Splashbacks and upstands in Fish Island

Yes. Fish Island is on the patch, and the postcodes we work here are E3. It is worked on our east London run, along with the rest of Tower Hamlets. A free-parking street with cars both sides can still leave the van forty metres away, and that distance is carry, not driving. Panels come off the van in one trip where possible, since a tall piece handled repeatedly is a piece asking to be chipped. That is why they are crated the way they are. Template and fit both happen at the property, so there is nothing to drive to and nothing to collect.

Original brickwork is uneven by ten millimetres or more across a bay, so the back edge is scribed to the actual face rather than to a line. Setting proud is usually the better call: it reads as a deliberate detail rather than a bad fit, and it avoids trying to scribe stone to a surface that has no consistent plane. A hundred millimetres covers more than it looks. Where a column lands in the run the template plots its actual outline so the stone is cut to fit around it rather than stopped short and filled. It is usually what pushes a job towards a 100mm upstand instead of a full-height panel, because an upstand rides what a panel exposes. The obstruction sets the joint, not the wall.

There is no leaning a piece against a wall halfway up, so any flight longer than a dozen treads is planned around a rest point on a landing. Splashback panels are lighter than a worktop and far more awkward, because a tall thin piece has to be carried on edge and cannot be tilted to clear a turn. Panels are carried on edge from the tail lift to the wall. Where the van can pull up level with the gate the pieces are handled the fewest times, which is what actually protects them. Splashbacks are normally the last thing off, so a short parking window is exactly when they get rushed. Long panels and long carries do not mix.

Not particularly. It would be easy to say yes and leave it there. What the research on this patch actually lists is worktop fabrication and worktop installation. That is about what people have here rather than how it gets done. It is quoted, cut and fitted exactly the same way here as anywhere else on the patch. Where a family has been living around a building site for months, the finish date carries more weight than any other part of the specification. Splashbacks and upstands are cut from the same slab run at the same time, which is the only way the batch actually matches. One damaged panel, one twin already on the shelf. An open-plan extension puts the worktop in the middle of the living space, so it is looked at from the sofa as well as worked on. Ordered later from a different batch, the match is not reliable exactly where the pieces meet. Sockets move on site far more often than plans do.

Power and waste come up through the floor, and where they surface decides which cabinet can hold a sink and which one cannot. The same shape decides where splashback pieces break, and a joint in a corner reads as a detail while one in a clear run reads as a mistake. Panel height is set by the extractor. Material runs £110 to £550 per square metre supply only, and templating, fabrication and fitting each get their own line.

Exposed structure means the back edge is not a straight line at all, and a scribe of fifteen or twenty millimetres across a run is normal. A tall panel that fits at the worktop will stand off the wall at the top unless the wall is dubbed out or the panel is scribed. Height follows the sill, not the plan. Decide and build the backing method, scribe, subframe or board, before the template, because the templater is measuring to that face and not to the brick. Access in a tenanted flat depends on the tenant, so the template and fitting dates are agreed with whoever actually holds the keys. A 100mm upstand is the low-maintenance answer, and full-height stone is the one that has to be committed to early. The tops and the wall are rarely one approval.

Variation past what packing can take up has to be corrected in the carcasses before we cut, because the template records the units as they stand. Levelling belongs in the carcasses, on their own legs and packers. An island is where this usually shows, standing free with no wall to level against. A deep scribe comes out of the nest, so how far the stone has to be relieved changes which part of the slab the piece is cut from. Where the wall cannot be made good, setting the stone deliberately proud on a subframe with a shadow gap reads as a detail rather than a bad fit. Scribed along the top edge as well.

Our own installers do the carry, so there is nobody in the middle to argue with about it. A dropped pan years later is a different question, and stone is remade rather than filled either way. A remade piece is cut from the same slab run wherever the slab allows, because a replacement from another batch will not match across a join. Pendant fittings over the stairwell and anything hung on the half-landing come down first, because a piece on edge sweeps a wider arc than the people carrying it. It is usually the full-height panels rather than the tops that will not make the turn, and that only shows up when they arrive. The frame they travel in needs the clearance as well.

A seal is not waterproofing. It only buys time to wipe a spill up. Where a top takes wine, oil and lemon most days, the non-porous materials ask least of the household. Upkeep is settled when the slab is chosen, since it belongs to the material rather than the fabrication. Steel columns and downstands land where the frame put them, which is frequently in the middle of what would otherwise be a clean run. Setting the panel proud on a subframe with a shadow gap reads as a detail; scribing to raw brick rarely does. The plaster behind it is the real question.

Hoisting through a window is occasionally the answer, and it is a decision made at the template, not improvised on the fitting day. Every piece goes in by hand and stone does not bend, so the tightest turn on the route sets the longest piece. A communal flight is out of use while a piece is on it, so the carry is timed so nobody is trying to pass on a half-landing. Where the route is tight we break a long splashback at a natural vertical joint instead of forcing one panel through. A vertical break is easier to live with than a cracked panel.