Lift Station 7and8.pdf
Eagle Eye Consulting Engineers, P.S.
PO Box 523
Olalla, WA 98359
hoytjeter@centurytel.net
360 874 0562
Fax 360 874 0591
To: Marie Harrison
th
121 5 Ave N
Edmonds, WA 98020
Re: Lift Station 7 & 8
209 West Dayton
Edmonds, WA 98020
Plan Review # 2008-0545 EECE # EDM 08-64
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
Structural and Ordinance
The scope of this review is for therequirements 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 analysis submitted state there is a geotechnical report for this project. Please
submit this upon response.
2.Please add to the drawing the required earthquake design data per IBC 1603.1.5
3.Please provide a key of the analysis to show which pile design is for which pile. It
is not clear based off the information submitted at this time.
4.The shoring wall used a program prepared by civiltech. Please submit the portion
of the manual specific for this project for review. With out this information there is
Page 2 of 4
Plan Review Number 01
EECE#: EDM 08-64
Lift Station 7 & 8
2008-0545
no way tell if the program is design to the most current adopted code. The
references specified are not in the IBC reference standards.
5.Please note continuous special inspections for the fillet welds exceeding 5/16
weld. The drawings note 3/8 weld will be used. IBC table 1704.3 item 5.
6.Please note on the drawings for the required periodical weld inspections per IBC
table 1704.3
7.Please add to the drawing the required inspections for the pile foundations. IBC
table 1704.8
Sheet G-5:
8.The adopted code for the State of Washington and the city of Edmonds is the 2006
edition of the code and not the 2003. Please modify the drawings accordingly.
Sheet1 of 4 Sheet Pile Shoring
9.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.
10.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.
Sheet2 of 4 Sheet Pile Shoring
11.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
12.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
Sheet3 of 4 Sheet Pile Shoring
13.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
Sheet4 of 4 Sheet Pile Shoring
Page 3 of 4
Plan Review Number 01
EECE#: EDM 08-64
Lift Station 7 & 8
2008-0545
No comment for this sheet at this time
General LS7
14.Please add the seismic qualifications requirements for the mechanical and
electrical per IBC 1708.5 to the drawings.
15.Please add to the drawing the required earthquake design data per IBC 1603.1.5
Sheet S7-1 LS7 Foundations / Lower Floor Plan
No comment for this sheet at this time
Sheet S7-2 LS7 Intermediate Floor Plan
No comment for this sheet at this time
Sheet S7-3 LS7 Grade Floor Plan
No comment for this sheet at this time
Sheet S7-4 LS7 Structural Sections 1
16.Engineer of Record (EOR), please specify the required placed location of the
reinforcement steel.
17.EOR, please submit analysis for the elevated concrete stairs.
Sheet S7-5 LS7 Structural Sections 2
18.EOR, please specify the required placed location of the reinforcement steel.
Sheet S7-6 LS7 Structural Details 1
19.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.
Sheet S7-7 LS7 Structural Details 2
No comment for this sheet at this time
General LS8
20.Please submit geotechnical report for this project. The design analysis states values
from the geotechnical report but this was not submitted at this time.
Page 4 of 4
Plan Review Number 01
EECE#: EDM 08-64
Lift Station 7 & 8
2008-0545
Sheet S8-1 LS8 Demolitions Plan and Details
No comment for this sheet at this time
Sheet S8-2 LS8 Structural Plan
21.EOR, please specify the required expansion bolt that is going to be used for the
connections.
Sheet S8-3 LS8 Access Structural Sections and Details
No comment for this sheet at this time
Sheet S8-4 LS8 Structural Sections and Details
22.Detail 1: EOR, please specify the required embedment for the ½ diameter
expansion bolt in order to check the capacity.
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.
By:
Hoyt Jeter, P.E.
President