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At 04:18 PM 9/29/98 +0100, you wrote:
I'm having problem designing the ties requiered for a  pier per U.B.C. 1994 sec 1809.5.2.2.  Can someone explain the values need it to obtain the spacing?
thank you
Francisco Duarte
Lea and Sung Engineering, Inc.
Tel: 1-510-887-4086
Fax: 1-510-887-3019

Also look at Chapter 3 of the SEAOC blue book for reduction in tie spacing.

Also for future reference see section 1809 of the internation building code for additonal rationale regarding reinforcement of cast in place concrete pile foundations.