• PROJECT CHALLENGES:

    Optimised ground floor level to obviate major retaining structures; conservation of historic monument; extensive structure in steel, reinforced concrete and glass; hydrotherapy pool

  • AWARDS:

    RSUA Design Award (winner), 2018

  • RSUA Regional Award (winner), 2018

Extensive educational facilities for the amalgamation of three special schools

A school for 350 pupils with physical, behavioural, and learning difficulties was developed on the hilltop site of an earlier school. There was no contamination, but the design team conserved a ‘rath’ onsite. Cut-&-fill determined optimal ground floor level without the need for major retaining structures. Taken off firm load-bearing clay, foundations are pad and strips with varying depths of trench fill. The main 2-storey (post primary) structure is a steel frame with pre-cast reinforced concrete floors. A large, glazed elevation illuminates rooms, and light wells brighten voids along a concourse that connects broad corridors and circulation spaces appropriate to a community ethos with vertical integration from 4 to 18. Pre-cast units support a roof garden and external breakout balcony; they also establish stepped terraces designed to serve as stairs, lecture space and social area within an acoustically appropriate space. The sports hall is a 2-storey portal frame with masonry infill panels to 1st floor level and translucent Rodeca cladding from 1st floor to roof. A reinforced concrete hydrotherapy pool with water-resistant admixture was designed to Eurocode 2 BSEN 1992 Parts 1 and 3. The 1-storey structure (primary block) has a curved masonry frame with a loose steel supporting roof and glazed atrium. Both the primary and post-primary blocks have cut-timber roofs. A social concourse connects 1-storey primary and 2-storey post-primary wings. It is framed with steel columns and curved storey-high trusses left exposed internally. New foul drains were designed to integrate with the local system; storm drainage includes attenuation to control gravity outflow to River Braid.

Contact

Belfast Office

107 Malone Avenue
Belfast BT9 6EQ

028 9066 7951

Derry Office

10 Ebrington Square
Londonderry BT47 6FA

028 7126 7115

Letterkenny Office

Colab Building, Port Road
Letterkenny, Co Donegal

+353 87 620 3111

Email

postbox@taylor-boyd.com

Contact