Yeah as long as the machine people have one that size.Sounds like it might be easier to go for a 750 bucket
Yeah as long as the machine people have one that size.Sounds like it might be easier to go for a 750 bucket
Eccentrically positioned walls on foundations is frowned upon and will not please your BCO. I'd suggest a minimum 'toe' of 100 - 150mm projection beyond the wall face, depending on bearing strata.That's one of the things I was wondering about. Is there a rule about footing width v wall width? You can build a wall offset on a foundation so presumably there isn't a minimum spacing to footing edge?
Hi,Were using the latest 90mm Unilin rebated stuff. Very expensive and shít to fit.
Yes, horrendous. 10mm isn't really a gap as far as two leaves of masonry are concerned.Is using standard PIR with a 10mm gap a real challenge to build with? Cheers
BC must be a bit of a thicko, building a wall centrally placed on 600 wide 150 deep footing, whether it be 350 thick or 300 thick exerts the same bearing pressure on the founding strata. Taking it a step further and assuming a 200 deep foundation a 200 wide wall would also exert the same pressure.Foregoing assumes cavity insulation/space does not add to the overall weight of the wall.Well Part A of the Building Regs (pg 37) gives minimum foundation widths in varying ground conditions for differing loads. But, apart from building on rock, the table doesn’t refer to a wall width.
If you want to build a 350mm wall on a 600mm foundation you’re either going to need to give your BCO some chat, or get a SE to prove it’s OK.
Diagram 23 of Part A stipulates what the minimum thickness of the foundation should be in relation to the the dimension P, not what P should be in relation to the foundation depth. In essence you could have a foundation 150 deep bedded on rock only as wide as the supported wall as per Table 10.I suspect Mr BC is merely going by Part A which stipulates that the foundation should be 300mm wider than the wall, assuming a depth of 150mm.
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