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Letter for Joist Evaluation on 2019-063 Delaney Res (YLH)
Kris Bennett <kris@designintel.com> Fri, Jul 31, 2020 at 3:20 PM
To: Michael Kuhn <midriverswest@gmail.com>
Cc: Josh Wood <josh@designintel.com>, Jeanine Harrop Hansen <admin@designintel.com>, drdelaney53@gmail.com,
rjdelany@rof.net
Michael,
The single log header above that window is okay as a 12" Round West Wood Wall Log 30 even with the extra span for
the bucks with the settling gap. Also, to me it looks like the electrician used the precut holes that come with the joists
so I don't think that's an issue. Let me know if you need anything else from us.
Thanks,
Kris Bennett, P.E.*
*I D,WY,MT,UT,CO,AZ,WA,OR,NV,MN
Design Intelligence LLC
1037 Erikson Dr.
Rexburg, ID 83440
Phone 208-359-1461
Fax 208-359-0740
Email kris@designintel.com
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[Quoted text hidden]
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DESIIGN ENCE LLC
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Date: July 22, 2019
The Right Fit
TEL 208.359.1461
FAX 208.359-0740
({R IS @ DESIG N I NTE L.COM
To: Garfield County Colorado Building Department
Subject: Delaney Residence
File No: 2019-063
Dear Sir or Madam,
1037 ERIKSON DRIVE
REXBURG, ID 83440
WWW.DESIGNINTEL.COM
The plan south walkout basement wall shall be changed from concrete to framed wall on the above -
referenced Design Intelligence LLC plans dated 4/29/19. The wall shall be an S1 shear wall (as noted on
page S4) with (4) Simpson STHD10 hold downs equally spaced along the wall.
Please call if you have further questions.
Kris Bennett, P.E.
Design Intelligence, LLC
07/22/19
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Date: June 22, 2020
The Right Fit
TEL 208.359.1461
FAX 208.359-0740
KRISPDLSIGNIN I EL.COM
To: Garfield County Colorado Building Department
Subject: Delaney Residence
File No: 2019-063
Dear Sir or Madam,
1037 ERIKSON DRIVE
REXBURG, ID 83440
WWW.DESIGNINTELCOM
The 9.5" BC 6000-1.8 DF joists at 12" o.c. spanning 4'-0" shown on page S2 of the above -referenced
Design Intelligence drawings dated 8/13/19 have been evaluated for cutting (3) holes laid out as
follows:
4" DIA.
r— I" DIA.
CENTERED
' ALONG FLANGE
With holes sized and located approximately as shown, the joists are adequate as sized without any
additional reinforcing added.
Please call if you have further questions.
Sinrely,
Kris Bennett, P.E.
Design Intelligence, LLC
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