saveasteading

We found that our local bm was able to slash the price if we took a whole box. Minimal handling, no stocking, no losses, one transaction. As above £2 becomes 50p.

In case it helps in any way... I have suffered arch....etc surveys in kent i think 5 times. In none of them was the consultant responsible for trenches. We argued that the foundation excavation was sufficient to allow them to inspect. This kept the cost and disruption down, and remained in our control. The worst case was when they wanted the excavations to half depth for one inspection, then another at full depth. In reality there was clearly nothing there so they said carry on, but didn't reduce the fee. I met them on each occasion, and they were happy to explain that they were mostly looking for ditches, to complete a plan of ancient field boundaries. On another, it was a known Roman stopover. There were bits of pot all over but they didn't want any more. Could have been serious if we had found a footing or well etc. One job had no condition and they turned up on site, hoping we would let them look in the excavations. He got excited thinking he had found a roman road they knew was nearby. I explained it was a stratum of ironstone. Then they left. Lastly a known brickworks, infilled with filthy dirt. I complained that the survey was pointless because the works didn't reach the old buildings. Made it easy for them to agree by drawing cross sections. i e give them a non awkward exit. Hope that helps. Study your site. Ask what they expect to find. Question their proposal if excessive. Stand over them. They will be decent people, expert in what they do. But best not at your unreasonable expense. As it happens I am at a talk tonight about roman , and other, excavations. I'm wondering who is paying for the dig.

25mm would be used on a 30m span portal frame, albeit longer and into much more concrete. 12mm sounds fine. Eps is ok for sitting the floor on but not the structure. There is heavier duty material for that. Either build a heavy raft, or sit the structure onto the stone. I've done my bit on this now.

I used 4 x 4 timber packers from steel deliveries. Lapped them and screwed them together downwards and ends, and it is working fine after 4 years. I didn't bother with corner or side pegs. There is negligible load from the soil. If you practice 'no dig' the soil will stabilise permanently too. It becomes a crusty entity, crisscrossed by wormholes and good fungi. I don't fancy cutting the sleepers though, unless of course they are sitting there foc. I fear they might also distort dramatically when cut. Start collecting cardboard (without sticky tape) and newspapers to lay on the ground. They smother the grass and weeds, then rot away. The amount of worms in mine is amazing, due to compost and manure on the top over the winter.

This actually is a raft (as previous;y discussed) as it isn't sitting on anything other than eps....which isn't strong enough., the slab isn't thick enough, and needs more reinforcement. I fear the problem is trying to build it like a garden shed, esp cost-wise, but looking for house performance. Which is the priority?

Doesn't that reduce the suction significantly? Especially once it gets dirty. I was looking recently at the effect of an extended duct and bends, and it was much more than I had expected.

I dont like the exposed polystyrene on the outer face. It will get damaged, and isnt easy to fix or to fix a face onto. How about a compromise and use a thin but durable insulating board like Wedi Board? I would just use 12.5mm to take the edge off the cold bridge. but thicker is available. Sole plate to edge of concrete, then wedi over the concrete and the sole plate.

Unnecessary with a good and thorough brickie. But it does ensure that excess is not poking into the cavity, and that it is compressed. I think I might even pay a little extra for that. Flush should suffice though. How to check? Brickwork before inner block, makes it visible. Alternatively stick a hand down the cavity and feel between the bricks. Some 'brickies' have been doing it for days (they were labourers last week) , and aren't keen on questions. Diplomacy. Others are stunningly skilled. As with many trades the best ones don't seem to be working as hard but somehow do more in the time. Again diplomacy...they would do it properly anyway.

A fully mortared face between the perpendicular faces of adjoining bricks. For an amateur like me it is tricky. For some "bricklayers" also perhaps. And many will simply apply the minimum to the front edge for their ease, as they will usually get away with it.

What everybody else says.(some of it anyway) Then do your own test ( as ProDave and others). Tape over all fan and other ducts. Close or tape over window vents. Dont assume any builder understands airtightness. Then tell the testeron site that you need 0.8 ( or whatever) and are confident of achieving it. Difficult gaps to complete are at the eaves ( and there is a lot of it) and openings. Examine the detail, discuss with the builder. Supervise.

Tell them that their trench crosses your access and so please leave that bit undug. The likelihood is that this is simply a quick trench that they will examine the sides of , looking for traces of ditches and hedges. Not a slow thing with trowels and toothbrushes.

Yes. Presumably sometimes the chairing is less robust. Councils want houses.

Remarkably similar quotes. Maybe thank them and ask how many site hours and office hours they anticipate. And if there is there anything you can do for them to reduce the cost. When you eventually have them on site, it is a good idea to show great interest, ask what they are looking for and shadow them all day. Ie killing off additional research. I did that successfully....no roman road. I explained to the guy that ironstone is natural and it wasn't an old road.

I will drop out of this now as my views are quite strongly against converting a garage to habitation, then asking for more more parking, to the detriment of others. My instinct if a councillor would be "refuse", but the rules and precedents may be otherwise.

I've been to lots of planning committees. They have all been run very correctly, including severe guidance to any councillors ( from chair or the chief planner) who go off piste. Most members turn up without any preparation and take the lead from any councillor who speaks for or against. In truth they don't care much about 1 crossover outside their constutuency. I do feel that the councillors can be influenced by personal statements, and so they should as our representatives. Therefore it is important for either side to make use of the 3 minutes to speak.

That looks really dry and hard. Perhaps try a breaker with a spade bit?

I made this argument, officially on behalf of the parish, as creating one crossover was going to reduce on street parking by 2 or 3, where there is already a shortage. The planners couldn't understand it, even with a diagram, and didn't care. So I doubt you have any problem.

This isnt a raft. A raft is a very heavily constructed slab, linked to a ring beam, that all supports the structure. In your case the structure should sit on tge thickened edge which sits on the hardcore base. The slab supports you and furniture, and pir can do that. If it was a house, then you would take the footings deeper. I see this as a garden shed with insulation and draught proofing. People have a point though....will a skinny footing support the structure and stop it blowing away? So yes, dig a trench around and make the footing deeper and heavier. People on here aren't wrong becuase we are suggesting different solutions. We might all do it different ways depenfing on cost, performance and risk. It is make your mind up time soon.

Pir stops short of the edge by 150. Concrete at perimeter sits on the hardcore. Hard-core is min 150 outside the slab.

How about this? 100 hardcore with sand blinding. Dpm 25mm pir board. Dpm 100 concrete. wall plate on edge of concrete. Cladding oversails. Live with the heat loss the slab perimeter. Air to air heater/ chiller. Roof osb then battens and metal. The gap will allow a lot of the sun heat to dissipate. This will save you a lot of time and construction cost, and enough insulation to avoid the worst extremes. Logic? If heating the air only in daytime, by the time the slab has warmed up, you are turning it off again.

He is right. The ground has been disturbed. Only gives an indication of the ground conditions. I wouldn't be getting lab tests done. The ground will be typical all around the area and an SE or bco can tell by inspection. However, when your tree hole is dug, do poke at it, and take pictures for us here. And no reason why you can't take a sample. Dig a neat lump out and put it in a sealed container.

Much as it can be annoying, we shouldn't expect a planner to be expert in all these things. There used to be so much difference between which planner you got some being much too lax. But I never hesitate to question the report and recommendation and the planner can then take a view

Personally, I would get some type 1 or ballast even. Whack it down with a tamper. Then it will support the footings and wall, will not wash out, won't act as a soakaway, and you can dig neatly through it without collapse. If you use hardcore it might be fine but I can't say without seeing it. You are looking for something solid without voids. You could poss mix your stones up with some grit or sharp sand.

Do not backfill with the chippings. Not suitable next to the building. Put them in bags then either use as mulch or to brown bin, or to the garden waste at the tip. Backfill with stone, tamped hard.

I am rather surprised that the kit has not been made to do this. So I would seriously suggest to use the old 2 x 2 method of tamping. Just move a timber up and down in the concrete and it will mix and settle it, and remove air. It also merges the previous pour wit the new one, if soon enough and so loses a weak layer. Looking at that picture, though, there are skinny vibrating pokers that should fit in there. Ask the plant hire company to get one in. Wind speed at Wick is averaging 20km/h this week, up to 38km/h (10m/s.). That is windy. I am thinking Happy Valley's support inside and the scaffolding outside, wedged against the wall....and lots of stages. Somebody earlier mentioned the wind during construction. The building will create increased wind speed and forces during construction, so all edges are vulnerable until all the openings are closed. Adding the roof before infilling windows also increases the forces. It would be the same for timber of course, and it wouldn't be as heavy as concrete filled walls.