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LITERATURE REVIEW
This is however fairly out of date, the DoE is now the DETR and CGA Select
ceased trading about 10 years ago! The number of publications has risen markedly
since.
Please remember that the term Master Thatcher does not imply any any
training has been undertaken, anyone can call themselves one. The only
recognised formal qualification is a NVQ these will however take several
years to be fully implemented. It is now operating at level 2 but most
well established thatchers have not; and probably will never seek
qualification.
I have written a booklet in 2003 to enable DIY thatching a small roof -
Talks can also be given,
see Trouble Shooting Talks
Surveys
COSIRA. (1960 revised 1977) The Thatchers Craft. Rural Development
Commission. Salisbury, Wilts (ed note Jan 2002: out of print - the one
to get if you can find it)
Now in PDF format
- free download at
http://www.countryside.gov.uk/LAR/archive/publications/thatchers_craft.asp
Do not pay £.6.50 as advertised
on ebay.com this is the same e book
Countryside Agency Head
Office, John Dower House, Crescent Place, Cheltenham, GL50 3RA
Phone number: 01242
521381 Email address:
info@countryside.gov.uk
Specific to
Devon & Cornwall - good detail and local information
http://www.devon.gov.uk/historicenvironment/thatching.pdf
http://www.kennet.gov.uk/planservices/website3.nsf/0/986F59E8174303D980256BBF002D55DC/$file/Thatch.pdf?openelement
from Kennet District Council
Recent articles submitted by Josephine Dunn to
this site THATCHING A RURAL
ART DIY
THE IRON AGE WAY

Extracts From Building Regs 2005 referencing 'thatch'
these folk live on a different planet to me, but it is here if you want a
headache
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Thatching a roof - change of materials from any other
type of roof to thatch permission must be sought
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Building Regulations
may apply ;
but (ii) if the roof is thatched, or is to be thatched where
previously it was not – then the Building Regulations
will apply.
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The Building Regulations 2000
Materials and workmanship
APPROVED DOCUMENT
to support regulation 7
The Stationery Office
1999 EDITION
amended 2000
Performance
0.1 In the
Secretary of State’s view the requirements of regulation 7 will be met where
materials
are:
a. of a suitable nature and quality in relation to the purposes and conditions of their use, and the
workmanship is such that
b. where relevant, materials are adequately mixed or prepared, and
c. applied, used or fixed so as to perform adequately the functions for which they are intended.
Materials
include products, components, fittings, naturally occurring materials e.g. stone, timber and thatch, items of equipment, and backfilling for excavations in connection with building work.
0.2 Environmental impact of building work
The environmental impact of building work can be minimised by careful choice of materials, and where appropriate the use of recycled and recyclable materials should be considered. The use of such materials must not have any adverse implications for the health and safety standards of the building work.
0.3 Limitations
For parts A to K and N of Schedule 1, the standards of materials and workmanship need be no more than are necessary to secure reasonable standards of health or safety for persons in or about the building. For parts L and M of Schedule 1, the standards of materials and workmanship need be no more than are necessary to conserve fuel and power and to provide access and facilities for disabled people respectively.
0.4 Continuing control
There are no provisions under the Building Regulations for continuing control over the use of materials following the completion of building work. It should be noted that Section 19 of the Building Act 1984 enables local authorities to impose conditions with regard to prescribed materials where it is proposed to construct a building of short-lived materials, notwithstanding that the plans conform with the Regulations. However, this Section has no effect at present, as no materials are currently prescribed for its purpose.
MATERIALS
1.1
Approved Documents contain references to materials or products covered by British Standards, by certificates issued by European Technical Approvals issuing bodies, or by other technical specifications but the references are not exclusive and other materials or products may be suitable in the particular circumstances.
Ways of establishing the fitness of materials
1.2 There
are a number of ways in which the suitability of a material for use for a specific purpose may be assessed. The following are aids which may be used for establishing this:
a. British Standards
The material conforms to the relevant provisions of an appropriate British Standard.
Note:
Nearly all construction product British Standards will be revised to become the British “transposition” of the new European Standards (ENs) presently being drafted. Traditionally, where an EN has been transposed and has replaced a British Standard on more-or-less the same material (but possibly a radically changed technical content), it has taken the previous number. The BSI numbering policy now is to adopt the CEN numbering, prefaced with BS. Again, each title may contain different characteristics and requirements from the superseded British Standard. British Standards are normally withdrawn when their equivalent European Standards are published but, under certain circumstances, arrangements may be made for a deferred withdrawal of the British Standard.
Because it is impossible to change everything simultaneously, there will be a period during which the old British Standards will have to co-exist with the new. Some will be “withdrawn” but remain available for work which has already commenced; some will be retained as “obsolescent” where, for example, they are called up in Approved Documents not yet revised; some will co-exist for some years, fully maintained alongside the new transposed European originated standards (as with some of the structural codes). Detailed enquiry will have to be made as to applicability in each context. Where the old standard retains applicability, it may reasonably be presumed that relevant products comply with regulation 7. Where there is a new standard, it may again be necessary to check applicability during the transitional period, following which compliance may reasonably also be presumed.
The European originated standards will have specifically identified clauses, those which relate to the “harmonised” requirements containing the (largely health and safety) requirements relevant to the Building Regulations, and “nonharmonised” requirements containing additional matters relating to trading requirements of concern to the
construction industry, but not to regulation
7. The reference in this Approved Document only applies to the “harmonised” requirements.
b. Other national and international technical specifications
The material conforms to the national technical specifications of other Member States which are contracting parties to the European Economic Area, as long as such specifications provide in use at least an equivalent level of performance to the relevant British Standard. Where necessary, it is up to the person intending to carry out the work to provide translations and to demonstrate equivalence. It should be noted that the technical specifications of other member states will, for the same reason, be in a process of change parallelling that of British Standards.
c. Technical approvals
The material is covered by a national or European certificate issued by a European Technical Approvals issuing body, and the conditions of use are in accordance with the terms of the certificate. Where necessary it is up to the person intending to carry out the work to provide translations and to demonstrate equivalence.
d. CE marking
The material has CE marking (see Diagram 1). The CE marking gives a presumption of conformity with the stated minimum legal requirements when placed on the market as set out in the Construction Products Regulations 1991. These requirements include compliance with a harmonised European Standard as formally announced in the Official Journal of the European Communities (or with part of a European Standard) or with a European Technical Approval, coupled with the appropriate attestation procedure. If used appropriately and in satisfactory conditions, a product bearing CE marking shall be presumed by the building control body to satisfy the relevant requirements unless there are reasonable grounds for suspecting otherwise. In this context relevant requirements are defined in relation to the essential requirements of the Construction Products Directive, and are:
• mechanical resistance and stability
• safety in case of fire
• hygiene, health and the environment
• safety in use
• protection against noise
• energy economy and heat retention
Depending on the intended use of the product and the particular regulatory requirements all, or some, of the essential requirements may be relevant. A CE marked material can only be rejected if either its performance does not, in fact, conform to the particular technical specification against which the CE marking has been claimed

Determination of compliance with Requirement B4 (11 June
1999)
Text of DETR "determination" letter dated 11 June 1999
(Reference: 45/1/163)
Building Act 1984 - Section 16(10)(a)
Determination of compliance with Requirement B4 ("Fire
Safety - External Fire Spread") of
the Building Regulations 1991 (as amended) in respect of a
thatch roof reinstatement
3.In making the following determination, the Secretary of
State has not considered whether the plans conform to any other relevant requirements.
The proposed work
4.The building to which the proposed building work relates
is an historic single storey detached farm out-building and your drawing indicates that the foot
print of the building is approximately 10m x 5m. A copy of a photograph forming part of the sales
particulars of the farm in around 1917 indicates that the farm out-building originally had a thatch
roof, although this was replaced with corrugated sheeting which remains the current roofing
material. The walls of the building are clad in timber which you propose should remain.
5.The site plan shows that the farm out-building is bounded
on one of its long sides by a road and that there are two nearby existing thatched roof properties.
One of these properties is to the side of the farm out-building and within the same curtilage. It is
separated from the farm out-building by a driveway giving access to garages at the rear. The minimum
separation distance is 8.095m. The second property is located on the opposite side of the road
at a minimum distance of approximately 15m.
6.The proposed building work comprises the removal of the
existing corrugated roof sheeting and its replacement with thatch (Norfolk reed). You propose to
install a permanent ridge water drenching pipe which will run the full length of the roof
and will have a stop valve located close to the exit to the property so that a deluge of water can be
supplied quickly to both sides of the roof in a fire situation. You state that you propose to lay the
thatch on a non-combustible lining board and an aluminium barrier foil to help prevent fire spread. You
also propose to erect a 1.8m high wall around three sides of the farm out-building - ie on the
north side between the road and the farm outbuilding, and on the east and west sides. Adjacent to the proposed
west wall is a public footpath.
7.Your letter refers to the possibility of the drenching
pipes being connected to heat sensors located in the thatch; and your thatchers letter refers to the
option of treating the thatch with a fire retardant.
However, the Department has taken it that these do not form
part of your proposals for determination and the following is based on that
assumption
8.Your original proposals were the subject of a full plans
application which was rejected by the District Council on grounds of non-compliance with
Requirement B4 ("Fire Safety - External fire spread") of the Building Regulations 1991. The District
Council were not prepared to accept that the reinstatement of the thatched roof of a timber clad
property would be in compliance with Requirement B4 because the roof would be susceptible to
ignition from both within and outwith its boundaries. You contend that your proposed mitigating fire
safety measures mean that your proposal would be in compliance and it is in respect of this
question that you have applied for a determination.
The applicants case
9.You point out that the local planning authority as well as
the Parish Council and neighbours are all in favour of you replacing the existing corrugated roof
sheeting on the farm out-building with thatch, and you consider that thatching the farm
out-building will keep it in character with the surrounding properties within the area. You also make the
following points in support of your application:
(i) The mitigating fire precautions such as the drencher
pipe fitted to the ridge, and the fire resisting layer of board and foil on which the thatch is laid will
help prevent fire spread from both the inside and outside of the property.
(ii) If considered necessary the surface of the thatch can
be treated with a fire retardant spray.
(iii) The fire precautions and materials used in the new
roof construction for the farm out-building will be better than those in existing thatched roofs in the
vicinity.
(iv) The new brick wall surrounding the farm out-building
will help prevent the transfer of fire to and from the property. Also all shrubs and undergrowth will
be cut back and regularly maintained
to eliminate the possibility of fire spread.
(v) The alternative of using slates or tiles would be
respectively inappropriate in character or too heavy for the fragile roof structure.
The District Councils case
10.The District Council point out that they have dealt
sympathetically in the past with proposals to locate thatch roofs in close proximity to the boundary,
however in this instance the Council considers that the individual circumstances relevant to the
proposal presents an excessive risk. They make the following points in support of their rejection of
your proposals:
(i) The building is located extremely close to the highway
and would be susceptible to ignition from external sources.
(ii) The eaves level of the roof is very low in relation to
the ground and road, and a fire in adjacent shrubs and undergrowth could readily transfer to the thatch
roof.
(iii) The required fire separation distance for thatch is
20m and this minimum distance is not achieved on three of the four faces of the building.
(iv) The external walls of the property are clad in timber
and an external fire could readily spread to the roof and rapidly engulf the building.
(v) The building under consideration is in close proximity
to an existing dwelling within the same curtilage which has a thatched roof and timber clad external
walls.
The Departments view
11.Table 17 of Approved Document B ("Fire safety") suggests
that thatch roofs on dwellings should be located at least 12m from any point on the
relevant boundary and this is general guidance which, if followed, will tend to show compliance with
Requirement B4 of the Building Regulations. However what needs to be considered is the
threat to life safety, if this guidance is not followed, having taken account of the individual
circumstances of the case - including the site location and any special fire precautions which are to be
incorporated.
12.In this case the Department takes the view that there are
two main areas of risk with respect to fire spread in terms of Requirement B4. These are the close
proximity of the farm out-building to the road boundary and its location with respect to the
nearest adjacent thatched building. With respect to the elevation of the farm out-building facing the
road, if the relevant boundary is assumed to be along the centre line of the road, then the
distance to that boundary varies between 5m and 6m. The Department considers this to be acceptable in
this case on the basis that the nearest thatched property on this elevation is on the opposite side
of the road at a minimum distance of approximately 15m. If this distance were to be decreased
because of future building work then the full width of road would still separate the two properties
and the fire precautions proposed for the farm out-building would continue to act as compensatory
features.
13.With respect to the elevation facing the nearest adjacent
thatched building, the Department notes that the buildings are approximately 8m apart and within the
same curtilage. The site plan you have provided shows that the two buildings are separated by a
common driveway giving access to garages at the rear of the properties. The Department
accepts that there is only approximately 4m to a notional boundary between the two properties if this is
positioned along the centre line of the driveway. However the Department considers this to be
acceptable in the circumstances after account is taken of your proposed fire precautions as listed
in paragraph 14 below.
14.In the circumstances of this case the Department
considers your proposal to provide a thatch roof to the farm out-building shows compliance with
Requirement B4 on the basis of the compensatory features that you propose. The features you
propose and which the Department has taken into consideration are as follows:
(i) A permanent ridge water drenching pipe, as detailed,
with a the stop valve located close to the entrance to the property.
(ii) Underdrawing of the new thatch roof with construction
which will achieve at least 30 minutes fire resistance and which will need to be installed to the
satisfaction of the District Council.
(iii) Partial surround of the farm out-building with a
masonry wall, as detailed, to help allay the District Councils concern over fire spread to the whole
building because of the combustible wall and roof.
The determination
15.The Secretary of State has given careful consideration to
the particular circumstances of this case and the arguments put forward by both parties. He has
concluded, and hereby determines, that your proposal to provide a thatch roof to the farm
out-building, combined with the proposals listed in paragraph 14 above, complies with Requirement B4 ("Fire
Safety - External fire spread") of fire
Schedule 1 to the Building Regulations 1991 (as amended).

Publications
Thatch: Thatching in England Vol 1 1790-1940, Vol 2 1940-1990.
English Heritage Research Transactions. James & James/English Heritage
2000
Most of these have no more than a passing reference to thatching and
/ or are out of print.
Angold R.E., Sadd P.A., Sanders M.(1998) Fire and Thatch volume 1. Project
report Partners in Technology Project number CI 39/3/2866.
Angold R.E., Sanders M. (1998) volume 2. Project report Partners in Technology
Project number CI 39/3/2866.
Angold R.E., Sanders M. (1999) volume 3. Standards, Measurements and
Testing for
thatch Project report Partners in Technology Project number CI 39/3/2866
Playle R. (1997) Living Under Thatch. Thatch Underwriting Agencies.
Winchester.
Pratt P. (1999) 1:735 John Albion and Partners, Norwich.
Sanders M. (1998) Longevity of Thatch in Relation to the Surface Properties
of Straw. Thesis for M. Phil. University of Nottingham.
Puttick J., (1998) Thatch, A Guide to Fire Safety in Thatched Dwellings.
Dorset Fire and Rescue
ANON. (April 1993) Fire precautions in thatched properties. West
Dorset District Council. Planning and Environmental Services.
ANON (1968) Temperature Rises in Hay Ricks. Manual of Firemanship,
Part 6B Home Office.
ANON (Aug. 12th 1992). When the Home Fires Burn. The Times.
BRE (1990).Surveying Masonry Chimneys for Repair or Rebuild. Good
Building Guide, Garston Watford.
BROCKETT, P. WRIGHT, A. (reprinted 1990).The Care and Repair of Thatched
roofs. SPAB Technical Bulletin 10 Eyre & Spottiswoode Margate.
CENTRAL FIRE BRIGADES ADVISORY COUNCIL FOR ENGLAND WALES AND SCOTLAND
(1985) Report of the Joint Committee on Standards of Fire Cover.
Home Office.
CGA Select (date unknown) Fighting the Fire Risk. Thatchline Newsletter.
CICO (1996) Stoves and Chimneys. Graham Thornhill Eng. Canterbury
UK.
COSIRA (undated )Fire precautions for thatched properties Batley
Brothers London.
DEPARTMENT OF THE ENVIRONMENT AND THE WELSH OFFICE (1992) Fire Safety
The Building Regulations 1991 B.
DEVON FIRE BRIGADE (1980 - 1983) Fire Precautions on Farms, Choice
of Extinguishing Agents. Fire prevention leaflets No. 20 and 23.
DOBRASZCZYK, B.J. (1994) Structural engineering analysis of thatching
reed. Report of the thatching working group, RHM Technology, pp13-22.
ELKINS, G. H. J. (1963) Fire -Retardant Treatments For Thatched Roofs.
Vol. 23 part 50 pp 143 - 148.
FIRE AND RESCUE SERVICES Guidance on Fire Precautions in Thatched
Properties.
Dorset Fire Brigade (1988).
Suffolk Fire Service (1989).
West Sussex Fire Service (1990).
Hertfordshire Fire Service (1990).
FIRE PREVENTION (1991) The Increase in Risk Due to a Thatched Roof.
No. 240, pp31.
FIRE PREVENTION (1991) Fire Spread from Thatched Buildings. No.
241 pp30.
FIRE PREVENTION ASSOCIATION Equipment for detection and warning of
Fires and Fighting Fires. Fire Prevention design guide 6.
FIRE SAFETY AND ENGINEERING (1994) Recreated Globe Theatre Protected
from Fire. Vol. 1. No. 3 p4.
FIRTH J B. and STUCKEY R E. (1944) The Spontaneous Combustion of Hay.
J. Soc. Chem. Ind. pp 13 - 15.
HAGAN, S., HARRIS, R. (1993) How Designs for the New Globe Theatre
Tackled the Fire Protection Problem. The Architects Journal, Vol.
197, No. 2 p 13.
ISOKERN (1995) Chimney System, Instructions for Chimney Relining.
Isokern UK Dorset.
JUNIPER, B.E. (1990) Straw: Its structure, chemistry and the possibilities
for further use as a raw material for industry. Agric Progress,65
pp23-38.
KEIGHLEY, G. (1996) Wood as a Fuel. A guide to Burning Wood Efficiently.
Forestry Commission.
KIBBLE, S. (1995) Fire Safety Aspects of Thatched Buildings. A
Dissertation for part 111 for corporate membership of The Institute of
Building Control.
KING, J. A. (1989) Thatched roofs - Fire Hazards and Precautions.
Fire Prevention 218 pp 29 - 31.
KIRBY, J & RAYNER,ADM (1989) Disturbance, decomposition and patchiness
in thatch. International Biodeterioration25 pp21-26.
LANGILLE, K.B. NGUYEN, D. BERNT, J.O. (1993) Constitution and Properties
of Phosphosilicate Coatings. Journal of Material Science 28 pp 4183
- 4187.
LEA, F. M. (1965) Heat transfer in Flues. BRE. Garston.
LETTS, J. B. (1993) Smoke- blackened thatch. a new source of medieval
plant remains from Southern England. English Heritage.
LOWE, J. (1996) The Dorset Thatching Report, Report to the County
Historic Buildings Officer. Dorchester.
MARCHMONT, C (1994) Rural Fire Fighting - Fires in Thatched Roofs.
Fire Professional pp 26 - 29.
NASH, J. (1991) Thatchers and Thatching Batsford Books. London.
NATIONAL COUNCIL of MASTER THATCHERS ASSOCIATIONS. (undated) Fire
Precautions. Leaflet.
NICOL, H. (1945) Microbes by the Million. Penguin Books, Harmondsworth
England, pp 46 - 52.
NICEIC (1989) Wiring and Thatched properties. Newsletter 92. p
12.
PLAYLE, R. Living Under Thatch. A Guide. Thatch Underwriting Agencies.
Winchester.
RIDOUT, G. (1993) Bard Labour (concerns the building regulations
for rebuilding the Globe Theatre) Building Vol. CCLVIII, No 7812 pp42
- 46.
SANDERS, M (1996) Fire and Thatch . COTAC Newsletter No. 10 November
pp. 13 - 15.
SANDERS, M. (1996) Fire and Thatch. Fire Safety Engineering December
Vol. 3 No. 6 pp 12 - 14.
SAMISEN, T. (1993) Pyrotechnically Generated Fire Extinguishing Aerosols.
Fire Safety And Engineering pp 9 - 13.
SOUTH AFRICAN COUNCIL FOR SCIENTIFIC AND INDUSTRIAL RESEARCH.(1953) The
Prevention of Fires in Thatch roofs. DIS Information Sheet, No. 27.
National Buildings Research Institute.
THATCHING ADVISORY SERVICE. (1994). The Complete Thatch Guide.
TAS Basingstoke, Hants.
TRATT, T (1997) The Problem with Thatch. Fire Prevention 303
p33
WATSON and NASH. Extract from: Heating of Hay. (Date and publisher
unknown).
WEST DORSET DISTRICT COUNCIL (1993) Fire Precautions in Thatched Properties.
Planning and Environmental Services Leaflet.
WEST, R. (1987) Thatch, a Manual for Owners, Surveyors, architects
and Builders. David and Charles Newton Abbot.
WHITE, N (1995) Masonry Chimneys their Design and Construction.
National Fireplace Association. Birmingham.
WHITING, N (undated). Safer than Houses. The Thatch Times. John
Albion Suffolk.
WILTSHIRE FIRE BRIGADE (undated) Thatched Properties. Fire Safety
Manual.
WRIGHT A (1998) The RICS Thatching Forum and Other Thatching Issues.
SPAB News vol. 19 .number 1
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Project reports for Partners in Technology project number: CI 39/3/2866
Specification for Materials and Treatments of Thatch
The final report for this project is now available in two volumes.
Volume 1 Fire and Thatch Summary
Volume 2 Longevity of Thatch in Relation to the Surface Properties of
Straw
This study is concerned with identifying those characteristics that can
be used to quantify the potential for durability in cereal straw used
for thatching. The resistance to decay and degradation of wheat straw
is directly related to the integrity and barrier properties of the cuticular
layer and the ability to rapidly shed water. Methods for measuring the
performance of different straw have been examined.
Optical and scanning electron microscopy have been used to examine stem
surfaces and structure. Differences between straw samples through variety,
environment, husbandry and post harvest treatments have all been identified
Elemental analyses, using X-ray spectroscopy has made it possible to
identify and locate silica bodies ( phytoliths) distributed on stem surfaces.
The change in relationship of phytoliths and trichomes at the nodes has
been explored using this technique. New insights into the relationship
of wax, trichomes and phytoliths have been achieved.
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To order copies of the report please complete the form and return to
Mrs. M Sanders
NAME.............................................
ADDRESS.......................................
.........................................................
POST CODE..................................
Copy/ies Volume 1 @ £40 per copy
Copy/ies Volume 2 @ £50 per copy
inclusive of postage.
Remittance by cheque only. To RHM Technology .I enclose a cheque for
the total value of:£.....
I am indebted to RHM and Mrs Sanders for supplying this information,
more details can be found on some of the subjects above by web
searching.
The
above
can now be contacted at :- Pyxis CSB Limited, 13 Parkers Hill, Tetsworth Thame
Oxfordshire OX9 7AQ.
Telephone;
Marjorie
Sanders 01794 701 2927
Roger 0 17702
429 455
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