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Setting out and foundation tolerances

Manufacturing tolerances are of the order of millimetres. Site tolerances — setting out, formwork, concreting — are an order of magnitude larger.

That difference is not a problem in itself. The problem arises when nobody measures where the two meet, in time.

Panels go up one after another. If a few millimetres are left at each, by the twentieth member it shows in centimetres — and there is nothing to be done there.

A panel not bearing flat loads the fixings, and screwed connections were not made for that.

Manufacture delivers the openings accurately. If the wall shifts, the window does not fit.

Patching on site is precisely the advantage the technology was chosen for.

A topographic check: corner points, side lengths, diagonals, the flatness of the surface. Half a day’s work that saves days.

Small deviation is manageable: a mortar bed or shims beneath the bottom track. That belongs in the drawings, not invented on site. Fixing the bottom track.

In the construction contract: what deviation the structure will accept. That makes the responsibility clear.

Where cast-in anchors are used, setting them out is critical — they cannot be moved afterwards.

Preferably an independent party, or at least whoever is responsible for erection — not whoever poured the concrete. The aim is not fault-finding but finding out before erection whether levelling is needed.

Accurate manufacture requires an accurate base. Half an afternoon of survey is the cheapest insurance for the whole erection phase.