GS Renovation removes load-bearing walls across Merton, from the bay-fronted Victorian terraces near Wimbledon Common to the Edwardian streets around Morden and Mitcham. With over 30 years of structural work in SW19, SW20, CR4 and SM4, we take out the wall between kitchen and dining room, install an engineer-sized steel beam and open the ground floor up properly.
Opening up Merton's terraced ground floors
The bay-fronted terraces across Wimbledon, Mitcham and Morden nearly all share the same layout: a front reception, a middle room and a narrow kitchen tucked into the rear closet wing. The wall dividing those two front rooms usually carries the joists above, so it cannot simply be knocked out. We start with a structural engineer who calculates the load and specifies the right steel beam for the span.
Once the beam is sized, we set concrete padstones at each bearing so the load spreads safely into the brickwork, prop the ceiling securely and take the wall down in careful stages. The steel goes in level, the props come out and the opening is finished flush. In these SW19 and SW20 homes we routinely span the full width so the front-to-back sightline is completely clear.
Party wall and building control in Merton
Because Merton's terraces are built in continuous rows, the beam supporting your new opening often bears into the party wall shared with next door. Cutting a bearing pocket or loading that wall is notifiable under the Party Wall Act, so you serve notice on the adjoining owner before any steel is lifted into place. You serve those notices as part of the job.
Removing a load-bearing wall is structural work, so it falls under the Building Regulations rather than planning permission, and Merton Council's building control inspects and signs it off. We coordinate the inspections, hand over the engineer's calculations and provide the completion certificate. Unless you are in a conservation area and altering the exterior, no planning application is needed for this internal work.
Reading a Merton house before design
Merton's stock runs from Victorian villas near Wimbledon Common to interwar semis around Morden, and survey findings differ sharply between the two. In the older houses we expect solid brick spine walls, lime mortar and shallow footings. In the 1930s stock we expect cavity external walls, a concrete ground floor, and internal walls that may be blockwork or even studwork despite genuinely carrying load from above. Where a garage or a rear addition was added later, the join between old and new construction is checked as well.
In both we look for the same evidence. Which way the joists run, whether anything above lands on the wall, and whether previous owners have already altered it. A surprising number of houses have had an opening formed on a timber lintel decades ago, and that constrains what can be done now. We record all of it, hand it to the engineer, and let the design come from facts rather than a standard detail.
- Spine wall openings in Victorian and Edwardian terraces
- Assessment of whether a wall is load-bearing
- Rubble bagged and cleared as the work progresses
- RSJ and steel beam installation to the approved design
- Structural engineer's calculations arranged and followed
Why Merton Homeowners Choose GS Renovation
Merton homeowners choose GS Renovation because one accountable team handles the whole job: the engineer's beam design to your neighbour, safe propping and staged demolition, and building control sign-off. We work tidily in your occupied home, protect floors and keep dust down, and back it all with 30+ years across SW19, SW20, CR4 and SM4.
- Photographs kept at each stage for your records
- Pipework, cables and radiators diverted before demolition
- Rated 4.9 from 31 reviews on MyBuilder
- Materials priced at options, so you choose the finish
- Joist ends properly supported once the masonry is out
- Downstand and flush beam options priced at quotation stage