20080806074733.pdfEagle Eye Consulting Engineers, P.S.
PO Box 523
Olalla, WA 98359
hoytjeter@centurytel. net
360 874 0562
Fax 360 874 0591
To: Marie Harrison
1215" Ave N
Edmonds, WA 98020
Re: Lift Station 7 & 8
209 West Dayton
Edmonds, WA 98020
"ms's
AUG - �5 plpr, I
BUILDING DEpT,
Plan Review # 2008-0545 EECE # EDM 08-64 (2)
Plan review number 02
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 and Ordinance 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.
Please note the sheet pile shorinz was not
submitted upon this response.
Page 2 of 5
Plan Review Number 02
EECE#: EDM 08-64 (2)
Lift Station 7 & 8
2008-0545
ORDINANCE COMMENTS
General
1. The site plans does not show the distance from the plot lines. Please add this to
the drawings. IBC 106.2 This appears not to be addressed at this time.
2. 2. Please list clearly all deferred submittal on the drawings. IBC 106.3.4.2 This
appears not to be addressed at this time
STRUCTURAL COMMENTS
General
3. S. Please provide a key of the analysis to show which pile design is far which pile.
It is not clear based off the information submitted at this time. The response state
this is not the responsibility of the HDR but the contactor. Please submit the
required information from the contractor in order to complete the review.
4. 6. The shoring wall used a program prepared by eiviltech. Please submit the
manual or portion of the manual specific for this project for review. Without this
information there is no way to tell if the program is design to the most current
adopted code. The references specified are not in the IBC reference standards.
The response state this is not the responsibility of the HDR but the contactor.
Please submit the required information from the contractor in order to complete the
review
5. 9. Please add to the drawing the required inspections for the pile foundations. IBC
table 1704.8 The response states this is not the responsibility of the HDR but the
contactor. Please submit the required information from the contractor in order to
complete the review
Sheetl of 4 Sheet Pile Shoring
6. 11. The drawings have three sections A -A noted. It is not clear which sections shall
be used where since they have the same call out. Please modify in order to
complete the review. The response state this is not the responsibility of the HDR
but the contactor. Please submit the required information from the contractor in
order to complete the review
Page 3 of 5
Pian Review Number 02
EECE#: EDM 08-64 (2)
Lift Station 7 & 8
2008-0545
7. 12. Please submit area and the moment of inertia structural information for the
CZ114 or PZ323 sheet pile material and sections. This should be added to the
drawings. This was not in the submitted information. The response state this is not
the responsibility of the HDR but the contactor. Please submit the required
information from the contractor in order to complete the review
Sheet2 of 4 Sheet Pile Shoring
8. 13. Please submit area and the moment of inertia structural information for the
LZ3 or SZ12 sheet pile material and sections. This should be added to the
drawings. This was not in the submitted information. The response state this is not
the responsibility of the HDR but the contactor. Please submit the required
information from the contractor in order to complete the review
9. 14. Please submit area and the moment of inertia structural information for the
PZ7 or SZ375 sheet pile material and sections. This should be added to the
drawings. This was not in the submitted information. The response state this is not
the responsibility of the HDR but the contactor. Please submit the required
information from the contractor in order to complete the review
Sheet3 of 4 Sheet Pile Shoring
10. 15. Please submit area and the moment of inertia structural information for the
PZ22 or XZ85 sheet pile material and sections. This should be added to the
drawings. This was not in the submitted information. The response state this is not
the responsibility of the HDR but the contactor. Please submit the required
information from the contractor in order to complete the review
Sheet4 of 4 Sheet Pile Shoring
This sheet was not submitted upon the response.
General LS7
11. 16. Please add the seismic qualifications requirements for the mechanical and
electrical per IBC 1708.5 to the drawings. This has not been addressed at this time.
12. 17. Please add to the drawing the required earthquake design date per IBC
1603.1.5 This has not been addressed at this time.
Page 4 of 5
Plan Review Number 02
EECE#: EDM 08-64 (2)
Lift Station 7 & 8
2008-0545
Sheet 57-4 LS7 Structural Sections 1
13. 18. Engineer of Record (EOR), please specify the required placed location of the
reinforcement steel. The response state the reinforcement has been located but the
drawings do not specify where the steel shall be placed. For example, what is the
clearance of the vertical steel from the face of concrete? Where does the first tie
occur? None of this information is specified on the details. Please clarify where
this information is specified.
14. 19. EOR, please submit analysis for the elevated concrete stairs. Analysis has not
been submitted for the elevated stair. Please submit this upon the response.
Sheet 57-5 LS7 Structural Sections 2
15. 20. EOR, please specify the required placed location of the reinforcement steel.
The response state the reinforcement has been located but the drawings do not
specify where the steel shall be placed. For example, what is the clearance of the
vertical steel from the face of concrete? Where does the first tie occur? None of
this information is specified on the details. Please clarify where this information is
specified
Sheet 57-6 LS7 Structural Details 1
16. 21. Detail 6: EOR, please specify the required adhesive anchor system to be used
shown in this detail. This appears not to be specified on the drawings. The
response state this is in the specs. Please submit this in order to complete the
review or add to the drawings what is required.
Sheet 58-2 LS8 Structural Plan
17. 23. EOR, please specify the required expansion bolt that is going to be used for the
connections. The response state this is in the specs. Please submit this in order to
complete the review or add to the drawings what is required
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
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.
Page 5 of 5
Plan Review Number 02
EECE#: EDM 08-64 (2)
Lift Station 7 & 8
2008-0545
By:
Hoyt Jeter, P.E.
President