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Common site errors

They are not spectacular, they cause no immediate problem, and they disappear behind the lining. That is what makes them dangerous: the consequence emerges years later or under an extreme load.

The screw pattern is a designed value. Opened up on a “that will do” basis, the capacity of the connection falls proportionally. Self-drilling screw connections.

An omitted strap or a diagonal not pulled taut weakens the bracing system. Bracing with steel straps.

The uplift component at the end of a shear wall is small and cheap — which is why it is often left out. Hold-down anchorage.

With mixed material thicknesses the marking is structural information. A swapped member looks no different. Marking and assembly logic.

A cable, a socket box, a fixing — every puncture is a point where moisture collects. The principle of vapour control.

A cheap, small component that cannot be added afterwards. Cavity barriers.

If the lining has a bracing role, substituting it changes the structure. Sheathing diaphragm.

A panel forced onto an inaccurate base loads the connections.

Rarely out of ill will. Typically because:

  • the contractor does not know that a given member has a structural role,
  • the drawings do not say so unambiguously,
  • or the situation on site forces improvisation with nobody to ask.
  1. Unambiguous drawings: mark the screw pattern, the bracing and the anchorage.
  2. A short, practical briefing for the erectors on day one.
  3. Inspection before covering, with a record.
  4. An available designer: if there is a question, somebody to ask.

Concealed faults are the most dangerous, because there is no feedback. Prevention is cheap: unambiguous drawings and one inspection before the lining goes on.