20061012095722.pdfo ' �� City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
t. Is 9'3 (425) 771-0220
DATE: October 12, 2006
TO: John Carter Woolen
Fax (206)784-9809
FROM: Jenny Readwin, Plans Exam' er
RE: Plan Check # 06-148
Project: Hadfield SFR
Project Address: 509 6t' Ave S.
During re -review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please redline plans or submit two (2) sets of revised
plans/documents (affected sheets only) with a written response to each of the above items to a
Permit Coordinator.
1) —17)ok
18) Will need prior to permit „issuance. Still need signed farm. Special inspections are required for
the following. Complete the enclosed special inspection agreement signed by the owner, the
general contractor and the special inspector and submit to the City for approval prior to
issuance. A separate form is required for each separate special inspector.
• Excavation/grading/site preparation
• Soil Bearing verification
• Placement of fill and compaction
• Foundation drainage
• Rockery/Retaining wall Construction including drainage
• Wall backfill
• General Site monitoring during wet weather construction
• Temporary and final erosion control
• Structural steel (including high strength bolting and field welding)
• Concrete construction
• Masonry
• Expansion bolts and expansion inserts
• Wood shear wall system as noted on sheet S1.1 note 11B
19)S ee attached third comment letter. See additional comments form City's structural
consultant attached. See attached structural comments from city consultant. Respond to
each item in writing.
20) ok
21) ok
Eagle Eye Consulting Engineers, P.S.
PO Box 523
Olalla, WA 98359
hoytjeter@centurytel.net
253 857 4151
Fax 253 857 5759
To: Swenson Say Faget
2124 3`d Avenue STE 100
Seattle WA 98121
Re: Hadfield Residence
506 6t' Avenue
Edmonds, WA
Plan Review # 20060619 ( OLD 06-148 number)
EECE # EDM 06-18 (3)
Third Comment letter
Structure
Area S.F.
Lower Floor
1048
Main floor
1075
Upper floor
1824
Total
3947
arae
955
Total
4902
Deck second floor
141
Roof Deck
286
Grand total
C
5329
3947
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
STRUCTURAL COMMENTS
Sheet S2.3 Upper Floor Framing Plan
1. 4. 10. EOR please provide detail for the attachment of the column above (4x4) at
the base. How is this connected to the floor system? Please add this information
on the drawings. IBC 2304.9.7 Response states see updated drawings but nothing
has been modified. Please modify accordingly. This still has not been modified or
unable to find where the changes have been made to the drawings. Please clarify
where the information is clearly specified what the required connection shall be.
2. 7. 13. Plan Note 4 states different column caps to use. Please clearly specify
which is required for which case. Nothing has been changed on the drawings.
Please clarify how this was addressed. This still has not been addressed
appropriately. The drawings should clearly state the required post cap to use in
each case. The contractor is not a licensed professional and should not be making
engineer judgments but the drawings should clearly indicate which hanger to use
where. Please modify drawings to state the required hanger to use..
3. 9. 15. Please provide detail for the support of the 5-114X11.7/8 PSL at grid line D.
The response state see updated plans but the plans are not updated. Please modify
drawings and resubmit. This still has not been addressed.
Sheet S3.1 Framing Details
4. 11. 11. Justify by analyses that the slab will resist the sliding forces for the
retaining walls. The safety of factor shall be 1.5. Note the slab is only 4 " thick
and design analysis is required to justify the 4" slab will resist this forces. IBC
1806.1 Analysis still has not been submitted for this item. Just state the 4" slab will
act as a compression element to transfer the sliding force into passive bearing on
the soil is not sufficient. Please also note at the elevator pit there will not be slab as
assumed in the analysis. Analysis is required to be submitted to justify.
5. Detail 4: EOR please clarify the required base plate size. The note state "base plate
per IS_ or 3/4" non shrink grout"
Sheet S4.2 Framing Details
6. Analysis is still required is still required to show the stitched member will transfer
the loads. Also the proposal being submitted has not been adopted for the 2003
IBC. Please note single 3X or clearly submit analysis to justify at least equivalent.
12. 18. Shear wall Schedule 12: Code requires 3X member at abutting panel edges.
Please modify note 4 to state single 3 X member and not double stud. IBC table
2306.4.]footnote i. (Also Detail B to show 3X member). The city will have to
Page 3 of 3
accept the APA submitted in the response. Also analysis must be submitted to
show the shear will transfer with the double stitched together. Just stating to stitch
together is not sufficient. This has not been submitted and must be submitted to
show the forces will be able to transfer the forces.
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
(253) 857-4151 between 8:00 a.m. and 5:00 p.m.
By:
Hoyt Jeter, P.E.
President