
If you do have a written report, this is one done recently, here as an example
of what you could expect

Roof
Report
The condition of the internal woodwork of the roof both structural and
minor where it can be seen is in good sound condition and adequate for a
thatched roof. Access was only possible to the two end bays. A new softwood
structure has been cast over the existing timbers when it was thatched
approximately 13 years ago. Evidence of past woodworm attack on the
old timbers is minimal and does not appear to be active.
The main roof elevations are of water reed up to barge boards and generally
of good quality and condition apart from the garden side under the chimneys
which are starting to deteriorate. The capping strips to the barge boards
are in places rotting.
The ridge is a cut block pattern wrap over held by Hazel spars and liggers.
This is showing signs of wear within tolerable levels. The ridge
of a thatch roof of this type and position would normally be expected
to last for 15 - 20 years although some signs of wear may be apparent
after 10 years. This does not affect the water proofing, just the aesthetic
appearance.
Flashings to chimneys are of lead apart from the strip on the church side
mid chimney, this is galvanised steel sheet and showing rust stains.
Recommendations
The ridge should be anticipated as due for renewal within five years, this would
include new netting and flashing replacement as needed, and normally
repairs to any small faults found on the main roof. However the wear under the chimneys
is in my opinion excessive on a roof of this age, and although it is
normal for the area under chimneys to deteriorate first it may be necessary
to re thatch these areas at the same time as the ridge is replaced.
The cause is the relatively fine texture of the reed used and
the sheltered location of the cottage.
While not unusual a slime mould has covered the church side elevation, I suggest
keeping this in check by spraying with a proprietary path moss cleaning agent.
While the chimney stacks are relatively sound for
their age I would strongly suggest linings be inserted in particular
if solid fuel is used.*
The existing roof void access is very small, and in the mid section sealed.
600mm x 900mm is advised by fire brigades ensuring that access can be
gained to all roof void areas.*
* See chimney fire on the web site ( Chimney Fire
)
Requiring immediate attention
Removal of the Ivy from the roof and preferably kept
cut back 1 metre from the thatch.
Replacement of the barge board capping strips before water damage occurs to
the boards, preservative treatment should be applied to external surfaces
of the boards themselves.
Comments
Although the ridge would be expected to remain watertight
for longer than 5 years it will quite rapidly begin to look increasingly
untidy. The thatch has been applied over a polythene sheet, this can
cause internal condensation but the air flow through this area where
checked is more than adequate. Normally I would suggest the cutting
of each panel to allow air flow, in this case it is not needed.
The air movement within the roof void however will cool the ceiling surfaces
and I would suggest that adequate insulating material be installed to
this area.
Anticipated Costs