2. 39 conduit road 1
IFC
1. Henderson Land – dedicated to excellence
Four Seasons Hotel and apartment
A Symbol of Modern Hong Kong
3. 39 conduit road 2
Shanghai 688
1. Henderson Land – dedicated to excellence
Hill Paramount West Kowloon Cultural District
Shanghai 155 WFC Beijing
Crystal Wall at WFC, Beijing
Landmark Design
Hong Kong
4. 39 conduit road 3
2. world class design and construction team
5. 39 conduit road 4
architect
Mr. Dennis Lau of dennis lau & ng chun man architects &
engineers (h.k.) ltd
The Center, Hong Kong
6. 39 conduit road 5
geotechnical engineer
Mr. C.M. Wong of c. m. wong & associates ltd.
CentreStage, Hong Kong
7. 39 conduit road 6
façade engineer
Mr. Andreas Hiersemenzel of hiersemenzel & associates
Bank of China Tower, Hong Kong
8. 39 conduit road 7
building services engineer
Dr. Raymond Yau of ove arup and partners hong kong ltd.
Beijing 2008 Olympic Games National Stadium (Bird’s Nest)
9. 39 conduit road 8
structure design advisor
Mr. Leslie E. Robertson of leslie e. robertson associates
Shanghai World Financial Centre
10. 39 conduit road 9
landscape designer
Mr. Phil Jaffa of scape design associates
Amirandes Resort, Crete, Greece
11. 39 conduit road 10
landscape architect
Mr. Stanley Ing of axxa group limited
Hong Kong Science & Technology Parks
12. 39 conduit road 11
interior designer
Ms. Khuan Chew of kca international
Burji Al Arab, Dubai
13. 39 conduit road 12
spa designer
Ms. Katharina Braun of deckelmann wellness hong kong ltd.
Four Seasons Hotel Spa
21. 39 conduit road 20
construction history of 39 conduit road
2003-6 project commenced
2003-12 demolition completed
2004-5 foundation commenced
2006-5 superstructure commenced
2009-8 occupation permit obtained
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section and plan of typical flat units
23/F – 39/F flat layout
• rectilinear rooms
• minimal structure at the periphery of tower – maximize
aviews and natural lighting
23. 39 conduit road 22
section and plan of spilt-level flat units
61/F flat layout
24. 39 conduit road 23
section and plan of duplex flat units
88/F flat layout
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steep slope on the side of the Peak
slope enhancement and backfill works
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foundations
2.5m diameter bored piles to solid rock
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wind engineering
wind tunnel test carried out by the Alan G. Davenport Wind Eng. Gp. and the
Hong Kong University of Science and Technology
• designed for mega typhoon
33. 39 conduit road 32
tuned liquid dampers
8,400mm
section of damper
maximize comfort during high winds