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STANDARDS AND SPECIFICATIONS OF WORK FOR THE THATCHING OF
BUILDINGS IN EAST ANGLIA
Revised and republished by The Standards Sub-committee of
The East Anglia Master Thatcher’s Association
October 1998, April 2005, June 2009
Quality of the material
The
Association recognises only good quality long straw grown especially for the
purpose of thatching. The
guidelines for assessing quality are as follows:
1 Specification of materials
Long straw should be preferably hollow
stemmed, winter grown wheat, although rye straw and its rye/wheat derivatives,
such as Triticale are recognised. Rye straw should be noted as a less durable
material, to some degree, due to the cell structure of its species.
There is no wheat variety, suitable for thatching, on the current NIAB seed
list. Old seed must be retained and currently the main varieties in use are
Maris Widgeon, Maris Huntsman, Aquilla, Square Heads Master and Masterpiece.
Where artificial fertiliser is employed,
the Nitrogen level should be kept as low as possible, normally in the region of
50 units/acre for the modern approved varieties of wheat. For the older
varieties of wheat that predate artificial fertilisers introduction, it is
strongly advisable to keep the nitrogen levels down to below 30 units/acre, best
applied as a balanced grassland fertiliser of NPK.
Crops are cut, traditionally, with a
binder, when the nodes are still green and the grain is of a cheesy texture,
this ensures that the straw is frozen in its prime, thus preserving it’s
strength. The grain moisture content at this point is about 30%. The sheaves are
then stood up, ‘stooked’, in the field to slowly dry and condition the straw
in it’s prime condition, and to ripen the grain in the heads. This normally takes 2 – 3 weeks.
The straw should have an average cut length of at least 30 inches.
Whichever method of threshing is
employed, it should leave the straw stems only slightly bruised, and not unduly
damaged or crushed, avoiding the breaking of stems,
2 Traditional preparation
Long straw type material is composed
from uncombed material, which is dampened and shaken onto a bed system.
It would be normal for a traditionally
prepared bed to be thoroughly mixed, with no lumps of straw aligned the same
way, in order to ensure that a reasonable mix of heads and butts can be pulled
from the bed, when yealming.
A bed of straw should be of a reasonable
size, or weighted, to help with a clean pull. Good double handfuls are then
pulled out and laid side by side, to form a line of straw. Once a line has been
made, bunches are worked tightly together, cleaned of waste and straightened to
form yealms.
Yealms resemble straw tiles,
approximately 18” to 24” wide and normally 4-5 inches in depth, but can be
increased up to 7-8 inches. Yealms can be made tapered with a pronounced bigger
end, for big end down thatching, or a more parallel yealm, suitable for big end
up thatching.
3 Traditional
application/ thatching to the roof
It would be normal to place the yealms
into position, with a certain amount of sliding before fixing, without dressing
into position. The ‘softened’ nature of this material, due to it’s
preparation process, is important in allowing the material to ‘lie’ on the
roof, without the need for dressing.
The long straw thatch when nearing
completion should be raked through. Clipping should, normally, only be reserved
for the eaves/gable edges and tidying up around the surface liggers. Shaving of
the long straw thatch would be considered un-traditional and unnecessary.
It would be normal to expect to aim for
an even mix of heads and butts showing on the surface of a freshly thatched
roof, with an allowance of 10-15% dominance, of either heads or butts showing,
being accepted as normal.
The three sections above define
traditional Long Straw thatching. Where a different technique/style/method is
employed, such as dressed/butt-ended/shaved straw, this should be made apparent
to the consumer. It would be normal practice that the re-thatching of Listed
Buildings be in the traditional Long Straw thatching craft technique.
Application for membership to the Association shall only be by the traditional
Long Straw thatching technique.
New Work
Preparatory
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All old thatch and wire is to be removed where present.
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The roof frame shall comply with specifications for
thatch.
Fixings
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The normal method of fixing will be by hazel, other wood
sway or mild steel rod, sufficiently strong to avoid bowing between rafters.
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Sways will be either tied to the roof frame or secured
using conventional thatching hooks of appropriate length.
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Every double course will be secured to every rafter.
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Sewing is recognised as a traditional method to be
employed where circumstances demand it.
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Hazelwood brotches are recognised as appropriate to brow
and half courses
The criteria to be employed at all times are that the
material is to be fixed under tension and that it shall not slip.
Casework
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The material shall be tightly thatched and of an even
density.
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The surface shall conform to the pitch of the roof and
will not normally be less than 45 degrees.
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Eyebrow windows may exceptionally be reduced to a pitch
of 40 degrees.
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The minimum thickness of the face work, measured above
the face of the batten, at right angles to the rafter, shall not be less
than 16 inches.
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Lining or backfill courses shall be employed as necessary
to avoid the courses lying too flat.
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Face work thickness will be maintained through all
features. Valleys will be rounded out to give a minimum depth of 20
inches over the valley centre.
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The minimum depth of material over the fixings will be 6
inches but 6-8 inches will be normal.
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Flues may be cut, banded or rolled according to local
style and custom. The criteria shall be that there is an adequate
overhang to protect the gable end, minimum 3 inches overhang at the board
and 7 inches overall.
Recoating work
Preparatory
The removal of old thatch will vary according to region, for
example the cut flue and the banded flue require different treatment. The
criteria is that surplus material will be removed down to a sound base coat of
about 12 inches and that the basecoat be additionally secured e.g. by hooks and
sways if necessary. It will also be normal but not invariable to strip out
old eaves and flues.
Renewal of Casework
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The material shall be tightly thatched and of an even
density.
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The surface shall conform to the pitch of the roof and
hollow areas thatched out.
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The minimum thickness of the new coating shall be 10
inches and this shall be regarded as the standard specification for
recoating work.
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Face work thickness will be maintained through all
features. Valleys will be rounded out to give a minimum depth of 13
inches over the valley centre.
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Where for economic, technical or vernacular reasons the
standard specification is reduced to 8 inches this should be made clear to
the consumer.
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The minimum depth of material over the fixings for a
standard coat will be 6 inches but 6-8 inches will be normal.
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The treatment of flues shall be in accordance with
paragraph 8 above.
Fixings
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Where eaves and flues are renewed, the new bottles will
normally be secured using hooks and sways.
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Elsewhere it will be normal to use hazelwood brotches of
adequate length to secure the new coat to the old, with or without the use
of straw scuds.
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Every course and half course shall be adequately secured.
The criteria to be employed at all times are that the
material is to be fixed under tension and that it shall not slip.
Ridgework
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Ridges may be block or flush pattern, according to the
local requirement. All block ridges will be laid additional to the
casework.
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Both types will be in pitch with the casework and
adequately secured with long-rods, cross-rods and brotches.
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The final substrate, be it roll or twisted tops, shall be
covered with a tightly packed turnover not less than 4 inches thick at the
apex.
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Where a block pattern ridge is employed, the depth of
cut, including ornamental pattern-work, shall be a minimum of 3 inches
thick.
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Joints at chimneys etc, projecting from the ridge shall
be weathered by adequate flashings.
The Association does not recognise the practice of cutting a
block pattern out of casework thickness.
Netting
All areas of the roof will be securely protected by 20 gauge
19mm (maximum) mesh galvanised wire netting or polythene equivalent.
Netting shall conform closely to the roof shape and be fixed
in such a way that it can be easily removed in the event of fire.
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Part 1 - Long Straw
Part 2 - Water Reed
Quality of the material
The Reed used shall be suitable
for the task, mature and dense.
New Work
The Association does not recognise the practice of ‘coating
over’ with Water Reed.
Preparatory work
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All old wire and thatch to be removed.
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The roof frame shall comply with the specification for
thatch.
Fixings
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The reed is to be secured by adequate fixings to ensure
that there is no slippage.
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Every course of reed should be fixed to every rafter.
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The dimensions of the sway should be sufficient to ensure
that there is no ‘bowing’ between rafters.
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The depth of material over the fixings will be a minimum
of 5 inches.
Casework
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The Water Reed shall have a compact finish and even
density.
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The surface of the reed will conform to the pitch of the
rafter that will not normally be less than 45 degrees.
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The minimum depth over batten or substrate from the
surface of the thatch will not be less than 12 inches.
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Face work thickness will be maintained through all
features. Valleys will be rounded out to ensure a minimum depth of
reed over the valley rafter of 16 inches.
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Eaves and flues will be applied in the angular East
Anglian style and not ‘rounded off’.
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All junctions of ridges with reed casework e.g. gable
windows, shall be adequately weathered by the use of a reed saddle piece.
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Soil pipes etc, piercing the casework shall be weathered
by adequate flashings, sufficiently long to reach the sway.
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Box gutters to chimneys will be sufficiently large to
prevent the accumulation of debris.
Ridgework
Material- good quality Long Straw or Marsh Sedge.
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All ridges will be of the block pattern, minimum
thickness 3 inches, cut to shape if required and secured by liggers and
cross-spars.
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A reed roll should be fixed to the apex and covered with
a dense turnover of 4 inches minimum thickness.
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The ridge shall be in pitch with the rafters.
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Joints at chimneys etc, projecting from the ridge shall
be weathered by adequate flashings.
Netting
The ridge will be protected by 20 gauge 19mm (maximum)
galvanised wire netting or polythene equivalent.
If wire netting is fixed to reed casework, it should conform
closely to roof shape and be fixed in order to ensure its easy removal in the
event of fire.
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