Project Showcase - Hoe Bridge School, Woking

Hoe Bridge School sits within 22 acres on the outskirts of Woking. Among its historic buildings are two statutorily listed structures: Hoe Place (Grade II*) and the Chapel (Grade II). These buildings form part of a wider historic setting, but it is Hoe Place that holds particular significance due to what lies inside.

Paintings of national importance

The Grade II* listing of Hoe Place is largely attributed to its internally painted walls and ceilings, most notably within the Main Stairwell and the Headmaster’s Study.

These works are thought to be in the style of Pierre Mignard, Antoine Coypel and Veronese, and are considered to be of significant national importance. They are believed to reflect works lost in the Windsor Castle fire and have previously been described as being worth “millions of pounds”. Restoration efforts were undertaken in the 1950s, but it was later discovered that the structure supporting the paintings had become compromised, leaving them in a state of temporary balanced equilibrium.

The Baroque wall paintings, although darkened by varnish, depict scenes including Venus and Mars discovered by Vulcan, Apollo descending from a cloudscape, and the Forge of Venus. In the Headmaster’s Study, a former bedchamber, the painted ceiling remains in better condition. It features an assembly of the gods alongside scenes adapted from 1670s works by Verrio, originally created for royal interiors at Hampton Court and Windsor.

Headmaster’s Study

The start: risk of collapse

Following our involvement in rebuilding the historic main Hoe Place staircase in late 2021/2022, we were asked to investigate a water leak around the oval skylight. On accessing the attic space for the first time, several issues became immediately apparent.

These concerns were not limited to water ingress. Significant structural issues were identified, raising serious concerns about the stability of the roof and the safety of the painted ceilings below.

Roof space

Survey findings

A detailed timber survey revealed multiple areas of immediate concern, including:

  • Severe decay at the ends of principal rafters and trusses

  • An unsupported hip rafter at its connection to external walls

  • A 50% loss of sectional area in a principal tie beam

The most critical findings were located above the Headmaster’s Study. Here, the roof and ceiling structure showed:

  • Overstressed and poorly spaced timbers

  • Numerous failed and pulled-out joints

  • Adaptations to the historic roof structure

  • A poorly supported boarded “floor” deemed unsafe

Together, these issues highlighted the growing risk of catastrophic failure of the painted ceiling below.

Temporary works and access

Following stabilisation, design work progressed to support a listed building application and the appointment of Kingerlee Construction to deliver the strengthening works.

A key early step was the installation of an access and temporary roof scaffold. This provided:

  • Safe access through the unstable roof structure to allow inspections

  • Protection from weather during investigation and works

  • A platform for introducing new structural elements

As the extent of the issues became clearer, the scaffold was extended to span the entire Hoe Place roof.

Protecting the painted ceilings

Preserving the painted ceilings was central to the project.

A conservation-led approach was adopted, including:

  • Applying Japanese tissue paper to stabilise painted surfaces

  • Installing fine mesh netting beneath the ceiling to capture any displaced material

  • Ensuring all interventions could be reversed without damaging the original finishes

This allowed structural works to proceed while minimising the risk to the artwork.

The challenges uncovered

Once the roof coverings were removed and the structure fully exposed, the scale of deterioration increased significantly — a common issue in historic buildings affected by long-term water ingress.

Key issues included:

  • Rotten wall plates

  • Loss of structural capacity in valley members

  • Significant movement and loss of bearing

  • Missing ridge supports

  • Defective brickwork and failed gutters

  • Inadequate previous repairs

  • Deteriorated ceilings, lintels and rooflights

Structural approach and solutions

The guiding principle was clear - intervene as little as possible, but as much as necessary.

Steelwork was selected as the primary strengthening solution due to its:

  • Ability to be installed in sections, minimising disruption

  • Predictable performance

  • Clear distinction as a modern intervention

  • Reversibility in future conservation work

New steel channel beams were introduced alongside the existing timber members, supporting:

  • A new attic access floor

  • Hangers connecting down to the ceiling structure

  • Load transfer between external and internal masonry walls

Engineering the ceiling support

A critical consideration was the relationship between the new attic floor and the hangers supporting the ceiling.

To prevent additional load being transferred to the fragile ceiling:

  • Hangers were designed to act in tension only

  • Installation was delayed until the roof structure had fully deflected under load

This ensured the ceiling remained protected from unintended forces.

Conservation-led repair techniques

Where ceiling laths had deteriorated, the plaster was at risk of failure.

Working alongside conservation specialists Cliveden Conservation, repairs included:

  • Silicate mineral primers to stabilise existing material

  • Natural mineral adhesives with embedded stainless steel mesh

  • Stainless steel fixings connecting back to the new structure

This approach strengthened the ceiling while maintaining its integrity and future treatability.

A reversible approach

A key requirement from conservation specialists was that all works remained “re-treatable”.

This meant:

  • Minimal additional weight

  • No introduction of moisture-attracting materials

  • The ability for future conservators to access and treat the paintings

Ultimately, the risk of physical loss outweighed the impact of intervention — guiding the final solution.

Project completion

The project ran from March 2024 through to completion in July 2025.

While all heritage projects present unique challenges, the significance of the painted ceilings made this particularly special. Through careful investigation, collaboration and precision engineering, the structure was stabilised and strengthened — safeguarding these nationally important artworks for the future.

Ollie Daly