ComFlor® simplifies construction at Wellington’s ‘Chews Lane’ One of Wellington’s original entrepreneurs, John Chew, established a successful timber yard in Chews Lane in the 1880’s. By the turn of this century the lane, which runs between Willis Street and Victoria Street, had become neglected. A development team, consisting of Willis Bond & Co. Ltd, a Wellington-based investment bank, L.T. McGuinness Ltd, a third generation family firm of building contractors, and Athfield Architects Ltd, saw an opportunity for the regeneration of this historical part of the capital and embarked on a project to rejuvenate what they now call Chews Lane Precinct. It will contain 90 apartments, a 200-bay car park for the residents, offices for 600 employees, food and beverage outlets and, on its adjacent streets, numerous leading retailers.
As Katherine Dean of Athfield Architects says: “To liven up Chews Lane Precinct at street level, we’re deliberately introducing mixed use to create a new urban hub.”With an overall site footprint of almost 4500m², the development includes four strengthened/refurbished buildings and a large new “building” consisting of three separate structures. The main new development was begun with the construction of two, eight storey concrete podia on opposite sides of Chews Lane. The north podium houses Land Transport New Zealand in premium office space with ground level retail. The south podium predominantly houses car parking with office ‘pods’ utilising the premium street front spaces. On top of the two podia and spanning across Chews Lane is a 12 storey steel framed tower.
The result is a happy amalgam of structural materials and framing systems that utilises long span concrete for the podia and lighter, steel structure for the tower apartments. Within the tower, longitudinal, moment resisting ductile structural steel frames provide resistance to wind and seismic loads while maintaining maximum openings for the spectacular views. In the transverse direction, inter-tenancy, eccentrically braced K-frames provide the strength and stiffness required. There is a novel load transfer system that provides for shorter floor spans in the tower and regular bay widths for the steel moment resisting frames while still providing larger open spans necessary for car parking and offices in the podia below. ComFlor 80 was specified for the composite steel/concrete tower floor decking. All the tower framing and floors were designed to be constructed un-propped and, apart from the column base connections, all joints are bolted. There is a progressive lightening of the steel frame in the upper levels.”
L.T. McGuinness took advantage of the speed with which Composite Floor Decks Ltd was able to install the ComFlor 80 system. Loads are slung directly from the delivery truck and craned to level eight for allocation to the floor under construction. “Not only is this a rapid process,” says the L.T. McGuinness’s Health & Safety Officer, Leo Comesky, “but it also makes for a very safe method of construction. Because of the Wellington wind, we fence the perimeter of each new level on our way up to the top floor. ” For the steel tower, cranage is the critical programme activity, with very restricted site access and no ground level site storage. The tower crane is supported within the car park structure and is tied into the apartment tower structure at Level 14. The podia are now complete and occupied and Chews Lane has been reopened while construction continues aloft. The tower structure is scheduled to be finished by August 2008; fitout of the apartments will take a further 12 months. Brian McGuinness, director of L.T. McGuinness, says the steel structure was started just before Christmas in 2007. “Using steel makes for a faster construction programme and it’s nice to be finishing with a spring in our step. The entire project involved two thirds of a city block, starting with the demolition of some buildings, the strengthening and refurbishing of others, and the construction of the concrete office buildings and steel structured apartments, together with their car parks, in all about 100-million dollars’ worth of construction work.“Access was extremely tight, and we had to contend with noise and dust issues while protecting the health and safety of the public as well as our workforce.
Then there was the Wellington traffic…Working in structural steel has been the best in terms of progress on our time-table – only seven months for the steel programme. And even though each floor of the apartments building has a large 1,000m² floor plate, the ComFlor 80 steel decking was up to it and we are reaching our targets.” (Main article text sourced from SCNZ magazine, July 2008).
To learn more about how your project could take advantage of the many benefits provided by using ComFlor, or to arrange an in-practice presentation from one of our representatives, please call us on +64 9 271 1780, or email comﬂ[email protected]ﬂor.co.nz
- Date July 29, 2008
- Tags ComFlor® Projects - Apartments