George

Yes but the use of agricultural land to avoid inheritance tax seems to be a more recent trend. A cap or stronger limits that the owner is actually farming would help.

Agricultural sector doesn't have the cash to pay 40% of the estate every 20 years or so. And the subsequent devaluation of land may make paying an inheritance tax impossible anyway. Realistically you'd probably find that land is owned by large corporations which then becomes landlords for tenant farmers. Essentially the corporations will become the Lords of the modern world. But experience around the world shows that owner occupiers make more efficient use of agricultural land. Actual profit margin is around £200/hectare, depending on many factors. So more like a century or two.

Ehhh brickwork cracks. I'd suspect leaking or broken drains being the most probable cause. Check them, repoint, maybe crack stitching and crack monitoring should be enough. You'll never be able to eliminate the worse case causes from visual inspection alone but they are unlikely.

It'd cause glorious chaos in food production if that were introduced. Mind you, the likes of Dyson and others shoving their money into farmland does make things harder for actual farmers. Value of land Vs income from food production bears little relationship these days.

Are they wobbly?

Thanks - didn't know about the lap screw. Corrugated fibre cement is still a popular choice for ag buildings.

Can I just check my understanding... for square sections you don't put fixings through the crown, only tight into the flat sections. For corrugated roofs it's the other way around and the fixings only go through the crowns.

Oh it just sounded like there was more you could say but I wasn't expecting a name and shame exposé on BuildHub.

Thanks It'd depend on where the internal walls are. If there aren't enough internal walls (allowing full roof trusses to span across and support the dormer) then you likely need steels to provide a ridge beam and dormer support. So it might depend on the internal layout and your neighbours might have something different that does allow it to work.

Ideal would be to excavate around and provide shuttering over the drain and backfill when the concrete has cured. This is to prevent the wet concrete damaging the drain and you know the surcharge hasn't damaged it during construction.

I don't know anyone that way and bit far for me but would you mind putting up some snippets of plans? I am intrigued by them thinking they need steel.

I think it is unlikely the piers would pull out (although would have to run the calculation to be sure), but there is a lack of bracing in the walls and roof, and no holding down / restraint straps in the superstructure (roof, walls) down to the foundation. For 100mph gusts on a lightweight roof every rafter will want some sort of strap.

Ooh tell us more. There is CROSS for anonymous safety reporting as well.

They can block around and lintel over. I've be tempted to get the brickies to build a closed cavity (build blocks across the end of the cavity) where the drainage pipes are, to act as the formwork for the cavity fill.

I think if it was steel structure, say forming a u shape back to the sides then it's a straightforward design job. The devil will be in the details. Usually edge protection is not designed to that detail by the SE - essentially the supplier would do it using whatever standard system they sell and the SE checks the forces on the main structure.

The Building Regulations can't cover every eventuality but it'd be Part K. I would say that because there is no fall risk along that edge then you do not need the full edge protection. It would essentially be a 'demarcation' barrier. However, I would make the demarcation barrier suitable for p3.3 in Part K - that is, it can't be climbed over/defeated by children. So it'd basically have to be full edge protection except for the full restraint forces... so in reality, probably just the same as along the other two edges. Note that the flat roof area does need to comply with p3.4 as green roofs do need occasional maintenance, so be prepared to justify the lack of guarding on that section of roof.

Do a walk round with a structural engineer, they might have a few suggestions on repairs to carry out.

Type A + C for me. And over a long time period the Type A is essentially just slowing the amount of work the Type C needs to do. Main thing is to stick to a single warranted system.

Sounds quite a lot of mesh but unless there's a good reason not to, I just revert to the hollowcore manufacturer's detail.

Yes - you need to bind the slabs together to form a two directional diaphragm. This is similar to the grout on beam and block - hollow core slabs always have an upwards deflection. It's fairly minor on short spans but still too much for tiling. The cost of floor leveller would be eyewatering

The ends kick up because the gable is masonry so doesn't settle. Sometimes changing from clay to concrete tiles can exacerbate the sag or it just happens over time. So long as there's no signs of distress in the timber and the roof is watertight, it's usually not a problem .

That is talking about shallow pitched roofs. The other reason for a ridge beam is if you have a vaulted roof. In which case the roof pitch is irrelevant (unless it's flat!).

You cannot built a vaulted roof in the same way as a traditional or truss roof. You should talk to a structural engineer about what you want to do. Essentially you need a ridge beam (not a ridge board) to carry the rafters to prevent lateral thrust on the walls / reduce it to a manageable level.

Yeah although that's always an issue. If cover is tight you can do flying ends or use loose bars to lap the mesh layers.

The high chairs are for within the mesh. At the very edge the u-bars will do the job of keeping the top mesh supported.