St Mary’s Church, Coxhoe
Window Condition Report – East Window
Martin Johnson & Co (York) Ltd
August 2017
2 Martin Johnson & Co (York) Ltd August 2017
INTRODUCTION AND GENERAL COMMENTS
BRIEF
Scope of Report
The purpose of this inspection is to determine as fully as possible the condition of
the East window of Saint Mary’s Church, Coxhoe, and to make recommendations
for its conservation.
Investigation
The site was visited by Philip Barrand (Contracts Director, Martin Johnson & Co
(York) Ltd) on 15th June 2017 on a dry bright day. Access to the windows was by
ladders. The subsequent report was compiled by Philip Barrand.
Persons with responsibility for Works
Architect Chloe Granger
Crosby Granger Architects Ltd
The Factory, Castle Mills
Aynam Road
Kendal
Cumbria LA9 7DE
Tel: 01539 555300
Email: [email protected]
Web: www.crosbygrangerarchitects.co.uk
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Persons with responsibility for windows
Priest in charge Rev. Alison Richardson
The Vicarage
8 Mulberry
Coxhoe
Durham DH6 4SN
Tel: 07873 596164
Email: [email protected]
Web: www.stmaryscoxhoe.co.uk
Church Wardens Mrs Shirley Davies
Tel: 07769 268405
Mrs Joyce Levy
07528 291861
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DESCRIPTION AND HISTORY OF THE BUILDING
The Parish of Coxhoe became a combined benefice with the parish of Kelloe in 1996.
The benefice is situated south east of Durham, in the Sedgefield Deanery, within the
Durham Diocese. Coxhoe was once a thriving mining area, - Coxhoe colliery was sunk
in 1827, and in the first half of the 19th century the population rose from around a
hundred to nearly four thousand. The mine finally closed in 1933, but Coxhoe remains a
popular dormitory town for Newcastle, Sunderland, Stockton and Darlington, all within a
30 minute drive, and the town also boasts an increasing amount of new light industry in
the area.
The church was designed by the architect Robert Jewell Withers (1823 – 1894), a
London architect who began his career in Sherborne, Dorset, and designed St James’
Church in Holland Park. He became a member of the Royal Institute of British Architects
in 1873.
Completed in 1868, St Mary’s Church is built in the Gothic style with an ornamental east
window. The building costs amounted to £2500. Local stone from the nearby village of
Cassop was used. A note from the original design states ‘The Incorporated Society for
Promoting the Enlargement, Building and Repairing of Churches and Chapels, granted
£125 towards Building this Church. The sittings are all free and unappropriated’
Signed by the architect RJ Withers, this drawing shows the original floor plan of the
building and the situation of the window which forms the subject of this report:
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CVMA numbering system
The CVMA window numbering system is used to identify the main lights and tracery
lights, also the separate panels within lights. Panels and lights can be identified by the
respective plans.
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DESCRIPTION AND HISTORY OF THE WINDOW
Situation and History of Window
The window is situated on the East wall of the church behind the altar. The architect’s
drawing of the church shows a five-light window opening, though it is not known what
was originally glazed into the window openings at the time of the church’s construction -
possibly simple quarry-glazed panels.
The East Window was paid for by public subscription, in honour of the men of Coxhoe
who fought and died in the First World War. The new window was dedicated by Bishop
Moule in 1920, some 50 years after the building of the church. The war memorial was
also dedicated at this time.
Window Composition – main lights
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a light 530 x 2750mm
2 base panels plus trefoil head
6 no. internal support bars in all (including divisions)
1a 1240mm high, 3 no. support bars
2a 1200mm high, 3 no. support bars
3a 310mm high
b light 530 x 2750mm
2 base panels plus trefoil head
6 no. internal support bars in all (including divisions)
1b 1240mm high, 3 no. support bars
2b 1200mm high, 3 no. support bars
3b 310mm high
c light 760 x 3045mm
2 base panels plus cinquefoil head
6 no. internal support bars in all (including divisions)
1c 1240mm high, 3 no. support bars
2c 1200mm high, 3 no. support bars
3c 605mm high
d light 550 x 2750mm
2 base panels plus trefoil head
6 no. internal support bars in all (including divisions)
1d 1240mm high, 3 no. support bar
2d 1200mm high, 3 no. support bars
3d 310mm high
e light 535 x 2750mm
2 base panels plus trefoil head
6 no. internal support bars in all (including divisions)
1e 1240mm high, 3 no. support bars
2e 1200mm high, 6 no. support bars
3e 310mm high
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Window Composition – tracery lights
34 No. tracery lights (including eyelets):
Top
Tracery
H1 Central quatrefoil 397 X 397mm
E1,G1, G2, I1,
I2, J1, J2, K1
Lozenge ‘petals’ surrounding
centre
397 x 530mm
Left
Tracery
(from in)
C1 Central disc 310 x 310mm
A1, B1, B2, D1,
D2, F1
Part circular ‘petals’
surrounding centre
230 x 230mm
Right
Tracery
(from in)
C2 Central disc 310 x 310mm
A2, B3, B4, D3,
D4, F2
Part circular ‘petals’
surrounding centre
230 x 230mm
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Window Content
Glass Painted and stained
Maker ‘Mr W.H. Bartlett of Mutrich’ (according to the North East War Memorials
Project)
Date Unveiled and dedicated 14th March 1920 by Bishop Moule, Bishop of
Durham
Subject
Main
lights
Memorial Window to those who died in the 1914-18 conflict – The Great
Sacrifice
a light Crucifix with wreath, St Mary banner, flowers and foliage
b light St George
c light The Great Sacrifice – a soldier at the feet of Christ crucified
d light St Cuthbert
e light Crucifix with wreath, Coxhoe banner, flowers and foliage
Base Inscription to c light:
TO THE GLORY OF GOD
IN HONOUR OF THE MEN
OF COXHOE WHO FOUGHT
AND IN MEMORY OF
THOSE WHO FELL IN THE
GREAT WAR 1914 1919
Subject
Tracery
Top Tracery Paschal lamb surrounded with angels and rays
Two lower traceries Central cross, vine leaves surrounding
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Material Content
Glass 2 – 3mm various tints and pot metals, painted and stained
Lead 6mm and 9mm round lead came
Bars 9mm square
ferrous,
painted (with
some paint on
glass):
Ferramenta a and e lights 1 no. stanchion, 6 no. saddle bars
c light 2 no. stanchions, 6 no. saddle bars:
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b and d lights Stanchions have been
removed, though the
6 no. saddle bars
remain in place:
Ties 16swg copper wire
Cement Linseed oil based waterproofing compound
Pigment Traced line work, shading and silver stain, some enamel work
Pointing Sand:cement mortar mix, cement-rich
Protection Weld mesh guard, galvanised and
painted white:
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a light - CONDITION
Glass 1a Sound
2a Fracture in red border
3a Sound
Lead Sound
Bars Rusting
Ferramenta Rusting
Ties Sound
Cement Sound
Pigment Sound
Pointing Failing in places
Protection Poorly fitting but functional,
rusting:
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b light - CONDITION
Glass 1b 1 no. single fracture
1 no. single fracture to sword
2b Sound
3b Sound
Lead Sound
Bars Rusting:
Ferramenta Rusting
Ties Sound
Cement Sound
Pigment Sound
Pointing Failing in places
Protection Poorly fitting but functional,
rusting:
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c light - CONDITION
Glass 1c 1 no. fracture below bar
2c 1 no. single crack in canopy
1 no. putty repair to fracture:
2 no. holes to knee / neck:
3c Sound
Lead Sound
Bars Rusting
Ferramenta Rusting
Ties Sound
Cement Sound
Pigment Sound
Pointing Failing in places
Protection Poorly fitting but functional, rusting
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d light - CONDITION
Glass 1d Sound
2d Impact damaged area
measuring 320 x 270mm
(approx 10 no. damaged
pieces):
3d Sound
Lead Sound
Bars Rusting
Ferramenta Rusting
Ties Sound
Cement Sound
Pigment Sound
Pointing Failing on upper middle section
Protection Poorly fitting but functional, rusting
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e light - CONDITION
Glass 1e 1 no. fracture at top :
2e 1 no. crack in clear border
2 no. in red border
3e
Lead Sound
Bars Rusting
Ferramenta Rusting
Ties Sound
Cement Sound
Pigment Sound
Pointing Failing in places
Protection Poorly fitting but functional
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Tracery
Top tracery – H1, E1, G1, G2, I1, I2, J1, J2, K1
CONDITION
Glass Sound
Lead Slight
buckling in
centre panel
(H1)
Cement Sound
Pigment Sound
Pointing Failing
Protection Poorly fitting
but
functional
Left tracery light – C1, A1, B1, B2, D1, D2, F1
CONDITION
Glass Sound
Lead Sound
Cement Sound
Pigment Sound
Pointing Failing
Protection Poorly
fitting but
functional
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Right tracery light – C2, A2, B3, B4, D3, D4, F2
CONDITION
Glass Sound. Top
of cross
replaced with
clear glass:
Lead Sound
Cement Sound
Pointing Failing
Protection Poorly fitting
though
functional
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Further Observations
Some of the stonework
on the east window is
unstable. Rusting
interior bars have
caused the stone
mullions to splinter in
isolated areas:
There is also evidence
of flaking to the outer
stone surface of
interior mullions:
Some of the stonework
around the top tracery
has been built up in an
attempt to repair
cusps:
The cill at the base of
c light is splitting:
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Summary of East Window
The glass within this window is in reasonable condition; even within b light where there is
an area of vandal damage. There is some concern that damage is being caused to the
stonework through rusting metalwork, and the perimeter mortar is flaking in certain areas,
most notably the tracery section and the upper part of 2d. The window would also
benefit from being professionally cleaned.
Although window guards are poorly shaped and fitted, they remain functional at present.
RECOMMENDATIONS
Remove middle panel of d light (d2) for partial re-lead and replacement of
damaged pieces (approx 10 no.)
Replace putty-repair piece with newly painted piece in c light
Pellet-holed pieces could be resin bonded in-situ, and then cold-painted in-situ. It
is recommended that these pieces are not removed so as to keep them intact.
Single hairline fractures can be left as they are, as they are stable.
All bars to be checked for damage to stonework. If damage has occurred,
remove mortar from tips of bars and re-point. At this time there should be no
necessity for the bars to be removed and replaced as there is no requirement to
remove the window for extensive conservation.
Rub down and paint internal bars (30 no.)
Rub down and paint external ferramenta
Clean window internally
Clean window externally (to include removal of window protection)
Re-mortar external perimeters when grilles are removed for cleaning
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PROVISIONAL METHOD STATEMENT
A. Panels to be re-leaded
In-situ photographs, detailed sizes and templates will be taken
All panels will be labelled prior to being removed. Panels will
also be made secure to prevent collapse during the removal
process
Mortar will be removed from glazing groove utilising hand tools.
Panels will then be released from the internal support bars by
cutting free the copper ties. The bars will then be removed and
retained
Again using specialist hand tools, the panels will be removed
from their openings and transported back to the workshop
Openings will be sealed by securing ply boarding
Once in the workshop, detailed rubbings and dimensions will be
taken of all the panels prior to conservation
The panels will be dismantled and all original glass cleaned,
employing various cleaning techniques (see specific ‘Glass
Cleaning’ method statement)
The panels will then be reconstructed using came of appropriate
weight, size and profile as those originally used
The newly glazed panels will then be ‘cemented’, a process that
requires a linseed oil based compound to be either brushed
under the lead cames, thereby rendering the panels waterproof
and solid, or hand applied if unstable pigment is a concern
New 16 gauge copper fixing ties will be soldered to the panels at
appropriate points
The panels will be photographed prior to fixing and post-
conservation rubbings will be taken
Once transported back to site the panels will be fixed back into
the original glazing groove and fitted to the original refurbished
or new support bars using the copper fixing ties
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The panels will then be pointed into the stonework using a lime
mortar, to be specified by the architect
The window will then be brushed down and cleaned
B. Glass Cleaning
a) Unpainted plain glazing – range of cleaning techniques available:
Metal scrapers to remove paint contamination for example
Glass fibre brushes to remove staining (from rusting bars for
example) and tenacious film and deposits
De-ionised water in conjunction with surfactants with plastic
bristled scrubbing brushes to remove less tenacious dirt
Small paint brush in conjunction with a vacuum cleaner to
remove loose deposits such as cobwebs
b) Well fired, stable painted and stained glass – range of cleaning
techniques available:
Metal scrapers to be used on the outside only to remove the
most adhered contamination
De-ionised water in conjunction with surfactants with plastic
bristled scrubbing brushes to remove less tenacious dirt on
external face only
De-ionised water and swabs can be used on interior face of
glass
Glass fibre brushes to remove tenacious film and deposits
Small paint brush in conjunction with a vacuum cleaner to
remove loose deposits such as cobwebs
c) Poorly fired, unstable painted and stained glass. Each piece of glass
should be monitored individually to assess the vulnerability of the pigment
before any cleaning technique applied:
Metal scrapers to be used on the outside only to remove the
most adhered contamination
Glass fibre brushes to remove tenacious film and deposits on
the unpainted surface (usually exterior) only
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De-ionised water in conjunction with surfactants with plastic
bristled scrubbing brushes to remove less tenacious dirt on
external face only
De-ionised water swabbed over the inside painted surface is a
possibility, but only to be carried out after trials
C. Conservation / Restoration of Glass
a) Replacements
Replacements to be matched in colour or tint and texture. If
painted/stained piece, pigment colour and silver stain to be
applied in style and technique to match original
b) Pieces to be edge-bonded– each piece to be assessed prior to bonding
Using epoxy resin
Using silicone
c) Significant pieces where the pigment is missing, resulting in poor reading
of the design (such as faces, inscriptions etc)
The main outlines will be reproduced on a piece of 2mm glass,
following the residues of pigment left of the original piece
The plating glass will be kiln-formed to match the undulations
and form of the original glass
The plate will be bonded behind the original piece using silicone
d) Face leads
When a piece is fractured but stable it may cause more damage
to remove it from the lead came for edge-bonding. In such
cases it may be preferable to ensure it is secure and watertight
by applying small profile lead came over the fracture in-situ
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D. Metalwork
a) Bars
Replace any badly decayed bars with new non-ferrous bars of
the same profile as original. Where panels are to be re-leaded
take opportunity to replace original ferrous bars with non-ferrous.
If original bars are causing rust damage to stonework, remove
bars, cut back all tips where built into masonry and braze on
new non-ferrous metal tips. Re-fix into stonework.
Where original ferrous bars are in reasonable condition take
opportunity to refurbish – clean with wire brush, paint with
undercoat and 2 No. top coats
b) Window Guards
Remove failing window protection
New window guards will be manufactured using grade 304
stainless steel welded wire mesh with aperture spacing of 75mm
x 12mm x 12swg running vertically. The mesh is bordered with
grade 304 6mm stainless steel round bar and finished in full
polyester black powder coating. All window guards are TIG
welded.
Re-fix new guards in position using full polyester black powder
coated stainless steel clips and blackened stainless steel screws.
E. Isothermal Glazing
Consideration can be given to the possibility of isothermally glazing windows
that have suffered substantial paint pigment loss, or where the pigment is at
present unstable:
The process of isothermal glazing involves shaping and fitting
manganese bronze channel round the border lead cames of each
main light and tracery. These frames are braced horizontally,
mimicking the positions of the original support bars. The bronze
channel is soldered together with corner backing plates on each angle.
Discreet brackets for fixing are riveted into the frames and ¾” lead
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tape is soldered to the back face of each frame to prevent light
showing round the frame sides.
External protective glazing is created, taking the main design lines
from the stained glass to emulate a stained glass window from the
exterior, and modified to allow for parallax. These panels are glazed
with clear sheet glass, dulled down with a thin mist of weak pigment.
Each cut piece of glass is kiln fired to fix the pigment and distort the
surface of the glass in order to break up the smooth reflection from
the outside. The protective glazing panels are cemented on both
sides and then fitted within the glazing groove of the stonework
originally occupied by the stained glass. New non-ferrous support
bars are placed in a similar position to the original tie bars.
The frames enclosing the stained glass are fixed to the internal
stonework with care, using brass screws into plastic plugs, ensuring
that a gap existed both at the top and base of each light to allow
constant airflow around the panels. The lead flange is flattened back
to the stonework.
Diagram of cross section of stone mullion showing how isothermal and protective glazing
fit in relation to the stonework:
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Clear Secondary Glazing
Approx 2” cavity Existing Stained
Glass Panel
Brass Section
Fixing Bracket and Lead Tape
External
Elevation
Internal
Elevation
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Budget costings for recommended works to East Window, St Mary’s Coxhoe
Work Cost
Remove middle panel of d light (d2) for partial re-lead and
replacement of damaged pieces (approx 10 no.)
£1968.00 + VAT
Replace putty-repair piece with newly painted piece in c light £130.00 + VAT
Resin-bond pellet-holed pieces in-situ, then cold paint £165.00 + VAT
Check all bars for damage to stonework, remove mortar from tips
and re-point
£12.50
per bar
+ VAT
Rub down and paint internal bars (30 no.) £300.00 + VAT
Rub down and paint external ferramenta £420.00 + VAT
Clean window internally £462.00 + VAT
Clean window externally (to include removal of window
protection)
£512.00 + VAT
Re-mortar external perimeters when grilles are removed for
cleaning
£470.00 + VAT