FAQs about EAp2 :

Our project has a large process load—75%. Despite our efforts to make an efficient HVAC design, the cost savings are minimal. What can we do to earn this prerequisite and be eligible for LEED certification? Is there any flexibility in how we model the p

Can SHGC be higher in the proposed than in the baseline model?

Our process load is higher than 25%. Do we have to justify that?

Do I need to justify the electrical and fuel rates I am using in my model?

Our local code references ASHRAE 90.1-2010. Should I use that for my documentation, or 90.1-2007?

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The project is built on a site with existing exterior lighting installed. How should this be accounted for?

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How commonly are the 90.1 mandatory compliance forms submitted as part of EAp2/EAc1?

The Section 9 space-by-space method does not include residential space types. What should I use?

Can the Passive House Planning Package (PHPP) be used to energy model for LEED?

Is it acceptable to model a split-type AC with inverter technology compressor as a heat pump, like modeling VRF?

Can the Trace 700 'LEED Energy Performance Summary Report' by uploaded to LEED Online in lieu of the Section 1.4 tables spreadsheet?

A portion of our building envelope is historic. Can we exclude it from our model?

Which baseline HVAC system do I use if my building has no heating or air conditioning?

For an existing building, do I need to rotate the model?

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Forum discussion

CS-2009 EAp2:Minimum Energy Performance

Receptacle equipment in a Core&shell office building

When using Table G-C in User's Manual for ASHRAE Standard 90.1-2010 to define the receptacle equipment power density in an office building, shall I assume that even the Servers power density is included in this reference value of 8.1W/m2 (0.75W/ft2)? In that case there is no need to handle the server rooms with seperate HVAC systems than the one per level, as refered in G3.1.1 exemptions. Any thoughts?

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Wed, 12/11/2013 - 17:00

It may depend on how much server energy use is associated with that particular project. If it is expected to be relatively small then you could justify including it as part of these values. If there may be larger server room kinds of uses beyond the norm then it would not be appropriate. Using the values in G-C is appropriate if there is no way of knowing what will be installed. Ideally you should model the actual expected plug loads in the spaces as accurately as possible.

Wed, 12/11/2013 - 16:48

Hello Marcus and thanks for your reply. Is there any references for what type of servers are considered to be the norm? According to the mechanical engineer the server installed power is a typical one for office buildings in Sweden where the building is located, but that might differ from the norm in the US. Any suggestion for references to look up about this issue?

Wed, 12/11/2013 - 17:08

I would tend to use what is typical for your location before I would use the Table G-C values. If you can cite a source of information on what is typical in Sweden or typical of the type of tenants you tend to get, that would be better than using Table G-C which is supposed to represent the norm in the US. The whole idea is to model the project as accurately as you can within reason.

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