This post-war ex-council property is of traditional cavity wall construction, typical of
its era. Homes of this type are generally robust but can be prone to localised movement
and moisture ingress if routine maintenance has been limited.
Archwise carried out a full Level 2 Building Survey, identifying areas where penetrating
damp is beginning to develop and noting typical minor movement to the outer leaf, both
of which are common in cavity wall construction of this age. Practical maintenance
measures were outlined to help the property perform as intended.
Textured ceiling coatings of the Artex type were noted in several rooms. Coatings of this kind
applied before the late 1990s may contain small amounts of asbestos, as its use in such
decorative finishes was only fully prohibited in 1999. The surfaces appear intact and
undisturbed, which is generally considered safe in normal occupancy conditions.
Where a smoother finish is desired in future, options such as over-boarding with plasterboard or
applying a skim coat can encapsulate the existing surface without the need for disruptive
removal. Any works that might break the surface should only be undertaken by a competent
contractor following appropriate precautions.
Damp staining was noted within the cavity wall, and the insulation present appears to be a wool
type. This type of insulation can hold moisture if the cavity becomes wet, slowing the drying
process and increasing the risk of damp transfer to internal finishes.
A vent opening to the exterior was observed, likely created for investigation or ventilation
purposes. Once the affected area has fully dried and moisture levels have stabilised, this
opening should be sealed to restore the integrity of the cavity and reduce future moisture
ingress.
The floor structure features an early form of Pozi-joist, identifiable by the metal webbed
design between the timber chords. This type of joist offers good spanning capability and allows
for easier service runs but relies on all metal connections remaining secure to perform
correctly.
No immediate concerns were noted, but as with any engineered floor system, future alterations or
notching should be avoided, and any work affecting the joists should be carried out with care to
maintain their structural integrity.
Two active wasp nests were identified within the roof space. Activity was visible around the
eaves, and the nests appear to be currently in use. While this is not uncommon in roof voids,
access and any maintenance work in this area should be avoided until the nests have been
professionally treated.
Once inactive, the nests can be safely removed, and it would be sensible to check for any gaps
or openings in the eaves or ventilation points that may allow future access. Preventative
sealing and mesh ventilation guards can help minimise repeat activity in future seasons.
A section of purlin has been removed from the truss roof to accommodate the installation of a
rooflight (Velux-style), and no additional strengthening was noted to the top or bottom chords
of the truss to compensate for the loss of support. This has locally weakened the roof structure
and may reduce its ability to evenly distribute loads across the rafters.
Best practice in such alterations is to introduce suitable trimming and reinforcement to
maintain the original structural performance of the truss. It would be advisable to have this
detail reviewed and upgraded by a competent contractor to ensure long-term stability of the
roof.
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