Architect and Builder Apr/May 2018 | Page 62

GROUND FLOOR PLAN were stringently controlled by the client and their maintenance team. Many lessons learned in the existing building were applied to the new facility. systems form the main sustainability features. Of course there are many more detailed conside- rations, guided mainly by the green star matrix. Sustainability From inception, ARUP was appointed as the sus- tainability consultant to ensure that the building was designed to achieve a “4 green star” rating. Performance glass with orientation-specific solar control, energy efficient lighting and HVAC ENGINEERING The project presented unique structural, civil and façade challenges for Sutherland, namely: Exhibition Halls Comprising of two 5,000m 2 halls, measuring 100mx50m, stacked one on top of the other. To allow for flexibility only four internal columns were permitted in the lower hall to support the upper hall structure with the upper hall requiring a column free space. The floors had a design imposed load requirement of 3,000kg/m 2 and 750kg/m 2 respectfully. Reviewing various design constraints and the Client brief we came up with a structural steel solution which mitigated the need for any formwork to be built up in the triple volume space, resulting in a substantial saving to the Client in both cost and time. The support system comprises 200mm bondek supported on tertiary I-beams supported on 3,5m deep lattice girders on 3,5m deep box girders. The primary box girders weighed approximately 1,500kg/m. Concourse This space presented a number of structural and façade design challenges, from hanging structural steel balconies to the approximately 20m high façade spanning vertically from ground to roof level to tall columns seemingly dislocated from long spanning beams. The design of this space was successfully managed in close collaboration between the Architects, façade and structural engineers using the BIM process from early design through to shop drawing and 62 CTICC 2