We are putting together a baseline of a high rise residential building. In Appendix G, it states that we need to use 19 w/gpm. However, in the commentary, it states that this is based off of 60' of head and 60% pump efficiency pump. In the Proposed, we have a pump in excess of 125' of head. The fact that our design has such a high head is hurting our comparison with the baseline.

Is there any way to alter this 19 w/gpm to align it more closely with the function of the actual building? Can we increase that value to closer to 40 w/gpm, which is the reality due to the increase in head required?

Thank you all in advance.