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Originally Posted by Wrexter
Ive send you an email with the standard attached
but i got this from it
Maximum deviation from plumb within a storey from a vertical line through the base of the member
Structural tolerance
The lesser of ±10 mm per 3 m of height or 0.05 times the thickness of the leaf
Non-structural facework tolerance
±10 mm
Maximum deviation from plumb in the total height of the building (from the base)
Structural tolerance
±25 mm
Non-structural facework tolerance
±25 mm
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What about Maximum horizontal or vertical deviation of a surface from a plane surface (bow) in any 2 m length.
A diagram I have is 5mm stuctural tolerance or 3 mm Non structural framework tolerance. What does "Non structural framework tolerance" mean.
The affected walls in my case are face brick.