I know what you mean @RWG Contracts it would get right up my nose to. But I can't help it! Once bitten twice shy.
I know what you mean @RWG Contracts it would get right up my nose to. But I can't help it! Once bitten twice shy.
Back to the op have you checked your eves height yet?
Did they supply drawings for you to check before hand? As I said go and check your height from bottom of panels to top of your eaves plate and see if that's the height you ordered
he shouldn't have to...job should be done right....when we send stuff off farm we can get it rejected/deducted...even sent back at our expense
to many companies selling stuff ....all glossy...then pee poor service/back up
ref to 'syrian rubble' in poor taste IMO
Hang on though all this could be a misunderstanding is whatvim trying to say. If he's order at shed that's 14' from ffl to eaves height and his eaves height to bottom of panels is 14 then that's right.
The mistake here could be the rep ringing up where do you want your panels, the op has said 2" above base plates. That could have been mistaken as 200mm above base plates (8")
its very easy to blame someone who isn't here to defend themselves
you're telling me that second photo is correctly finished
i would think you not far of the mark there it looks like one of the bases has been shuttered up above the ground levelLooks like a bit of a pain to sort out if you do not plan to concrete the floor.
Is the back corner panel 2" off the floor? because they would not slope the panels to match the site.
Phone calls are useless! Talking and waving your hands about are also just as useless. What is needed here is a set of accurate drawings. Simples. Then discussions can start. From where I sit and I'm in the middle of doing almost exactly the same as this, there has been a communication error NOT backed up by a PROPER SCALE DRAWING! Showing the elevations, datum and FFL.
It's an easy job to sort but @ £400 per wagon load for quality 75mm down crush, and all the prep including blinding for the DPM, then the concrete on top, not a cheap fix.
SS
Anybody had similar problems with a new building ? These panels were supposed to be 2" off the ground but have been put up 8" off the ground and they wont put it right. Would need to bring rubble from Syria to bring it up but then we have lost nearly a foot in building height? Anyone any idea what I can do please?
Not sure why the stantions necessarily need concreting in. We had a 80 X 60 shed built with bolted down stantions. It stood for 5 years with no concrete over the footplates like a Dutch barn. Granted there were six bolts per foot. If the roof is correctly braced against wind forces why would the force on the feet be anything other than downward and would a few inches of concrete really provide much resistance to bending force anyway? And with a tensile breaking force of at least 50 tonnes and the weight of the panels I don't think it's going to take off.
They need grouting under though.
Looks a standard job to me. Just needs some stone and a decent concrete floor. Jobs a good'un.
I cannot understand how you would to pour a floor only 2" thick, even on hard standing, and not end up with it cracking and separating under traffic.