New Building Oh Dear!!

Clive

Staff Member
Arable Farmer
Location
Lichfield
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

This is key - all drawings should be signed of by a customer. Last week I was involved with a dispute on my house where 3 expensive rooflights had been ordered the wrong size for the holes. The man that signed off the drawings is responsible not me so he (or his insurance) will cer the cost, Had I signed then the responsibility would rest with me
 
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
 

spin cycle

Member
Location
north norfolk
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:eek:
 

David.

Member
Mixed Farmer
Location
J11 M40
Looks 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.
 
Location
Suffolk
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
 
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

£400 a load?? Are you buying crushed gold :D
 

Honest john

Member
Location
Fenland
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?

That's all standard, it's ready for your concrete.

If you don't want to concrete the floor for now, then Concrete a ring beam, & blind off the floor.

You will be pleased at the point when you do eventually concrete the floor.

As another poster said the Stantions need concreting in end of story.
 
Oh dear, looks like a lack of proper communication and drawings.

Always a good idea to get a set of elevations drawn up and signed off before a wheel is turned on any machine. Ideally get a set drawn up yourself for planning, then send them for tender.
 

DrWazzock

Member
Arable Farmer
Location
Lincolnshire
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.
 

foxbox

Member
Location
West Northants
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.

But the OP stated he didn't want a concrete floor? Concrete solves the problem but it's a very expensive fix if he'd intended to have an earth floor or similar instead.
 

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