![]() |
JS Engineering Design
Ltd. Consulting Structural Engineers Recent projects |
|||||
| Below are details of a selection of our recent projects. | ||||||
|
||||||
| Centre for Outdoor Managemement,
Education and Training, Cumbria Campus at Newton Rigg, Penrith Client: University of Central
Lancashire |
||||||
![]() |
This is the new Centre for Outdoor Management, Education and Training building, completed in 2005. It has a mix of seminar and office rooms, with a business centre and shops on the ground floor. | |||||
The structure is a combination of loadbearing masonry and steel framing. Interesting aspects of the building design are the curved wall at the left-hand end, the zigzag profile of the front wall and the stair tower at the right-hand end. |
![]() |
|||||
| The masonry
zigzag wall of the offices is directly over the shop
fronts at ground floor level. Our design catered for this
using steel framing to support the weight of the masonry,
but without intruding into the shop floors and shop
fronts below. The stair tower is framed in steelwork. This allowed curtain wall glazing to be used flooding the stairway with light. |
||||||
| Sunnygill Barn, Ousby,
Penrith Client:
S Daley |
||||||
| A redundant stone walled field barn has been converted into two very attractive holiday cottages, Corn Rigg and Rusby Barn.They can be booked with Lakes Cottage Holidays. The barn needed a new roof, new first floor and the existing ground floor had to be lowered. | ||||||
| To provide sufficient headroom to introduce a first floor, the ground floor had to be as low as possible. When the ground was dug out to form the ground floor, the foundations along part of the rear wall became exposed and had to be underpinned. | ![]() |
|||||
![]() |
However, this was further complicated by the external ground level being a lot higher than the inside and the rear wall actually being the site boundary as well. We devised a way of successfully underpinning the wall accessing it only from the inside. | |||||
| Part of the character of old buildings is the bulges and bumps evident in the walls. This property is no exception. | ||||||
![]() |
With our structural detailing and careful construction by the builder, we retained the existing frontage - although there is quite a significant bow to the side of the archway. (Bottom 4 photos courtesy of Cumbrian Cottages) | |||||
| Scattergate Close,
Appleby-in-Westmorland Client: Eden Housing Association Ltd.,
Penrith, Cumbria |
||||||
| Four two-bedroom homes to rent were created from a brownfield site in Appleby. JS Engineering Design were engaged to provide engineering services for the project. | ![]() |
|||||
| We undertook a ground investigation and found that the ground under the site was soft and highly variable. Pile and ground beam foundations were designed to overcome the poor ground conditions. Ground beams take the place of the strip footings to support the walls of the building and transfer the loads to the piles. Structural design of trimmer beams for the first floor were also provided. | ||||||
Industrial Units, Gilwilly Industrial Estate, PenrithClient: Stewart Dixon
|
||||||
| This project involved the construction of two adjacent light industrial units. The units are structured with steel portal frames with steel sheet cladding and brickwork wrapping around the lower sections of the walls. The ground conditions are poor and the industrial units set at different levels. So the foundations needed careful design to cope with the conditions and to incorporate the retaining walls at changes in level. | ||||||
![]() |
||||||
| Cow House at
Castlehowe Scar, Cumbria Client: D & A Barbour |
||||||
A redundant stone outbuilding, formerly a cow byre, which had few sound walls and no roof, has been converted into very smart 5* holiday accommodation, which can be booked with Lakes Cottage Holidays. |
||||||
| JS Engineering Design was engaged to design a new roof with traditional pegged oak timber trusses, purlins and beams and undertake structural checks on the existing masonry walls. We also assisted with trial pit investigations to determine ground conditions. | ||||||
The resulting accommodation is delightful with a roof open to the new trusses which have been built to a high standard. Carpentered mortice and tenon joints, held in place with wooden pegs, rather than bolts, help create a traditional appearance. |
||||||
| The form and details of the roof perfectly complement the simple internal arrangements and decoration. Some of the original stone walls are exposed, adding to the charm. The design also cleverly incorporated original circular masonry piers into the design as doorways. | ||||||
The client commented: Being new to all this building stuff, John could so easily have bamboozled me into believing I had to pay more or wait longer. He was brilliant and did neither, even though there was an extra blip to contend with later on. Thank you! |
||||||
| Quaysiders Club,
Ambleside Client:
Quaysiders Club Ltd. |
||||||
| A managers house and club lounge cum reception have been constructed to add to an existing holiday accommodation. | ![]() |
|||||
| The buildings are in masonry. The ground proved to be poor and pile foundations are used with ground beams to support the buildings. | ||||||
| The club reception has an interesting roof shape incorporating a traditional timber truss at the entrance and glulam timber purlins inside. | ![]() |
|||||
| Climbing Wall, Cumbria Campus at
Newton Rigg Client: King Kong Climbing Walls |
||||||
| The Cumbria
Campus at Newton Rigg wished to install a climbing wall
facility, nine metres high by six metres wide, in an
existing steel portal frame building. JS Engineering
Design Ltd. was engaged to check the structural stability
and structural safety of King Kong Climbing Walls'
design, including providing supporting structural
calculations. |
||||||
![]() |
The final result allows for a variety of climbing situations. There is a 2 metre wide platform on top of an overhanging buttress. There is a Real Rock Area incorporating various cracks, pockets and other natural features, which is topped with a belay ledge for instructional sessions. | |||||
| Ashton Golf Centre,
Lancaster Client:
Ashton Golf Centre |
||||||
| Ashton Golf Centre constructed a golf shop and cafe bar extension with a balcony overlooking the golf course. The building is constructed in rendered and stone masonry with a timber balcony. | ![]() |
|||||
![]() |
The interior has clear span timber roof and floors supported on steel beams. | |||||
| Holme Head Mills, Carlisle Client: Crowther Homes Ltd. This complex of old mill buildings had fallen into disrepair. Our client is imaginatively transforming the complex into attractive and desirable living accommodation along the riverside. This is a large ongoing project and we are involved with the latest phase of four buildings. The buildings are solidly constructed with brickwork walls and timber floors supported on a variety of timber, steel and cast iron beams and columns. |
||||||
| Our contribution was to survey and report on the structural condition of the buildings and to provide advice, structural design and details for the repairs and alterations needed. We have also designed road layouts, and foul and surface water drainage. | ![]() |
|||||
| Industrial Unit, Hartness Road,
Penrith Client:
Stewart Dixoxn |
||||||
![]() |
This is a steel portal frame building clad in brick and steel sheet cladding. We were engaged to undertake the site investigation and design of the structure and foundations. | |||||
| The external concrete hardstanding is reinforced with fibres instead of traditional steel reinforcement. This made the hardstanding easier and cheaper to construct. | ||||||
| Chocolates Factory, Orton Client: Kennedy's Fine Chocolates |
||||||
![]() |
An extension to the cafe is needed at their busy chocolates factory shop. We provided the design of the roof structure for the extension using traditional timber truss and purlin construction to blend in with the existing stone built school house. | |||||
| Conversion of Bells garage, at
Cliburn, Penrith Client: Camerada Ltd. |
||||||
| A redundant garage and chapel have been imaginatively converted into four attractive housing units. The site is awkward with high ground levels at the rear. | ![]() |
|||||
![]() |
The existing stone buildings were retained and sympathetically converted to residential accommodation. | |||||
| The high ground levels at the rear necessitated the design of a new retaining wall. This became part of the rear wall of the houses to maximise the floor area within the houses. The floor and roof structure were replaced - again to maximise the available internal space. | ||||||
| The Institute, Appleby, Cumbria Client: Eden Housing Association
Ltd. |
||||||
Before: |
The former Institute on The Sands, Appleby, has been transformed from a dilapidated, single storey building into 3 two-bedroomed residential units, over two floors. |
|||||
JS Engineering Design Ltd. was engaged to undertake a structural assessment of the property & advise on proposed alterations. |
After: |
|||||
| Other
Clients include: Cumbria County Council JS Engineering Design Ltd., The Office, Mardale Rd., Penrith, Cumbria, U.K. CA11 9EH. |
||||||
| © JS Engineering Design Ltd. |