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3-STAR HOTEL DESIGN INCORPORATING
EARTHQUAKE RESISTANT FEATURES
PRESENTED BY: GROUP EAGLES
PARINAY SINGHAL AVISHA VERMA
DEVENDRA SAHU VAISHALI SALVE
VASKAR PYNE YASHITA SINGH JADHON
JALAJ JAIN SWARNABHA MANDAL
ADITYA SINGH
RISHI GARHWAL
DERIVATION OF FORM
AND CONCEPT
Key features Form is stable at the centre
Void is provided at the centre act as a connectivity space in the building
Central lobby with porch (double height)
The built up area combines of four built masses (legs) in different directions
The floors above the 3rd storey form separate units creating two major open spaces in between the form.
CONCEPTUAL FORM
MODIFICATION
FINAL BUILT-UP FORM
JUSTIFICATION OF FORM & STABILITY
Volume- void ratio is negligible
Architecturally, the form remains as one single unit but structurally it is divided into two parts so that at the time of earthquake shaking of the building occurs uniformly at all parts
The floors at the bottom acts as solid base for the stability of the building.
SITE PLAN Total site area : 6000 SqM
Built-up area : 19800 SQM
Ground coverage : 50%
Achieved FAR : 3.25
Total no. Of floors : 9
Total height
BUILT-UP AREA
MAIN ENTRANCE
TO THE SITE
SERVICE ENTRANCE
Area of 1-3 floors : 2360 X 3 = 7080
Area of 4-9 floors : 2120 X 6 = 12720
Total area : 19800 SQM
Total number of rooms : 280
Floor to floor height : 3.25 m
AREA CALCULATION
GROUND FLOOR PLAN
SERVICE ROOMS
KITCHEN
BANQUET HALL
ENTRANCE
RESTAURANT
ENTRANCE
ENTRANCE LOBBY
(DOUBLE HEIGHT)
FIRST FLOOR PLAN
BANQUET HALL
CONFERENCE HALLS
KITCHEN
SERVICE AREA
LOBBYRESTAURANT
FLOOR PLANS
8TH FLOOR
4TH AND 5TH FLOOR3TH FLOOR
5th AND 6TH FLOOR
9TH FLOOR PLAN
GYM
SWIMMING POOL
RESTAURANT
SPA
STRUCTURAL ANALYSIS
STUCTURAL PLAN
STUCTURAL PLAN ( 1ST TO 3RD FLOOR)
STUCTURAL PLAN (4TH TO 9TH FLOOR)
STUCTURAL PLAN
EARTHQUAKE RESISTANT DESIGN
(STRUCTURAL DETAILS)
EARTHQUAKE RESISTANT DESIGN
(STRUCTURAL DETAILS)
STRUCTURAL
DETAILSSEISMIC BANDS
RELATED
VIEWS
VIEW AS SEEN FROM BACK
SIDE (POOL SIDE)
RELATED VIEWS
THANK YOU