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Internal masonry head clearance3 min read

How much head clearance does an internal masonry wall need?

Homeowners, builders and building professionals

There is no universal head clearance for every internal masonry wall. In a particular roof and ceiling support detail, both the ceiling-batten depth and the clearance once roof precamber has straightened under load affect how the gap is read. A gap measured at one point in time does not establish that the detail is suitable.

For a building project requiring structural design, explore our structural and foundation design. An article cannot determine the cause or appropriate solution for an individual property.

Diagrams explaining wall-head clearance, batten depth and roof movement under load.
Diagrams explaining wall-head clearance, batten depth and roof movement under load.
Diagrams explaining wall-head clearance, batten depth and roof movement under load.

Check both conditions in the detail

In the specific example discussed here, one dimension allows for ceiling batten depth, if any, plus at least 10 mm. The junction also calls for at least 10 mm clearance after any precamber has straightened under load. These are conditions of that particular arrangement, not general acceptance values. Ask an engineer which detail and requirements apply to your building.

In this framed roof detail, the wallplate connects the ceiling joist to the wall.
In this trussed roof detail, the gap lets the ceiling move without loading the wall.

The relevant condition in that example is after any precamber has straightened under load. An initial set-out measurement alone does not establish the later gap or predict how much a particular roof will move.

Identify the actual wall, roof framing, ceiling and battens before assuming this detail applies. It does not automatically apply to every wall described as non-loadbearing, to internal timber-stud partitions or to every type of roof framing.

Related: What keeps an internal masonry wall supported?

Contact is a question for assessment

Rigidly filling a gap intended to allow movement, or allowing it to close against the framing, could restrict that movement. Contact or unintended load transfer is for the engineer to investigate; a photo of a tight junction or cracked cornice does not establish it.

A visible gap does not prove the wall has adequate lateral restraint. The actual arrangement must accommodate movement and provide sideways support. The example does not establish how to fix or detach a cornice.

A useful clearance record

Photograph and measure only where the junction is already exposed and safely accessible. Record the location, date, surfaces measured and whether the roof or ceiling was under construction, recently altered or in normal use. Take a wide shot for context and an undistorted close-up with a scale. Do not state an unknown load condition as fact.

Retain drawings and earlier photos that may show the intended arrangement. Do not remove ceiling linings, cut back wall tops, detach cornices or climb into the roof void to recreate the detail. Ask the engineer which detail and measurement condition apply and whether further controlled investigation is needed before work proceeds.