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Construction Tolerance

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My client is attempting to install a curtainwall system on a 20 story
building.  The post tensioned slab edges are out of plumb by as much as 5
inches.  It is almost impossible to build a plumb wall on this building.

 Guess what. The concrete contractor says he is within tolerance.

Anyone know what is acceptable for the tolerance?  Is there an ACI standard?

Any thoughts would be greatly appreciated.

James A. Sadler, SE
Jasco Pacific, Inc.
550-D Industrial Way
Fallbrook, CA 92028
1-760-723-8136 Fax

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