HOTEL CASESTUDY - HYATT REGENCY, PUNE

FACT FILE:
•TOTAL NO. OF KEYS: 222 ROOMS/SUITES AND 84 SERVICE
APARTMENTS
•TOTAL NO. OF BAYS: 245 BAYS (HOTEL BLOCK) , 227 BAYS
(SERVICE APARTMENT BLOCK)
•TOTAL PLOT AREA : 15224.11 SQ.M
• FSI: 2
•TOTAL B.U.A.: 55,574.6 SQ.M ( 5,98,204.99 SQ.FT)
•NO. OF FLOORS: G + 9 (40.M HEIGHT)
•NO. OF BASEMENT: 2
•AREA OF BASEMENT: 18533.2 SQ.M
•AREA PER ROOM: 181.6 SQ.M

FACT FILE:
•NO. OF KEYS PER FLOOR PLATE: 31 KEYS (HOTEL BLOCK)
AND 13KEYS( SERVICE APARTMENT BLOCK)
•NO. OF PARKING: 353 CARS
•NO. OF CARS PER KEY: 1.2 PER KEY.
•PARKING AREA: 11,929.0 SQ.M
•GROUND COVERAGE: 46%- 7126.73 SQ.M
•OPEN SPACE: 10%- 1522.4 SQ.M
•AMENITY SPACE: 15% - 2283.6 SQ.M
GUEST ROOM GRID SIZE: 8.8 M X 7.5 M

Ground Floor
Plan
CORE AREA
HOTEL BLOCKAPARTMENT BLOCK
ENTRY EXIT
PEDESTRIAN ACCESS
4 WHEELER MOVEMENT
FIRE TENDER MOVEMENT
INOUT
NORTH

Hotel Ground Floor
Plan
CAFÉ
RESTAURANT
WHISKEY
BAR
ITALIAN
TRATTO
RIA
OUTSIDE
SEATING
LANDSCAPE
AREA
CORE AREA
BOH
FRONT DESK
OFFICE
NORTH
KITCHEN
AREA
KITCHEN
AREA

Apartment Ground Floor
Plan
NORTH
EMPLOYEE
CAFE
RETAIL
AREA
RETAIL
AREA
APARTMENT
LOBBY
CORE AREA
MAIN
ESCALATOR
LOBBY/
BALLROOM
ENTRANCE
LOBBY
OFFICE
AREA
RETAIL
WATER
BODY

First Floor Plan
NORTH
YOGA ROOM
SPA
RECEPTION
AREA
CANOPIES
SPA
TREATMENT
ROOM AREA
BALLRO
OM MAIN
LOBBY
BALLROOM
KITCHEN AREA
JUNIOR
BALLROOM AREA
GRAND
BALLROOM
BUSINESS & SALE
CENTRE
MEETING
ROOMS
GY
M
CHANGING
ROOM
AREA
BOARD
ROOM
POOL
AREA
MEMBERS BAR
AREA
MEMBERS
CLUB
TERRACE
HOTEL BLOCK
APARTMENT BLOCK

Architectural Study - Stone Cladding Details
Details

Architectural Study - GFC Drawings along with Details Derived from the view
Details

Ground Floor Plan
CORE AREA
ENTRY EXIT
PEDESTRIAN ACCESS
4 WHEELER MOVEMENT
INOUT
NORTH
PUBLIC AREA
SEMI PRIVATE
PRIVATE
FUNCTIONAL ZONING

First Floor Plan
NORTH
YOGA ROOM
SPA RECEPTION
AREA
CANOPIES
SPA
TREATMENT
ROOM AREA
BALLROOM
MAIN
LOBBY
BALLROOM
KITCHEN AREA
JUNIOR
BALLROOM AREA
GRAND BALLROOM
BUSINESS & SALE
CENTRE
MEETING
ROOMS
GYM
CHANGING
ROOM
AREA
BOARD
ROOM
POOL
AREA
MEMBERS BAR
AREA
MEMBERS
CLUB
TERRA
CE
HOTEL BLOCK
APARTMENT BLOCK PUBLIC AREA
SEMI PRIVATE
PRIVATE

NORTH
Second Floor Plan
Typical Floor Plan
FLOOR PLANS-KEY Distribution
1 BED ROOM
APARTMENT
2 BEDROOM
APPARTMENT
TWIN BED
KING SIZE BED
DOUBLE BED

PUBLIC AREA
PARKING AND SERVICE
AREA
PRIVATE
VERTICAL FUNCTIONAL ZONING

E
W
SHADING DIVICES ARE NOT PROVIDED BECAUSE THEY HAVE USED DOUBLE COATED GLASS
NATURAL VENTILATION IS NOT PROVIDED AS THOUGH THE WHOLE BUILDING IS AIR CONDITIO
CLIMATE STUDY

TEMPERATURE OF PUNE IS MAX IN APRIL-MAY AND
LOWEST IN DEC-JAN

PHYSICAL AND VISUAL CONTEXT
AS THE BUILDING IS A CORNER BLOCK NO VIEW IS
BLOCKED.
THE TWO ADJUCENT ROADS GIVES THE DIRECT
VIEW OF THE ENTRANCE FAÇADE.

PHYSICAL AND VISUAL CONTEXT.
HIGHRISE IT PARKS
AROUND THE BUILDING

BAKERY IN HOTEL
AT ENTRANCE
OPEN KITCHEN
IN RESTAURANTS
LIGHT
FITTINGS
CANOPY WITH
LOAD CARING RODS
GREEN WALL USED
TO BLOCK THE
BAD VIEW
ESCALATORS
IN HOTEL
LINEN CHUTES
NON-FAMILIAR ACTIVITIES

VISUAL, STRUCTURAL AND
MATERIAL STUDIES

INTRODUCTION
• ODYSSEY WAS AWARDED THE HARDSCAPE
CONTRACT FOR THE HYATT REGENCY,
PUNE.
• ODYSSEY WAS INVOLVED IN THE
STONEWORK FOR VARIOUS ELEMENTS OF
THE BUILDING INCLUDING ITS LANDSCAPE.

FACADE
• 5000 SQM OF JAISALMER FLOWER
LIMESTONE IN AN ANTIQUE FINISH HAS
BEEN DRY CLAD ON THE TWIN TOWERS.

FACADE
• THE GLASS WAS DOUBLE COATED TO
PROVIDE SOUND INSULATION AND
PREVENT GLARE.

HARDSCAPE, WATER
FEATURES AND ARTWORKS
• ENTRANCE DRIVEWAY – COBBLED IN
BLACK GRANITE AND YELLOW JAISALMER
HANDCUT COBBLES IN 200X100X100MM.

HARDSCAPE, WATER
• A RAISED REFLECTIVE WATER BODY
CLADED WITH TROPICAL GRANITE WHICH
IS GROOVED AND CHIPPED.

HARDSCAPE, WATER
• FLOATING LANTERNS ON REFLECTIVE
WATER BODY HAVING SOLID STONE
SPHERICAL BASE AND BRASS TOPS.

HARDSCAPE, WATER
• LOTUS PAD CUT- WORK LATTICE IS WATER
JET CUT IN 50MM THICK BLACK GRANITE
AND IS FLANKED BY 216 LOTUSES CARVED
FROM SPHERICAL STONES OF 150MM
DIAMETER AND INSTALLED ON BRASS
STEMS ON EITHER SIDE OF THE LATTICE.

INTERIORS
• 1200 PIECES CUT OUT OF GLASS WERE
USED AND THE PIECES WERE ANCHORED
WITH CABLES.

INTERIORS
• THE COLUMNS WERE COVERED WITH
MIRRORS AND CEILING MADE OF MILD
STEEL PROVIDING INDIRECT LIGHTING.

INTERIORS
• SQUARE WAS USED AS A BASIC MODULE
TO CREATE PATTERNS IN THE INTERIORS
WITH VARYING LIGHT EFFECTS.

INTERIORS
• THE MODERN INTERIORS INCLUDE HARDWOOD
FLOORING OR CARPET.
• MASTER BEDROOMS WITH KING SIZE BEDS
HAVING A LUXURIOUS BATH AND RAIN SHOWER.
• MODERN KITCHENS IN APARTMENTS EQUIPPED
WITH HIGH END APPLIANCES.
• EACH CONTEMPORARY APARTMENT WAS BRIGHT
AND SUNNY WITH HIGH CEILINGS AND PICTURE
WINDOWS.
• FLEXIBLE CONFIGURATIONS- ONE OR TWO
BEDROOMS

SPA WITH TEXTURED WALL AND CERAMIC
FLOORING.

ANALYSIS OF SPACES
• ON ENTERING THE LIGHT
EFFECT TENDS TO DRAW
THE GUESTS TOWARDS
THE GRAND ENTRY OF THE
HOTEL.
• WHEN WE ENTER INTO THE
SPACE THERE IS A
TRANSITION IN THE
VOLUME WHICH CREATES
A DRAMATIC EFFECT ON
THE VIEWER.
• ANALYTICALLY THE
ENTRANCE FOYER HAS A
STRONG LINEAR AXIS
WHICH DIRECTS THE
USER.

• ON ENTERING THE
LOBBY THE USER
EXPERIENCES THE HUGE
SCALE OF THE SPACE.
WHICH GIVES IT A WOW
FEELING.
• THERE IS A CHANDELIER
WHICH LIGHTS UP THE
WHOLE SPACE GIVING AN
EXPERIENCE OF THE
CONNECTION BETWEEN
THE HUMAN SCALE AND
THE SPACE.
THE LOBBY IS CLEAN AND WITH
NO FURNITURE IN IT. THUS
CREATES GRAND WELCOMING
SPACE.
THE CHANDELIER IS MADE OF
LEFTOVER GLASS PIECES .

PARKING
 PARKING – ON UPPER
BASEMENT (TO SAVE
COMMERCIALLY VALUABLE
SPACE OF GROUND FLOOR).
 AREA OF BASEMENT: 18533.2
SQ.M
 PARKING AREA: 11,929.0 SQ.M
 NO. OF PARKING: 353 CARS
 NO. OF CARS PER KEY: 1.2
PER KEY.
PARKING AREA OUT OF TOTAL
BASEMENT AREA
PARKING
AREA
REMAINING
AREA

PARKING
 GRID FOR CAR
PARKING

FIRE PROTECTION SYSTEM
ELECTRONIC BASED WATER BASED
SMOKE DETETORS
WARNING
ALARMS
FIRE SPRINKLERS FIRE HYDRANTS
 A SYSTEM OF INTERCONNECTED
SMOKE DETECTORS IS INSTALLED
WITHIN EVERY ROOM,CORRIDORS, ALL
PUBLIC, SEMI PUBLIC AND PRIVATE
AREAS.
SMOKE DETECTOR PANEL LOCATED ON
LOBBY LEVEL.
 EACH PANEL – 120 DETECTORS.
 EACH DETECTOR GAURDS 30 SQ.M
AREA .
 FIRE SPRINKLERS SYSTEMS ARE
PROVIDED THROUGHOUT THE BUILDING.
 FIRE PUMPS INSTALLED ON THE
TECHNICAL FLOOR PRESSURIZES THE WET
SYSTEM OF THE SPRINKLERS AND FIRE
HOSES/RACKS
 WET RISER – AN ARRANGEMENT OF
FIRE FIGHTING WITHIN THE BUILDING BY
MEANS OF VERTICAL RISING MAINS WITH
LANDIND VALVES ON EACH
FLOOR/LANDING FOR FIRE FIGHTING
PURPOSES.
 FIXED CARBONDIOXIDE/FOAM/DCO
WATER SPRAY EXTIGUISHING SYSTEM.

Ground Floor Plan
CORE AREA
ENTRY EXIT
PEDESTRIAN ACCESS
4 WHEELER MOVEMENT
INOUT
NORTH

TYPICAL FLOOR PLAN
FIRE EXIT
STAIRCASES
FIRE
LIFTS

FIRE LIFTS
 TO ENABLE FIRE SERVICES
PERSONAL TO REACH THE UPPER
FLOORS WITH THE MINIMUM DELAY.
 THE LIFT SHOULD HAVE A FLOOR
AREA OF NOT LESS THAN 1.4 sq.m.
 LOADING CAPACITY NOT LESS
THAN 545 kg.
 LIFT SHOULD HAVE
AUTOMATICALLY CLOSING DOORS.
 THE SPPED OF THE FIRE LIFT
SHALL BE SUCH THAT IT CAN REACH
TO TOP FLOOR FROM GROUND
LEVEL WITHIN ONE MINUTE.
 LIFT LANDING, DOORS SHOULD
HAVE FIRE RESISTANCE OF 1 HOUR.  FIRE EXIT STAIRCASES

ACMV
(AIR CONDITIONING AND MECHANICAL VENTILATION)
 CENTRAL AIR CONDITIONING SYSTEM IS GENERALLY PREFERRED.
AC PLANT ROOM
(4.0m*9.0m)
AHU
(AIR HANDLING
UNIT)
(4.0m*5.0m)
 IT IS LOCATED AT THE BASEMENT, PREFERABLY
AT THE CENTRE OF THE BUILDING TO REDUCE
LENGTH OF SUPPLY AND RETURN DUCTS.
 THUMB RULE FOR THE CAPACITY OF THE PLANT
IS ONE TON FOR EACH 150 sq.ft OF THE FLOOR
AREA.
 IT IS LOCATED ON EACH FLOOR .
 FOR TAKING RETURN SUPPLY DUCTS FROM
MAIN AC PLANT TO AHU ROOM VERTICAL SHAFT OF
SIZE 1.5m*2.0m IS REQUIRED.
 FROM AHU SUSPENDED DUITABLE UNITS OF
UPTO 7.5 ton RUN AT MAXIMUM 450mm BELOW
FLOOR SLAB BEAM BOTTOM.
 EACH REGISTER ON SUPPLY DUCT COVERS AREA
WITHIN 3.6m RADIUS.

ACMV
(AIR CONDITIONING AND MECHANICAL VENTILATION)
CENTRALIZED AIR CONDITIONING UNIT .
 INDOOR UNIT i.e. FAN COIL UNIT ALONG THE PERIPHERE OF THE
ROOM.
 CHILLER AND COMPRESSOR ARE UNDERGROUND.
 AHU ROOM

ELECTRIFICATION
GENERATION TRANSMISSION DISTRIBUTION
GENERAL DISTRIBUTION OF ELECTRICITY IN A HOTEL
TRANSFORMER
D.G.ROOM
L.T.ROOM
FLOOR SERVICE
STATION
ROOMS AND
LOBBIES
SITE
(SCHEMATIC REPRESENTATION)

ELECTRIFICATION
 TRANSFORMER
 STEP DOWN TRANSFORMER FOR TAKING SUPPLY FROM 11 KV
HT LINE.
 DEPENDING ON THE TYPE CHOSEN, NORMAL SPACE
REQUIREMENTS ARE AS UNDER
DRY TYPE - 4m*4m*4m HEIGHT
OIL TYPE - 8m*4m*4m HEIGHT
 SPACE REQUIREMENT OF OTHER UNITS NORMALLY ARE –
PANEL ROOM - 5m*5m
METER ROOM - 3m*3m
 FROM L.T. PANEL ROOM, SUPPLY IS TAKEN TO DISTRIBUTION
BOARDS PLACED IN DIFFERNT AREAS AND ON DIFFERENT
FLOORS.
 THE MINIMUM REQUIRED SHAFT SIZE FOR TAKING CABLES TO
UPPER FLOORS IS 0.8m*3.0m.
 MAIN SWITCHES ARE LOCATED WHERE PUBLIC CANNOT
REACH THEM.

ELECTRIFICATION
 DIESEL GENERATOR ROOM

PLUMBING SYSTEMS
WATER SUPPLY SYSTEMS STORM WATER DRAIN
UNDERGROUND
WATER TANK
PUMP ROOM
OVER HEAD
WATER TANK
DOMESTIC USE FIRE USE
WATER SUPPLY
LINES
STORM WATER
PIPES ON TERRACE
CATCH BASINS
STREET
SEWERS

PLUMBING SYSTEMS
 TYPICAL GRID OF ROOM+TOILET+SERVICE SHAFT

WATER SUPPLY
1. FOR DRAINAGE AND SANITATION USE
a) WATER REQ. PER PERSON IN
HOTEL
180 lits.
b) SINGLE ROOMS 5% EXTRA OF 180 lits.
c) SUITES, OR DOUBLE ROOMS 10% EXTRA OF 180 lits.
2. FOR DRINKING USE
a) MAXIMUM AMOUNT OF DRINKING
WATER
Slits
b) KITCHEN, COOKING WATER Slits
3. STORAGE OF WATER
 GROUND WATER STORAGE – ADDITION OF AMOUNT USE FOR
DRINKAGE & DOMESTIC USE.
 FIRE FIGHTTING STORAGE TANK - 2 TIMES OF GROUND WATER
STORAGE.
 OVEHEAD WATER STORAGE – 1.5 TIMES OF GROUND WATER
STORAGE.

DRAINAGE SYSTEMS
DRAINAGE AND SANITATION REQUIREMENTS
 IN PUBLIC AREAS
1 ONE W.C. FOR 50 PEOPLE
2 ONE URINAL FOR 25 PEOPLE
3 ONE BATH FOR 25 PEOPLE
 INTERNAL DRAINAGE LINE
100 TO 150mm DIAMETER LEAD JOINTED CAST IRON(C.I.)
PIPES ARE USED FOR SOIL AND WASTE WATER LINES FROM
TOILETS TO INSPECTION CHAMBERS(LC.s) ON THE SERVICE FLOOR.
 EXTERNAL DRAINAGE LINE
CEMENT JOINTED RCC HUME PIPES 150 TO 450mm
DIAMETER ARE LAID UNDER GROUND WITH REGULAR TYPE I.C.s IN
BRICKN MASONARY AT MAXIMUM 15m INTERVAL OR AT EVERY
CHANGE IN DIRECTION.
AT END THIS DRAINAGE LINE IS CONNECTED TO CORPORATION
DRAINAGE LINE THROUGH A DISCONNECTING CHAMBER(DC).

 GRID FOR SERVICES
ON A GUEST FLOOR.

• CODES:-
• MINIMUM WIDTH 1.5
MTS FOR PUBLIC
BUILDINGS.
• RISER –MAXIMUM=150
• TREAD-MINIMUM=300
• ONE FLIGHT SHALL
HAVE MAXIMUM 12
RISERS.
• ANALYSIS:-
• CODES WERE
TAKEN CARE OF
• TOTAL 15
STAIRCASES
STAIRCASE

• STANDARDS
• FIRE EXIT
STAIRCASE FOR
SUPERSTRUCTURE
AND BASEMENT
SHOULD NOT BE
CONNECTED.
• ALL POSSIBLE
PASSAGES
CONNECTED TO
STAIRS SHOULD BE
CONNECTED TO THE
NEAREST STREETS.
Standards were followed
STAIRCASE

• PEDESTAL RAMPS:-
• MINIMUM SLOPE – 1:12
• HANDICAP - >1:12
(COMFORTABLE)
• RAMPS SHALL HAVE
LEVELLED PLATFORM AT
10 TO 12MT INTERVAL .
• THE PLATFORM SHOULD
BE MINIMUM 1.5 M ON
THE TURNINGS.
• ANALYSIS
• NO PEDESTAL
RAMPS WERE
USED IN
BUILDING
• VEHICULAR
RAMPS WERE
PROVIDED IN
PARKING
RAMPS

• MACHINE ROOM IS
USUALLY PLACED
ON TOP FLOOR
(TERRACES)
• FOR LIMITED LIFTS
A SMALL MACHINE
IS PLACED ON THE
LIFT CAR
• MAXIMUM
CAPACITY OF LIFT
600-700KG
LIFTS

DIFFERENT SIZES OF LIFT
CARS
LIFT CARS FOR
HANDICAPS
LIFTS

PARKING
CODES
• For Govt & semi public building, for every
100sq.mt built up area , a parking space for 2
cars and 10 scooters needs to be provided .

TOILETS
• A clear space of 762x1219 is to
be provided if the door swings
into the room , clear of the
door swing .
• Unisex facilities are to be on
an accessible route . They are
to be reasonably close to the
separate sex facilities and with
accessible route no more than
12700 in length

• When water closet
compartments are
provided, atleast one
should be accessible.
• When there are six or
more toilet compartments
in a toilet facility , then
atleast one compartment
is to be an ambulatory-
accessible stall in addition
to the wheelchair-
accessible compartment.

Fire protection system consists of :
Detection systems that sense
heat, fire or smoke and activates
an appropriate alarm.
Alarm systems that alerts
occupants of an emergency in a
building by the sense of hearing ,
sight, or in some cases, touch .
Automatic fire-extinguishing or
sprinklers systems that are
activated by heat from a fire .
Automatic sprinklers are attached to
underground piping from a suitable
water supply.

Fire-alarm and detection system
• The code requires different type of
alarms and detectors, and different
levels of actuation in various
occupancies and type of buildings.
• When buildings are sprinklered
and the sprinklers connected to
the alarm system, automatic heat
detection is not required.
• Sprinklers are heat-actuated and
thus are a type of heat detector for
themselves.
• Fire detectors are to be smoke
detectors as well, except in areas
like boiler rooms .
• There are instances where having
manual alarms may result in a
large number of false alarms , so
providing automatic detection may
be desirable alternative.

Fire alarm and detection system :
• Audible alarms :
Alarms should have a distinctive sound
not used for any other purpose.
They should be loud enough to provide a
sound pressure level at least 15 decibels
above the ambient sound or 5 dBA above
the max. sound level.

STANDPIPE SYSTEMS
• Standpipes are permanent pipes
rising through a building that
provide hose connection for use
in interior fire fighting.
• Class I standpipes provide large 2
½” hose connections for use by
fire fighters.
• Class II standpipes provide 1
½”hose connections that are
lower volume and pressure and
can be used by either untrained
building occupants or first
responders to help fight fire
inside a building .
• Class III standpipes system
provide access to both sides of
connections to allow use by
either building occupants or
firefighters

Analysis
• Fire detectors, sprinklers, alarm were seen in
the passage.

INTERVIEW
- AR.RAHUL AJIT KADAM
-EDIFICE CONSULTANTS PVT.LTD,PUNE

-HE IS CERTIFIED HEALTHCARE ARCHITECT
FROM MEDICAL ARCHITECTURE RESEARCH
(MARU)
-HE IS DIRECTOR AND REGIONAL HEAD PUNE
AND SOUTH MAHARASHTRA OPERATIONS AT
EDIFICE CONSULTANTS PVT.LTD
-ALUMNUS OF BKPS COLLEGE OF
ARCHITECTURE, PUNE
-HE DID HIS MASTERS IN HEALTH CARE
PLANNING AND DESIGN FROM MARU, SOUTH
BANK UNIVERSITY, LONDON.

-INVOLVED NATIONALLY AND INTERNATIONALLY IN
PLANNING AND DESIGN OF PROJECTS OF DIVERSE
RANGES /TYPOLOGIES, PEOPLE .
SPECIALITIES-
PROJECT MANAGEMENT,PROJECT
CONTROL(PLANNING & COST CONTROL)
PROPOSALS & ESTIMATIONS & PROJECT
COMMERCIALS.

1) IS FORM MORE ESSENTIAL OR
THE FUNCTION ?
-WHEN WE FULLY TRY TO
SERVE THE FUNCTIONS , IT
AUTOMATICALLY ENHANCES
YOUR FORM.
-EVEN THE BUILDINGS WITH A
SQUARE FORM LOOK MORE
ATTRACTIVE THAN CIRCULAR
OR ORGANIC SHAPES.
-THEY ALSO SERVE GOOD
FUNCTIONS.

2) WERE THERE ANY COST
RESTRICTIONS WHILE DESIGNING
HYATT?

YES THERE WERE SOME
RESTRICTIONS
THE WHOLE PROJECT WAS
COMPLETED IN GIVEN BUDGET
APRROX BUDGET- 1CR PER KEY

AND OF COURSE YOU ALWAYS NEED TO
GIVE FIRST PRIORITY TO SOME THINGS
WHICH SOME TIMES MAY AFFECT YOUR
BUDGETS.

3) ACC TO YOU WHICH WAS THE MOST
IMPORTANT AND CHALLENGING PART
IN THIS PROJECT?
-OF COURSE THE
SERVICES PART
-IT WAS THE MOTHER
OF THE WHOLE
PROJECT
-MOST IMP,MOST
NEEDED,MOST TIME
CONSUMING AND
OBVIO CHALLENGING.

4) WHAT IS YOUR THOUGHT ON AN
ENERGY EFFICIENT BUILDING?

-MOST PROBABLY AN ENERGY
EFFICIENT BUILDING IS-
MAX PRODUCTIVITY WITH MIN
EXPENSE
-IS EFFICIENT USE OF ENERGY
-EFFICIENT USE OF SPACE .

5) WHAT WAS THE STORY BEHIND
SUCH BIG CANOPIES?

-THIS CANOPY WAS ONE OF THE LONGEST
SPANNED CANOPIES IN PUNE
-IT IS SUPPOTED AT BY STEEL RODS AND A
HOOK SPECIALLY DESIGNED
-THE RODS WERE FIXED TO THE EXTERIOR
FACE OF THE BUILDING SPECIALLY AT A
JUNCTION WHERE 4 STONES MEET.

6) HOW MANY YEARS IT TOOK FOR YOU TO
COMPLETE THIS PROJECT?
IT TOOK AROUND 7 YRS TO BUILD THIS
COMPLETE THIS PROJECT

7) HOW WAS THE CHANDELIER ABOVE THE
MAIN PASSAGE MADE?
-IT WAS MADE OUT OF 1200 CUT GLASS
PIPES ,ANCHORED BY CABLES FROM
INSIDE.
-IT WAS SPECIALLY DESIGNED TO ADD ON
THE LIGHTING EFFECTS N COLOURS

8) FEW BEST / POSITIVE POINTS ABOUT
HYATT REGENCY?
• PROPER CIRCULATION PATTERNS.
• ADEQUATE PARKING AREA.
• PROPER SEGREGATIONS OF SPACES.
• SOME ATRRACTIVE ELEMENTS IN THE
HOTEL.
• PROPER LIGHT EFFECTS , PROPER USE
OF MATERIALS .
• SIMPLE YET ATTRACTIVE ELEVATIONS.
• PLANNING DONE WITH PROPER
CONTEXT TO URBAN SPACES AROUND.

• BUILDING CAN STAND AT- TEMP
VARIATIONS, WIND
PRESSURES,BOMB
BLASTS,EARTHQUAKES.
• PROPER FIRE EXITS AT EACH LEVEL
AND THEIR CIRCULATION PATTERNS.
• LANDSCAPE.
• GREEN BOUNDRY AROUND WHICH
GIVE A ENDLESS EFFECT.
• BEST SUITED VIEWS FOR EACH
GUEST ROOM.
• BEST VIEWS FROM TERRACES.

A VIEW FROM A TERRACE TOWARDS THE
MAIN ROAD

From: "Tim Vacha" <tvacha@lohananderson.com>
To: "amol Dandekar" <amol.d@edifice.co.in>
Cc: "Adarsh Jatia" <ajatia@magushotels.com>; "amit" <amitsood@ascenthotels.com>;
<rahul.k@edifice.co.in>; <nalin.h@edifice.co.in>; <siddharth.s@edifice.co.in>;
<baskaran.k@edifice.co.in>; <josefina.ratto@hyattintl.com>; "John Arzarian"
<jarzarian@lohananderson.com>
Sent: Wednesday, November 14, 2007 5:38 AM
Subject: RE: AH- Canopy suspension detail considerations
Dear Amol,
We’re glad you’re thinking about the canopy for the Pune HR. Please be aware that our design is
conceptual and
requires a thorough design and analysis by the structural engineer of record as well as coordination
with the
fabricator. We’ve looked over your sketches and have the followings comments:
1) Resisting the up-lift from wind-loading will need careful study. We would prefer that this is
achieved by increasing the dead load of the canopy to counteract these forces, rather than adding
struts or stiff bracing members that would detract from the appearance.
2) The stainless steel plate connector for the canopy, should be isolated from the stone clips and
separated by a soft joint for movement. The stone piece on either side of these plates could be
supported on their top and bottom edges away from the plates, rather than on their sides.
3) We would like to review the structural design for compliance with our general design intent as it
progress. So, kindly send us further drawings as they are developed. Also, send dimensioned
drawings for the structural hardware (clips, rods, clevices,etc.).
We are looking at some options for addressing the Ballroom spill-over issue and will have some
ideas for discussion in the next day or so.
Best Regards,
Tim
Tim Vacha, AIA
Senior Associate
LOHAN ANDERSON
401 North Michigan Avenue
Suite 500
Chicago IL 60611
VOICE +312.988.7800
DIRECT +312.229.6973
FAX + 312.229.6974
WEB: LOHANANDERSON.COM
Architectural Detailing – The Canopy Study

Sketch View sent by Concept Architect
Architectural Detailing – The Swimming Pool in the SPA

Architectural Detailing – The Swimming Pool – GFC Drawings

Ground Floor Lobby Visual
Escalator Visual
PUBLIC AREA RENDERINGS
HOTEL
LOBBY
ESCALATOR
LOBBY
KEY
PLAN

Whiskey Bar Visual
Italian Trattoria Visual
WHISKEY
BARTRATTORI
A
KEY
PLAN

Ballroom Visual - Apartment
Block
Meeting Room Visual-
Apartment Block
BANQUET
432 persons
MEETING
ROOMS
KEY
PLAN

Members Bar Visual – Hotel
Block
Members Restaurant Visual –
Hotel Block
PUBLIC AREA RENDERINGS MEMBERS
BAR
MEMBER
S CLUB
KEY
PLAN

NORTH
Second Floor Plan
Typical Floor Plan
FLOOR PLANS-KEY Distribution

1BR-Type B Plan
1BR-Visual
1 Bedroom Apartment
Service Apartment Block

2BR-Type A Plan
2BR-Visual
2 Bedroom Apartment
Service Apartment Block

Typical Guest Room-Hotel Block
King Room Plan
Twin Room Plan
Typical Guest Room Visual

Junior Suite Type-A Junior Suite Type-B
Executive Suite Type-A Executive Suite Type-B
Suites-Hotel Block

HOTEL CASESTUDY - HYATT REGENCY, PUNE

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HOTEL CASESTUDY - HYATT REGENCY, PUNE