The latest version of LEED NC & CS v3.0 Addenda incorporates changes and improvements to LEED 2009 resources. However there are some considerations that were not clear. Find bellow some questions:

1 - The latest version of LEED NC & CS v3.0 Addenda, establishes in note with ID number 100000753, the default duration for metering type/autocontrol faucet equal to 15 seconds for the baseline and 12 seconds in design case. However the actual version of WEp1 Template doesn´t consider the duration of those fixtures, only the GPC (gallons per cycle) volume. The Template doesn´t allows two different durations in the same fixture and, when selecting the “metering” type of Public Faucet, the template only uses the GPC field so that the duration field is disregarded. How do I consider this change on template calculations?

2 - The latest version of LEED NC & CS v3.0 Addenda, establishes in note with ID number 100000754 that “kitchen sinks” category encompasses all sinks in public or private buildings that are used with patterns and purposes similar to a sink in a residential sink, including break room sinks. However the default calculation of WEp1, estipulate for kitchen sinks one daily use per FTE, with 15 seconds duration, not being a representative consumption for break rooms in office towers. Those buildings have commonly a small break room for large office areas, moreover, the great part of occupants have lunch outside the building. Usually in C&S projects it is not known the right percentage of occupants which use kitchen sinks in break rooms. In order to have a realistic scenario of water consumption, what is the daily use number that should be considered for kitchen sink use?

3 - The latest version of LEED NC & CS v3.0 Addenda, establishes in note with ID number 100000754 that "kitchen sinks" category encompasses all sinks in public or private buildings that are used with patterns and purposes similar to a sink in a residential kitchen. However professional grade / commercial faucets such as those used in a commercial kitchen would not be included. Based on this consideration, we have some questions:
• In a building with large refectory for the occupants, if there are kitchen sinks in the professional kitchen, how do I consider the water consumption for this type of fixture, since its water consumption in such project is representative?

• Considering that pre-rinse sprays are used only in professional / commercial grade kitchens, in which cases should pre-rinse sprays be considered in the calculations?

Could somebody help me?

Bests regards.