2008-0851 Klahaya pool structural.pdfEagle Eye Consulting Engineers, P.S.
PO Box 523
Olalla, WA 98359
5oytjeter@centurytel.net
360 874 0562
Fax 360 874 0591
To: Theresa Umbaugh
City of Edmonds Building Dept.
1215' Ave N
Edmonds, WA 98020
Re: Klahaya Swim & Tennis Club Improvements
10307 238th St SW
Edmonds, WA 98020
Plan Review # 2008-0851 EECE # EDM 08-88
Plan review number 01
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.
STRUCTURAL COMMENTS
General
1. The geotechnical report is per the IBC 2003 and not the IBC 2006. Please submit
letter for the geotechnical engineers to confirm the report is still valid for the IBC
2006.
2. The design analysis of the pool wall appears not to include the 7H lateral load due
to the seismic force as per the geotechnical engineer report. Please modify
accordingly. PanGEO report sections Pool wall Design parameter Lateral Earth
Pressure.
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Plan Review Number 01
EECE#: EDM 08-88
Klahaya Swim & Tennis Club Improvements
Project Review # 2008-0851
3. The geotechnical report states the equivalent fluid lateral pressure shall be 50 pcf
but the analysis used 30 pcf. Please submit a letter from the geotechnical engineer
that 30 pcf is acceptable or redesign with the 50 pcf as required.
Sheet S-100 Structural Details Pool Shell
4. Please specify either in the detail or on the drawing where the 12", 8" and 6" is
required to be placed. For example, the 12' wall requires 12" wall with #6 @ 6"
O/C but the drawings do not reflect this. Please modify accordingly.
Sheet S-101 Pool Details
5. Detail 12: EOR, please specify the size and spacing of the beam shear ties. There is
12" square beam with 4#4 but the ties are not specified. The ties spacing shall not
d/2. ACI 11.5.6
Sheet S-102 Structural Floor Plan
6. Please provide analysis for the new 8" CMU wall. (Also for the 6" CMU). The
information submitted did not have any analysis to justify the reinforcement
specified. IBC 2101.2
7. EOR, please provide analysis of the opening in the CMU wall. There is a new door
that will require the bond beam per the notes.
8. EOR, please specify the required grade of steel for the masonry wall. IBC 2103.3
9. EOR, please note 90 -degree hook for the stem wall vertical reinforcement to the
spread footing.
Sheet S-103 Structural Plans & Details
10. Details: The detail state 3/8" CDX per notes but the general notes states'/2 with the
required nailing. Please clarify what is required and modify accordingly.
Sheet S -103A Structural Plan - Roof
11. Please list the new gable trusses as a deferred submittal. IBC 106.3.4.2
12. EOR, please clarify how the new trusses will be connected to the structures.
Nothing is specified how this will be attached. Please clarify upon the response.
Additional corrections may be required following receipt of corrections and
additional information as requested.
a ..
Page 3 of 3
Plan Review Number 01
EECE#: EDM 08-88
Klahaya Swim & Tennis Club hnprovements
Project Review # 2008-0851.
Your plans are being reviewed concurrently with the Building Department, Fire
Department, Zoning Department and Public Works Engineering Changes,
clarifications 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.
By:
Hoyt Jeter, P.E.
President