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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
FUNCTIONAL STUDIES
Ground Floor Plan
CORE AREA
HOTEL BLOCKAPARTMENT BLOCK
ENTRY EXIT
PEDESTRIAN ACCESS
4 WHEELER MOVEMENT
FIRE TENDER 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
HOTEL BLOCKAPARTMENT BLOCK
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
FEATURES AND ARTWORKS
• A RAISED REFLECTIVE WATER BODY
CLADED WITH TROPICAL GRANITE WHICH
IS GROOVED AND CHIPPED.
HARDSCAPE, WATER
FEATURES AND ARTWORKS
• FLOATING LANTERNS ON REFLECTIVE
WATER BODY HAVING SOLID STONE
SPHERICAL BASE AND BRASS TOPS.
HARDSCAPE, WATER
FEATURES AND ARTWORKS
• 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.
CORRIDORS WITH CARPET
GYM WITH WOODEN FLOORING.
OBSERVATION AND
EXPERIENCES
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 .
SERVICES
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
HOTEL BLOCKAPARTMENT BLOCK
ENTRY EXIT
PEDESTRIAN ACCESS
4 WHEELER MOVEMENT
FIRE TENDER MOVEMENT
INOUT
NORTH
FIRE PROTECTION SYSTEM
FIRE PROTECTION SYSTEM
TYPICAL FLOOR PLAN
FIRE EXIT
STAIRCASES
FIRE
LIFTS
FIRE PROTECTION SYSTEM
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.
STANDARDS
• 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 .
Analysis
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
SOME ATTRACTIVE ELEMENTS
ADDITIONAL DETAILS
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
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
PUBLIC AREA RENDERINGS
WHISKEY
BARTRATTORI
A
KEY
PLAN
Ballroom Visual - Apartment
Block
Meeting Room Visual-
Apartment Block
PUBLIC AREA RENDERINGS
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
HOTEL BLOCKAPARTMENT BLOCK
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
THANK YOU!!

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HOTEL CASESTUDY - HYATT REGENCY, PUNE

  • 2.
  • 3.
  • 4. 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
  • 5. 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
  • 6. Ground Floor Plan CORE AREA HOTEL BLOCKAPARTMENT BLOCK ENTRY EXIT PEDESTRIAN ACCESS 4 WHEELER MOVEMENT FIRE TENDER MOVEMENT INOUT NORTH
  • 8. 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
  • 9. 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
  • 10. Architectural Study - Stone Cladding Details Details
  • 11. Architectural Study - GFC Drawings along with Details Derived from the view Details
  • 13. Ground Floor Plan CORE AREA HOTEL BLOCKAPARTMENT BLOCK ENTRY EXIT PEDESTRIAN ACCESS 4 WHEELER MOVEMENT FIRE TENDER MOVEMENT INOUT NORTH PUBLIC AREA SEMI PRIVATE PRIVATE FUNCTIONAL ZONING
  • 14. 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
  • 15. NORTH Second Floor Plan Typical Floor Plan HOTEL BLOCKAPARTMENT BLOCK FLOOR PLANS-KEY Distribution 1 BED ROOM APARTMENT 2 BEDROOM APPARTMENT TWIN BED KING SIZE BED DOUBLE BED
  • 16. PUBLIC AREA PARKING AND SERVICE AREA PRIVATE VERTICAL FUNCTIONAL ZONING
  • 17. 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
  • 18. TEMPERATURE OF PUNE IS MAX IN APRIL-MAY AND LOWEST IN DEC-JAN
  • 19.
  • 20. 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.
  • 21. PHYSICAL AND VISUAL CONTEXT. HIGHRISE IT PARKS AROUND THE BUILDING
  • 22. 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
  • 24. 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.
  • 25. FACADE • 5000 SQM OF JAISALMER FLOWER LIMESTONE IN AN ANTIQUE FINISH HAS BEEN DRY CLAD ON THE TWIN TOWERS.
  • 26. FACADE • THE GLASS WAS DOUBLE COATED TO PROVIDE SOUND INSULATION AND PREVENT GLARE.
  • 27. HARDSCAPE, WATER FEATURES AND ARTWORKS • ENTRANCE DRIVEWAY – COBBLED IN BLACK GRANITE AND YELLOW JAISALMER HANDCUT COBBLES IN 200X100X100MM.
  • 28. HARDSCAPE, WATER FEATURES AND ARTWORKS • A RAISED REFLECTIVE WATER BODY CLADED WITH TROPICAL GRANITE WHICH IS GROOVED AND CHIPPED.
  • 29.
  • 30. HARDSCAPE, WATER FEATURES AND ARTWORKS • FLOATING LANTERNS ON REFLECTIVE WATER BODY HAVING SOLID STONE SPHERICAL BASE AND BRASS TOPS.
  • 31. HARDSCAPE, WATER FEATURES AND ARTWORKS • 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.
  • 32. INTERIORS • 1200 PIECES CUT OUT OF GLASS WERE USED AND THE PIECES WERE ANCHORED WITH CABLES.
  • 33. INTERIORS • THE COLUMNS WERE COVERED WITH MIRRORS AND CEILING MADE OF MILD STEEL PROVIDING INDIRECT LIGHTING.
  • 34. INTERIORS • SQUARE WAS USED AS A BASIC MODULE TO CREATE PATTERNS IN THE INTERIORS WITH VARYING LIGHT EFFECTS.
  • 35.
  • 36. 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
  • 37.
  • 38. SPA WITH TEXTURED WALL AND CERAMIC FLOORING.
  • 40. GYM WITH WOODEN FLOORING.
  • 42. 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.
  • 43. • 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 .
  • 45. 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
  • 46. PARKING  GRID FOR CAR PARKING
  • 47. 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.
  • 48. Ground Floor Plan CORE AREA HOTEL BLOCKAPARTMENT BLOCK ENTRY EXIT PEDESTRIAN ACCESS 4 WHEELER MOVEMENT FIRE TENDER MOVEMENT INOUT NORTH FIRE PROTECTION SYSTEM
  • 49. FIRE PROTECTION SYSTEM TYPICAL FLOOR PLAN FIRE EXIT STAIRCASES FIRE LIFTS
  • 50. FIRE PROTECTION SYSTEM 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
  • 51. 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.
  • 52. 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
  • 53. 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)
  • 54. 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.
  • 56. 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
  • 57. PLUMBING SYSTEMS  TYPICAL GRID OF ROOM+TOILET+SERVICE SHAFT
  • 58. 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.
  • 59. 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).
  • 60.  GRID FOR SERVICES ON A GUEST FLOOR.
  • 62. • 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
  • 63. • 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
  • 64. • 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
  • 65. • 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
  • 66. DIFFERENT SIZES OF LIFT CARS LIFT CARS FOR HANDICAPS LIFTS
  • 67. 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 .
  • 69.
  • 70. 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
  • 71. • 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.
  • 72. 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.
  • 73. 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.
  • 74. 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.
  • 75. 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
  • 76. Analysis • Fire detectors, sprinklers, alarm were seen in the passage.
  • 77. INTERVIEW - AR.RAHUL AJIT KADAM -EDIFICE CONSULTANTS PVT.LTD,PUNE
  • 78. -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.
  • 79. -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.
  • 80. 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.
  • 81. 2) WERE THERE ANY COST RESTRICTIONS WHILE DESIGNING HYATT?
  • 82. YES THERE WERE SOME RESTRICTIONS THE WHOLE PROJECT WAS COMPLETED IN GIVEN BUDGET APRROX BUDGET- 1CR PER KEY
  • 83. AND OF COURSE YOU ALWAYS NEED TO GIVE FIRST PRIORITY TO SOME THINGS WHICH SOME TIMES MAY AFFECT YOUR BUDGETS.
  • 84. 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.
  • 85. 4) WHAT IS YOUR THOUGHT ON AN ENERGY EFFICIENT BUILDING?
  • 86. -MOST PROBABLY AN ENERGY EFFICIENT BUILDING IS- MAX PRODUCTIVITY WITH MIN EXPENSE -IS EFFICIENT USE OF ENERGY -EFFICIENT USE OF SPACE .
  • 87. 5) WHAT WAS THE STORY BEHIND SUCH BIG CANOPIES?
  • 88. -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.
  • 89. 6) HOW MANY YEARS IT TOOK FOR YOU TO COMPLETE THIS PROJECT? IT TOOK AROUND 7 YRS TO BUILD THIS COMPLETE THIS PROJECT
  • 90. 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
  • 91. 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.
  • 92. • 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.
  • 93. A VIEW FROM A TERRACE TOWARDS THE MAIN ROAD
  • 95.
  • 97. 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
  • 98. Sketch View sent by Concept Architect Architectural Detailing – The Swimming Pool in the SPA
  • 99. Architectural Detailing – The Swimming Pool – GFC Drawings
  • 100. Architectural Detailing – The Swimming Pool – GFC Drawings
  • 101. Ground Floor Lobby Visual Escalator Visual PUBLIC AREA RENDERINGS HOTEL LOBBY ESCALATOR LOBBY KEY PLAN
  • 102. Whiskey Bar Visual Italian Trattoria Visual PUBLIC AREA RENDERINGS WHISKEY BARTRATTORI A KEY PLAN
  • 103. Ballroom Visual - Apartment Block Meeting Room Visual- Apartment Block PUBLIC AREA RENDERINGS BANQUET 432 persons MEETING ROOMS KEY PLAN
  • 104. Members Bar Visual – Hotel Block Members Restaurant Visual – Hotel Block PUBLIC AREA RENDERINGS MEMBERS BAR MEMBER S CLUB KEY PLAN
  • 105. NORTH Second Floor Plan Typical Floor Plan HOTEL BLOCKAPARTMENT BLOCK FLOOR PLANS-KEY Distribution
  • 106. 1BR-Type B Plan 1BR-Visual 1 Bedroom Apartment Service Apartment Block
  • 107. 2BR-Type A Plan 2BR-Visual 2 Bedroom Apartment Service Apartment Block
  • 108. Typical Guest Room-Hotel Block King Room Plan Twin Room Plan Typical Guest Room Visual
  • 109. Junior Suite Type-A Junior Suite Type-B Executive Suite Type-A Executive Suite Type-B Suites-Hotel Block