The Scottwood House

The Scottwood House is a non-traditional property type built between 1948 and 1953 as part of the post-war housing programme. Approximately 1,500 units were constructed, primarily in suburban locations. These properties were manufactured by the British Power Boat Co. Ltd, with designs by W M Carter and H V Diplock.

Often referred to as British Power Boat houses, they reflect a period of rapid construction using innovative methods and materials. In practice, condition varies significantly depending on maintenance history and exposure, particularly where original materials remain in place.

A Scottwood House illustrating rendered or painted plywood cladding and characteristic post-war timber frame construction.

Scottwood Houses are generally arranged as two-storey semi-detached or terraced properties. Roof forms vary between medium pitch hipped or gable roofs finished with tiles, and flat roofs covered in bituminous felt. A flat canopy over the entrance is a common feature.

External walls are formed using storey-height timber frame panels with plywood sheathing, finished externally with render or paint. Vertical timber cover strips at corners and horizontal banding at floor levels are typical identifying details. Some properties incorporate brick flank walls or brick piers to separating walls.

The substructure is formed using a concrete raft foundation with a reinforced slab thickened at the perimeter. Ground floors are concrete, while first floors are formed using stressed skin plywood on timber joists. Internal partitions are timber stud lined with plywood, and separating walls are typically 9-inch brick construction.

Roof structures consist of timber rafters and trusses, with coverings varying between tiles and bituminous felt depending on the design variant. Insulation is provided between timber studs using mineral fibre.

The primary concern with Scottwood Houses relates to the durability of plywood cladding and the underlying timber frame. This was evident during inspection of similar properties, where prolonged moisture exposure has led to decay and loss of structural integrity.

Sagging to upper floors, particularly in brick-clad variants, is a recognised issue. In practice, this often relates to movement or deterioration within the stressed skin plywood floor system and supporting joists.

Gaps in separating walls within the roof void are also commonly encountered. These can affect both thermal performance and sound insulation, and in some cases indicate incomplete or altered construction.

Flat roof variants require close inspection. Bituminous felt coverings deteriorate over time, and once failure occurs, water ingress can affect both the roof structure and internal finishes.

Scottwood Houses require a practical understanding of non-traditional construction and a willingness to manage ongoing maintenance of timber and plywood elements.

• Commission a full building survey prior to purchase
• Assess the condition of cladding, roof coverings, and structural elements
• Be prepared for targeted repairs where original materials remain

They can perform satisfactorily where properly maintained, but neglected examples can present more significant repair requirements.

Lender acceptance for Scottwood Houses depends largely on condition and the clarity of construction. Non-traditional elements, particularly timber frame and plywood systems, may require additional scrutiny.

A well-documented survey identifying condition and any remedial works can assist with both mortgage approval and future resale. Where defects such as decay or structural movement are present, further investigation may be required before lending is confirmed.

A building survey provides an informed assessment of the visible condition and construction of a Wimpey No-Fines house. Inspections are non-intrusive and limited to areas that are accessible at the time of inspection.

• Identify visible cracking to no-fines concrete walls and associated render
• Assess signs of dampness, moisture ingress, and condensation risk
• Comment on roof coverings, drainage details, and external envelope condition
• Review the general condition of accessible floors, ceilings, and structural elements
• Highlight defects that may require repair, monitoring, or further investigation

However, there are limitations to what a survey can determine without intrusive investigation.

• Confirm the condition of concealed reinforcement within no-fines concrete
• Assess hidden structural elements behind finishes or linings
• Determine the full extent of carbonation or internal concrete deterioration
• Inspect areas that are inaccessible or covered at the time of inspection

Where higher-risk indicators are identified, further specialist or intrusive investigation may be recommended.

For a thorough building survey in Greater London, an instant quotation can be obtained through the online survey calculator.