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URM lateral loads

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When reinforcing a URM wall with new shotcrete to take all the the lateral
loads, should the latearl force be per sectino A110.0 of 1997 UCBC or should
it be per the 1997 CBC.  Basically the URM walls are all going to have new
shotcrete walls.  The URM walls will not be used to resist any lateral

Thanks in advance

Marlou B. Rodriguez
Biggs Cardossa Associates Inc.
Structural Engineers
1871 The Alameda, Suite 200
San Jose, California 95126