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<DIV dir=ltr align=left><SPAN class=953581818-12052009><FONT face=Arial
color=#0000ff size=2>Shoot, I was thinking of the fenestration distribution
change in Addedum A. Sorry all.</FONT></SPAN>
</DIV><BR>
<DIV class=OutlookMessageHeader lang=en-us dir=ltr align=left><SPAN
class=953581818-12052009><FONT face=Arial color=#0000ff
size=2>-Cramer </FONT></SPAN>
</DIV>
<DIV class=OutlookMessageHeader lang=en-us dir=ltr align=left><SPAN
class=953581818-12052009> </SPAN>
</DIV>
<DIV class=OutlookMessageHeader lang=en-us dir=ltr align=left>
<HR tabIndex=-1>  
</DIV>
<DIV class=OutlookMessageHeader lang=en-us dir=ltr align=left><FONT face=Tahoma
size=2><B>From:</B> Robby Oylear [mailto:robbyo@rushingco.com] <BR>
<B>Sent:</B>
Tuesday, May 12, 2009 2:05 PM<BR>
<B>To:</B> Cramer Silkworth;
christopher.zabaneh@ibece.net<BR>
<B>Cc:</B>
bldg-sim@lists.onebuilding.org<BR>
<B>Subject:</B> RE: [Bldg-sim] ASHRAE 90.1
building rotation reasoning<BR>
</FONT><BR>
</DIV>
<DIV></DIV>
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<DIV class=Section1>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 11pt; COLOR: #1f497d; FONT-FAMILY: 'Calibri','sans-serif'">I
think you’re mistaken. You may be thinking of addenda a which
removes the requirement to spread all glazing equally across all orientations of
the building. Which addenda removes the requirement to rotate your
building? <o:p></o:p></SPAN>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 11pt; COLOR: #1f497d; FONT-FAMILY: 'Calibri','sans-serif'"><o:p> </o:p></SPAN>
</P>
<DIV>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 11pt; COLOR: navy; FONT-FAMILY: 'Franklin Gothic Demi','sans-serif'">Robby
Oylear,</SPAN><SPAN
style="FONT-SIZE: 11pt; COLOR: #004080; FONT-FAMILY: 'Franklin Gothic Demi','sans-serif'">
</SPAN><SPAN
style="FONT-SIZE: 11pt; COLOR: navy; FONT-FAMILY: 'Franklin Gothic Demi','sans-serif'">LEED</SPAN><SPAN
style="FONT-SIZE: 8pt; COLOR: navy; FONT-FAMILY: 'Franklin Gothic Demi','sans-serif'; POSITION: relative; TOP: -2pt; mso-text-raise: 2.0pt">®</SPAN><SPAN
style="FONT-SIZE: 11pt; COLOR: navy; FONT-FAMILY: 'Franklin Gothic Demi','sans-serif'"> AP</SPAN><SPAN
style="FONT-SIZE: 11pt; COLOR: #004080; FONT-FAMILY: 'Franklin Gothic Demi','sans-serif'"><o:p></o:p></SPAN>
</P>
<P class=MsoNormal><I><SPAN
style="FONT-SIZE: 10pt; COLOR: navy; FONT-FAMILY: 'Calibri','sans-serif'">Mechanical
Engineer<o:p></o:p></SPAN></I>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; COLOR: navy; FONT-FAMILY: 'Calibri','sans-serif'">direct:
206.788.4571<o:p></o:p></SPAN>
</P>
<P class=MsoNormal><I><SPAN
style="FONT-SIZE: 10pt; COLOR: navy; FONT-FAMILY: 'Calibri','sans-serif'">cell:
206.354.2721<o:p></o:p></SPAN></I>
</P>
<P class=MsoNormal><U><SPAN
style="FONT-SIZE: 7.5pt; COLOR: blue; FONT-FAMILY: 'Arial','sans-serif'">www.</SPAN></U><SPAN
style="FONT-SIZE: 8pt; COLOR: #1f497d; FONT-FAMILY: 'Arial','sans-serif'"><A
title=blocked::http://www.rushingco.com/ href="http://www.rushingco.com/"><SPAN
style="FONT-SIZE: 7.5pt">rushingco.com</SPAN></A></SPAN><SPAN
style="FONT-SIZE: 11pt; COLOR: #1f497d; FONT-FAMILY: 'Calibri','sans-serif'"><o:p></o:p></SPAN>
</P></DIV>
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<P class=MsoNormal><B><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Tahoma','sans-serif'">From:</SPAN></B><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Tahoma','sans-serif'">
bldg-sim-bounces@lists.onebuilding.org
[mailto:bldg-sim-bounces@lists.onebuilding.org] <B>On Behalf Of </B>Cramer
Silkworth<BR>
<B>Sent:</B> Tuesday, May 12, 2009 11:02 AM<BR>
<B>To:</B>
christopher.zabaneh@ibece.net<BR>
<B>Cc:</B>
bldg-sim@lists.onebuilding.org<BR>
<B>Subject:</B> Re: [Bldg-sim] ASHRAE 90.1
building rotation reasoning<o:p></o:p></SPAN>
</P></DIV></DIV>
<P class=MsoNormal><o:p> </o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; COLOR: blue; FONT-FAMILY: 'Arial','sans-serif'">Christopher,</SPAN>
<o:p></o:p>
</P>
<P class=MsoNormal> <o:p></o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; COLOR: blue; FONT-FAMILY: 'Arial','sans-serif'">One of
the addenda to 90.1 removes this requirement and the use of addenda is
accepted by USGBC, so you don't need to waste your time.</SPAN> <o:p></o:p>
</P>
<P class=MsoNormal> <o:p></o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; COLOR: blue; FONT-FAMILY: 'Arial','sans-serif'">-Cramer</SPAN>
<o:p></o:p>
</P>
<P class=MsoNormal> <o:p></o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 7.5pt; FONT-FAMILY: 'Arial','sans-serif'">J. Cramer
Silkworth</SPAN> <o:p></o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 7.5pt; FONT-FAMILY: 'Arial','sans-serif'">Transsolar
Inc.</SPAN> <o:p></o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 7.5pt; FONT-FAMILY: 'Arial','sans-serif'">Technical consulting
for energy efficiency and user comfort in buildings. Stuttgart - Munich - New
York</SPAN> <o:p></o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 7.5pt; FONT-FAMILY: 'Arial','sans-serif'">134 Spring Street
Suite 601</SPAN> <o:p></o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 7.5pt; FONT-FAMILY: 'Arial','sans-serif'">New York, NY
10012</SPAN> <o:p></o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 7.5pt; FONT-FAMILY: 'Arial','sans-serif'">212-219-2255</SPAN>
<o:p></o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 7.5pt; FONT-FAMILY: 'Arial','sans-serif'"><A
href="mailto:silkworth@transsolar.com">silkworth@transsolar.com</A></SPAN>
<o:p></o:p>
</P>
<P class=MsoNormal><o:p> </o:p>
</P>
<DIV class=MsoNormal style="TEXT-ALIGN: center" align=center>
<HR align=center width="100%" SIZE=2>  
</DIV>
<P class=MsoNormal style="MARGIN-BOTTOM: 12pt"> <B><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Tahoma','sans-serif'">From:</SPAN></B><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Tahoma','sans-serif'"> Christopher Zabaneh
[mailto:christopher.zabaneh@ibece.net] <BR>
<B>Sent:</B> Tuesday, May 12, 2009
1:33 PM<BR>
<B>To:</B> bldg-sim@lists.onebuilding.org<BR>
<B>Subject:</B>
[Bldg-sim] ASHRAE 90.1 building rotation reasoning</SPAN><o:p></o:p>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'">What is the original
reasoning behind the ASHRAE 90.1 Appendix G building rotations through 0, 90,
180 and 270 degrees?</SPAN> <SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'"><o:p></o:p></SPAN>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'"><o:p> </o:p></SPAN>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'">If the building is
only going to have one orientation, why go through the trouble of rotating and
averaging the building values when there should be only one base case?</SPAN>
<SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'"><o:p></o:p></SPAN>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'"><o:p> </o:p></SPAN>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'">Are steps being taken
by ASHRAE or the energy modeling community to change this?</SPAN> <SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'"><o:p></o:p></SPAN>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'"><o:p> </o:p></SPAN>
</P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'">Thanks kindly,</SPAN>
<SPAN
style="FONT-SIZE: 10pt; FONT-FAMILY: 'Arial','sans-serif'"><o:p></o:p></SPAN>
</P>
<P class=MsoNormal><B><SPAN
style="FONT-SIZE: 8pt; COLOR: gray; FONT-FAMILY: 'Arial','sans-serif'"><o:p> </o:p></SPAN></B>
</P>
<P class=MsoNormal><B><SPAN
style="FONT-SIZE: 8pt; COLOR: gray; FONT-FAMILY: 'Arial','sans-serif'">Christopher
F. Zabaneh</SPAN></B> <B><SPAN
style="FONT-SIZE: 8pt; COLOR: gray; FONT-FAMILY: 'Arial','sans-serif'"><o:p></o:p></SPAN></B>
</P>
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style="FONT-SIZE: 7.5pt; COLOR: gray; FONT-FAMILY: 'Arial','sans-serif'">B.Sc.Eng,
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