Proposed Information Technology Campus at Sector 7, Ulwe (Special Economic Zone)

Nearest Water Reservoir: Morbe Dam Net Capacity: 165.37 MCM Capacity/day: 450 MLD

K

SECTOR - 7

Ground Coverage: 30% permitted by SEZ ByLaws

50 MC LIG LA

BA RL MAND Y. ST ONG N. RI

E NN HA E NM

Site Location: Sector 7, Near Bamandongari Railway Stn., Ulwe Node

NT

The project aims to deliver the needs of startups & big companies alike in a flexible & scalable manner.

EXISTING STRUCTURE

100M Width Buffer to the Bay/Creek as per CRZ notification.

India has been a fertile ground for innovative startups and now ranks third in the world behind US & UK for the most number of startups emerging every year. Govt policies have helped ease for setting new businesses & SEZs have added benefit of duty free customs for service & trade operations. In 2018, Indian Govt made some important changes to IT policies that have created very demanding conditions for MNCs to continue businesses in India. This includes the Data Localization policy which requires foreign companies to hold all the data of Indian clients & customers locally. This has created a surge in Data Center requirement & jobs for Data Center Managers.

E

ByLaws applicable: Navi Mumbai DCR FSI for Information Technology Park - 1.4 Total area of plot - 10.94 hectares

E

In the last decade, technology has changed how we live our lives, interact with people, implement our work, etc. At the heart of all of this change is Information Technology which has driven this exponential growth. This integration with people & technology has given rise to new opportunity in the urban sector. There has been a sharp rise in the number of startups, and established companies diversifying their businesses in this InfoTech arena. This need explains the growing number of businesses adopting IT enabled services to expand their business.

R

Sector 7, Special Economic Zone, ULWE

C

INTRODUCTION

Area: 10.94 hectares (27.03 acres)

NORTH

DCR: Navi Mumbai Airport Notified Area (NAINA) Landuse: SEZ

SCALE 1:2000

DESIGN BRIEF

Authority: NMSEZ (Private entity)

Name of Space

Space Requirement Occupants

Area per Room

Total Area Sq.m

40-50

185

370

20

59.55

Janitor's Room

3.9

31.2

First Aid

3.9

18.64

52.67

OFFICE BUILDING Reception & Waiting Area/Lobby Admin. & H.R. Block

Data Center Manager

1

Maintenance/Repair

Site Photo

Water Channel along Site

AV Room

242

96.58

193.16

Conference Room A

18

28.98

463.68

Data Center

777.69

Toilets

38.17

305.36

Battery & UPS Room

26.27

210.16

Workstation/floor

2324

2103.75

15603

Manager Room

1

28.98

550.62

Facility Manager

1

34.8

Conference Room B

12

22.04

176.32

Meeting Room C

10

19.11

94.63

Pantry

2-4

43.8

306.6

Library

10

26.1

78.3

Banquet hall

250

379.15

Kitchen & Storage

14

85

Gym

57

212.78

Spa & Sauna

46

141.71

142

1.27

8.49

69.18

1.81

17.77

AMENITY SPACES

LEISURE SPACES

Changing Rooms 60

Salon Toilets

Site Photo

NMSEZ office on Site

Nodal Plan of Ulwe showing the Site Location Accessibility: 15 mins walk or 5 mins drive from Bamandongri Railway Station. 34 mins drive from Vashi, 36 mins drive from Panvel.

PUBLIC SPACES Coffee House

44

102.18

Restaurant SERVICES & PARKING B.M.S. Facility

78

129.91

12

34.8

Fire Pump Room

2

66.93

121.27

Generator (no Room)

—

S.T.P. (ext facility)

—

Chiller Room (basement) Fire Command Centre w/Surveillance

1hr, 20mins from Mumbai International Airport, 30 mins from upcoming Navi Mumbai Airport Climate:

Ext Chiller Plant

35.15

140.6

4

24

2

—

Warm & Humid Precipitation: 2000 -5000mm from months June - September

Bamandongri Rly Stn

Nearby Residential Areas

Soil type & preferred foundation: Clay soil Pile foundation mostly used for other projects in the context.

Proposed Information Technology Campus, Sector 7, Ulwe Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA 4.0) Public License applicable to this work. Please visit https://creativecommons.org/licenses/by-sa/4.0/ for details.

INTRODUCTION & SITE INFORMATION SIGN:

Sameer Jadhav 5th Year B.Arch (C) - 30 DESIGN DISSERTATION B.V.C.O.A.

SHEET:

01

30M WIDE ROAD

3.5M WIDE FOOTPATH

9M WIDE INTERNAL ROAD ENTRY

6M WIDE ROAD +5.26M

11M WIDE ROAD

+21.72M

+22.2M

6M

+22.2M

+22.5M

+21.72M

WI DE RO A

D

+22.5M

6M WIDE ROAD

+18.45M +18.45M

PATH

+22.5M

EXISTING STRUCTURE

3.5M WIDE FOOT

9M W

IDE IN

ED H IGHW

TERN

AY

AL RO

AD

Bird's eye view of Site

±0.0M

+22.5M

+18.45M

6M WIDE ROAD +22.5M

+18.45M

1.5M WIDE PATHWAY

2.5M WIDE PATHWAY

PROP OS

+5.85M

−2.7M

9M WIDE RAMP TO BASEMENT

±0.0M DOWN

+4.35M

±0.0M

2.5M WIDE PATHWAY

TH

WATER BODY FOR RWH

OO TPA

+4.95M

6M WIDE ROAD

3.5 M

+4.35M

+22.2M

+21.72M

+18.45M

+21.72M

WID

EF

Bird's eye view of Site

POOL AREA +22.5M +18.45M

+22.2M

±0.0M

+22.5M

+5.26M

AD IDE IN

D WID E

ELECTRIC SUBSTATION

ROA

Bird's eye view of Entrance Gate

9M W

50M WIDE WATER CHANNEL

+10.35M

+7.86M

TERN

AL RO

+7.86M

+4.35M

6M WIDE ROAD

CHILLER PLANT

30M

SEZ - SECTOR 9A

PLOT FOR FUTURE EXTENSION

Bird's eye view of Site

SITE PLAN

NORTH

SCALE 1:500

Proposed Information Technology Campus, Sector 7, Ulwe Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA 4.0) Public License applicable to this work. Please visit https://creativecommons.org/licenses/by-sa/4.0/ for details.

SIGN:

Sameer Jadhav 5th Year B.Arch (C) - 30 DESIGN DISSERTATION B.V.C.O.A.

SHEET:

02

3.5M WIDE FOOTPATH

C' 9M WIDE INTERNAL ROAD ENTRY

UP

B

B'

PUMP ROOM 19.4M × 3.45M

LOBBY 19.65M × 8.05M

−2.7M FIRE HYDRANT

6M WIDE ROAD

FABRICATED CANOPY ABOVE

+0.99M

+1.5M

VALET

JANITOR'S FIRST AID 2M×1.95M 2M×1.95M

COFFEE 4.95M × 4.9M

RECEPTION DESK

AHU ROOM 7.15M × 5.7M PANTRY 4.95M × 3.95M

ACCOUNTS, ADMIN & COMMUNICATIONS 19.85M × 3M

STORAGE & UTILITIES 3.55M × 3.85M

CHILLER ROOM

4.75M × 7.4M

A'

A

6M WIDE ROAD

LOUNGE 24.15M × 7.7M

TOILET LADIES 3.5M × 5.5M

AHU ROOM 4.6M × 11.5M

UP +1.5M

±0.0M

EXIT ACCESS

AV ROOM - 11.85M × 8.15M

WATER

2M WIDE PASSAGE

+1.5M

DISABLED TOILET 2M×2.08M

DRINKING WATER

TOILET GENTS 3.44M × 5.5M

BATTERY & UPS ROOM 3.55M × 7.4M

FIREMAN'S LIFT

+0.15M

FIRE HYDRANT

2M WIDE PASSAGE

LIBRARY 8.85M × 2.95M

11M WIDE ROAD

OFFICE SPACE 39M × 22.5M

EXISTING STRUCTURE

OFFICE SPACE 22.5M × 54.5M CONFERENCE ROOM 3.8M × 5.8M

EXIT DISCHARGE

LAWN AREA

±0.0M BRIDGE ABOVE

3.5M WIDE FOOT PATH

+0.15M

EXIT DISCHARGE

±0.0M

+1.5M

6M WIDE ROAD

FIREMAN'S LIFT FIREMAN'S LIFT

+1.5M UP

UP

EXIT ACCESS

C −2.7M

EXIT DISCHARGE

PA

TH W

+0.15M

AY

EXIT ACCESS

9M WIDE RAMP TO BASEMENT

F'

E

GARBAGE DISPOSAL

±0.0M

7.25M × 13.35M

−2.7M

UP

GOODS UNLOADING PLATFORM

COFFEEHOUSE KITCHEN

RESTAURANT

6M × 12.5M

7.85M × 16.55M

±0.0M

9M WIDE RAMP

−2.7M

+0.75M

2. 5M

W

PROP

ID E

UP

±0.0M

7.5M WIDE ROAD

±0.0M

6M WIDE ROAD

CONFERENCE ROOM 3.8M × 5.8M

9M W IDE IN

FOYER 19.65M × 8.9M FIRE HYDRANT

MATV

STORAGE 2.37M×3.5M

DOWN

TELECOM ROOM 3.7M × 6.9M

WI DE 6M

4.9M × 3.9M

TELECOM ROOM 3.7M × 6.9M

RO A

GLASS CANOPY ABOVE

6M WIDE ROAD

ROAD TERN AL

WAY HIGH OSED

UP

±0.0M

D

UP

MEETING ROOM

6M WIDE ROAD

−2.7M

±0.0M

FIRE HYDRANT

CHILLER ROOM

4.75M × 7.4M

COLD STORAGE 3.3M × 3.05M

CONFERENCE ROOM 3.8M × 5.8M

DOWN

6M WIDE ROAD W.C.

RECEPTION UP

CONFERENCE ROOM 3.8M × 5.8M

±0.0M

EQUIPMENT ROOM 11.85M × 3.45M

ENTRANCE FACILITIES 4.65M × 3.45M

UP

+1.5M

UP

BATTERY & UPS ROOM 4.65M × 3.45M

+0.15M

COLD AISLE

±0.0M

PUMP ROOM 15.75M × 3.45M

12M × 24M

POOL AREA

GYM 9.65M × 22.05M

+1.5M

UP

1.5M WIDE PASSAGE

W.C.

±0.0M

E'

W.C.

SPA CENTER

COLD AISLE

5.85M × 6.85M

ORIGIN

F

STORAGE ROOM 3.89M × 3M

+0.75M

UP

RECEPTION COLD AISLE

−2.7M

+2.1M COLD AISLE

COLD AISLE COLD AISLE

BANQUET HALL 17.65M × 23.55M

D'

19.65M × 8.05M

SWIMMING POOL

EXIT DISCHARGE

COLD AISLE

COLD AISLE COLD AISLE

DATA CENTER 39.55M × 23.55M

COLD AISLE

FOYER 19.65M × 8.9M

COLD AISLE

TELECOM ROOM 3.7M × 6.9M

MATV

COLD AISLE

FIRE HYDRANT

COLD AISLE

2M WIDE PASSAGE FIRE HYDRANT

WATER

TELECOM ROOM 3.7M × 6.9M

AV ROOM - 11.85M × 8.15M

BATTERY & UPS ROOM 3.55M × 5.95M

COLD AISLE

2M WIDE PASSAGE

DRINKING WATER

LOBBY

D

+0.15M

FIREMAN'S LIFT

COLD AISLE

DISABLED TOILET 2M×2.08M

CRAC UNIT

UP

COLD AISLE

+1.5M

LOUNGE 24.15M × 7.7M

COLD AISLE

FIRST AID JANITOR'S 2M×1.95M 2M×1.95M

DATA CENTER MANAGER 3.55M × 5.25M

COLD AISLE

RECEPTION DESK VALET

4 RACK SERVER CABINETS - 0.9mx3.6m

COFFEE 4.95M × 4.9M

COLD AISLE

6M WIDE ROAD

AHU ROOM 7.15M × 5.7M

MAINTENANCE & REPAIR STAFF 11.45 × 4.6M

B.M.S. ROOM & FACILITY MANAGER OFFICE 11.6M × 3M

TOILET GENTS 3.44M × 5.5M

FIRE COMMAND CENTER 8M × 3M

TOILET LADIES 3.5M × 5.5M

PANTRY 4.95M × 3.95M

CRAC UNIT

+1.5M

CRAC UNIT

−0.6M

TH OTP A FO

IDE

2.5M WIDE PATHWAY LAWN AREA

EFX546

MW

FIRE HYDRANT

±0.0M EFX546

OFFICE SPACE 22.5M × 54.5M

FIRE HYDRANT

STORAGE ROOM 3.89M × 3M

+0.75M BRIDGE ABOVE

WATER BODY FOR RWH

W.C.

1.5M WIDE PASSAGE

5.9M × 5.45M

RECEPTION 6M × 4M

ADMIN 5.05M × 2.95M

W.C.

SAUNA & THERAPY ROOM 3.75M × 6.35M

SWIMMING AREA VESTIBULE

UP

±0.0M

5.7M × 6.35M

MASSAGE ROOM 4.55M × 3.75M

W.C.

GLASS CANOPY ABOVE

CRAC UNIT

+0.83M

AHU

FABRICATED CANOPY ABOVE

MASSAGE ROOM 4.55M × 3.75M

6.3M × 4.75M

SHOWER AREA

+0.75M

6.15M × 11.25M

±0.0M

TOILET

6M WIDE ROAD

BASEMENT PARKING PLAN

W.C.

AL RO AD

SCALE 1:500 2.05M WIDE PASSAGE

DARTS BILLIARDS

10.25M × 7.05M

11.05M × 4.75M

RECEPTION & WAITING 11.75M × 7.05M

±0.0M BREAKOUT AREA

TERN

11.75M × 4.5M

SQUASH COURT 9.75M × 6.4M

SQUASH COURT 1.8M WIDE PASSAGE

9.75M × 6.4M

BADMINTON COURTS 21.5M × 35.25M SQUASH COURT

9M W

9.75M × 6.4M

SQUASH COURT 9.75M × 6.4M

MEN'S TOILET

LADIES' TOILET

3M × 2.75M

STORAGE EQUIPMENT 6.65M × 5.3M

ELECTRIC SUBSTATION

CHILLER PLANT

30M

SEZ - SECTOR 9A

Population of Ulwe : Between 50,000 - 200,000 Occupancy : Business offices and firms for private businesses

WID E

50M WIDE WATER CHANNEL

PARKING CALCULATIONS (according to NBC Section (3) - Annex A)

D

+0.75M

ROA

UP

IDE IN

6M WIDE ROAD

MASSAGE ROOM 4.55M × 3.1M

UP

+0.83M

MASSAGE ROOM 3.75M × 3.3M

UNISEX SALON

NORTH

So, the criteria for parking would be; One car parking space for every 200 sq.m. area or fraction thereof. Floor plate area = 3712 sq.m. Number of floors = 8 Total Floor area = 29,696 sq.m. Total amount of parking required

= 29,696/200 = 148.48 ~ 149 car parking

Amount of car parking provided = 194 basement parking + 97 off street parking = 291 cars

PLOT FOR FUTURE EXTENSION

Off street Bike parking provided = 154 bikes

GROUND FLOOR PLAN SCALE 1:500

Bird's eye view of Building 01

Backside view of Building 01

Eye Level view of Building 01 from Bridge

Proposed Information Technology Campus, Sector 7, Ulwe Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA 4.0) Public License applicable to this work. Please visit https://creativecommons.org/licenses/by-sa/4.0/ for details.

SIGN:

Sameer Jadhav 5th Year B.Arch (C) - 30 DESIGN DISSERTATION B.V.C.O.A.

SHEET:

03

C'

+22.5M LVL

EXIT ACCESS +18.3M LVL

FABRICATED CANOPY ABOVE

±0.0M

OFFICE SPACE 39M × 22.5M

±0.0M

EXIT ACCESS

A'

AHU ROOM 4.6M × 11.5M

UP

OFFICE SPACE

EXIT ACCESS

±0.0M

TOILET LADIES

TOILET GENTS

AHU ROOM

OFFICE SPACE

EXIT ACCESS +9.9M LVL

PANTRY

OFFICE SPACE 550

550

AHU ROOM

FAST FOOD OUTLET

TOILET LADIES

AV ROOM - 11.85M × 8.15M

550

STORAGE & UTILITIES

AHU ROOM

OFFICE SPACE

EXIT ACCESS +5.7M LVL

PANTRY

550

TOILET GENTS

550

OFFICE SPACE

WATER

STORAGE & UTILITIES

AHU ROOM HANGOUT SPACE

TELECOM ROOM 3.7M × 6.9M

PANTRY

OFFICE SPACE

AHU ROOM

550

STORAGE & UTILITIES

RECEPTION TOILET LADIES

TOILET GENTS

AHU ROOM

OFFICE SPACE

EXIT ACCESS +1.5M LVL

550

±0.0M LVL

WAY OUT

BASEMENT PARKING

VALET

JANITOR'S FIRST AID 2M×1.95M 2M×1.95M

BMW

−2.7M LVL

BMW

COFFEE 4.95M × 4.9M

RECEPTION DESK

SECTION A-A'

AHU ROOM 7.15M × 5.7M PANTRY 4.95M × 3.95M

ACCOUNTS, ADMIN & COMMUNICATIONS 19.85M × 3M

STORAGE & UTILITIES 3.55M × 3.85M

+1.5M

B'

LIBRARY 8.85M × 2.95M

2M WIDE PASSAGE

LOUNGE 24.15M × 7.7M

TOILET LADIES 3.5M × 5.5M

FIREMAN'S LIFT

+0.15M

FIRE HYDRANT

+1.5M

DISABLED TOILET 2M×2.08M

DRINKING WATER

TOILET GENTS 3.44M × 5.5M

BATTERY & UPS ROOM 3.55M × 7.4M

STORAGE 2.37M×3.5M

LOUNGE

FIRE HYDRANT

2M WIDE PASSAGE

AHU ROOM

+14.1M LVL

DOWN

FOYER 19.65M × 8.9M

MATV

TOILET GENTS

UP

GLASS CANOPY ABOVE

4.9M × 3.9M

TOILET LADIES

HANGOUT SPACE

BMW

B

STORAGE & UTILIITES

AHU ROOM

+0.99M

+1.5M

UP

MEETING ROOM

PANTRY

OFFICE SPACE

OFFICE SPACE 22.5M × 54.5M

LAWN AREA

±0.0M

SCALE 1:250

A

CONFERENCE ROOM 3.8M × 5.8M

EXIT DISCHARGE

+22.5M LVL

WATER TANK

BRIDGE ABOVE

CONFERENCE ROOM 3.8M × 5.8M

+18.3M LVL

TELECOM ROOM

OFFICE SPACE

LOBBY

TELECOM ROOM

LOBBY

550

OFFICE SPACE

TELECOM ROOM

LOBBY

550

TELECOM ROOM

550

LOBBY

550

LOBBY

TELECOM ROOM

LOBBY

550

+14.1M LVL

550

CONFERENCE ROOM

550

+9.9M LVL

550

OFFICE SPACE 550

TELECOM ROOM

550

TELECOM ROOM

LOBBY

550

OFFICE SPACE

550

OFFICE SPACE 550

OFFICE SPACE

550

TELECOM ROOM

LOBBY

CONFERENCE ROOM

OFFICE SPACE

ATRIUM

550

OFFICE SPACE

AV ROOM

±0.0M 550

550

+1.5M LVL

+0.15M

±0.0M LVL BASEMENT PARKING

BASEMENT PARKING

LOBBY

BMW

−2.7M LVL

BMW

EXIT DISCHARGE

550

+5.7M LVL

BMW

SECTION B-B'

FIREMAN'S LIFT FIREMAN'S LIFT

+1.5M

SCALE 1:250

UP

+1.5M

UP

EXIT ACCESS

+0.15M

EXIT DISCHARGE

PA TH W AY

EXIT ACCESS

E

+22.5M LVL

2. 5M

W

ID

C

±0.0M +18.3M LVL

OFFICE SPACE

9M WIDE RAMP TO BASEMENT

−2.7M

+14.1M LVL

±0.0M DOWN

CONFERENCE ROOM 3.8M × 5.8M

OFFICE SPACE

OFFICE SPACE +9.9M LVL

F'

E

OFFICE SPACE

CONFERENCE ROOM

OFFICE SPACE +5.7M LVL

BRIDGE ABOVE

CONFERENCE ROOM 3.8M × 5.8M

±0.0M

CONFERENCE ROOM

OFFICE SPACE

2.5M WIDE PATHWAY

+1.5M LVL

LAWN AREA

±0.0M LVL BASEMENT PARKING

+1.5M

UP

GLASS CANOPY ABOVE

±0.0M

COLD AISLE

BMW

−2.7M LVL

BMW

SECTION C-C'

+1.5M

SCALE 1:250

UP

COLD AISLE

COLD AISLE COLD AISLE

COLD AISLE

COLD AISLE COLD AISLE

BMW

+2.1M

COLD AISLE

COLD AISLE COLD AISLE

COLD AISLE

TELECOM ROOM 3.7M × 6.9M UP

BATTERY & UPS ROOM 4.65M × 3.45M

DATA CENTER 39.55M × 23.55M

BMW

+22.5M LVL

D'

+18.3M LVL

MANAGER'S CABIN

OFFICE SPACE

MEETING ROOM

CONFERENCE ROOM

MANAGER'S CABIN

OFFICE SPACE

+16.2M LVL

ORIGIN 550

CRAC UNIT

550

+14.1M LVL

550

CRAC UNIT

OFFICE SPACE

MANAGER'S CABIN

+0.83M

ENTRANCE FACILITIES 4.65M × 3.45M

−0.6M

FOYER 19.65M × 8.9M

+0.83M

EQUIPMENT ROOM 11.85M × 3.45M

MATV

COLD AISLE

FIRE HYDRANT

COLD AISLE

FIRE HYDRANT

WATER

TELECOM ROOM 3.7M × 6.9M

AV ROOM - 11.85M × 8.15M

2M WIDE PASSAGE

4 RACK SERVER CABINETS - 0.9mx3.6m

2M WIDE PASSAGE

COLD AISLE

DISABLED TOILET 2M×2.08M

+0.15M EXIT DISCHARGE

+0.15M

FIREMAN'S LIFT

BATTERY & UPS ROOM 3.55M × 5.95M

COLD AISLE

+1.5M

LOUNGE 24.15M × 7.7M

DRINKING WATER

CRAC UNIT

UP

COLD AISLE

VALET

DATA CENTER MANAGER 3.55M × 5.25M

COLD AISLE

RECEPTION DESK FIRST AID JANITOR'S 2M×1.95M 2M×1.95M

COLD AISLE

COFFEE 4.95M × 4.9M

MAINTENANCE & REPAIR STAFF 11.45 × 4.6M

AHU ROOM 7.15M × 5.7M

TOILET GENTS 3.44M × 5.5M

TOILET LADIES 3.5M × 5.5M

FIRE COMMAND CENTER 8M × 3M

B.M.S. ROOM & FACILITY MANAGER OFFICE 11.6M × 3M

CRAC UNIT

+1.5M

CRAC UNIT

PANTRY 4.95M × 3.95M

BMW

OFFICE SPACE 22.5M × 54.5M

OFFICE SPACE

550

MANAGER'S CABIN

550

STAIRCASE

STAIRCASE MEETING ROOM

CONFERENCE ROOM

OFFICE SPACE

MANAGER'S CABIN

FRONT FACADE

550

+12.0M LVL +9.9M LVL

FABRICATED CANOPY ABOVE

±0.0M

F

OFFICE SPACE

NORTH

550

EQUIPMENT ROOM

550

ENTRANCE FACILITES

BATTERY & UPS ROOM

DATA CENTER +1.5M LVL

550

WAY OUT

BASEMENT PARKING BMW

PUMP ROOM BMW

BMW

GROUND FLOOR PLAN

+5.7M LVL +3.6M LVL

OFFICE SPACE

E'

+7.8M LVL

OFFICE SPACE

MEETING ROOM

±0.0M LVL

BASEMENT PARKING

BMW

−2.7M LVL

SCALE 1:250

TOTAL NUMBER OF USERS - BUILDING: GROUND FLOOR: Cubicles = 14 Triple Seat = 191 *3 = 573 Single Seat = 118 Trainees = 121 *2 = 242 Staff = 34 Admin + 1 Data center Mgr + 2 Janitors + 3 Maintenance

SECTION D-D' SECOND+THIRD FLOOR Six Seater = (144+96) *2 = 480 Four Seater = (32+48) *2 = 160 Two seater = 48 *2 = 96 Cubicles = 16 Staff = 4 Janitors

SCALE 1:250 +22.5M LVL

+22.5M LVL

+18.3M LVL

WATER TANK

TOILET GENTS

DRINKING WATER

OFFICE SPACE HANGOUT SPACE

+14.1M LVL TOILET GENTS

ATRIUM

DRINKING WATER

OFFICE SPACE

HANGOUT SPACE

+9.9M LVL

FIRST FLOOR Cubicles = 21 Triple Seat = 234 *3 = 702 Single Seat = 160 Staff = 10 Chef + 2 Janitors

Total employees = 2324 employed Trainees = 242 Staff = 56 Watchmen = 2 Total people = 2,624 people

GROUND FLOOR PLAN & SECTIONS

TOILET GENTS

DRINKING WATER

CHILLER ROOM

ELEVATION BEHIND

550

CAFETERIA

+5.7M LVL

+5.7M LVL FOYER

DRINKING WATER

RECEPTION

DATA CENTER +1.5M LVL

+1.5M LVL

±0.0M LVL

BASEMENT PARKING BMW

−2.7M LVL

SECTION E-E' SCALE 1:250

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+9.9M LVL

OFFICE SPACE 550

TOILET GENTS

+14.1M LVL

PUMP ROOM

LOBBY

B.M.S. ROOM & FACILITY MGR OFFICE

BASEMENT PARKING

−2.7M LVL

BMW

SECTION F-F' SCALE 1:250

SIGN:

Sameer Jadhav 5th Year B.Arch (C) - 30 DESIGN DISSERTATION B.V.C.O.A.

SHEET:

04

C' +5.23M

UP

4.9M × 3.9M

MATV

OFFICE SPACE 39M × 22.5M

FIRE HYDRANT

+5.7M

UP +5.7M

TOILET LADIES 3.5M × 5.5M

AHU ROOM 4.6M × 11.5M

JANITOR'S FIRST AID 2M×1.95M 2M×1.95M

COFFEE 4.95M × 4.9M

AHU ROOM 7.15M × 5.7M PANTRY 4.95M × 3.95M

FAST FOOD COUNTER 7.75M × 3.85M

STORAGE & UTILITIES 3.55M × 3.85M

OFFICE SPACE 22.5M × 54.5M

A

CONFERENCE ROOM 3.8M × 5.8M

A'

WATER

2M WIDE PASSAGE

DISABLED TOILET 2M×2.08M

DRINKING WATER

TOILET GENTS 3.44M × 5.5M

BATTERY & UPS ROOM 3.55M × 7.4M

EXIT ACCESS

+3.6M

FIRE HYDRANT

2M WIDE PASSAGE

FIREMAN'S LIFT

B'

LIBRARY

TELECOM ROOM 3.7M × 6.9M

MEETING ROOM

TELECOM ROOM 3.7M × 6.9M

+3.6M

B

+3.6M

UP

BUILDING 2 - SOUTH ELEVATION

BUILDING 1 - NORTH ELEVATION

SCALE 1:500

SCALE 1:250

+3.6M

+5.7M

UP

EXIT ACCESS

+5.85M

FIREMAN'S LIFT

UP

+5.7M

EXIT ACCESS

+3.6M

C

FIRST AID JANITOR'S 2M×1.95M 2M×1.95M

2M WIDE PASSAGE

FIRE HYDRANT

OFFICE SPACE 39M × 22.5M

BRIDGE BELOW

TELECOM ROOM 3.7M × 6.9M UP

UP

CENTRIFUGAL FAN UNIT DOWN

D' MEETING ROOM 7.9M × 2.95M

+3.6M

LIBRARY

PANTRY COUNTER

+3.6M

EXIT DISCHARGE

EXIT ACCESS

FIREMAN'S LIFT

BATTERY & UPS ROOM 3.55M × 7.4M

MATV

TELECOM ROOM 3.7M × 6.9M

D

AHU ROOM 4.6M × 11.5M

2M WIDE PASSAGE

+5.7M FIRE HYDRANT

WATER

+18.45M

+18.3M

DRINKING WATER

DISABLED TOILET 2M×2.08M

+5.7M

PANTRY COUNTER

COFFEE 4.95M × 4.9M

+18.45M

UP

+16.2M

AHU ROOM 7.15M × 5.7M

STORAGE & UTILITIES 3.55M × 3.85M

TOILET GENTS 3.44M × 5.5M

TOILET LADIES 3.5M × 5.5M

FAST FOOD COUNTER 7.75M × 3.85M

CENTRIFUGAL FAN UNIT

WATER TANK

CONFERENCE ROOM 3.8M × 5.8M

PANTRY 4.95M × 3.95M

DOWN

GLASS FRAMEWORK ROOF

WATER TANK

OFFICE SPACE 22.5M × 54.5M

+16.2M

E

DOWN

+18.3M

CENTRIFUGAL FAN UNIT

+18.3M

F'

+16.2M

CONFERENCE ROOM 3.8M × 5.8M

+5.23M

WAY TO BASEMENT

+5.23M

E' +18.3M

+5.85M EXIT DISCHARGE

CENTRIFUGAL FAN UNIT

DOWN

EXIT DISCHARGE

+18.45M

SCALE 1:500

SCALE 1:250

CENTRIFUGAL FAN UNIT

+16.2M

SCALE 1:500

+18.45M

DOWN

F

FIRST FLOOR PLAN

BUILDING 2 - EAST ELEVATION

BUILDING 1 - WEST ELEVATION

NORTH

+18.3M

+16.2M

C' +5.23M

UP MANAGER'S CABIN 3.45M × 3.45M

B' BRIDGE BELOW

CONFERENCE ROOM 8.4M × 3.45M

TELECOM ROOM 3.7M × 6.9M

+7.8M

B

+7.8M

UP CONFERENCE ROOM 8.4M × 3.45M

MANAGER'S CABIN 8.4M × 3.45M

OFFICE SPACE - 39M × 22.5M +9.9M

PANTRY 4.95M × 3.95M

A WATER TANK

MANAGER'S CABIN 3.45M × 4.35M

BRIDGE BELOW

EXIT DISCHARGE

+18.3M

+18.45M

AHU ROOM 7.15M × 5.7M

STORAGE & UTILITIES 3.55M × 3.85M

A'

+18.45M

COFFEE 4.95M × 4.9M

PANTRY COUNTER

MANAGER'S CABIN 8.4M × 3.45M

JANITOR'S FIRST AID 2M×1.95M 2M×1.95M

HANGOUT SPACES 24.15M × 8.95M

PANTRY COUNTER

MANAGER'S CABIN 3.45M × 3.45M

+9.9M

+7.8M

UP

AHU ROOM 4.6M × 11.5M

CENTRIFUGAL FAN UNIT

2M WIDE PASSAGE

TOILET LADIES 3.5M × 5.5M

EXIT ACCESS

DISABLED TOILET 2M×2.08M

DRINKING WATER

TOILET GENTS 3.44M × 5.5M

BATTERY & UPS ROOM 3.55M × 7.4M

FIREMAN'S LIFT

DOWN

WATER

+16.2M

FIRE HYDRANT

MANAGER'S CABIN 8.4M × 3.45M

MATV

2M WIDE PASSAGE

WATER TANK

GLASS FRAMEWORK ROOF

DOWN +18.3M

+18.3M

CENTRIFUGAL FAN UNIT

+16.2M

DOWN

+16.2M

OFFICE SPACE 22.5M × 54.5M

CENTRIFUGAL FAN UNIT

CONFERENCE ROOM 8.4M × 3.45M

+5.23M

EXIT ACCESS MANAGER'S CABIN 3.45M × 3.45M

UP

+9.9M

BUILDING 1 - EAST ELEVATION

TERRACE FLOOR PLAN

+7.8M

MANAGER'S CABIN 3.45M × 3.45M

BUILDING 2 - WEST ELEVATION

NORTH

SCALE 1:500

SCALE 1:250

SCALE 1:500

+5.85M

FIREMAN'S LIFT

MANAGER'S CABIN 3.45M × 3.45M

+9.9M UP

MANAGER'S CABIN 3.45M × 3.45M

EXIT ACCESS

+7.8M

CONFERENCE ROOM 8.4M × 3.45M

C

OFFICE SPACE 22.5M × 54.5M

F'

PRINTER & CABINET AREA

E

BRIDGE BELOW

AHU ROOM 7.15M × 5.7M COFFEE 4.95M × 4.9M

HANGOUT SPACES 24.15M × 8.95M

FIRST AID JANITOR'S 2M×1.95M 2M×1.95M

DISABLED TOILET 2M×2.08M

TOILET GENTS 3.44M × 5.5M

TOILET LADIES 3.5M × 5.5M

STORAGE & UTILITIES 3.55M × 3.85M

MANAGER'S CABIN 8.4M × 3.45M

MANAGER'S CABIN 3.45M × 3.45M

UP

AHU ROOM 4.6M × 11.5M

EXIT ACCESS

FIREMAN'S LIFT

BATTERY & UPS ROOM 3.55M × 7.4M

DRINKING WATER

+7.8M

PANTRY 4.95M × 3.95M

+9.9M

MANAGER'S CABIN 8.4M × 3.45M

MANAGER'S CABIN 3.45M × 4.35M

OFFICE SPACE - 39M × 22.5M 2M WIDE PASSAGE

FIRE HYDRANT

MATV

TELECOM ROOM 3.7M × 6.9M UP

UP

+7.8M

MANAGER'S CABIN 8.85M × 3.45M

MANAGER'S CABIN 3.45M × 3.45M

+7.8M

CONFERENCE ROOM 8.4M × 3.45M

D

2M WIDE PASSAGE

+9.9M FIRE HYDRANT

TELECOM ROOM 3.7M × 6.9M

WATER

D' MEETING ROOM 8.85M × 2.95M

CONFERENCE ROOM 8.4M × 3.45M

PRINTER & CABINET AREA

MANAGER'S CABIN 8.4M × 3.45M

TOWARDS BASEMENT

+5.23M

BUILDING 2 - NORTH ELEVATION

TOWARDS BASEMENT

F

E'

BUILDING 1 - SOUTH ELEVATION

NORTH

SCALE 1:500

SCALE 1:250

SECOND-THIRD TYPICAL PLAN SCALE 1:500

Eye Level view of Building 02

Terrace Level view of Building 02

Bird's eye view of Building 02

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PLANS & ELEVATIONS SIGN:

Sameer Jadhav 5th Year B.Arch (C) - 30 DESIGN DISSERTATION B.V.C.O.A.

SHEET:

05

+10.35M LVL +8.35M LVL 7.86M LVL

J'

N'

+6.45M LVL +4.95M LVL

+5.7M LVL +4.95M LVL +4.25M LVL RECEPTION

KITCHEN

RESTAURANT

K

BASINS W.C.

+2.25M LVL

BILLIARDS

UP

SECTION L-L'

11.75M × 7.05M

SCALE 1:250

GARBAGE DISPOSAL

COFFEEHOUSE 7.25M × 13.35M

+0.75M LVL ±0.0M LVL

10.25M × 7.05M

RECEPTION & WAITING

SECTION G-G'

±0.0M

+1.85M LVL

11.05M × 4.75M

+0.75M

GOODS UNLOADING PLATFORM

+0.75M

K'

2.05M WIDE PASSAGE

DARTS

+0.75M LVL ±0.0M LVL

UP

BADMINTON COURTS

SQUASH COURT

SCALE 1:250

±0.0M BREAKOUT AREA 11.75M × 4.5M

KITCHEN

RESTAURANT

6M × 12.5M

7.85M × 16.55M

+10.35M LVL

COLD STORAGE

G

+8.35M LVL

G'

3.3M × 3.05M

7.86M LVL

SQUASH COURT 9.75M × 6.4M

+6.45M LVL

W.C.

1.5M WIDE PASSAGE

UP

MEN'S TOILET

STORAGE ROOM 3.89M × 3M

+0.75M

BANQUET HALL

GYM

SECTION H-H'

EFX546

H

SWIMMING POOL BANQUET HALL 17.65M × 23.55M

SCALE 1:250

H'

+3.15M LVL

BADMINTON COURTS

+0.75M LVL ±0.0M LVL

SECTION M-M'

BADMINTON COURTS 21.5M × 35.25M

SCALE 1:250

SQUASH COURT 9.75M × 6.4M

L

12M × 24M

GYM 9.65M × 22.05M

STORAGE EQUIPMENT

9.75M × 6.4M

−1.8M LVL SWIMMING POOL

EFX546

±0.0M

LADIES' TOILET

SQUASH COURT +1.1M LVL +0.75M LVL ±0.0M LVL

1.8M WIDE PASSAGE

5.9M × 5.45M

+4.95M LVL

+5.7M LVL +4.95M LVL

W.C.

RECEPTION

L' +10.35M LVL +8.35M LVL

SQUASH COURT

7.86M LVL

9.75M × 6.4M

+6.45M LVL

M

+5.7M LVL +4.95M LVL

1.5M WIDE PASSAGE

RECEPTION

±0.0M

3M × 2.75M

SWIMMING AREA VESTIBULE

UP

±0.0M

5.7M × 6.35M

MASSAGE ROOM 4.55M × 3.75M

I'

BILLIARDS +1.85M LVL

6.65M × 5.3M

+0.75M LVL

+0.75M LVL +0.15M LVL ±0.0M LVL

±0.0M LVL

NORTH

SECTION N-N'

SCALE 1:250

W.C.

SAUNA & THERAPY ROOM 3.75M × 6.35M

ADMIN 5.05M × 2.95M

AHU ROOM

BADMINTON COURTS

STORAGE EQUIPMENT

SECTION I-I'

W.C.

SPA CENTER

I

MASSAGE ROOM

LADIES' TOILET

+4.95M LVL

W.C.

5.85M × 6.85M

RECEPTION 6M × 4M

MASSAGE ROOM

MEN'S TOILET

N

+0.75M

UP

UNISEX SALON

STORAGE ROOM 3.89M × 3M

M'

SPORTS CLUB FLOOR PLAN SCALE 1:250

SCALE 1:250

W.C.

MASSAGE ROOM 3.75M × 3.3M

AHU UNISEX SALON

MASSAGE ROOM 4.55M × 3.75M

6.3M × 4.75M

SHOWER AREA 7.86M LVL

+0.75M

6.15M × 11.25M

+6.45M LVL TOILET W.C.

AMENITIES CENTER FLOOR PLAN SCALE 1:250

TOILET

MASSAGE ROOM

SAUNA & THERAPY ROOM

STORAGE ROOM

RECEPTION & WAITING

KITCHEN

GYM

NORTH

J

+4.95M LVL

+5.7M LVL +4.95M LVL

UP

MASSAGE ROOM 4.55M × 3.1M

STORAGE ROOM

+0.9M LVL +1.1M LVL +0.75M LVL ±0.0M LVL

BILLIARDS

DARTS

+0.75M LVL ±0.0M LVL

SECTION K-K'

SECTION J-J'

SCALE 1:250

BIRD'S EYE VIEW OF SPORTS CLUB SPORTS CLUB - WEST ELEVATION SCALE 1:250

AMENITIES CENTER WEST ELEVATION SCALE 1:250

BIRD'S EYE VIEW OF AMENITIES CENTER

AMENITIES CENTER NORTH ELEVATION

SPORTS CLUB - NORTH ELEVATION

BIRD'S EYE VIEW OF SPORTS CLUB

SCALE 1:250

BIRD'S EYE VIEW OF AMENITIES CENTER

AMENITIES CENTER EAST ELEVATION

SPORTS CLUB - EAST ELEVATION

SCALE 1:250

BIRD'S EYE VIEW OF SPORTS CLUB AMENITIES CENTER SOUTH ELEVATION SCALE 1:250

BIRD'S EYE VIEW OF AMENITIES CENTER

AMENITIES CENTER & SPORTS CLUB

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SPORTS CLUB - SOUTH ELEVATION SCALE 1:250

SIGN:

Sameer Jadhav 5th Year B.Arch (C) - 30 DESIGN DISSERTATION B.V.C.O.A.

SHEET:

06

Plot area- 10.94 hectares (27acres) Usable Plot area - 80,461sqm (19.88 acres)

LIGHTING CALCULATION WITH AREA SPECIFICATION (according to ECBC 2017)

LEGEND

30M WIDE ROAD

FSI available - 1.4 Total Built-up area available - 112,645sqm

WATER SUPPLY

Name of Space

GREY WATER

Total Workstation Area - 29,696 sqm @ 3,712 sqm/floor x 8 floors

3.5M WIDE FOOTPATH

9M WIDE INTERNAL ROAD

WATER CALCULATIONS:

ELECTRIC SUPPLY

ENTRY

DATA CABLE TRENCH +0.99M

+0.99M

TELECOM 3 ROOM 3.7M × 6.9M

TELECOM 3 ROOM 3.7M × 6.9M TOILET LADIES 3.5M × 5.5M

JANITOR'S FIRST AID 2M×1.95M 2M×1.95M

COFFEE 4.95M × 4.9M

AHU ROOM 7.15M × 5.7M PANTRY 4.95M × 3.95M

EXISTING STRUCTURE

CONFERENCE ROOM 3.8M × 5.8M

LAWN AREA

CHILLED WATER TRENCH

OFFICE SPACE 22.5M × 54.5M

EXIT DISCHARGE

±0.0M

WASTEWATER TREATMENT PROCESS 3.5M WIDE FOOT PA

TH

CONFERENCE ROOM 3.8M × 5.8M

BRIDGE ABOVE

±0.0M

+0.15M

EXIT DISCHARGE

±0.0M

UGT

6M WIDE ROAD

FIREMAN'S LIFT FIREMAN'S LIFT

UP

EXIT ACCESS

+1.5M

+0.15M

HW PA T

EXIT DISCHARGE

AY

EXIT ACCESS

FEEDER PILLAR

ID E

UP

GOODS UNLOADING PLATFORM

+0.75M

GARBAGE DISPOSAL

2. 5M

W

±0.0M

COFFEEHOUSE 7.25M × 13.35M

9M WIDE RAMP TO BASEMENT

−2.7M

KITCHEN

RESTAURANT

6M × 12.5M

7.85M × 16.55M

±0.0M

COLD STORAGE 3.3M × 3.05M

CONFERENCE ROOM 3.8M × 5.8M

DOWN

W.C.

RECEPTION

±0.0M

ENTRANCE

1FACILITIES

4.65M × 3.45M

UP

+1.5M

UP

BATTERY & UPS ROOM 4.65M × 3.45M

+1.5M

+0.15M

COLD AISLE

±0.0M UP

1.5M WIDE PASSAGE

RECEPTION

W.C. W.C.

SPA CENTER

COLD AISLE

5.85M × 6.85M

±0.0M ADMIN 5.05M × 2.95M

ORIGIN

RECEPTION 6M × 4M

W.C.

SAUNA & THERAPY ROOM 3.75M × 6.35M

SWIMMING AREA VESTIBULE

UP

±0.0M

5.7M × 6.35M

MASSAGE ROOM 4.55M × 3.75M

CRAC UNIT

CRAC UNIT MASSAGE ROOM 3.75M × 3.3M

AHU UNISEX SALON

FABRICATED CANOPY ABOVE

20 lphd

45

225

UGT

2.05M WIDE PASSAGE

DARTS BILLIARDS

UP

10.25M × 7.05M

11.05M × 4.75M

+0.75M RECEPTION & WAITING 11.75M × 7.05M

±0.0M BREAKOUT AREA 11.75M × 4.5M

SQUASH COURT 9.75M × 6.4M

50M WIDE WATER CHANNEL

21.5M × 35.25M

9M W

9.75M × 6.4M

Total water requirement for Office Building = 118,080 Ltrs/day OHT - ½ day capacity = 118,080 x ½ = 59,040 Ltrs. (OHT tank sizes as per design) = 8M x 8M x 0.9M UGT - 1 ½ day capacity = 8.5M x 4.6M x 3M

BADMINTON COURTS

SQUASH COURT

SQUASH COURT 9.75M × 6.4M

LADIES' TOILET

3M × 2.75M

STORAGE EQUIPMENT 6.65M × 5.3M

ELECTRIC SUBSTATION

= 118,080 x 1½ = 117,120 Ltrs.

CHILLER PLANT

Total Volume of Water for Sports Arena UGT - 1 ½ day capacity = 5.175 cu.m. x 1.5 = 2.4M x 2.17M x 1.5M

= 22,595 Ltrs/day = 33.9 cu.m.

= 5,175 Ltrs/day = 7.7625 cu.m.

INTEGRATED SERVICES PLAN SCALE 1:750

WASTE WATER TREATMENT CALCULATION (AEROBIC PROCESS)

Plant Capacity: Average water supply per day = 145,850 liters = 0.145mld Average sewage generated per day = 85% of supplied water = 0.85 × 0.145 = 0.123 = 123.97 kld Average sewage generated per hour = 123.97/24 = 5.165 cum/hr Peak factor = 3 Design flow capacity (maximum) = 5.165 × 3 = 15.496 cum/hr

UP

PUMP ROOM 19.4M × 3.45M

LOBBY 19.65M × 8.05M

−2.7M FIRE HYDRANT

FIRE HYDRANT

6M WIDE ROAD

−2.7M

CHILLER ROOM

4.75M × 7.4M

(where mld - Million liter per day; kld - Kilo liter per day)

JET FANS FOR AIR EXTRACTION IN BASEMENT

6M WIDE ROAD

CHILLER ROOM

PARKING CALCULATIONS (according to NBC Section (3) - Annex A) Population of Ulwe : Between 50,000 - 200,000 Occupancy : Business offices and firms for private businesses 6M WIDE ROAD

±0.0M

9M WIDE RAMP

−2.7M

7.5M WIDE ROAD

UP

CHILLER ROOM

4.75M × 7.4M

So, the criteria for parking would be; One car parking space for every 200 sq.m. area or fraction thereof. Floor plate area = 3712 sq.m. Number of floors = 8 Total Floor area = 29,696 sq.m.

6M WIDE ROAD FIRE HYDRANT

FIRE HYDRANT

Total amount of parking required

LOBBY 19.65M × 8.05M

−2.7M

= 29,696/200 = 148.48 ~ 149 car

parking

PUMP ROOM 15.75M × 3.45M UP

PARKING LAYOUT PLAN

9

3330

20

59.55 3.9 3.9 18.64 52.67 96.58 28.98

59.55 31.2 3.9 18.64 52.67 193.16 463.68

Enclosed Storage Storage Enclosed Service/ Repair Classroom/ Lecture Conference/ Meeting

10 6.8 6.8 10 6.8 13.7 11.5

595.5 212.16 26.52 186.4 358.156 2646.292 5332.32

Data Center

777.69

Electrical/ Mechanical 7.1

5521.599

Toilets

38.17

305.36

Restroom

7.7

2351.272

Battery & UPS Room

26.27

210.16

Electrical/ Mechanical 7.1

1492.136 156030 5506.2 348 2027.68 1088.245 3709.86

1 242 18

Workstation/floor Manager Room Facility Manager Conference Room B Meeting Room C Pantry AMENITY SPACES

2324 1 1 12 10 2-4

2103.75 28.98 34.8 22.04 19.11 43.8

15603 550.62 34.8 176.32 94.63 306.6

Open Plan Enclosed Enclosed Conference/ Meeting Conference/ Meeting For food preparation

Library

10

26.1

78.3

Stacks/ Reading Area 18.3/ 10

783

Banquet hall Kitchen & Storage LEISURE SPACES

250 14

379.15 85

Hotel Dining 9.1 For food preparation 12.1

3450.265 1028.5

Gym

57

212.78

Spa & Sauna

46

141.71

142

60

1.27 69.18 1.81

8.49 69.18 17.77

Fitness AreaGymnasium Seating AreaGymnasium Dressing Room Dressing Room Restroom

44 78

102.18 129.91

12 2

34.8 66.93 — —

10 10 10 11.5 11.5 12.1

13.7

2915.086

4.6

653.2

9.1 9.1 7.7

77.259 629.538 136.829

For Family dining For Family dining

10.9 10.9

1113.762 1416.019

34.8 121.27

Service/ Repair Service/ Repair Service/ Repair Service/ Repair

6.8 6.8 6.8 6.8

236.64 824.636 — —

35.15

140.6

Service/ Repair

6.8

956.08

Fire Command Centre 4 w/Surveillance

24

Service/ Repair

6.8

163.2

Ext Chiller Plant

—

Service/ Repair

6.8

—

2

MOVING BED BIOFILM REACTOR - SINGLE PASS TREATMENT

30M

SEZ - SECTOR 9A

Total Volume of Water for Amenities Block UGT - 1 ½ day capacity = 22.6cu.m. x 1.5 = 4M x 5.67M x 1.5M

Lobby

E RO

MEN'S TOILET

AD

25 lphd

370

WID

5

6M WIDE ROAD

D

720 990 360 540 540 1080 360 360

L ROA

45 15 45 45 45 45 45 45

SHOWER AREA

+0.75M

W.C. MASSAGE ROOM 4.55M × 3.1M

TERN A

20 lphd 10 lphd 20 lphd 20 lphd 20 lphd 20 lphd 20 lphd 20 lphd

6.3M × 4.75M

TOILET

IDE IN

25 lphd 5 lphd 25 lphd 25 lphd 25 lphd 25 lphd 25 lphd 25 lphd

MASSAGE ROOM 4.55M × 3.75M

6.15M × 11.25M

±0.0M

UP

16 66 8 12 12 24 8 8

185

Changing Rooms Salon Toilets PUBLIC SPACES Coffee House Restaurant SERVICES & PARKING B.M.S. Facility Fire Pump Room Generator (no Room) S.T.P. (ext facility) Chiller Room (basement)

STORAGE ROOM 3.89M × 3M

+0.75M

UP

W.C.

GLASS CANOPY ABOVE

40-50

12M × 24M

GYM 9.65M × 22.05M

+1.8M COLD AISLE

COLD AISLE COLD AISLE

BANQUET HALL 17.65M × 23.55M

+0.15M +1.5M

Area per Total Area Sq.m Room

SWIMMING POOL

EXIT DISCHARGE

COLD AISLE

DATA CENTER 39.55M × 23.55M COLD AISLE

COLD AISLE

MATV

FOYER 19.65M × 8.9M

COLD AISLE

FIRE HYDRANT

4 RACK SERVER CABINETS - 0.9mx3.6m

2M WIDE PASSAGE FIRE HYDRANT

WATER

CRAC UNIT

FIREMAN'S LIFT

BATTERY & UPS ROOM 3.55M × 5.95M

COLD AISLE

DRINKING WATER

COLD AISLE

DISABLED TOILET 2M×2.08M

CRAC UNIT

UP

COLD AISLE

+1.5M

LOUNGE 24.15M × 7.7M

DATA CENTER MANAGER 3.55M × 5.25M

COLD AISLE

VALET

2M WIDE PASSAGE

EQUIPMENT ROOM

TOILET GENTS 3.44M × 5.5M

RECEPTION DESK FIRST AID JANITOR'S 2M×1.95M 2M×1.95M

AV ROOM - 11.85M × 8.15M

2 11.85M × 3.45M

MAINTENANCE & REPAIR STAFF 11.45 × 4.6M

FIRE COMMAND CENTER 8M × 3M

B.M.S. ROOM & FACILITY MANAGER OFFICE 11.6M × 3M

AHU ROOM 7.15M × 5.7M COFFEE 4.95M × 4.9M

STORAGE ROOM 3.89M × 3M

+0.75M

LAWN AREA CRAC UNIT

PANTRY 4.95M × 3.95M

UP

2.5M WIDE PATHWAY

±0.0M

COLD AISLE

OFFICE SPACE 22.5M × 54.5M

BRIDGE ABOVE

W.C.

1.5M WIDE PASSAGE

5.9M × 5.45M

FEEDER PILLAR

TOILET LADIES 3.5M × 5.5M

WATER BODY FOR RWH

5175

−2.7M

11M WIDE ROAD

+1.5M

UGT 8.5M×4.6M ×3M

±0.0M

TREATED WATER TANK 8.5M×6M×3M

TOILET GENTS 3.44M × 5.5M

6M WIDE ROAD

EFFLUENT TREATMENT

9M W

VALET RECEPTION DESK

ACCOUNTS, ADMIN & COMMUNICATIONS 19.85M × 3M

TELECOM 3 ROOM 3.7M × 6.9M

2700 270 1800 270 1800 90 22595

+0.15M

LOUNGE 24.15M × 7.7M

STORAGE & UTILITIES 3.55M × 3.85M

−0.6M

45 45 45 45 45 45

AHU ROOM 4.6M × 11.5M

3 TELECOM ROOM 3.7M × 6.9M

20 lphd 20 lphd 20 lphd 20 lphd 20 lphd 20 lphd

180

DRINKING WATER

UP

CONFERENCE ROOM 3.8M × 5.8M

25 lphd 25 lphd 25 lphd 25 lphd 25 lphd 25 lphd

45

±0.0M

RO AD WI 6M

20 lphd

EXIT ACCESS

PROP

25 lphd

AL RO AD

3080 5460 315 270 45 3750 2565

TERN

70 70 45 45 45 15 45

IDE IN

15L/seat 15L/seat 20 lphd 20 lphd 20 lphd 10 lphd 20 lphd

AY

55L/seat 55L/seat 25 lphd 25 lphd 25 lphd 5 lphd 25 lphd

IGHW

10890 2520 90 118080

OSED H

45 45 45

BATTERY & UPS ROOM 3.55M × 7.4M

FIREMAN'S LIFT

AV ROOM - 11.85M × 8.15M

WATER

2M WIDE PASSAGE

+1.5M

DISABLED TOILET 2M×2.08M

TREATED WATER

1.8M WIDE PASSAGE

viii

Players Visitors Players Squash Players Billiards Players Darts Players Basketball Players Tennis Cricket practice Players Reception/Offic Staff e

20 lphd 20 lphd 20 lphd

FIRE HYDRANT

2M WIDE PASSAGE

LIBRARY 8.85M × 2.95M

6M WIDE ROAD

ii iii iv v vi vii

Sports Block Badminton

25 lphd 25 lphd 25 lphd

FOYER 19.65M × 8.9M FIRE HYDRANT

MATV

STORAGE 2.37M ×3.5M

DOWN

+0.83M

3 i

4.9M × 3.9M

+0.83M

viii

MEETING ROOM

6M WIDE ROAD

viii

Amenities Block Coffee House Customer 44 Restaurant Customer 78 Kitchen Staff Chef 7 6 Waiter Helper 1 Banquet Hall Visitors 250 Gym Users 57 Reception/Offic Staff 4 e Users 60 Salon 6 Staff Spa Users 40 6 Staff Swimming Pool Users 40 Staff 2

104580

OTP ATH

vii

242 56 2

45

UP

GLASS CANOPY ABOVE

OFFICE SPACE 39M × 22.5M

FO

vi

2324

20 lphd

+1.5M

UP

3.5 MW IDE

iv v

25 lphd

RWH PIPES

FABRICATED CANOPY ABOVE

±0.0M

Office Building Employee s Trainees Staff Watchmen

2 i ii iii

6M WIDE ROAD

DE

Occupant No. of Domestic Flushing type Occupants

Total Water Domestic Requirement + (Litres) Flushing

EFX546

1

N.B.C. Standards

EFX546

Users Sr. Description of No. Space

Occupants OFFICE BUILDING Reception & Waiting Area/Lobby Admin. & H.R. Block Janitor's Room First Aid Data Center Manager Maintenance/Repair AV Room Conference Room A

BLACK WATER/ SLUDGE

Category for LPD (W/sq.m.) Total LPD Lighting conditions Table 6-4

Space Requirement

Amount of car parking provided parking + 97 off street parking = 291 cars

= 194 basement

Off street Bike parking provided

= 154 bikes

SCALE 1:500

Sizing calculation for collection pit: Retention time required = 4h Average design flow = 5.17 cum/hr Capacity of collection sump = 4 × 5.17 = 20.66 cum Assume liquid depth = 4m Area required for collection pits = 20.66/4 = 5.165 sqm For circular tank, 5.165 = πr² = 1.283m Volume of pit provided = πr²h = 5.165 × 4 = 20.66 m³ Sizing calculation of bar screen: Peak discharge = 15.5 m³/hr Average discharge = 5.17 m³/hr Average velocity @ average flow isn't allowed to exceed 0.8m/sec Average spacing between bar 20mm The velocity = 0.3 × 20.66 = 6.2 m/h/m² Cross sectional area required = flow/velocity = 15.5/6.2 = 2.5 m²

Width of channel = (78.13 × 20) + (78.13 × 6) = 2032mm Width of screen = 2030mm Sizing calculation of aeration tank: Bod in the feed sewage = 100ppm No. of aeration tank =2 Average flow = 124/2 = 62kld Total bod load to the aeration tank = 5.17 × 24 × 100 = 12.4 kgs Let mlss = 2000 mg/l; f/m = 0.15 Volume of tank required = (Q × bod load) / (f/m × mlss) = (62 × 100) / (0.15 × 2000) = 20.66 m³ Assume liquid depth =4m Area = 20.66/4 = 5.17 m² Tank size provided = 2.59 × 2 × 4 So, Volume of tank = 20.8 m³ Check for aeration period/hydraulic retention time: Hydraulic retention time, t = 20.8 × 24 / 62 = 8.05hr So, the tank retention time is more than the required time. Excessive sludge will be drained to municipal waste Maximum design flow rate = 15.5 m³/hr, 124 kld Total feed suspended solid = 250ppm Total outlet suspended solid = 50ppm Load to the clarifier = 250 - 50 = 200ppm Sludge generated per day = 124 × 200 / 1000 = 24.8 kg/day Solid content in the feed = 3% Specific gravity of the sludge = 1.015 Volume of sludge = ((24.8/0.03)/(1000/1.0.15)) = 0.839 m³

Liquid depth required = 1m Velocity through screen at the peak flow = 1.6 m/sec Clear area = 2.5/1.6 = 1.5625 m.sec No. of clear spacing = 1.5625/0.02m = 78.125

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ACTIVE CELL MEDIA (VIRGIN HPDE) FOR BACTERIA CULTURE

TYPES OF REACTOR AND COMPONENTS FOR MBBR PROCESS

BUILDING SERVICES SIGN:

Sameer Jadhav 5th Year B.Arch (C) - 30 A.R.D. B.V.C.O.A.

SHEET:

07

Fire Command Center

HVAC CALCULATIONS

(According to NBC 2016) [3.4.12] Total area of the floor = 29,696 sq.m Total volume of the floor = 97,996.8 cu.m i.e. total volume = 3,460,267 cu.ft [a] [b]

Fire command centre shall be on the entrance floor of the building having direct access. The control room shall have the main fire alarm panel with communication system (suitable public address system) to aid floors and facilities for receiving the message from different floors.

3,460,267 cu.ft x 6 = 20,761,602 150 x 2624 occupants = 393,600

All controls and monitoring of fire alarm systems, pressurization systems, smoke management systems shall happen from this room. Monitoring of integrated building management systems, CCTVs or any other critical parameters in building may also be from the same room.

20,761,602 + 393,600 = 21,155,202 ∴Tonnage = 21,155,202/12000 btu = 1762,93 Total tonnage = 1762.93 x 1 floors = 1763 tonnes (8 floors already calculated in the total area of the floor) AHU Capacity Required= 1763 x 400cfm = 881,500 cfm Single AHU Capacity = 7,500cfm Total AHU Units required= 881,500/7,500cfm = 117.53 units ≈ 118 units

RAISED FLOOR FOR DATA CENTER CABLING

FIRE COMMAND CENTER 8M × 3M

Computer Room Air Conditioning (CRAC) Calculations (for Data Center): A typical data center also has a cooling density (heat load) of 50 W to 150 W per sq. ft. Total area of the floor

B.M.S. ROOM & FACILITY MANAGER OFFICE

= 777.69 sq.m. (8367.94 sq.ft)

Cooling Capacity at the low end = 50W x 8367.94 sq.ft. x 3.412/12,000 btuh 118 tonnes

Cooling Capacity at the high end = 150W x 8367.94 sq.ft. x 3.412/12,000 btuh =

FIREMAN'S LIFT

354 tonnes

FIRE FIGHTING SHAFT

Units provided = Seven (under max. optimization)

RECEPTION DESK

+1.5M UP

=

FLOOR PLAN & STAIRWAY MARKING SIGN

EXIT ACCESS FIREMAN'S TALKBACK

Pressurization System EXIT DISCHARGE

WET RISER WITH HOSE REEL

✆

+0.15M

Pressurization systems are employed in stairwells, elevator shafts, refuge spaces & other egress routes to control smoke movement across a barrier. By implementing in an area designed for safe exit, they maintain a high pressure against the area exposed to fire. This prevents smoke infiltration through cracks, joints, slits, etc in the egress area thus protecting them for a safe discharge of people. Pressurization Systems work in contrast with Exhaust & dilution systems. VFD (Variable Frequency Drive) is a modern development in Pressurization Systems which regulates the pressure (by altering the fan speed i.e. RPM) in the stairwell my measuring pressure differences between occupied areas & pressurized stairwell.

FIRE FIGHTING SHAFT

PERFORATED TILING FOR COLD AISLE AIR CONDITIONING

WATER COOLED CHILLER (part of Central Chilled Water System) With water cooled chillers, the refrigerant is cooled with a shell and tube condenser that is part of the chiller package. The condenser water heat is then rejected to the cooling tower located outdoors. A chilled water system utilizes a secondary cooling medium, i.e. the refrigeration cycle first produces chilled water, which in turn is used to cool air. Water lends itself as a superior cooling medium primarily on the account of its easy controllability and it doesn't have any distance limitations.

CENTRIFUGAL FAN USED FOR TOP INJECTION PRESSURIZATION PROCESS

TOP-BOTTOM INJECTION PRESSURIZATION PROCESS

SMOKE DETECTORS

FIRE ALARMS

BUILDING SERVICES

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SIGN:

Sameer Jadhav 5th Year B.Arch (C) - 30 A.R.D. B.V.C.O.A.

SHEET:

08

Direct Addressable Lighting Interface (DALI)

SOLAR ENERGY CALCULATION

DALI system consists of mechanical fins controlled by electrical motors, typically six fins per motor. A network of photo-sensors continuously measures the lighting levels, and a computer decides when to tilt the fins to let in more light or turn them to reduce glare from too much sunlight.

Site Coordinates: Latitude : 18.89° Longitude : 72.97°

The lighting system also incorporates innovations which are favourable for a commercial structure. The fluorescent office lighting is dimmable & each lighting fixture can be controlled separately by computer through the direct addressable lighting interface (DALI) protocol, the lighting control industry standard.

Area (40% of terrace) is generally considered for Solar Panel placement. Total area of terrace = 2969.6 m² Panel info: Panel Build GB54P6-185 Area of one panel No. of panels to be used on site (630 per building) Power rated per panel Weight per panel

Green Brilliance = 1.44m² = 1260 panels

SOLAR PANELS INSTALLED ON THE TERRACE FLOOR

= 185Watts = 17kg

No. of panels x Efficiency of one panel = 1260 x 185 watts = 233,100 Watts Estimated Amount of Energy Generated = 233.1 kW

SITE IS IN CLOSE PROXIMITY TO COASTAL AREAS AND MANGROVES 3.5M FOOTPATH

9M WIDE INTERNAL ROAD ENTRY

9M W IDE IN

TERN

AL RO

6M WIDE ROAD

AD

6M

WI DE

11M WIDE ROAD

RO A

D

6M WIDE ROAD

EXISTING STRUCTURE

±0.0M

MECHANICAL FACADES FOR OPTIMAL INDOOR LIGHTING CONDITIONS

2.

5M

W

ID

E

PA TH

W

AY

6M WIDE ROAD

−2.7M

9M WIDE RAMP TO BASEMENT

±0.0M DOWN

2.5M WIDE PATHWAY

RAIN WATER CATCHMENT AREA

6M WIDE ROAD

POOL AREA

USING COOLING WITH DEHUMIDIFICATION (LATENT COOLING) ALONG WITH SUNSHADING OF WINDOWS SIGNIFICANTLY IMPROVES THE COMFORT LEVELS IN THE INDOOR SPACE

REDUCED URBAN HEAT ISLAND EFFECT BY SHADING AREAS WITH TRESS AND PROVIDING LESS HARDSCAPES

AD

AD E RO WID

ELECTRIC

30M

WATER CHANNEL TO CREEK

9M W IDE IN TERN AL RO

6M WIDE ROAD

FINDING OPTIMAL SHADING BY USING LOUVERS WITH FENESTRATIONS

RAIN WATER HARVESTING Annual Rainfall

= 2000-2500mm

Roof Catchment Area = 7424 sq.m. Run off coefficient

= 0.75

Total Water Harvested = 7424 x 2 x 0.75 = 11,136 cu.m. Dry days Per day collection = 89.88 cu.m.

= 240 = 11,136/240

Tank capacity to be provided for 1.5 days So total capacity required = 89.88 x 1.5 =134.82 cu.m.

DOUBLE PANEL HIGH PERFORMANCE GLAZING PROVES COST EFFECTIVE IN HOT CLEAR SUMMERS & DARK OVERCAST WINTERS DUE TO INSULATING FEATURES

USING TREE COVER ON THE WEST SIDES SIGNIFICANTLY REDUCES HEAT GAIN

Water body shown in landscape for RWH purposes

ENVIRONMENTAL SERVICES

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SIGN:

Sameer Jadhav 5th Year B.Arch (C) - 30 A.R.D. B.V.C.O.A.

SHEET:

08

8.00

[26'-3"] [26'-3"]

[26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"]

8.00

BUILDING 1

8.00 8.00 8.00 8.00

8.00

550

Column Grid = 8M x 8M Column Size = 600MM x 600MM Peripheral Columns = 350MM x 450MM

3.78

[12'-4 1/2"]

FALSE CEILING PLENUM FOR AIR RETURN

1800

DATA CENTER

80.00 [262'-5 1/2"]

SECTIONPARKING OF DATA CENTER BASEMENT

FLAT SLAB WITH DROP

BUILDING 2

600MM HIGH RAISED FLOOR FOR CABLING & AIR SUPPLY

DROP

[26'-3"] [26'-3"] [26'-3"] 3.78

550

600

24.00 [78'-9"]

56.00 [183'-8 3/4"]

32.00 [104'-11 3/4"]

8.00

3.78

32.00 [104'-11 3/4"]

CONSTRUCTION DETAILS: G+3+Basement

5.34M

22M

150 600

0.75M HIGH CLERESTORY

2M

8.00

600

8.00

2700

8.00

600

8.00

1800

8.00

[26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"] [26'-3"]

8.00

[12'-4 1/2"]

8.00

600

[12'-4 1/2"] [12'-4 1/2"]

[12'-4 1/2"]

3.78

[12'-4 1/2"]

3.78

[12'-4 1/2"]

8.00

3.78 3.78

3.78

6.66M

22M LONG TRUSS DETAILS AT B 112.00 [367'-5 1/2"]

TRUSS SUPPORTED TO COLUMN FACE DETAILS AT C

7.6M

DIFFUSED LIGHTING

PERIPHERAL BEAM 300MM x 900MM DEEP

RWH PIPES

1500

1M

0.60 [1'-11 1/2"] 0.60 [1'-11 1/2"] 0.30 [11 3/4"]

750MM x 1500MM BOXING WALL

150 TUBE SECTION

G.L.

150 TUBE SECTION

UNITIZED GLAZED WALL

+9.9M LVL

ANGLE SUPPORT WITH STIFFNERS

B - TRUSS CROSS SECTION DETAILS

35MM DIA. TENSILE CABLE FOR SUPPORT 150MM DEEP ALU. BARS FOR GLAZAED CANOPY

400

450MM THK. PILE CAP

BOXING FOR RWH

150 RWH PIPE

+5.7M LVL

M.S. ROOFING FOR ENTRANCE PORCH

6mm THICK SHEET PILE

20mm THICK SHAHABAD TILES 4mm THICK WATERPROOFING LAYER

200MM DIA HOLLOW STEEL COLUMN

6.3M

230mm THICK BRICK WALL

900

1.25M HIGH WALL FOR DOWNTAKE RWH LOOP

5.3M

300 PILE

+1.5M LVL 150

±0.0M LVL

300mm THICK RETAINING WALL

900

150

400

TYPICAL SECTION IN OFFICE BUILDING

GROUND FLOOR

150

BMW

TRUSS RESTED ON ANGLE SUPPORT

1.9M

100 TUBE SECTION

2M

VERTICALLY MOUNTED SYSTEM WITH INTEGRATED WIRING & MOTORS

TYPICAL PLAN IN OFFICE BUILDING

BASEMENT RETAINING WALL 300MM THK. DETAILS AT (A)

COLUMN FACE

150

600

750MM WIDE ALCOVE

750

0.35 [1'-1 3/4"]

2.95 [9'-8 1/4"]

600

600MM DROP FALSE CEILING

OFFICE SPACE

BADMINTON COURTS

SQUASH COURT

0.75

PLANTER BOX 750MM x 350MM

750

0.90 [2'-11 1/2"]

0.35 [1'-1 3/4"]

5.7

OFFICE SPACE

BASEMENT

PUMP ROOM

1200

GRAVEL

WEEPHOLE

A - BASEMENT RETAINING WALL DETAILS

−2.7M LVL

SECTION OF RWH DOWNTAKE PIPE

TYPICAL SECTION AT BUILDING ENTRANCE

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PLAN OF A PILE CAP

CONSTRUCTION DETAILS SIGN:

Sameer Jadhav 5th Year B.Arch (C) - 30 A.R.D. B.V.C.O.A.

SHEET:

10

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