Forum quick links
Existing Chiller in 100% building construction refurbishment
CS-2009 EAc1:Optimize Energy Performanceposted by heinrich post on
I am wondering how to handle an existing chiller in a LEED C&S project. The building of the C&S project got 100% refurbishment for the building constructions. The central chiller plant has
Default percentage for removal of TSS by dislodging in a lagoon
NC-2009 SSc6.2:Stormwater Design—Quality Controlposted by marisol cano on
Hello to all. Hope you can help me with this one.
M&V for C&S buildings of varying occupany when complete
CS-2009 EAp2:Minimum Energy Performanceposted by Tony Schafer on
I have another question related to my last one regarding M&V and the energy model.
peak flow calculations for 24-hr duration
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Chris Olson on
Hello - My question is in regards to the 2-yr, 24-hr requirement for calculating peak runoff rate.
How to quantify a evaporation rate
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Brian Lodes on
I was hoping I could get some advice on obtaining the quantity requirement of SS CR 6.1. We are trying to obtain this credit on an approximate 19 acre site.
Defining Casework/Millwork (MRc6, IEQc4, MRc5)
posted by Simon Sue on
For a current project we would like to clarify how LEED defines casework/millwork across multiple credits: If we would like to pursue MRc6: Design for Flexibility, using the last option "use movab
How to buy the HC Reference Guide ?
posted by Mike Barker on
I can't find where to buy the Healthcare Reference Guide - it's just not listed on the website ? I must be doing something wrong ?
green roof
NC-2009 SSc6.2:Stormwater Design—Quality Controlposted by Emmanuel Pauwels on
We will install an extensive green roof in our project. Does anyone know what the runoff rarte is and how much TSS are captured by 2.7 inches of substrate?
TSS removal efficiency % table?
NC-2009 SSc6.2:Stormwater Design—Quality Controlposted by Kash Boodjeh on
What is the best resource for finding TSS removal efficiency for various BMPs? Is there a table or reference to base our #s off of since we don't have calculations or on-site monitoring?