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Foundation settlement

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Does anyone know of a published standard that states what typical allowable foundation and or SOG settlements can be. I am looking for something similar to the allowable deflection criteria in table 1604.3 of IBC 2003 but for foundation settlement.


Also, is there a published Structural Engineers Code of Ethics or Standard of Care –




Mark L. Puccio P.E.,S.E.

MP-Squared Structural Engineers