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Exposed CLT tower goes up in London under new fire regulations

Words:
Stephen Cousins

Piercy & Co brought in timber and fire safety specialists early to ensure the nine-storey, structural timber office block satisfied post-Grenfell regulations

Model of 38 Berkeley Square front facade by architects Piercy & Co
Model of 38 Berkeley Square front facade by architects Piercy & Co Credit: Piercy & Co

What’s thought to be the first tall exposed timber building in the UK to achieve Building Control compliance following last year’s changes to fire regulations is taking shape on site in London.

The nine-storey, 85,000ft2 commercial office at 38 Berkeley Square in Mayfair was designed by architect Piercy&Company for client Astrea and features a hybrid steel and exposed cross-laminated timber (CLT) frame with exposed timber floors and soffits.

Engineering consultancy Elliott Wood was employed by the client to provide specialist construction advice and BIM consulting, including the strategy for compliance with fire safety regulations.

An innovative approach to compliance was required due to an awareness that current fire safety standards would not adequately cover the design of exposed combustible structural materials, including engineered timber. 

The fallout from the Grenfell Tower disaster also demanded a different mindset, said George Georgiou, director at Elliott Wood: ‘There was a change of attitude in the insurance market and in the London Fire Brigade and approved inspectors; there were no clear routes to compliance.’

As a result, the project team chose to adopt a first principles, ‘deterministic’ approach to proving fire performance, based on detailed calculations and a focus on upfront design. This involved proving the timber surfaces would auto-extinguish without loss of stability or fire compartmentation.

  • An image of a typical internal floorplate, showing the exposed CLT floor panels sitting within a steel frame
    An image of a typical internal floorplate, showing the exposed CLT floor panels sitting within a steel frame Credit: Piercy & Co
  • A high quality BIM model helped reduce clashes and build confidence in the fire safety strategy
    A high quality BIM model helped reduce clashes and build confidence in the fire safety strategy Credit: Piercy & Co
  • The 85,000ft2 project includes 9,000 sq ft of retail/gallery space at ground and lower-ground floors and 7,500 sq ft of landscaped terrace gardens
    The 85,000ft2 project includes 9,000 sq ft of retail/gallery space at ground and lower-ground floors and 7,500 sq ft of landscaped terrace gardens Credit: Piercy & Co
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Elliott Wood first evaluated the risks associated with building in timber and drew up a strategy for implementation with the client. Specialist contractors, including structural timber contractor B&K, were brought onboard during the pre-tender stages to develop a solution that would satisfy the requirements of the London Fire Brigade, approved inspectors and insurers.

Sweco Building Control was asked to regularly assess and comment on the proposals during design, while a Switzerland-based timber calculations specialist crunched the numbers to demonstrate that the building would not present an increased fire risk.

The thorough testing of the timber planks and junctions with the steel frame was undertaken by one of the leading European test specialists using test data from equivalent arrangements. The final design was evidenced and endorsed by The Fire Surgery using that extensive test data. The overall design and approach was then rigorously assessed and approved by third party reviewers RISE Sweden, Sweco Building Control and the London Fire Brigade, ensuring that the building will meet the highest safety standards.

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