Funchal
Cathedral (Sé), Madeira
The conservation of the exterior stone masonry
of the Funchal Cathedral is considered a feasible project based
on the recently completed condition survey and the interest demonstrated
by the tutelary institution, the Regional Direction of Cultural
Affairs (DRAC), who is currently restoring the tiled roof and
the exterior rendered surfaces as part of the overall restoration
of the Cathedral.
The project has been subdivided into three phases.
The first phase corresponds to the conservation of the stone masonry
of the façade. The decorated elements are the main portal
and the carved stone rose window above it, both of which are deteriorating
badly and will require the intervention of specialized conservators.
The horizontal moulding between them needs to have its slope corrected
and sealed so as to ensure that no water will remain stagnant
on it (which is one of the main reasons the stones above and below
it are deteriorating more).
The stone masonry at the corners may require a few stones to be
refaced and/or replaced given their advanced deterioration, and
filling of some cracks. Finally, the refilling and repointing
of joints, many of which are open, would complete the intervention.
Only minor cleaning will be needed on some specific stone blocks.
The second phase addresses the rest of the stone masonry of the
cathedral, excepting the bell tower. This corresponds to the apse,
its piers and the balustrades of the terraces above it as well
as the various corners towards the back of the building. The stone
masonry requires minor cleaning, addressing some problems related
to past restorations with cement mortars, eventual re-facing or
replacing of some blocks in a more advanced state of deterioration
and the usual repointing of joints.
The third phase corresponds to the bell tower.
The reason for carrying out this intervention as the last part
is to allow for the monitoring of some cracks present in the bell
tower to confirm whether they are active or not. DRAC has agreed
to have a structural engineer study this issue and recommend the
places where a new set of fissurometers are to be installed. Regular
readings for over a year will allow to determine whether the cracks
are still active, in which case some measures for stabilizing
the structure will be required, or not. It is our belief that
the structure has stabilized as the vault of the sacristy, the
lower room of the tower, which in early 2002 showed extensive
cracks and fissures, was painted over that same year and, to date,
no fissure has appeared. Nonetheless, it is important that the
tower be monitored.
The stone masonry of the tower presents similar problems to the
rest of the masonry. Elements such as the pinnacles around the
bell tower balcony, present the heaviest deterioration given their
exposed location.
Overall, the conservation work required can be considered that
of an extraordinary maintenance. This will reduce the deterioration
rate of this monument thus ensuring its long term preservation.
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