Most recent activity
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Do update with photos/details when you figure it out, I'm looking at a similar design for my shed (still very much on paper at the moment) albeit with a timber frame not steel. Any reason why you're not running the long length vertical with the noggins horizontal?
Also anyone know of a decent & free roof joist span/thickness calculator?
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Only since a couple of hours ago to be fair (not that that justifies a 160 mile round trip)
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I think you'll have to bust it to get to the 2nd screw under the handle. Good news is they don't take a lot of force to break.
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Hard to quanitfy I know, but assuming the wall could take the load, how much weight could you reasonably expect to hold on a setup like that? It's the kind of thing I was thinking for a kilner jar rack that would probably see in excess of 100kg of static load.
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Cheers, yeah was going to give the local planning office a call/email to ask the question.
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Thanks, that video is really helpful.
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Yeah I'll likely build a small retaining wall at the side to maintiain an air gap and create a small platform for water butts and such.
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Well the front will hopefully be level with a deck, so if I just pile some earth up around the sides then I guess that counts as 'ground level'?
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Tried the plum wine today. Not overly impressed, quite sharp, I might have left it to long in the barrel. Hopefully it mellows with age.
Cheers, I was thinking of 3 or 4x shield bolts through a french cleat, but the wall is the unknown. It's concrete block, but I don't know much more than that. It's moot as I can't get hold of the factory to make it for me since things opened again.