The Mintroom Dunstable LU5

Winston Churchill Pub, Dunstable LU5

Case Study: The Mintroom Dunstable LU5 Project Overview Existing Building Characteristics The existing structure is a two-storey building comprising: Commission & Scope of Work PSL Engineers were formally commissioned to undertake a comprehensive engineering assessment for the conversion of the former Winston Churchill public house into a fully fitted-out restaurant. The primary engineering challenge involved … Read more

Avnei Kodesh Synagogue Hackney E5

Jewish Synagogue, Hackney E5

Case Study: Engineering and Relocation of the Mikveh at Avnei Kodesh Synagogue Project Overview Background & Challenge Avnei Kodesh Synagogue is located on the ground floor of a modern, four-storey commercial/mixed-use building featuring a 6-metre high retaining wall at the rear. PSL Engineers were commissioned to perform a comprehensive survey of the existing building and … Read more

All Saints Church, Highams Park E4

All Saints Church, Highams Park

The existing church building was built to the designs of the Gothic architect John Lee and Sons in 1897, and incorporates red brick facades with Bath Stone dressings. Following an initial inspection PSL Engineers were appointed directly by the Church of England to complete structural assessments and remedial specifications for the leaning East Gable and Window, the South Window, and the leaning gables to the original entrance porch.

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Lighthouse Cathedral Nunhead SE15

cathedral nunhead se15

Case Study: Lighthouse Cathedral Structural Stabilization & Remedial Works Project Overview Background & Historical Context The site original contained a historic church building that was destroyed during WWII wartime bombing in 1940. The present building was subsequently constructed on the site and achieved Grade II listed status in 1972. Present day operations of the site … Read more

St Michaels and All Angel Church Crawley RH11

St Michaels and All Angel Church, Crawley RH11

Case Study: St. Michael & All Angels Church Crawley RH11 Project Title: Structural Engineering Services for New Extension at St. Michael & All Angels Church Location: 10 Church Road, Lowfield Heath, Crawley RH11 0PQ Client: Seventh Day Adventist Church Architect: JAIA Architects Overview & Heritage Context St. Michael’s & All Angels Church is a Grade … Read more

Kensington & Chelsea SW5

Kensington & Chelsea cover

Case Study: Longridge Road SW5 Project Overview This case study examines the engineering and remodelling works undertaken at a prominent residential asset in West London. Commissioned by the Metropolitan & Thames Valley Housing Association (MTVH), the project involved upgrading and extensively remodelling existing hostel accommodations. Architectural services for the scheme were led by Urban Habitat … Read more

Maria Montessori School, Hampstead NW3

Maria Montessori school Hampstead NW3

Case Study: Maria Montessori School NW3 Project Overview Scope of Work & Engineering Services Pineapple Structures Ltd was commissioned to provide comprehensive structural engineering consultancy for the property. The scope of work encompassed: Methodology & Engineering Approach

St Johns Church of England School, Buckhurst Hill IG9

Old-1. ST JOHNS CHURCH OF ENGLAND SCHOOL, BUCKHURST HILL IG9

A new build two storey load bearing masonry building with ground bearing insitu concrete ground floor, precast concrete first floor, diaphragm roof and mass concrete strip foundations. The structure was designed as class 2B over two storeys to meet requirements of Part A3 of the Building Regulations for educational buildings. (Pre-PSL).

Broxbourne School EN10

Broxbourne school en10

Case Study: The Broxbourne School EN10 Project Overview Structural Framing & Materials Robustness & Regulatory Compliance Digital Coordination & Delivery

St Albans Catholic Primary School, Molesey KT8

St Albans Catholic Primary School, Molesey KT8

A new build two storey load bearing masonry building with ground bearing insitu concrete ground floor, precast concrete first floor, diaphragm roof and mass concrete strip foundations. The structure was designed as class 2B over two storeys to meet requirements of Part A3 of the Building Regulations for educational buildings. (Pre-PSL).