Design and Construction
Early planning and design collaboration between the contractor and structural engineer allowed the fabricated I-beams to be procured early during post-Covid supply disruption. While the completed project is impressive (close to 40m tall, 40m wide and more than 85m long), the real challenge was building it. Both the columns and the roof rafters came in three sections, with stock lengths utilised where possible to minimise wastage.
The design team worked collaboratively with the contractor modelling and producing the steel drawings for consent (reviewed and signed off by the engineers) and then was able to immediately use the same model to produce shop drawings. The fire engineer developed a solution, considering the building and in-rack sprinklers, to justify partial-height fire rating to the boundary, provided by precast concrete cladding panels. The design also met FM Global design requirements and the NZ Building Code. A 400mm seismic gap is provided to the adjacent building to prevent impact and pounding damage.