Consent failure is only one trigger for remediation. Another is a design that reads cleanly on paper but describes a construction sequence that cannot happen on an industrial programme. A recent example involved a three-storey science and services building with an Australian-influenced layout: structural steel first, then the external envelope, then services, then internal insulated panel walls and ceilings installed after the services were in place.
On site, that order could not work. The drawings called for hundreds of penetrations through panel walls and ceilings for services routes that were only drawn in principle, not coordinated with the panel layout. Once services went in, there was no practical way to install continuous panel walls and ceilings around them. Panels were also shown without structural fixings to the frame, as if they could be placed after the fact.
In New Zealand, insulated panel performance under lateral earthquake loading is a structural design problem. Panel fixings and hold-downs are calculated and signed off by a CPEng structural engineer through a Producer Statement (PS1), not by the panel installer. The original set had not resolved that coordination at developed design stage. Our remediation rewrote the panel sequencing, coordinated penetrations with services routes, and documented fixings for the engineer's PS1 scope so construction could restart. Where the consent set still lacks construction-level detail after compliance fixes, shop drawings close the gap between what council approved and what the installer needs on the ground.
The underlying issue was systemic: missing developed design, unclear construction sequencing, and NZ seismic fixing requirements not integrated into the panel layout. That is a class of problem we see on complex panel buildings, not a comment on any one designer. Catching it early is what applied buildability is for.