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Whether you were born and
bred in Cornwall, or like me are an
'Emmet'
(Cornish name
for all things imported! Literal meaning - 'Ant') You
will at some stage come across the term 'Wet lay' or if
reading a surveyors report - 'Wet Laid Delabole Scantle
slate laid to diminishing courses on a lime based mortar bed
and hung with an Oak peg' usually followed by 'coming
to the end of its useful life!'. That last bit I sometimes take issue with, as I have seen
some roofs written off by a surveyor that I would consider
to have 20 years or more left in them.
In my opinion a wet lay roof is easily the best roof to
have - it lasts a long time, you can walk on it for
maintenance to other parts of a building (not on a regular
basis though!), it
will withstand extremes of weather, and it looks great.
Unfortunately it is also the most expensive roof you could
possibly choose.
As a general
rule we are usually replacing wet laid roofs on turn of the
century properties, which puts the useful lifespan at around
100 years. There are reports that the slate will last 300
years. Yes they possibly will, but a roof will only last as
long as its weakest component. Other people have said
that a wet lay roof has a life of 150 years. I can
only go by my own experience and any that I have seen that
are 150 years old have been in an awful condition.
Wet lay roofs usually fail because: -
- The laths that the slates are
hung on deteriorate and rot away, causing sections of slate
to slip, locally known as a
'riffle'
- The iron nails used to fix the laths corrode
through (known as 'nail fatigue'), causing sections of
slates to slip.
- The area of the slate between the nail hole and
the top of the slate has eroded, causing individual slates
to slip.
- The mortar mix is wrong. Too much cement in the mix would
make the mortar bed too hard and prone to crack and fall
away, too little cement in the mix would make the mortar bed
to soft and could be weather beaten out. Wet laid
roofs that start to fail well before their expected 100
years is usually due to the latter - wrong mix.
This roof had hardly any visible mortar to the slates.
The mix was far too weak and the mortar was almost
completely weather beaten away. It was just 40 years
old! Only possible remedy - new roof.
Another reason that wet lay roofs
will fail long before their expected 100 years is because
the pitch they they are laid on is too low. The minimum
recognised pitch for wet lay in coastal areas is 25 degrees.
I have seen many roofs laid to a pitch below this and
they will leak. If it is a modern roof the under felt
will take the water away to the gutter, which means you will
not know of any problems until the felt corrodes, but as
felt is not designed to cope with getting wet and drying out
on a continuous basis it will start to corrode, and when it
does you will see the signs of the leak on your ceilings.
This picture shows a roof pitch of around 5 degrees!
The under-felt seems to last anything from around 10 - 20 years
before it corrodes from the continual dampness.
Sometimes when wet lay roofs start to fail, owners will
have the roof 'cement washed', which is basically brushing a
very wet cement/lime mix all over the roof which is designed
to keep all the slates in place. It does do this but
as it deteriorates it will hold dampness within the cement
wash and hasten corrosion of the slate laths and other
timbers. As soon as a surveyor see a cement wash on a
roof he will write it off and insist on a new roof as a
condition of sale.
This
picture shows a cement washed roof that actually looks quite
reasonable. It is sometimes only upon close
examination that you can see the cracks and fissures that
will hold dampness within it.
This shows the new roof - good for another 100 years.
Worse than a cement wash is a bitumen coat, where the
whole roof will be coated with layers of bitumen and a
reinforcing sheet. Again this will prevent slipping
slates but within a very short period of time the bitumen
will start blistering and cracking and hold a lot of
dampness within it, again resulting in hastened corrosion of
the roof timbers. Any non-breathable covering will
also not allow for the escape of enough condensation created
by everyday living - cooking, bathing, washing etc, resulting
in condensation rising through the house and evaporating
on the underside of the sealed roof surface causing more
extensive corrosion.
This is an extreme case of a bitumen coating that has
obviously deteriorated. The only options here are to
trim back the loose coating, clean and re-coat or have a new
roof. It is really not worth re-coating unless you
absolutely cannot afford a new roof.
Once the roof has been either cement washed or coated in
bitumen the choices are to either have a complete new roof
or keep over coating until you can afford a new roof.
Either way a new lid is the only long term solution, and any
surveyor looking at a house for mortgage purposes will
insist on it.
Another potential problem (this list is getting quite
exhaustive, sorry!) with a wet lay is if too much mortar was
used to bed the slates.
The original purpose of the mortar bed was as a good
anchor for the tail of the slate in exposed conditions and
to keep wind driven rain from entering the loft space
(before the days of roofing felt), it is supposed to get wet
and dry out quickly due to the lime content. In other
words the mortar is very porous. If the mortar bed
extends to the top of the slate below the bed, the
mortar will act as a sponge and drip into the loft space (
if you imagine holding a sponge under a slow running tap it
will absorb water until it gets so saturated it will start
to drip). We have stripped a fine looking roof that
was suffering from this problem, it was installed
around 20 years ago but apparently has had increasing
problems with leaks over the last few years. On
inspection of the loft you can clearly see where the felt
has rotted through and see mortar hanging over the back of
the slates.
A 20 year old roof that looks absolutely fine but leaks
badly.
Every course was like this - the mortar bed is far too
excessive resulting in a path for water to get in.
Note the poor condition of the timber laths also.
The owners wanted to keep the original look as much as
possible without laying out a lot of money on a full wet
lay. They were given samples of Brazilian, Chinese & 2
Spanish slates and decided on Chinese 12 x 8 slates nailed.
These slates are not as uniform as some of the others and I
must say that although it could not be mistaken for a wet
lay, the colour and size of the slates are quite similar and
I think that at a glance it does not look at all out of
place with the rest of the buildings on the surrounding
properties, all of which are wet laid roofs.
Another problem these days is efflorescence from the
mortar staining the slates. A better option - in fact
the National Trust insist on it - is to use Natural
Hydraulic Lime with a high silica sand and not use cement at
all, as this form of lime has its own catalyst. Its a
standard 5:2 sand/lime mix, so there is no room for
variation of the mix, and there is no efflorescence or
staining.. Natural Hydraulic Lime comes in different
grades which are suitable for many applications. For
roofing we use 3.5 NHL for laying the slates and the
stronger 5 NHL for ridging and flaunching chimneys etc.
Pictures below show Biggleston's roof in Hayle, which we
recently completed by stripping the slates, saving as many
of the good ones as possible, dressing the slate (cutting
the top of the slate back to a solid state) and re-holing.
We then laid to diminishing courses, maintaining a minimum
100mm head lap.
This picture shows part of the original roof - scantle
slate cement washed in places & cement fibre slates laid to
too low a pitch.

We replaced the felt flat roof dividing the pitched
elevations with code 7 lead
dressed over mop stick.

Re-use of the old ridge tiles finishes the original look.

Courses are from 12" slate to 8" slate.

One more word of caution. If you are trying to decide whether
to go for a wet lay with new slate or pre-used slate.
While I am all for using new slate as it supports the quarry
and the employment etc therein - make sure you know the
head-laps and gauge of the slate for your particular job
before you obtain a quote from the quarry. In order to be
competitive they will quote you for the minimum possible
head-lap of 75mm, which means that the courses of slate will
be much wider apart than shown in the picture above
(assuming you started with 12" slates) which would defeat
the object of trying to replicate a traditional looking
roof. The technical department of
Delabole Slate
are very good for information though, and as long as you
know what you want they will be very helpful.
The work on Biggleston's was funded partly by the owners of Biggleston's
shop and by the
Hayle Townscape Heritage Initiative
WHAT IS
A 'RIFFLE'?
This is a local term to describe
what has happened when a large section of slates parts
company from the rest of the roof. By the very nature
of the system of wet laying - the slates are simply hung on
a peg, not nailed down - they are at the mercy of strong
winds as they get older. Sometimes you can tell a
riffle has happened because of a large number of slates on
the floor, but sometimes it may only be a jagged crack in
the roof which can be quite hard to spot. A riffle
usually happens on older roofs, sometimes the roof is so old
that it is inevitable, and sometimes an
otherwise good roof can be hit by a strong gust of wind in
the right (or wrong!) direction and be a casualty.
When insurance companies have to deal with this they have to
decide if the roof was past its sell by date anyway and
could not defend itself against strong winds, or if the
other elevations are in good condition and have been well
maintained, i.e. not covered in weeds or cement wash
or bitumen etc. If the other elevations appear to be
reasonable an insurance company should and will often pay to
have the affected elevation replaced. This can be a
grey area though and very often is, resulting in disputes
between policy holders and insurance companies.
Doesn't look much does it? Your typical
insurance company would look at this and allow a couple of
hundred pounds for a bit of pointing.
Luckily I know its a good idea to get a closer look at
these things...
...and It looked like this 2 days later. On
closer examination of this elevation it was decided it was
not cost effective to repair it so it was replaced 'like for
like'. The insurance company paid for all costs.
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