For references purposes we are going to keep this page up on LEEDuser, but future discussion threads on PIf3 should go to that forum on our site.

We are keeping this forum up for reference purposes, but now that LEEDuser has a single dedicated forum to PIf3, we are directing all discussion over to that page

For recycled content of concrete, I followed the "Sample Supplementary Cementitious Materials Calculation" in the LEED reference guide to find the recycled content value.

I am trying to estimate the occupant load for table PIf3-4. Our project will have visitors and patients in addition to staff.

I am filling out my first EAP3 form and it won't allow me to add anymore systems beyond the first ten.

We are currently working on a multiphase development in which the foundation of one building is being completed while another is being demolished.

As a project design team interviews manufacturers about providing sustainable, stackable housing units, could a comprehensive focus on their process as well as product garner an innovation point?

Sorry, might be a stupid question: in our case the pre-development is a demolished building complex. Do we calculate the post-development against the previous development or the undeveloped condit

Hi, is there some document that specifies precertification requirements for EAp2 (eventually for all prerequisites and credits in LEED CS 2009)? Thnaks for advice. Frank

We are running preliminary water calculations to verify that we meet the WEp1 requirements. The project will have 2 usage groups, the homeless patrons and the staff.