search.noResults

search.searching

saml.title
dataCollection.invalidEmail
note.createNoteMessage

search.noResults

search.searching

orderForm.title

orderForm.productCode
orderForm.description
orderForm.quantity
orderForm.itemPrice
orderForm.price
orderForm.totalPrice
orderForm.deliveryDetails.billingAddress
orderForm.deliveryDetails.deliveryAddress
orderForm.noItems
38


PROJECT REPORT: RESIDENTIAL RETROFIT & REFURBISHMENT


The architects had to carve out spacious modern flats from a distinctly ungenerous layout


preservation of not just of the concrete, but the bricks too.


A condition survey of the structural frame was crucial for the performance specification and repair strategy, which included removing areas of defective concrete and corroded reinforcement. Where exposed rebar was significantly corroded, bars were locally cut out and replaced with new welded rebar primed for repair mortar.


The building had largely stood the test


of time, and the only major demolition required was around the entrance areas, where the removal of flat units opened up space for new double-height lobbies. The bricks were largely undamaged and the original mortar only needed repointing where existing windows had been removed. Nevertheless, some 60 years of weathering, decay and mould-growth made it uncertain how well the bricks would clean up to match the original.


Historic England wanted the fire skin (the outer skin of the brick), left undamaged, which ruled out an abrasive, or chemical clean. Instead, a low-pressure ‘Jos’ clean, typically used in stone conservation work, removed any staining without chemicals.


WWW.ARCHITECTSDATAFILE.CO.UK


The existing concrete frame was also repaired and cleaned as part of the work. Combustible materials are banned for use in external facades of buildings higher than 18 metres, so apart from the outer skin, the wall build up, including the structural block work and plaster, was removed and replaced with a steel framing system, cavity insulation and new plaster. This made it possible to bring new windows back into the thermal line, with pressed aluminium reveals adding depth to the facade. Preserving as much as possible for the existing structure, in line with the listed status, raised challenges when trying to resolve issues with thermal performance and cold bridging, and put a focus on insulating every surface of every room. This lowered the already restrictive floor-to-floor height to just 2.215 metre, versus at least 3.1 metres in a modern building. Extensive thermal imaging work carried out on Phase One and modelled by Greengage, found that the balcony cheeks (side walls) were acting as a major cold bridge, so between 60 mm and 100 mm of Rockwool was applied to the reveals to help insulate concrete beams going back into the structure. Balcony floors and door


ADF SEPTEMBER 2024


Page 1  |  Page 2  |  Page 3  |  Page 4  |  Page 5  |  Page 6  |  Page 7  |  Page 8  |  Page 9  |  Page 10  |  Page 11  |  Page 12  |  Page 13  |  Page 14  |  Page 15  |  Page 16  |  Page 17  |  Page 18  |  Page 19  |  Page 20  |  Page 21  |  Page 22  |  Page 23  |  Page 24  |  Page 25  |  Page 26  |  Page 27  |  Page 28  |  Page 29  |  Page 30  |  Page 31  |  Page 32  |  Page 33  |  Page 34  |  Page 35  |  Page 36  |  Page 37  |  Page 38  |  Page 39  |  Page 40  |  Page 41  |  Page 42  |  Page 43  |  Page 44  |  Page 45  |  Page 46  |  Page 47  |  Page 48  |  Page 49  |  Page 50  |  Page 51  |  Page 52  |  Page 53  |  Page 54  |  Page 55  |  Page 56  |  Page 57  |  Page 58  |  Page 59  |  Page 60  |  Page 61  |  Page 62  |  Page 63  |  Page 64  |  Page 65  |  Page 66  |  Page 67  |  Page 68  |  Page 69  |  Page 70  |  Page 71  |  Page 72  |  Page 73  |  Page 74  |  Page 75  |  Page 76  |  Page 77  |  Page 78  |  Page 79  |  Page 80  |  Page 81  |  Page 82  |  Page 83  |  Page 84