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The term roof slate
is applied to any product that looks like, or tries to mimic, natural
slate. But unlike natural slate most products called roofing slate are not
laid like natural slate, as they are not double lap products
Single and double lap
Natural slate, being thin, flat rectangles of stone, are only weather
resistant when laid with a double lap giving the traditional half bond
appearance. Fibre cement slates and some resin slates are also laid in the
same way. The remainder of the roofing products called slates are
single-lap tiles, made from either concrete, resin slate, clay or metal.
Single lap slates require far fewer units per square metre of roof than a
double lap product. Between 70 to 50 percent of a roof slope covered with
single lap slates has one layer, with between 50 to 30 percent with two
layers at the head lap and side interlock. Natural slate has between 78
and 34 percent of the roof slope covered with two layers and between 66
and 22 percent with three layers at the head lap. This must not be
confused with the weight which tends to be greater with concrete slates,
due to their greater thickness.
In most instances the minimum rafter pitch
for single lap slates can be as much as 5° lower than for a natural
slate. The resulting reduction in rafter pitch, and material quantity,
added to the cost of the base material, makes single lap slates a very
cost effective roofing product.
On paper single lap slates out perform the
equivalent double lap slate. But single lap slates have some limitations
that should be considered before they are used in place of double lap
Single lap slates do not like going around any form of curve. Some can be
made to do so, but in most instances it will reduce performance to rain
penetration. This may result in a steeper rafter pitch being required. The
ability of double lap slates to be tapered to fit and available in a wide
variety of sizes makes them more ideal for curved roofs.
If the building is curved on plan, the number of slates needed on the
outside of the radius will be more than on the inside of the radius. In between the two
the number of slates per course will reduce. Because single lap slates are
a fixed width and rectangular, the half bond joint will drift until the
interlocks line up. Some designs will not allow any interlock drift at
all. Also on a large radius the shunt in the interlocks may allow a little
tapering, as the radius gets smaller the slates will become impossible to
lay without damaging or compromising the interlocks. Slates, being flat,
will form a tangent to the curve and produce triangular gaps under the
slates that will get bigger with wider slates and on tighter curves. The
upshot of single lap slates being only supported at the interlocks is that
interlock breakage will occur.
With a roof curve from eaves to ridge, single lap slates will either touch
along the leading edge or the top edge of the lower slate. Touching on the
leading edge may prevent some slate clips from fitting, as the hack is
high. Touching on the top edge of the lower slate can create a gap under
the leading edge, allowing wind driven rain to breach the head lap.
all these reasons it is not advisable to use interlocking slates on any
roof with a curve. A curved roof can be accommodated by dividing into a
set of facets, with each facet treated separately, with hip, valleys or
flashing between them.
To make an interlocking slate look like a natural slate, the side
interlock has to be positioned below the surface of the slate.
interlock acts as a small gutter, draining away rainwater. Like all
gutters they have a maximum capacity beyond which they will flood. In the
case of a single-lap slate interlock, it will be onto the underlay and
battens below. At the bottom of the interlock the water drains out onto
the surface of the slate below. With a broken bond the water discharges
into the middle of the slate. If the interlocks are straight bonded the
water will discharge directly into the next interlock. If water drains
down the interlocks in this manner, it will not take many slate courses
before the interlocks will reach maximum capacity during a rainstorm.
Long rafter length
A similar over capacity of the interlocks can occur with long rafter
lengths. The quantity of water washing off the slates at the ridge will be
added to the water falling on the lower slates. This accumulation of water
builds up as it reaches the eaves. The weight of water creates a pressure
that forces water through the interlocks onto the underlay and battens
below. The distance down from the ridge at which this will happen depends
upon the design of the interlock, roof pitch and volume of rainfall. By
increasing the rafter pitch, a longer rafter can be accommodated.
Unfortunately you may find that increasing the pitch will also lengthen
the rafter. The safest answer would be to change to another design of
interlocking slate or reduce the width of the building, which ever is the
easiest/cheaper solution Each design of single lap slate will perform
differently; consequently the manufacturer should be contacted for
recommendations. Major manufacturers include a table or formula in their
literature. Some smaller manufacturers may not be aware of the limitation
on their products as they have never undertaken any long rafter length
deluge testing to replicate a typical 'once in 50 year' UK rainstorm.
Natural slates come in a range of colours from green, through blue to
black. In theory, man-made slates can be made in a much wider range of
colours to allow the creation of patterns on the roof. But if a pattern is
to be formed using ornamental slates, with a shaped leading edge, double
lap slates will need to be used as ornamental single lap slate are not
Compiled by Chris Thomas, The Tiled
Roofing Consultancy, 2 Ridlands Grove, Limpsfield Chart, Oxted, Surrey,
RH8 0ST, tel 01883 724774