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</o:shapelayout></xml><![endif]--></head><body lang=EN-US link=blue vlink=purple><div class=WordSection1><p class=MsoNormal><span style='color:#1F497D'>Amanda,<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'><o:p> </o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>By my inspection, your ASHRAE 55 requirement is not going to be a 1-degree drift-point; at minimum according to Section 5.2.5 and the referenced table 5.2.5.1 on cyclic variation limits, your 2-degree drift-point is okay from an ASHRAE 55 perspective, assuming your units are I-P units and not SI units.  If you’re looking at temperatures in degrees-C, your drift-point would be 1.1-degree.  Is there a different section you’re interpreting the 1-degree drift-point requirement?<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'><o:p> </o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>On the second question, my read has always been that ASHRAE 90.1-2007 Table G3.1(1)(a) requires (“shall”) that your proposed energy model “be consistent with the design documents, including…HVAC system types, sizes, and controls;…”  So if your project is attempting EQc7.1 and claiming thermal comfort as demonstrated by compliance with ASHRAE 55 that claim says your design meets the requirements of that standard.  In doing so, your energy model must account for the same control as documented in the design documents and it would be inferred that this includes drift points and other design specifications used to confirm compliance with ASHRAE 55.<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'><o:p> </o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>Just my personal take – hope it helps!<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'><o:p> </o:p></span></p><p class=MsoNormal><b><span style='font-size:7.5pt;font-family:"Verdana","sans-serif";color:#1F497D'>Jeremy R. Poling, PE, LEED AP+BDC</span></b><span style='color:#1F497D'><br><br></span><span style='color:#1F497D'><o:p></o:p></span></p><div><div style='border:none;border-top:solid #B5C4DF 1.0pt;padding:3.0pt 0in 0in 0in'><p class=MsoNormal><b><span style='font-size:10.0pt;font-family:"Tahoma","sans-serif"'>From:</span></b><span style='font-size:10.0pt;font-family:"Tahoma","sans-serif"'> equest-users-bounces@lists.onebuilding.org [mailto:equest-users-bounces@lists.onebuilding.org] <b>On Behalf Of </b>Martz, Amanda<br><b>Sent:</b> Tuesday, August 09, 2011 10:31 AM<br><b>To:</b> equest-users@lists.onebuilding.org<br><b>Subject:</b> [Equest-users] LEED 2.2 IEQ 7.1 vs. EA prereq 2<o:p></o:p></span></p></div></div><p class=MsoNormal><o:p> </o:p></p><p class=MsoNormal>Hi,<o:p></o:p></p><p class=MsoNormal>I did an equest model based on ASHRAE 90.1 2007 for LEED 2.2 EA prereq 2. Another credit IEQ 7.1 states that the building needs to abide by ASHRAE 55 which requires a 1 degree driftpoint. I modeled the building having a 2 degree driftpoint in equest, and I think I will not meet the unmet hours requirement if I switch it to 1 degree.<o:p></o:p></p><p class=MsoNormal><o:p> </o:p></p><p class=MsoNormal>Is this even necessary? IEQ 7.1 does not state that I need an energy model, and EA prereq 2 does not state that I have to meet ASHRAE 55. If I put a 1 degree driftpoint into equest it’s going to go crazy.<o:p></o:p></p><p class=MsoNormal><o:p> </o:p></p><p class=MsoNormal>Thanks!<o:p></o:p></p><p class=MsoNormal><o:p> </o:p></p><p class=MsoNormal style='line-height:15.0pt'><span style='font-size:8.0pt;font-family:"Arial Black","sans-serif"'>Amanda E. Martz, EIT, LEED AP</span><o:p></o:p></p><p class=MsoNormal style='margin-bottom:12.0pt;line-height:15.0pt'><span style='font-size:8.0pt;font-family:"Arial Black","sans-serif"'>Mechanical Engineer<o:p></o:p></span></p><p class=MsoNormal style='line-height:15.0pt'><span style='font-size:8.0pt;font-family:"Arial Black","sans-serif";color:black'>KlingStubbins</span><span style='font-size:12.0pt;font-family:"Times New Roman","serif"'><o:p></o:p></span></p><p class=MsoNormal style='line-height:15.0pt'><span style='font-size:8.0pt;font-family:"Arial","sans-serif"'>2301 Chestnut Street<br>Philadelphia, Pennsylvania<br>19103<o:p></o:p></span></p><p class=MsoNormal style='line-height:15.0pt'><span style='font-size:8.0pt;font-family:"Arial","sans-serif"'>P 215.569.2900, ext. 3612</span><span style='font-size:12.0pt;font-family:"Times New Roman","serif"'><o:p></o:p></span></p><p class=MsoNormal style='line-height:15.0pt'><span style='font-size:8.0pt;font-family:"Arial","sans-serif"'>F 215.569.5963<br>E <a href="mailto:amartz@klingstubbins.com">amartz@klingstubbins.com</a> <br>W <a href="http://www.klingstubbins.com/">www.klingstubbins.com</a></span><o:p></o:p></p><p class=MsoNormal> <o:p></o:p></p><p class=MsoNormal><o:p> </o:p></p></div></body></html>