HI We have a workshop building targeting for LEED NC.

We are looking for other LEED experiences regarding an unexpected discovered archaeological finds during the excavation inside the and how we can treat this argument for SSP1.

After reading through the threads above, I didnt see a clear cut answer. Can I use ULEF composite wood on my LEEDv2009 job for IEQc4.4?

We have a project that is being built by a developer with a single tenant in mind.

In my models (both proposed models and baseline models) the surfaces of the zones are from the inside edge of the external walls to the center of the internal partitions.

How do I get a LEED-EBOM 2009 SSc3 prerequisite form?

I opted to use the LEEDonline provided VRP Compliance Calculator to show compliance with the IEQ p1. Upon completion of the form it says I am not compliant.

I have seen many comments in this forum stating that plug loads should be metered seperately from lighting loads. I'm not sure if seperating these loads is actually necessary.

Can this credit not be achieved in an existing building where one floor (not the top floor) is being assessed and the existing roof will be left untouched?

I am working on a LEED-EBOM project that does not qualify for a Portfolio Manager rating due to the fact that lab space makes up more than 10% of the building area.