14 15 16 17 18 TOS -13525 FFL -13450 TOS -13325 FFL -13225 RAIN WATER STORAGE TANK 510 CUBIC M. EFF DEPTH= 3.1M ASSET LINE ASSETLINE CUTOUT FOR PLU.RM DUCT ABOVE ST. PRESS. RWP FHC LOBBY PRESS E.S EL PANEL RWP TOS -13525 FFL -13300 TOS -13525 FFL -13450 TOS -13525 FFL -13300 FD3 FD1 FHC1 FD5 FD24 FD13 FD15 FD14 FD10 6M WIDE DRIVEWAY TOS -13525 FFL -13450 TOS -13525 FFL -13450 6M WIDE DRIVEWAY TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 G 3675 7060 920 4565 200 1725 2000 3050 1960 7650 1700 200 200 200 2600 200 990 1090 300 200 950 200 200 1070 1500 6960 650 200 900 200 1750 4700 200 200 1650 1500 3090 1500 1900 625 90° 90° 7260 100 2700 200 1225 750 200 800 200 eq. eq. ALIGN ALIGN ALIGN C POP-AR-512.1 ST-12 POP-AR-508.1 ST-08 POP-AR-904 REFER DWG CUTOUT IN WALL FOR PRESS. (CILL=0MM, LINTEL=B.O BEAM) -10975TOS-10875FFL 500 1200 500 1200 500 1200 500 1200 KEY PLAN: NOTES 1. DIMENSIONS ARE NOT TO BE SCALED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH THE RELEVANT ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY OR OMISSION SHALL BE BROUGHT IN TO NOTICE OF ARCHITECT. 3. DO NOT SCALE THE DRAWING, WRITTEN DIMENSION TO BE FOLLOWED. 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS STATED OTHERWISE SPECIFIED. 5. ALL LEVELS ARE IN MILLIMETERS AND RELATE TO GIVEN DATUM LEVEL. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS, AND SPECIFICATIONS & SITE CONDITIONS & SHALL REPORT ANY ERROR, OMISSION AND/OR ANOMALY TO THE CAMPUS DESIGNER BEFORE COMMENCEMENT OF WORK. 7. FOR CONSTRUCTION PURPOSES, THE DIMENSIONS SHALL BE READ AND NOT TO BE MEASURED DIRECTLY OF THE DRAWINGS. THE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNTIL THEY ARE ISSUED FOR CONSTRUCTION. 8. THESE DRAWINGS ARE TO BE READ IN CO-ORDINATION WITH STRUCTURAL, HVAC, ELECTRICAL, PLUMBING, IT DRAWINGS & ALL RELEVANT SECTIONS OF SPECIFICATIONS. 9. ALL SHOP DRAWINGS SHOULD BE PROVIDED TO THE RESIDENT ARCHITECT FOR APPROVAL. ASSET LP-1B-03 ASSET ASSET LP-1B-02
Basement 3 Plan
13 TYPICAL SECTION THROUGH FAN ROOM/PLENUM /VENT SHAFTS VENT SHAFT B2 FAN ROOM VENT SHAFT B3 3800 4625 VENT SHAFT B3 BASEMENT-02 LVL.-8825mm BASEMENT-03 LVL.-13450mm BASEMENT-01 LVL.-5025mm PLENUM TYP. SCHEMATIC SECTION FOR HANGING PLENUMS PLENUM FD13 SLOPE 100 MM FINISH MARGIN 100MM 100MM M.S 200 100 DRAIN PIPE CONNECT TO NEAREST DRAIN 150X150 CUTOUT FOR DRAIN 200 1000 130 MM D E F G H J K ASSET SLOPE 1:12 ELEC ROOM FIRE SAFE CORRIDOR SL 6 (2600x3050) SUMP ROOM SL 7 (2455x3050) PL 16 (2700x2700) PL 15 (2700x2700) PL 14 (2700x2700) PL 11 (2700x2700) PL 12 (2700x2700) PL 13 (2700x2700) PASSENGER LIFT LOBBY (C3) LOBBY ENTRY SERVICE LOBBY ENTRY MDB PANEL ROOM UP UP SERVICE LIFT LOBBY ST-10 ST-09 GARBAGE ROOM DOG KENNEL WASHROOM Z1 ALIGN FEMALE FRISKING BOOTH RAY BAGGAGE SCANNER DFMD RAILING AS/DETAIL
ASSETLINE 7.5M WIDE RAMP SLOPE 1:10 ST. PRESS. ST. PRESS. FHC LOBBY PRESS SHAFT RISING MAIN STANDBY FHC MEP HVAC/ PLUMB FHC VACANT SHAFT LLP SHAFT FHC FHC MEP ELV ROOM PLUMBING, HVAC VENT SHAFT ABOVE FHC FHC ELEC PANEL E.S E.S LOBBY PRESS SHAFT VENT SHAFT PLU. SHAFT RAMP DOWN FROM B2 TO B2 6M WIDE DRIVEWAY 6M WIDE DRIVEWAY WIDE6M DRIVEWAY -13525TOS-13450FFL 7.5M WIDE DRIVEWAY TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13450 TOS -13525 FFL -13300 TOS -13525 FFL -13450 TOS -13525 FFL -13450 FD3 FD2 D1 FD2 FD10 FD1 FD1 FD3 FD10 D1 FHC1 FHC1 FD24 D1 FD17 FD16 FHC1 FD15 FD16 FHC1 FD16 FHC1 FHC1 FD15 FD15 FHC1 FD21 -13525TOS-13450FFL TOS -13525 FFL -13450 TOS -13525 FFL -13450 TOS -13525 FFL -13450 6M WIDE DRIVEWAY TOS -13525 FFL -13350 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13350 TOS -13525 FFL -13350 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13450 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 TOS -13525 FFL -13300 700 200 300 6700 4100 2700 2700 2700 2150 2700 2700 2700 2700 2600 3050 4000 200 2000 200 900 200 9800 1300 200 1800 200 3050 2455 2730 3800 200 200 4000 200 200 200 200 200 200 700 750 1000 1300 200 700 200 1250 200 200 200 700 200 200 200 1300 200 200 200 2550 200 200 925 200 1675 200 3700 200 2700 1325 200 2800 200 750 200 2200 200 750 200 1000 200 200 250 200 1410 200 3400 300 1700 200 1250 200 1260 200 200 900 200 800 200 1000 200 200 200 3000 200 5280 200 7575 200 1300 200 200 700 200 200 1625 200 1410 200 200 5700 1500 1500 eq. eq. 1800 900 1800 200 200 900 1600 1100 200 200 eq. 4500 eq. eq. 500 810 5550 ALIGN ALIGN ALIGN TOS -13525 FFL -13300 400MM x 2100MM CUTOUT IN WALL FOR PRESS. GRILL (CILL=0MM, LINTEL= 2100MM) WIDE6M DRIVEWAY FFL -13075 ALIGN ALIGN TOS -13525 FFL -13300 TOS -13525 FFL -13450 ALIGN C C C C POP-AR-509.1 ST-09 POP-AR-514 RAMP-2 POP-AR-907 REFER DWG AS/ MEP POP-AR-907 REFER DWG AS/ MEP TOS -13525 FFL -13300 CUTOUT IN WALL (CILL=+2425 MM, LINTEL=+3625 from BASEMENT F.FL) CUTOUT IN WALL FOR PRESS. (CILL=0MM, LINTEL=B.O BEAM) CUTOUT IN WALL (CILL=+2425 MM, LINTEL=+3625 from BASEMENT F.FL) TOS -13525 FFL -13300 SLOPE 1:12 CUTOUT IN WALL FOR PRESS. (CILL=0MM, LINTEL=B.O BEAM) ALIGN FRISKING BOOTH RAY BAGGAGE SCANNER DFMD WALL TO BE CONSTRUCTED IN CO-ORDINATION WITH APPROVED SHOP DRAWING OF RESPECTIVE MEP CONTRACTOR. AAC BLOCK WORK TO BE ERECTED AFTER INSTALLATION OF EQUIPMENTS/SERVICES. (For all Shafts, Fan Rooms, Pump Rooms, etc.) AAC BLOCK WORK AS PER CONTRACTOR VENDOR SHOP DRAWING. B C SERVICE CUTOUT ABOVE ALL FILLING WHEREVER INDICATED IS LIGHTWEIGHT AS/SPEC. WATER PROOFING TO BE DONE AS/SPEC. IN ALL SUNKEN AREAS. FOR FINISHES IN INDIVIDUAL ROOM REFER FINISHING SCHEDULE. ALL PLUMBING SHAFTS TO BE WATERPROOFED AFTER SEALING. ALL CUTOUT/SHAFTS TO BE PROPERLY SEALED FOR HRS FIRE RATING AFTER INSTALLATION SERVICES. ALL PRESSURIZATION OPENING FOR THE STAIRCASES/LIFT LOBBIES SHOWN MUST BE CO-ORDINATED WITH THE RESPECTIVE STAIRCASE DRAWING AND VENDOR SHOP DRAWING. DOORS AND LINTELS OF ALL LV AND MV SHAFTS TO BE DESIGNED AND MADE AFTER SHOP DRAWING OF PANEL ELEVATION IS APPROVED. ALL WALLS TO BE CONSTRUCTED TILL THE LINTEL HEIGHT MENTIONED IN THE DOOR SCHEDULE. MASONRY ABOVE TO BE ERECTED TILL SLAB/BEAM SOFFIT AFTER THE SERVICES PIPES/DUCTS ARE LAID. ALL SERVICE SHAFT WILL BE CLOSED AFTER EQUIPMENT INSTALLATIONS. FINISHED LEVEL OF ALL TOILETS ARE 12MM LOWER THAN SURROUNDING LEVEL. TOILET MASONRY TO BE REFERRED FROM THEIR RESPECTIVE DETAIL DRAWINGS. WALLS AROUND LIFT WELL TO BE CONSTRUCTED AFTER APPROVAL OF SHOP DRAWINGS. 100 MM HIGH LEDGE WALL TO BE CONSTRUCTED BELOW ALL FHC DOORS. FINISH LEVEL OF ELECTRICAL ROOM, MV & LV SHAFT & OTHER SERVICES ROOMS WILL BE 150 HIGHER THAN THE SURROUNDING LEVELS. NOTES: ALL MASONRY WALLS ARE 200 MM THICK. AAC BLOCKS OF APPROVED MAKE UNLESS OTHERWISE MENTIONED. FOR ALL GLAZING ALUMINIUM WORK PLEASE REFER SEPARATE DRAWINGS. REFER PLUMBING DRAWINGS ALONG WITH THIS DRAWING FOR SLOPES/RIDGE LINES TOWARDS PERFORATED DRAINS. DRAINAGE SUMP PUMP (SIZE2MX2MX2M DEPTH)TYP. AS/MEP 300MM WIDE DRAIN CHANNEL WITH 350MM WIDE M.S. GRATING AS/MEP D E 300MM WIDE & 250MM DEPTH DRAIN CHAMBER AS/MEP F LOCALISE SLOPE TO BE PROVIDED TOWARDS ALL DRAIN OPENINGS/ GRATING. ALL PLENUM OPENING DIMENSIONS TO BE CONFIRMED WITH SHOP DWG. REFER DRAIN CHANNEL LAYOUT DRAWINGS FOR DRAIN AND SUMP LOCATIONS POP-AR-515) CAR PARKING NUMBERS WILL BE CONFIRMED AT THE TIME OF FINALIZATION OF STACK PARKING. MASONRY OPENING IN PLENUM SERVICE AREAS/ SHAFTS TO BE COORDIANTED WITH MEP DRAWINGS. AAC BLOCKWORK TO BE CONSTRUCTED AS/STANDARD NORMS (STRUCTURAL SPECS) FOR STRENGTHENING. LIFT LOBBY ENTRANCES W.R.T TURNSTILES/FRISKING, MASONRY WALLS WILL BE IN COORDINATION WITH VENDOR SHOP DRAWINGS. REFER DWG POP-AR-907 FOR FAN ROOM, VENT SHAFT AND PLENUM DETAILS. BLOCK WORK TO BE DONE AFTER THE INSTALLATION OF EQUIPMENTS. G FINISH LEVEL OF FHC SHAFT, ELECTRICAL PANELS ETC. IS 100 MM RAISED FROM THE SURROUNDING LEVELS. HATCH LEGEND: BLOCK WORK DRIVEWAY PLENUM AT RAISED LEVEL 2100 FHC SHAFT 200MM BLOCK WORK RCC LINTEL AS/STRUC. TYPICAL FHC SHAFT SECTION 150 DRAIN POINT BASE. FFL. FHC/LOBBY FFL. 2023-05-26 TG 7 8 SITE GFC 6 2023-05-26 TG revisions as marked R6 26 MAY 2023 POPULUS_LP1B04 Job Title Drawing Title Architect's Signature Document Release Type Revision No. Drawing No. Drawn by 1:100 ON A0 SHEET Job No. 2021/44 Scale Checked by ARCOP ASSOCIATES PVT. LTD. A-15, PAMPOSH ENCLAVE, G.K. 1, NEW DELHI 110048. PLOT NO 36-B SECTOR 32, GURGAON HARYANA 122001. RESIDENT ARCHITECTS: POPULUS DEVELOPERS LIMITED LP-1B-04,GATEWAYS DISTRICT, AEROCITY, INDIRA GANDHI INTERNATIONAL AIRPORT, NEW DELHI 110037 CLIENTS: NORTH POP-AR-151.3 SN TG N STRUCTURE CONSULTANTS: TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD, NOIDA 201301, INDIA MEP & FFS SANELAC CONSULTANTS PVT LTD, C-64/2, OKHLA INDUSTRIAL AREA, PHASE-II, NEW DELHI-110020 PLP ARCHITECTURE IBEX HOUSE, 42-47 MINORIES, LONDON, EC3N 1DY CONCEPT CONSULTANT: LANDSCAPE CONSULTANT TRAFFIC & TRANSPORT CONSULTANT SUSTAINABILITY CONSULTANT GODREJ GREEN BUILDING CONSULTANCY SERVICES GODREJ BHAVAN, 3 ISHWAR NAGAR, OKHLA-110065, NEW DELHI, INDIA GOOD FOR CONSTRUCTION R0 A U T H O R T Y UNITRANS MOBILITY SOLUTIONS PVT. LTD., 357, SFS FLATS, PHASE-IV, ASHOK VIHAR, NEW DELHI-110052 ISSUES No Date By Description REVISIONS No Date By Description ROHA,C 536, Defence Colony, Ground Floor, New Delhi 110024 R1 1 TG 8 SITE GFC 1 2023-01-23 TG 8 SITE GFC BASEMENT-3 MASONRY PLAN (PART-3) 2023-12-09 2 2023-01-23 TG 8 SITE GFC R2 2 2023-02-16 TG updated as per coordinated MEP drawing 3 2023-02-16 TG 8 SITE GFC R3 3 2023-04-14 TG updated as per coordinated MEP drawing 2023-04-14 TG 4 8 SITE GFC R4 2023-04-19 TG 5 8 SITE GFC 4 2023-04-28 TG updated MEP changes 2023-04-28 TG 6 8 SITE GFC 5 2023-04-28 TG revisions as marked R5
ASSET LINE
14 SECTION PLAN SECTION Pass. Lift Lobby
DETAIL A (1:10) DETAIL B (1:10) DETAIL C (1:5) SECTION
SECTION
PLAN PLAN FLOORING PLAN RCP
Lobby
A
C
SECTION B SECTION D
16 A -88 -92 2200 B A' A B -56 -70 -61 -76 -52 2200 1600 150 ST.PRES. -61 -66 -73 -76 -73 -77 1600 600 1600 350 3300 11 TREADS@300 3800 250 7500 200 A B FD1 2350 300 200 A' A B FD1 1600 2300 250 3300 11TREADS@300 50 1800 1765 A B FD1 1765 2300 250 50 200 A B FD1 2300 1765 250 50 200 A' A B 250 50 1765 1600 2300 50 420 1600 FD1 3300 11 TREADS@300 200 200 PLAN STAIRCASE AT BASEMENT 03 7 PLAN STAIRCASE AT BASEMENT 02 LEVEL 6 PLAN STAIRCASE AT BASEMENT 5 PLAN STAIRCASE AT GROUND FLOOR LEVEL 4 PLAN STAIRCASE AT FIRST FLOOR LEVEL 3 PLAN STAIRCASE AT SECOND FLOOR 2 PLAN STAIRCASE AT TYPICAL(THIRD-EIGHT) FLOOR LEVEL 1 INTERMEDIATE PLAN BETWEEN (FIRST- GROUND) FLOOR LEVEL 3 Staircase
17 A' -88 -82 1600 150 ST.PRES. 1600 1600 350 3300 11 TREADS@300 600 50 250 7500 3800 200 GROUND FLOOR LEVEL F.F.L +250 T.O.S +175 REFER STRUCTURAL DRAWING FOR CONTINUATION/FOUNDATION FFL-13300 TOS -13350 -92 51 47 LANDING LEVEL F.F.L +2030/ T.O.S +1980 -12 12 35 LANDING LEVEL F.F.L -1510/ T.O.S -1560 24 0 -61 -47 -23 -73 -88 -76 -49 A' 3300 11 TREADS@300 250 600 1600 1600 1600 3800 7500 300 100 200 1600 A' 3300 11 TREADS@300 1600 50 420 1600 A' 1600 3000 10 TREADS@300 350 420 0 GROUND FLOOR LEVEL F.F.L +250 12 RISERS RAILING AS/DETAIL 12 RISERS RAILING AS/DETAIL 04 RISERS FOURTH FLOOR F.F.L +17740 T.O.S +17665 THIRD FLOOR F.F.L +13640 T.O.S +13565 T.O.S +175 Wall in Elevation +12 Wall in Elevation 12 RISERS RAILING AS/DETAIL 12 RISERS RAILING AS/DETAIL 04 RISERS 12 RISERS RAILING AS/DETAIL 12 RISERS RAILING AS/DETAIL 04 RISERS BASMENT 3 LEVEL F.F.L -13450/-13525 T.O.S BASMENT 2 LEVEL F.F.L -8825/ -8900 T.O.S -73 -76 3 RISERS -12 12 RISERS 12 RISERS 12 RISERS -23 4 RISERS -35 FFL-13300 12 RISERS -88 -92 TOS -13350 BASMENT 1 LEVEL F.F.L -5025/ -5100 T.O.S FFL-1510 -47 -61 12 RISERS TOS -1560 RISERS 12 RISERS 12 RISERS 12 RISERS 12 RISERS 11 RISERS 11 RISERS FFL +2030 TOS +1980 TOS -8725 LANDING LEVEL F.F.L -10915/ T.O.S-10965 FFL-8675 FFL-3120 FFL-6630 TOS -6680 FFL-4875 TOS -3170 TOS -4925 RAMP 1630 1780 450 12 EQ RISER 1755 12 EQ RISER 4 EQ RISER 4 EQ RISER 590 12 EQ RISER 590 1755 12 EQ RISER 4 EQ RISER 12 EQ RISER 595 1755 12 EQ. RISER 1755 3 EQ. RISER 12 EQ. RISER 12 EQ. RISER 12 EQ. RISER 1755 590 1755 12 EQ RISER 12 EQ. RISER 2 EQ. RISER 11 EQ. RISER 12 EQ. RISER FFL +7785 TOS +7735 1790 290 1755 1790 1755 1610 1760 1780 590 1755 12 EQ RISER 1755 4 EQ RISER 12 EQ RISER 4 EQ. RISER 12 EQ. RISER 12 EQ. RISER 11 EQ. RISER 03 LEVEL SECTION AA' 8 SECTION BB' 9 01 LEVEL LEVEL LEVEL KEY PLAN: ARCOP ASSOCIATES PVT. LTD. A-15, PAMPOSH ENCLAVE, G.K. 1, NEW DELHI 110048. & PLOT NO 36-B SECTOR 32, GURGAON HARYANA 122001. RESIDENT ARCHITECTS: POPULUS DEVELOPERS LIMITED LP-1B-04,GATEWAYS DISTRICT, AEROCITY, INDIRA GANDHI INTERNATIONAL AIRPORT, CLIENTS: STRUCTURE CONSULTANTS: TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD, NOIDA 201301, INDIA MEP & FFS PLP ARCHITECTURE IBEX HOUSE, 42-47 MINORIES, LONDON, EC3N 1DY CONCEPT CONSULTANT: LANDSCAPE CONSULTANT TRAFFIC & TRANSPORT CONSULTANT SUSTAINABILITY CONSULTANT GODREJ GREEN BUILDING CONSULTANCY SERVICES GODREJ BHAVAN, ISHWAR NAGAR, OKHLA-110065, NEW DELHI, INDIA 1. DIMENSIONS ARE NOT TO BE SCALED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH THE RELEVANT ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY OR OMISSION SHALL BE BROUGHT IN TO NOTICE OF ARCHITECT. 3. DO NOT SCALE THE DRAWING, WRITTEN DIMENSION TO BE FOLLOWED. 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS STATED OTHERWISE SPECIFIED. 5. ALL LEVELS ARE IN MILLIMETERS AND RELATE TO GIVEN DATUM LEVEL. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS, AND SPECIFICATIONS & SITE CONDITIONS & SHALL REPORT ANY ERROR, OMISSION AND/OR ANOMALY TO THE CAMPUS DESIGNER BEFORE COMMENCEMENT OF WORK. 7. FOR CONSTRUCTION PURPOSES, THE DIMENSIONS SHALL BE READ AND NOT TO BE MEASURED DIRECTLY OF THE DRAWINGS. THE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNTIL THEY ARE ISSUED FOR CONSTRUCTION. 8. THESE DRAWINGS ARE TO BE READ IN CO-ORDINATION WITH STRUCTURAL, HVAC, ELECTRICAL, PLUMBING, IT DRAWINGS & ALL RELEVANT SECTIONS OF SPECIFICATIONS. 9. ALL SHOP DRAWINGS SHOULD BE PROVIDED TO THE RESIDENT ARCHITECT FOR APPROVAL. POPULUS_LP- 1B- 04 Job Title Drawing Title Document Release Type Drawing No. Drawn by ON A1 SHEET Job No. 2021/44 Scale Checked by NORTH POP-AR-507.1 D.C TG 13 APRIL 2023 GOOD FOR CONSTRUCTION SANELAC CONSULTANTS PVT LTD, C-64/2, OKHLA INDUSTRIAL AREA, PHASE-II, NEW DELHI-110020 UNITRANS MOBILITY SOLUTIONS PVT. LTD., 357, SFS FLATS, PHASE-IV, ASHOK VIHAR, NEW DELHI-110052 ISSUES REVISIONS No Date By Description No Date By Description Architect's Signature STAIRCASE 07 (STAIRCASE TILL TYPICAL FLOOR) 1 2022-12-29 TG 8 SITE GFC 1:50 ROHA,C 536, Defence Colony, Ground Floor, New Delhi 110024 2 2023-04-13 TG 8 SITE GFC 1 2023-04-13 TG 8 SITE GFC
18 B' 1700 550 3000 10 TREADS@300 6700 4100 1600 900 1600 250 1700 50 3000 10 TREADS@300 1700 350 4100 1600 900 1600 B' 50 1651 1700 900 1600 1600 3300 11 TREADS@300 6700 4100 50 B' 50 1700 3000 10 TREADS@300 6700 1600 900 1600 B 1700 50 3300 11 TREADS@300 1650 1600 900 1600 4100 6700 1700 50 3300 11 TREADS@300 1600 900 1600 B 1010 B 1700 50 3300 11 TREADS@300 6700 1600 900 1600 B 600 900 1700 3300 11 TREADS@300 50 600 1650 200 100 200 6700 100 1600 1600 4100 50 STAIRCASE- 09 BASEMENT-02 STAIRCASE- 09 BASEMENT-01 (INTERMEDIATE LEVEL) STAIRCASE- 09 BASEMENT-01 STAIRCASE- 09 GROUND FLOOR STAIRCASE- 09 FIRST FLOOR STAIRCASE- 09 TYPICAL ( THIRD-SEVENTH) FLOOR STAIRCASESECOND
E
S T A I R C A S
19 350 1700 TREADS@300 250 350 TREADS@300 1700 250 4100 04 RISERS 12 RISERS 12 RISERS 04 RISERS 12 RISERS 12 RISERS 04 RISERS 12 RISERS 12 RISERS 04 RISERS 12 RISERS 12 RISERS 09 RISERS 11 RISERS 11 RISERS 11 RISERS 04 RISERS 11 RISERS 12 RISERS 04 RISERS 12 RISERS 12 RISERS -26 -30 -42 -53 -57 -68 -79 -90 -99 13 25 28 40 56 84 68 10 RISERS 12 RISERS 112 100 96 1770 11 EQ RISER 9 EQ RISER 124 LANDING LEVEL F.F.L +2785/ T.O.S +2735 1345 1640 1640 1610 580 1610 1765 590 1765 1480 440 445 1765 3 EQ RISER 12 EQ RISER 10 EQ RISER 3 EQ RISER 12 EQ RISER 12 EQ RISER 4 EQ RISER 12 EQ RISER 11 EQ RISER 4 EQ RISER 11 EQ RISER 11 EQ RISER 2 EQ RISER IN FILLING 290 44 72 128 13 REFER STRUCTURAL DRAWING FOR CONTINUATION/FOUNDATION -65 -85 -68 16 -89 -39 -42 -88 GROUND FLOOR LEVEL F.F.L +1305 TOS +940 40 47 -45 -71 65 68 37 75 PRESS. CUTOUT 1000 X 600 TREADS@300 1650 4100 50 TREADS@300 1650 300 4100 650 STAIRCASE- 09 BASEMENT-03 KEY PLAN: ARCOP ASSOCIATES PVT. LTD. A-15, PAMPOSH ENCLAVE, G.K. 1, NEW DELHI 110048. & PLOT NO 36-B SECTOR 32, GURGAON HARYANA 122001. RESIDENT ARCHITECTS: POPULUS DEVELOPERS LIMITED LP-1B-04,GATEWAYS DISTRICT, AEROCITY, INDIRA GANDHI INTERNATIONAL AIRPORT, CLIENTS: STRUCTURE CONSULTANTS: TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD, NOIDA 201301, INDIA MEP & FFS PLP ARCHITECTURE IBEX HOUSE, 42-47 MINORIES, LONDON, EC3N 1DY CONCEPT CONSULTANT: LANDSCAPE CONSULTANT TRAFFIC & TRANSPORT CONSULTANT SUSTAINABILITY CONSULTANT GODREJ GREEN BUILDING CONSULTANCY SERVICES GODREJ BHAVAN, 3 ISHWAR NAGAR, OKHLA-110065, NEW DELHI, INDIA 1. DIMENSIONS ARE NOT TO BE SCALED. 2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH THE RELEVANT ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY OR OMISSION SHALL BE BROUGHT IN TO NOTICE OF ARCHITECT. 3. DO NOT SCALE THE DRAWING, WRITTEN DIMENSION TO BE FOLLOWED. 4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS STATED OTHERWISE SPECIFIED. 5. ALL LEVELS ARE IN MILLIMETERS AND RELATE TO GIVEN DATUM LEVEL. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS, AND SPECIFICATIONS & SITE CONDITIONS & SHALL REPORT ANY ERROR, OMISSION AND/OR ANOMALY TO THE CAMPUS DESIGNER BEFORE COMMENCEMENT OF WORK. 7. FOR CONSTRUCTION PURPOSES, THE DIMENSIONS SHALL BE READ AND NOT TO BE MEASURED DIRECTLY OF THE DRAWINGS. THE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNTIL THEY ARE ISSUED FOR CONSTRUCTION. 8. THESE DRAWINGS ARE TO BE READ IN CO-ORDINATION WITH STRUCTURAL, HVAC, ELECTRICAL, PLUMBING, IT DRAWINGS & ALL RELEVANT SECTIONS OF SPECIFICATIONS. 9. ALL SHOP DRAWINGS SHOULD BE PROVIDED TO THE RESIDENT ARCHITECT FOR APPROVAL. POPULUS_LP- 1B- 04 Job Title Drawing Title Document Release Type Drawing No. Drawn by 1:50 Job No. 2021/44 Scale Checked by NORTH POP-AR-509.1 DC TG 21 MARCH 2023 GOOD FOR CONSTRUCTION SANELAC CONSULTANTS PVT LTD, C-64/2, OKHLA INDUSTRIAL AREA, PHASE-II, NEW DELHI-110020 ARCOP ASSOCIATES PVT. LTD., A-15, PAMPOSH ENCLAVE, G.K.1, NEW DELHI-110048 & 32-B, SECTOR-32, GURGAON, HARYANA-122001 UNITRANS MOBILITY SOLUTIONS PVT. LTD., 357, SFS FLATS, PHASE-IV, ASHOK VIHAR, NEW DELHI-110052 ISSUES REVISIONS 1 2022-12-27 TG SITE GFC No Date By Description No Date By Description Architect's Signature STAIRCASE 09 (STAIRCASE TILL TYPICAL FLOOR) FLOOR STAIRCASE- 09 SECOND FLOOR ON A1 SHEET SECTION AA' SECTION BB' 2 2023-03-21 TG SITE GFC 1 2023-03-21 TG SITE GFC SECTION CC'
DOOR ELEVATION
20
1. DIMENSIONS ARE NOT TO BE SCALED.
2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH THE RELEVANT ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS AND ANY AMBIGUITY, DISCREPANCY OR OMISSION SHALL BE BROUGHT IN TO NOTICE OF ARCHITECT.
3. DO NOT SCALE THE DRAWING, WRITTEN DIMENSION TO BE FOLLOWED.
4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS STATED OTHERWISE SPECIFIED.
5. ALL LEVELS ARE IN MILLIMETERS AND RELATE TO GIVEN DATUM LEVEL.
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS, AND SPECIFICATIONS & SITE CONDITIONS & SHALL REPORT ANY ERROR, OMISSION AND/OR ANOMALY TO THE CAMPUS DESIGNER BEFORE COMMENCEMENT OF WORK.
7. FOR CONSTRUCTION PURPOSES, THE DIMENSIONS SHALL BE READ AND NOT TO BE MEASURED DIRECTLY OF THE DRAWINGS. THE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNTIL THEY ARE ISSUED FOR CONSTRUCTION.
8. THESE DRAWINGS ARE TO BE READ IN CO-ORDINATION WITH STRUCTURAL, HVAC, ELECTRICAL, PLUMBING, IT DRAWINGS & ALL RELEVANT SECTIONS OF SPECIFICATIONS.
9. ALL SHOP DRAWINGS SHOULD BE PROVIDED TO THE RESIDENT ARCHITECT FOR APPROVAL.
KEY PLAN:
CLIENTS:
POPULUS DEVELOPERS LIMITED LP-1B-04,GATEWAYS DISTRICT, AEROCITY, INDIRA GANDHI INTERNATIONAL AIRPORT, NEW DELHII - 110037
CONCEPT CONSULTANT:
PLP ARCHITECTURE
IBEX HOUSE, 42-47 MINORIES, LONDON, EC3N 1DY
RESIDENT ARCHITECTS:
ARCOP ASSOCIATES PVT. LTD. A-15, PAMPOSH ENCLAVE, G.K. 1, NEW DELHI 110048. & PLOT NO 36-B SECTOR 32, GURGAON HARYANA 122001.
STRUCTURE CONSULTANTS: TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD, NOIDA 201301, INDIA MEP & FFS
LANDSCAPE CONSULTANT
TRAFFIC & TRANSPORT CONSULTANT
SUSTAINABILITY CONSULTANT GODREJ GREEN BUILDING CONSULTANCY SERVICES GODREJ BHAVAN, 3 ISHWAR NAGAR, OKHLA-110065, NEW DELHI, INDIA
POPULUS_LP- 1B- 04
21
Job Title Drawing Title Document Release Type Drawing No. Drawn by 1:100 Job No. 2021/44 Scale Checked by NORTH DC TG 20 JUNE 2023 SANELAC CONSULTANTS PVT LTD, C-64/2, OKHLA INDUSTRIAL AREA, PHASE-II, NEW DELHI-110020 UNITRANS MOBILITY SOLUTIONS PVT. LTD., 357, SFS FLATS, PHASE-IV, ASHOK VIHAR, NEW DELHI-110052 ISSUES REVISIONS No Date By Description No Date By Description Architect's Signature ON A2 SHEET ROHA,C 536, Defence Colony, Ground Floor, New Delhi 110024 POP-AR-ID-T-14.1
DOCUMENT BASEMENT DOOR WINDOW ELEVATIONS-1
TENDOR
HYCO DESIGN STUDIO 02
HYCO Innovative
Aotomotive design and manufacture a vast array of products that meet vehicle interior, exterior and garage needs, like luggage carriers, Stepney covers, rain visors, car trunk organizers, premium floor mats, and much more.
22
HYCO DESIGN STUDIO
Furniture Layout | Furniture Details | Partition wall Details
23 LOUNGE 16'-3" X 13'-9" (AREA- 225 SQFT) DN VISITOR TOILET 9'-0" X 5'-6" MALE TOILET 9'-0" X 7'-7" FEMALE TOILET 5'-4 1 2" X 7'-11" PANTRY 9'-0" X 7'-0" STORE 9'-7" X 18'-0" CONFERENCE ROOM 31'-0" X 13'-9" (AREA- 430 SQFT) SHOWROOM 42'-7 1 2" X 31'-0" (AREA- 1335 SQFT) LOGO WALL 4 '0 " W I D E P A S S A G E 2' 6' 3' 4' 3' 13'-7" 2' 13' 16'-3" 4'-3" T6 T1 T2 T2 T2 T2 T3 T3 T4 T4 T4 T4 T4 T4 T4 T4 T5 T5 T5 T5 T5 T5 T5 T5 T5 T5 T5 T5 T5 T5 T7 C1 C1 C1 C1 L1 L1 H1 S1 C1 C1 C2 DISTRIBUTION BOARD AR-PD-01 ProjectNo. 1. All dimensions are to be read and not measured. 2. Discrepancy found in drwg. should be brought to the architect's notice before execution at site 3. Architectural drwg. to have precedence over structural drwgs. Drwg No.Date R0 Revision Automobile Accessories NORTH
GLASS TABLE DETAIL (T6 TEBLE)
(T7 TABLE)
24 9'-0" SECTIONAL ELEVATION SECTION AT A COLUMN 2' 2' 12'-5" 16'-01 2 T5 T5 4" 1'-9" 1'-9" 1'-9" 1'-8" 1'-2" 4" 1'-9" 1'-9" 1'-9" 1'-8" 1'-7" 8" 1'-9" 1'-9" 1'-9" 1'-4" 1'-2" 6" 1'-9" 1'-9" 1'-9" 1'-6" 2'-0" 5" COLUMN TO COLUMN TABLE (GLASS & MS TUBES) TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING WOODEN BASE AT DEFERENT LEVEL TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING WOODEN BASE AT DEFERENT LEVEL WOODEN BASE FOR PLANTER WOODEN BASE FOR PLANTER A PLAN 3'-21 2 " 3'-21 2 12'-5" T5 - SHELVES DETAIL 3'-21 2 " 3'-21 2 5" 5" 8" 1'-9" 1'-9" 1'-9" 1'-4" 1'-2" 5" 4" 1'-9" 1'-9" 1'-9" 1'-8" 1'-2" 5" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4"
TOUGHENED SECTION AT AA' 3'-0" 11 2 2'-4 1 2 4" 3" 1 2 " 3'-0" 3'-0" 11 2 2'-4 1 2 4" 3" 3'-0" 2" 8" 6" 8" 2" 5" 2" 1'-0" 2" 5" 1 1 2 1 2 1 1 2 1 3" 2" 4" 2" 8" (MS PLATE FIXING DETAIL)
T5 T5 T5 T5
SECTION AT BB' 1 " X 3" MS PIPE (FRAMING FOR GLASS) 1 X 3" MS PIPE (FRAMING FOR GLASS) 2" X 4" MS PIPE (STRUCTURAL MEMBER) 8"X8" MS BASE PLATE FIXED WITH 6 Nos. FASTENER 8"X8" MS BASE PLATE FIXED WITH 6 Nos. FASTENER 2" X 4" MS PIPE (STRUCTURAL MEMBER) 11 2 X 3" MS PIPE (FRAMING FOR GLASS) 12MM TOUGHENED GLASS 1 " X 3" MS PIPE (FRAMING FOR GLASS) 2" X 4" MS PIPE (STRUCTURAL MEMBER) DETAIL-B 11 2 X 3" MS PIPE (FRAMING FOR GLASS) 2" X 4" MS PIPE (STRUCTURAL MEMBER) 2'-6" 2'-6" 3'-0" 6'-0" 6'-0" 3'-0" 18'-0" 5'-0" 3'-0" 3" 9" 6" 1'-3" 3" 1'-0" 3" 2'-6" 3" 1'-0" 3" 1'-0" 6" 1'-0" 3" 1'-6" 3" 7'-11 2 3" 7'-11 2 3" 1'-6" B' B A' A A' B' B' B 3" 3" 1'-9" 3" 3" 1'-9" 3" 112 1'-11 1 4 1'-6" 3" 7'-11 2 3" 7'-11 2 3" 1'-6" 3" 1'-9" C' C' C C' C PLAN (AT 2'-6" LEVEL) PLAN (AT O'-3" LEVEL) 3" THICK SOLID LIVE EDGE TABLE (WHITE OAK POLISHED IN MELAMINE COAT OF MRF) 3" X 3" THICK SOLID TEAK BASE FOR LIVE EDGE TABLE BOARD FOR SOCKET & LAN 3" X 3" THICK SOLID TEAK LEG 3" X 3" THICK SOLID TEAK LEG 3" X 3" THICK SOLID TEAK LEG 6" X 11 2 THICK SOLID TEAK BASE 3" X 3" THICK SOLID TEAK BASE FOR LIVE EDGE TABLE 3" X 3" THICK SOLID TEAK LEG 6" X 1 THICK SOLID TEAK BASE 3" X 3" THICK SOLID TEAK BASE FOR LIVE EDGE TABLE 3" X 3" THICK SOLID TEAK LEG 3" X 3" THICK SOLID TEAK LEG 3" X 3" THICK SOLID TEAK LEG 6" X 1 THICK SOLID TEAK BASE 3" THICK SOLID LIVE EDGE TABLE (WHITE OAK POLISHED IN MELAMINE COAT OF MRF) 3" X 3" THICK SOLID TEAK LEG 3" X 3" THICK SOLID TEAK LEG 3" X 3" THICK SOLID TEAK LEG 6" X 12 THICK SOLID TEAK BASE FURNITURE DETAIL (T7 TABLE) LIVE EDGE TABLE 9'-0" 2' T5 1'-9" 1'-9" 1'-9" 1'-8" 1'-2" 4" 1'-9" 1'-9" 1'-9" 1'-8" 1'-7" 8" 1'-9" 1'-9" 1'-9" 1'-4" 1'-2" 6" 1'-9" 1'-9" 1'-9" 1'-6" 2'-0" 5" COLUMN TO COLUMN TABLE (GLASS & MS TUBES) TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING WOODEN BASE AT DEFERENT LEVEL TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING WOODEN BASE AT DEFERENT LEVEL WOODEN BASE FOR PLANTER WOODEN BASE FOR PLANTER A PLAN 3'-21 2 3'-21 2 " 12'-5" T5 - SHELVES DETAIL 3'-21 2 3'-21 2 " 5" 5" 8" 1'-9" 1'-9" 1'-9" 1'-4" 1'-2" 5" 4" 1'-9" 1'-9" 1'-9" 1'-8" 1'-2" 5" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" T5 PLAN SECTION AT AA' SECTIONAL ELEVATION A A' B' B 6" 11 2 3'-0" 11 2 3'-0" 11 2 3'-0" 11 2 3'-0" 11 2 6" 3" 112 1112 1'-0" 2" 1112112 3" 2" 13'-7" 4'-0" 2'-4 1 2 4" 3" 1 2 " 3'-0" 13'-7" 6" 11 2 3'-0" 11 2 3'-0" 11 2 3'-0" 11 2 3'-0" 11 2 6" 2'-4 1 2 4" 3" 1 2 3'-0" 2'-4 1 2 4" 3" 1 2 3'-0" 3" 11 2 3'-3" 11 2 3" 2" 8" 6" 8" 2" 5" 2" 1'-0" 2" 5" A A A A B B 2 1 2 2 1 2 1 1 5" 1 2 3" 2" 3" 2" 4" 2" 8" 8" DETAIL-A (MS PLATE FIXING DETAIL)
GLASS TABLE DETAIL
SECTION AT BB' 12MM TOUGHENED GLASS 12MM TOUGHENED GLASS 1 " X 3" MS PIPE (FRAMING FOR GLASS) 1 X 3" MS PIPE (FRAMING FOR GLASS) 2" X 4" MS PIPE (STRUCTURAL MEMBER) 8"X8" MS BASE PLATE FIXED WITH 6 Nos. FASTENER 2" X 4" MS PIPE (STRUCTURAL MEMBER) 8"X8" MS BASE PLATE FIXED WITH 6 Nos. FASTENER 2" X 4" MS PIPE (STRUCTURAL MEMBER) 11 2 X 3" MS PIPE (FRAMING FOR GLASS) 12MM TOUGHENED GLASS 12MM TOUGHENED GLASS 11" X 3" MS PIPE (FRAMING FOR GLASS) 2" X 4" MS PIPE (STRUCTURAL MEMBER) 8"X8" MS BASE PLATE FIXED WITH 6 Nos. FASTENER 12MM TOUGHENED GLASS 1 " X 3" MS PIPE (FRAMING FOR GLASS) 2" X 4" MS PIPE (STRUCTURAL MEMBER) DETAIL-B 11 2 X 3" MS PIPE (FRAMING FOR GLASS) 2" X 4" MS PIPE (STRUCTURAL MEMBER) FURNITURE DETAIL
NEW ZEALAND PINE TOP
2" ɸ MS HOLLOW PIPE
FURNITURE DETAIL (T2 TABLE)
1'-6" ɸ
BY
1. All dimensions are to be read and not measured.
2. Discrepancy found in drwg. should be brought to the architect's notice before execution at site
3. Architectural drwg. to have precedence over structural
25 AR-PD-01 ProjectNo.
GLASS PARTITION DETAIL Drwg No.Date R0 Revision Automobile Accessories 1'-6" 182 " 112 " 6" 2" 2'-8" 2" 6" 3" 2" 112 " 2" 11'-52 " 2" 112 " 2" 3 1 4 " 112 " 2" 1'-8" 2" 6" 2'-0" 6" 6" 2" 2'-8" 2" 6" 11 2 " 43 4 " 2'-81 2 " 11 2 " 43 4 " 11 2 " 112 " 4 3 4 " 1 1 2 " 11'-82 " 112 " 4 3 4 " 112 " 4'-0" 3'-0" 3'-0" 4'-0" 6" 2" 2'-8" 2" 6" 6" 2'-0" 6" 4'-0" 1'-6" PLAN (AT TOP LEVEL) PLAN (AT
LEVEL) SECTION AT BB' SECTION AT AA' A A' B' B 3'-0" 3'-0"
112" X 11 2 " MS ANGLE
TABLE TOP BASE FRAMING
MS ANGLE 112" WIDE MS FLAT 112" WIDE MS FLAT 112" WIDE MS FLAT 112" X 11 2 " MS ANGLE 112" X 11 2 " MS ANGLE NEW ZEALAND PINE TOP NEW ZEALAND PINE TOP
CYLINDER
CYLINDER (PROVIDED
CLIENT) 112" X 11 2 "
1'-6" ɸ
(PROVIDED BY CLIENT)
CYLINDER
HOLLOW PIPE
ɸ MS HOLLOW PIPE 2" ɸ MS HOLLOW PIPE 112" X 11 2 " MS ANGLE
1'-6" ɸ
(PROVIDED BY CLIENT) 2" ɸ MS
2"
182 " 11 2 " 8 1 4 " 1'-6" 182 " 112 " 6" 2" 3'-8" 2" 6" 6" 1'-0" 2" 3'-8" 2" 1'-0" 11 2 " 103 4 " 11 2 " 1'-91 2 " 11 2 " 1'-91 2 " 11 2 " 103 4 " 11 2 " 112 " 4 3 4 " 112 " 1'-8 1 2 " 0" 4 3 4 " 112 " 6'-0" 3'-0" 3'-0" 6'-0" 6" 6" 2" 3'-8" 2" 6" 6" 6" 2'-0" 6" 5'-0" 1'-6" PLAN (AT TOP LEVEL) PLAN (AT TABLE TOP BASE FRAMING LEVEL) SECTION SECTION AT AA' A A' B' B 3'-0" 3'-0" NEW ZEALAND PINE TOP 112" X 11 2 " MS ANGLE 2" ɸ MS HOLLOW PIPE 1'-6" ɸ CYLINDER (PROVIDED BY CLIENT) 112" X 11 2 " MS ANGLE 112" WIDE MS FLAT 112" WIDE MS FLAT 112" WIDE MS FLAT 112" X 11 2 " MS ANGLE NEW ZEALAND PINE TOP NEW ZEALAND PINE TOP 1'-6" ɸ CYLINDER (PROVIDED BY CLIENT) 1'-6" ɸ CYLINDER (PROVIDED BY CLIENT) 2" ɸ MS HOLLOW PIPE 2" ɸ MS HOLLOW PIPE 2" ɸ MS HOLLOW PIPE 112" X 11 2 " MS ANGLE FURNITURE AR-PD-01 ProjectNo. Drwg No.Date R0 Revision NORTH 2" 3'-8" 2" 6" 3" 2" 112 " 2" 11'-52 " 2" 112 " 2" 3 1 4 " 112 " 2" 1'-8" 2" 6" 2'-0" 6" 2" 3'-8" 2" 1'-0" 11 2 " 103 4 " 11 2 " 1'-91 2 " 11 2 " 1'-91 2 " 11 2 " 112 " 4 3 4 " 112 " 1'-8 1 2 " 0" 4 3 4 " 112 " 6'-0" 3'-0" 3'-0" 6'-0" 2" 3'-8" 2" 6" 6" 6" 2'-0" 6" 5'-0" 1'-6" TOP LEVEL) TABLE TOP BASE FRAMING LEVEL) SECTION AT BB' AT AA' A' B' B 3'-0" 3'-0" NEW ZEALAND PINE TOP X 11 2 " MS ANGLE
ɸ MS HOLLOW PIPE 1'-6" ɸ CYLINDER (PROVIDED BY CLIENT) X 11 2 " MS ANGLE 112" WIDE MS FLAT 112" WIDE MS FLAT 112" WIDE MS FLAT 112" X 11 2 " MS ANGLE 112" X 11 2 " MS ANGLE NEW ZEALAND PINE TOP NEW ZEALAND PINE TOP 1'-6" ɸ CYLINDER (PROVIDED BY CLIENT)
ɸ CYLINDER (PROVIDED BY CLIENT)
ɸ MS HOLLOW PIPE 2" ɸ MS HOLLOW PIPE 2" ɸ MS HOLLOW PIPE 112" X 11 2 " MS ANGLE
2"
1'-6"
2"
ɸ MS HOLLOW PIPE (HORIZONTAL) 112" X 11 2 " MS ANGLE NEW ZEALAND PINE TOP PLAN (AT TOP LEVEL) NEW ZEALAND PINE TOP 2" ɸ MS HOLLOW PIPE (HORIZONTAL) 2" ɸ MS HOLLOW PIPE (VERTICAL) 112" X 11 2 " MS ANGLE 112" WIDE MS FLAT 112 " 1'-9" 112 " 112 " 1 3 4 " 1 1 2 " 11'-22 " 112 " 1 3 4 " 112 " 11 2 " 13 4 " 11 2 " 2'-21 2 " 11 2 " 13 4 " 11 2 " 2" 1'-2" 2" 1'-10" 2" 2'-2" 2" 1'-10" PLAN (AT MID LEVEL) 2" ɸ MS HOLLOW PIPE (HORIZONTAL) 112" X 11 2 " MS ANGLE 112" X 11 2 " MS ANGLE 2" ɸ MS HOLLOW PIPE (VERTICAL) 2" ɸ MS HOLLOW PIPE NEW ZEALAND PINE TOP NEW ZEALAND PINE TOP 112" WIDE MS FLAT 112" WIDE MS FLAT A A' B' B SECTION AT AA' SECTION AT BB' 4" 2" 1'-10 1 4 " 2" 4" 1 3 4 " 3'-0" 2" 2'-2" 2" 2" 1'-2" 2" 4" 2" 1'-10 1 4 " 2" 4" 1 3 4 " 3'-0" FURNITURE DETAIL
2" B 2'-0" AS/ELEVATION 2" 11'-72 2" 1" AS/ELEVATION 1" 112 AS/ELEVATION 1" AS/ELEVATION 1" 1 2 1 2 " 1 2 " 2'-0" TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING WOODEN BASE FOR SAMPLE AT ANGLE WOODEN BASE FOR SAMPLE AT ANGLE PROFILE LIGHT (FOR SAMPLE DISPLAY) TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING WOODEN BASE FOR SAMPLE AT ANGLE ELEVATION PLAN SECTION AT B TYPICAL SHELVES DETAIL 9" 3" 1'-3" 6" 1'-3" 3" 9" 5'-0" 112 1'-11 1 4 3" 3" SOLID 6" X 1 " THICK SOLID TEAK BASE 2" B 2'-0" AS/ELEVATION 2" 11'-72 2" 1" AS/ELEVATION 1" 112 AS/ELEVATION 1" AS/ELEVATION 1" 1 2 1 2 " 1 2 " 2'-0" TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING WOODEN BASE FOR SAMPLE AT ANGLE WOODEN BASE FOR SAMPLE AT ANGLE PROFILE LIGHT (FOR SAMPLE DISPLAY) TENSION CABLE FIXED WITH FASTENER IN FLOOR & CEILING WOODEN BASE FOR SAMPLE AT ANGLE ELEVATION PLAN SECTION AT B TYPICAL SHELVES DETAIL
FURNITURE DETAIL (T3 TABLE) 2"
( T4 TABLE)
D-45 EAST OF KAILASH 03
26
MANDIR DESIGN
27 Level +1'-4" Level +2'-4" BEAM BOTTOM +9'-3" LVL DRAWER DRAWER DRAWER PLATFORM Level ± 00 Level +1'-0" Level +2'-0" Level ± 00 SECTION AT AA' BEIGE CORIAN BEIGE CORIAN WHITE CORIAN BEIGE CORIAN (PLATFORM TOP) WHITE CORIAN (DRAWER TOP) 4" 1' 1' 6'-5" B.O.F.C +9'-0" LVL A A' PLAN 10" 2" EQ. EQ. EQ. 6'-3" 1' EQ. EQ. EQ. 1 2 " 3 4 " 1'-9 1 4 " 3 4 " 3 4 " 2' 3 4 " EQ. 1" EQ. 3 4 " EQ. 3 4 " 3 4 " 1'-11" 3 4 " 2'-2" 2' WHITE CORIAN (DRAWER TOP) WHITE CORIAN (DRAWER TOP) WHITE (DRAWER DOUBLE DOUBLE B
PLAN DRAWER
LAMINATE WOODEN /PLY BASE 1 2 " 111 2 " 1 2 " 11 1 2 " 1' 2' 2" 1 2 " 1 2 " 1" 1/2" WHITE CORIAN 1/2" BEIGE CORIAN (CNC CUT PATTERN) 1" X 2" ALUMINUM FRAME WORK FOR FIXING PLASTER 9" BRICKWORK 1/2" BEIGE CORIAN 1/2" WHITE CORIAN PLATFORM DRAWER DETAIL-A 1'-2" 1' A 6'-3" 2 1 2 " 6'-1 1 2 " SECOND FLOOR ProjectNo. 1. All dimensions are to be read and not measured. 2. Discrepancy found in drwg. should be brought to the architect's notice before execution at site 3. Architectural drwg. to have precedence over structural Drwg No. MANDIR DITAIL Date Revision R0 PROPOSED RESIDENCE NORTH DR-2
ELEVATION
DETAIL
1. All dimensions are to be read and not measured.
2. Discrepancy found in drwg. should be brought to the architect's notice before execution at site
3. Architectural drwg. to have precedence over structural
29 ProjectNo.
drwgs. Drwg No. LANDSCAPE DETAIL Date R0 RESIDENCE FOR - Res-253 - Ar.- 253 - 19 LIFT-I 5'-4" X 5'-0" LIFT-II 5'-4" X 5'-8" W = 3'-6" T = 11" R = 6.6" DN UP LEVEL +0'-9" FROM SLAB (BOTTOM OF SLAB) LEVEL ±0'-0" FROM SLAB LEVEL +8'-0" FROM F.F.L (TOILET) WOODEN CEILING LEVEL +0'-10" FROM SLAB (BOTTOM OF SLAB) 4' 5'-41 2 2' 9" 6" 9" 9" 6" 9" 9" 6" 9" 9" 6" 9" 9" 6" 9" 9" 6" 9" 3' 3' 5'-9" 5'-9" 3'-4" 3' 3'-9" 3' 3' 1'-9" 4' 9" 9" 6" 9" 3' 9" 6" 9" 2' 3'-10 1 2 2' 9" 1'-9" 4'-9" 3' 2' 2' 9" 9" 3' 3'-4 1 2 9" 1'-9" 9" 9" LEVEL +8'-3" FROM F.F.L (TOILET) A B C D E SECTION AT "B" SECTION AT "A" SECTION AT "C" SECTION AT "D" SECTION AT "E" SECTION AT "F" AC AC AC AC AC AC F RS RS RS RS AC DN UP LEVEL +0'-10" FROM SLAB (BOTTOM OF SLAB) LEVEL ±0'-0" FROM SLAB LEVEL +8'-0" FROM F.F.L LEVEL +7'-0" FROM F.F.L 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 9" 9" 3'-6" 7' 1'-9" 2'-1" 1'-6" 2' 1'-6" 1'-3" 9" 9" 1'-3" 1'-3" 9" 4'-41 2 41 2 4 1 1'-6" 1'-6" 1'-6" 1'-6" 3' 9" 9" 3'-6" 9" 4 1 2' LIFT-I 5'-4" X 5'-0" LIFT-II 5'-4" X 5'-8" W = 3'-6" T = 11" R = 6.6" 1' 9" 6" 9" 2' 9" 9" 3' 9" 6" 9" 3'-6" 9" 6" 9" 2' LEVEL +0'-10" FROM SLAB (BOTTOM OF SLAB) LEVEL +0'-10" FROM SLAB (BOTTOM OF SLAB) UPPER GROUND FLOOR PLAN_RCP FIRST FLOOR PLAN_RCP SECOND FLOOR PLAN_RCP THIRD FLOOR PLAN
134-2, KOLKATA E L E V A T I O N 04
05
POOJA METALS
URBAN SQUARE GURUGRAM
32
34 LIFT 34'-6" LIFT LIFT PASSAGE PASSAGE PASSAGE CABIN STAFF AREA REPROGRAPHY SERVER PANTRY RECEPTION CABIN 40 N MANDIR 16' 10'-5" 8'-9" 9'-81 2 " 24'-7"
35 LIFT 34' LIFT LIFT PASSAGE PASSAGE PASSAGE CABIN STAFF AREA REPROGRAPHY SERVER PANTRY RECEPTION CABIN 3" 40 N MANDIR AHU 3500 CFM 750 mm(W) x 350 mm (H) 650 mm(W) x 350 mm (H) 500 mm(W) x 350 mm (H) 400 mm(W) x250 mm (H) 300 mm(W) x250 mm (H)
3# Supply Air Collar 600
150
7'-41 2 " 18'-6" 13'-9" 5'-1" 5'-2"
2# Supply Air Collar 600 x 150 with continuous linear grill
x
with continuous linear grill
NEXUS TOWER 06
PROJECT : HYBRID BUILDING
LOCATION : SIKANDARPUR 'GURUGRAM'
SEMESTER : Vl
YEAR : 2020
The nexus tower is a hybrid building located next to the sikanderpur metro station.The hybrid building consists of various functions like a commercial space, retail space, hotel, office and a X-factor. The tower is interconnected to all the functions on different floors and the even the name Nexus means the connection or series of connections linking two or more things. The tower is surrounded by various user groups and has high pedestrian movement due to the presence of the metro station and the local market around it.
36 `
Why we Design a Space for particular kind of People when it can be Democratic
37
38 WW S I T E B R I E F H A R D W A R E M A R K E T S T R E E T F O O D S T A L L S B U T C H E R S H O P N U R S E R I E S O F F I C E A R E A SIKANDARPUR
LOCATION
Sector 28 Mehrauli Sikanderpur
Chowk, Gurugram, Haryana
Sikandarpur is one of the prime locations in Gurgaon as it is the junction of Delhi and Gurgaon via metro. This area is hub for variety of people and works like nurseries, butcher shop, hardware market and street food stalls. Due to such diverse variety within the market it is not inter connected and hence we designed a Democratic space comprising of street and art gullies so as to create a connection between them.
Adaptive Habitats / 0.4 - Restorative Futures
SITE ANALYSIS- CIRCULATION
MAIN ROADS, UNDERPASS AND SECONDARY ROADS
Restorative Futures
Two way double lane road(8m on both sides) Main road
Two way double lane underpass(8m on both sides)
Secondary roads
PEDESTRIAN AND MULTI USER PATHWHAYT
ADIT GUPTA I GAURI SINGHAL I ANAHAT CHANDRA I AKANKSHA
Pedestrain only pathway with user density
Multi user pathway including Hawker and vendors
Secondary multi user pathway
40
19bar-1ds32p / ssaa_architectural design 6
BAJAJ
PUBLIC TO S I T E C O N T E X T R R2 R3 R1 R4 R5 E O O1 O3 E H H2 H1 H6 H7 H3 H8 H4 H9 H10 H5 E X X1 X3 X2 H R X O E HOTEL OFFICES X FACTOR RETAIL VERTICAL STACKING
41 O PRIVATE MOVEMENT RETAIL HOTEL SERVICES OFFICES CO-WORKING SPACE X-FACTOR E V O L U T I O N O2 X1 R1 R3 X3 X3 X3 O1 H1 R1 H3 R3 O3 R2 H1 H7 H8 H8 H8 H8 H8 H8 H8 H8 R4 R5 X2 H5 H9 H4 H2 O2 X3 H8 OTEL FFICES ACTOR ETAIL TACKING
Creating Democrartic Gully which connect two main
S I T E P L A N
Creating Voids for Cross Ventilation
HOTEL FLOOR PLAN
roads.
High rise
1 2 3 4 5 6 7 8 9 10 11 12
WITH GROUNG FLOOR
1. SITE ENTRANCE
2. PARKING
3. HOTEL ENTRANCE
4. WAITING LOUNGE
5. RECEPTION
6. CAFETERIA
7. RETAIL
8. PEDESTRAIN
9. STREET ART GULLY
10. RETAIL
11. DEMOCRATIC SPACE
12.RAMP
43
Connection through metro
Creating Voids for Cross Ventilation
E C T I O N
S
NEXUS TOWER
45
URBAN PLANNING
PROJECT : URBAN PLANNING
LOCATION : BANJARA MARKET STREET 'GURUGRAM'
SEMESTER : Vlll
YEAR : 2021
HOUSING FOOT PATH GREEN GREEN SERVISE LANE MAIN ROAD MAIN ROAD 2 m 2 m 2 m 5 m 5 m 3 m
07
FOOT PATH PATH
DRIVE THRU PARKING GREEN HOUSING 3 m 5 m 2 m 4 m 6 m 2 m PLANNING
Artisan Shop
KHOOB'SURAT'
PROJECT : SURAT HOUSING
LOCATION : UPDHYAN VATIKA
SEMESTER : Vll
YEAR : 2020
The 7th Semester of Habitat Studio introduced us to the living spaces for around 1800 people. The flats varied from 2BHK to 3BHK and also few Individual Houses.
There are four to five flats on each floor, giving a sense of partial privacy, yet people around for socialising, Every floor has common open areas for small gatherings.
The name of these apartments is KHOOB’SURAT’, which gives an idea of decent and beautiful apartments in the heart of the city of Surat.
48 08
49
- Julia Morgan
D I P A N S H U C H A U H A N dipanshuchauhan000@gmail.com +919116072008 Architecture is a visual art and the buildings speak for themselves.
