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Submit 2 sets of revised plans/documents to the Permit Coordinator.
❑ Corrections may be made by red lining plans/documents on file with the City.
DATE FAXED (Attach fax transmittal) PAGE � OF
Eagle Eye Consulting Engineers, P.S.
PO Box 523
Olalla, WA 98359
hoytjeter@centurytel. net
360 874 0562
Fax 360 874 0591
To: Ron & Sheri Honeycutt
16719 Cobblestone DR
Edmonds, WA, 98037
Re: Honeycutt Garage Addition
8615 187th PL SW
Edmonds, WA, 98020
Plan Review # 2007-0929
Date: October 1, 2007
EECE # EDM 07-40
Structure
Existing
Area Stated
SF
New Area
S.F.
Main Level
Exiting Residence
1958
New Exercise Room
?
?
Total
Existing Garage
523
Garage
684
Total
?
Porch
56
Grand total
?
?
The above referenced project is in the process of plan review for compliance with
Edmonds ordinances and applicable codes. The following comments,
deficiencies/corrections must be addressed prior to completion of plans review and
subsequent issuance of permits.
Provide revised plans and calculations along with a written response to each of the items
listed below to facilitate a shorter back -check time.
SCOPE OF REVIEW
The scope of this review is for the Structural requirements of this project.
All features were checked only to the extent allowed by the submittals provided. All
portions of this project are assumed to meet or will meet other departmental requirements,
conditions and concerns before permit approval.
Page 2 of 3
EECE#: EDM 07-40
Honeycutt Garage Addition
STRUCTURAL COMMENTS
Sheet Al: General Notes/ Site Plan
1. Please update the general note to state nailing shall be per the TBC 2006 and not the
2003 TRC. There are many changes between the codes and the 2006 is the adopted
code since July 12007, R table R602.3.1
Sheet A6: Foundation Plan/ Details
2. Please submit analysis for the retaining wall per the IBC 2006. Walls exceeding 4'
of retained soil are required to be engineered and with appropriate details. This has
not been submitted at this time. IBC 1806
Sheet A7: Roof Framings/ Details
3. On Sheet A6 existing bearing wall is being removed and a beam is being added.
Please submit analysis and details for this new beam being added to transfer the
design loads. Also, please specify the required beam size to support the required
design forces.
4. Please add to the drawing the required post base connections for the new 4x6 wood
column supporting the ridge beam. This is bearing on a concrete wall below and a
base connection is required to be specified.
5. Please specify the required post and connection for the new (2) 2x 12 added.
Nothing is specified at this time.
6. Please provide details on the drawings for the framing of the new ridge line. It
appears the existing ridge line is changing and it is not clear how this will be
framed.
7. In order to use the alternate brace panel the header shall be a minimum of
3"X11.25" net size. Drawings state 5-1/4X9-1/2. Please modify the drawings to
state a depth of 12" and not 9". Figure R602.10.6.2
8. The drawing show a new upper level being added without any lateral resisting
elements. Please clarify the lateral resisting elements at this area.
Additional corrections may be required following receipt of corrections and additional
information as requested.
Your plans are being reviewed concurrently with the Building Department, Fire
Department, Zoning Department and Public Works Engineering. Changes, clarifications
Page 3 of 3
EECE#: EDM 07-40
Honeycutt Garage Addition
or additional corrections may be required subsequent to the Building Department plan
review when comments are received from the other concerned departments.
Should you have any inquiries regarding this letter, please contact Hoyt Jeter at (360) 874-
0562 between 8:00 a.m. and 5:00 p.m.
In
Hoyt Jeter, P.E.
President