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September 2020

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Perfectly Pitched

CONSULTANT CASE STUDY: A

FOCUS ON THE CLAY PANTILES

In his latest column, pitched roofing consultant John Mercer turns his attention to the

installation of traditional clay pantiles, and references two recent roof inspections he was

called out to where things had gone wrong…

In this, my third article in a series of case

studies of actual site investigations, I turn my

attention to traditional clay pantiles. I am

using examples from two recent roof inspections,

each involving clay pantiles, though from different

manufacturers.

Clay pantiles have been a familiar

sight in the UK roofscape for

hundreds of years, dating back at

least as far as the 16th century,

though pantiles base their

appearance on the ‘over and

under’ tiles introduced by the

Romans.

Traditional pantile design has not

changed much in all that time,

Above: Diagram shows the relationship between linear and

gauge adjustment.

though, of course, manufacturing

techniques have improved

hugely, enabling far greater

precision in the drying and

firing stages, as well as the

dimensional accuracy of the

finished products.

Traditional clay pantiles are

generally considered to be ‘fixed gauge’,

which means the contractor must determine

the most appropriate gauge for the batch of tiles

arriving on site. However, there is a relationship

between gauge and linear coverage such that

adjustment to gauge has an impact on linear

coverage, and vice versa. This means that, in

experienced hands, pantiles can be very versatile

in the way they are installed. But, in

inexperienced hands, that very versatility can

John Mercer, Pitched Roofing Consultant.

lead to all sorts of problems, as

I will demonstrate below.

Setting out

In this photo (below), the tile

gauge and the linear coverage

have been ‘stretched’ leading to large

gaps between the tiles at the mitre corners.

Apart from the untidy appearance of the tiling,

stretching the batten gauge reduces the effective

headlap between tile courses, so the combined

problems of large gaps and reduced headlap

increases the risk of driven rain ingress. To some

extent, the large gaps could be lessened by

decreasing the linear coverage, in other words by

Continued on page 26

Above: the tile gauge and the linear coverage have been ‘stretched’ leading to large gaps between the tiles at the mitre corners.

24 TC SEPTEMBER 2020

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