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Fwd: Construction Tolerances

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I am interested in the opinions of others regarding the following:

1. What would you (as an engineer, not homeowner) consider as an
acceptable settlement for wood framed residential slab on grade
construction?

I am well aware of the many factors which one needs to account for in
response to this question, here is what prompted my post...

I have had a rule of thumb bounced off me by numerous design
professionals over the years of 1/4" in 20', but... no one seems to know
where this came from.

2. Does ACI or any other source give placement tolerances for this type
of construction?

Mark


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