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If this is a SMF, you can't use the W14x61, it doesn't meet b/t ratio for seismic (53/SqRt Fy), you need to go to a W14x68 miniumum.  I would lean towards the W14x48, since you may require doubler plates in your column.
Mike Cochran.
In a message dated 9/27/2005 4:34:02 P.M. Pacific Standard Time, Jnapd(--nospam--at) writes:
Thanks you confirmed what I thought. Would you use a W14x48 or W14x61 ?
Joe Venuti
Johnson & Nielsen Associates
Palm Springs, CA