Crooked wall or cornice?
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Some things are not worth arguing for (choose your battles), but personally i cant stand anything that's visible. You have to live with it, not the builder. If you go around and find other out of tolerance items that don't bother you, you can play the "reasonable guy" card where you wont settle for some items, but will on others.
good luck
Frame def was out by .5-6 i.e gradually got worse the higher I measured
Before he does, you might want to measure the other two returns, ( i am assuming the section shown is where the ceiling pops up?)
you should check what the other lengths are? so you're not moving the problem to a different wall.
Cornice guy says he’ll try something to make it less obvious so will see what he does.
Frame def was out by .5-6 i.e gradually got worse the higher I measured
Frame def was out by .5-6 i.e gradually got worse the higher I measured
hence why the tolerances on plumb, straightness etc. are over 2M. It getting gradually worse over the length is not ok. Should have been checked before plaster then packed or straightened to ensure plaster went on properly. That was framers job, not the plasterers. Not an excuse for the plasterers poor job, but just so you're aware of what the genesis of the issue is.
Cornice guy says he’ll try something to make it less obvious so will see what he does.
Frame def was out by .5-6 i.e gradually got worse the higher I measured
Frame def was out by .5-6 i.e gradually got worse the higher I measured
hence why the tolerances on plumb, straightness etc. are over 2M. It getting gradually worse over the length is not ok. Should have been checked before plaster then packed or straightened to ensure plaster went on properly. That was framers job, not the plasterers. Not an excuse for the plasterers poor job, but just so you're aware of what the genesis of the issue is.
Funny enough the builder makes their own frames so it’s the builders fabrication issue (steel framing)
Cornice guy says he’ll try something to make it less obvious so will see what he does.
Frame def was out by .5-6 i.e gradually got worse the higher I measured
Frame def was out by .5-6 i.e gradually got worse the higher I measured
hence why the tolerances on plumb, straightness etc. are over 2M. It getting gradually worse over the length is not ok. Should have been checked before plaster then packed or straightened to ensure plaster went on properly. That was framers job, not the plasterers. Not an excuse for the plasterers poor job, but just so you're aware of what the genesis of the issue is.
Funny enough the builder makes their own frames so it’s the builders fabrication issue (steel framing)
same thing. Not the plasterers job to fix the plumbness of the frame is what i was getting at
Slight anticlockwise rotation at the top of the cornice and slightly clockwise at bottom should fix it back within tolerance.
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7/03/2024
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Thank you again Simeon.. I will call my certifier for that. Have a good day
27/06/2023
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can’t tell from the photo, a tie down rod will be 12mm, is it a steel beam? he should be able to work it out
2/07/2023
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