20061002083915.pdfTO: Cathy Patterson
cathy@hooverprerm'erhomes.com
FROM: Jenny Readwin, Plans Examine=iv
RE: Plan Check # 2006-1003
Project: RH Hoover SFR
Project Address: 1712169" PL W
During 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 items below to a
Permit Coordinator.
1) See attached structural comments from city consultant. Respond to each item in writing.
City of Edmonds
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PLAN REVIEW COMMENTS
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BUILDING DIVISION
Asr. s 890
(425) 771-0220
DATE: October 2, 2006
TO: Cathy Patterson
cathy@hooverprerm'erhomes.com
FROM: Jenny Readwin, Plans Examine=iv
RE: Plan Check # 2006-1003
Project: RH Hoover SFR
Project Address: 1712169" PL W
During 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 items below to a
Permit Coordinator.
1) See attached structural comments from city consultant. Respond to each item in writing.
Eagle Eye Consulting Engineers, P.S.
PO Box 523
Olalla, WA 98359
hoytjeter@centurytel.net
360 874 0562
Fax 360 874 0591
To: JoAnne Zulauf
121 5th Avenue N
Edmonds, WA 98020
Re: R H Hoover Inc Date: Tuesday, September 19, 2006
17121 69th PI West
Edmonds, WA 98020
Plan Review # 2006-1003 EECE # EDM 06.50
Structure
Area S.F.
Lower floor
608
Main floor
1788
!Jpper floor
1525
Total
3921
Garage
724
Total
4645
Upper Floor Deck
45
Main Floor Deck
156
rand total
4846
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 4
EECE#: EDM 06-50
R H Hoover Inc
STRUCTURAL COMMENTS
General
1. Submit analysis for the retaining walls for this structure. None was in the
submitted at this time. IBC 1806
2. Please add the requirements for the sloping ground as recommended by the
geotechnical analysis. The geotechnical reports states they recommend the
minimum horizontal distance of 10 feet between the bottom of the footing and the
sloped face. Please add these requirements to the drawings.
3. Submit analysis to account for the lateral loads as required on the retaining walls as
recommended by the geotechnical engineers report. The analysis has not dealt with
this at this time. IBC 1802.2.7
4. Please note on the drawing that the geotechnical shall be retained to provide
monitor and inspections during constructions.
5. AOR please provide analysis for the horizontal diaphragm requirements. None
appear to be submitted in the analysis. IBC 2305.2
Sheet A3 FOUNDATION PLAN:
6. Please submit sheet S 1 and Sheet S2 with the drawings. It appears these were not
submitted with the set at this time. IBC 106.3
7. Please specify the size of the footing on the drawings. None are called out at this
time. IBC 1801.2
8. The length of the wall used to resist the shear forces does not match the analysis.
For example the P 1-6 at grid C. Please modify drawings accordingly to match
analysis.
Sheet A4 LOWER FLOOR PLAN:
9. Please add detail to the drawing to support the BB -4 4x10 at the wall. It is not
clear how this beam will be supported. TBC 2304.9.7
10. AOR please specify the required connection of the 4x10 beam mark BB -1. This
should include the required connections. All supporting post are required to have a
positive connections specified on the drawings. Please add this information to the
drawings. IBC 2304.9.7
Page 3 of 4
EECE#: EDM 06-50
R H Hoover Inc
11. AOR please specify the required connection for the 2x8 joist to beam mark 1313-4.
IBC 2304.9.6
12. AOR please specify the required connection of the 2x8 PT to the DB I beam. IBC
2304.9.6
13. AOR please specify the required connection of the Glu -lam beam to the multiple
studs' columns. IBC 2304.9.7
14. Detail is required for the required connection of the Glu -lam beam to the concrete
wall. All that is state is a pocket. But a required connection is required for the Glu -
lam beam to the concrete wall. Just stating a pocket is not sufficient to show
complete load path. This should not be left up to the contractor to make this
decision. IBC 2304.9.7
15. AOR please specify the required hanger to use for the TJI to GB5 beam. IBC
2304.9.6
16. Please specify the required connections for the base of column 6x6 posts at the
deck. IBC 2304.9.7
17. AOR please specify the required hanger to use for the support of beam mark B 1.
IBC 2304.9.6
18. AOR please specify the required connections of B -2R beam to the exterior wall.
IBC 2304.9.6
19. AOR please specify the required connections of 5-118X12 to the 6-314X21 GLB.
20. AOR please specify the required connection at the base of 10X10 rough sawn
posts. IBC 23049.7
21. AOR please provide calculations of the header beam supporting B-1 beam. IBC
1604
22. AOR please specify the B-1 beam shall be 24F -V8 beam. This is very important to
assure the top lam has an allowable bending stress of 2400 psi. Please add this to
the drawings. NDS table 5A
Sheet A6 UPPER FLOOR PLAN:
23. AOR please specify the required connections of the 4X8 beam at the exterior deck.
IBC 2304.9.7
Page 4 of 4
EECE#: EDM 06-50
R H Hoover Inc
Sheet A7 ROOF PLAN:
24. AOR please specify all the required connections of the king post and collar ties on
the drawings. All that is noted is per sheet Al but the connections are not specified
on this sheet. Please add this information to the drawings. iBC 2304.9.7
Sheet A8 SECTIONS:
25. Please submit sheet S1 and Sheet S2 as noted on the drawings. 113C 106.3
Sheet Ll SHEAR WALL SCHEDULE:
26. Shearwall schedule: Please modify the star note to state single 3X member shall be
used. IBC 2305.3.10 and IBC 2306.4.1 footnote i. IBC 2305.3.10
27. Detail 6: 1-314" micro lam closets on center spacing shall not be less then 8" for
16d nails. This will be exceeded per the drawing location of shear wall. Please
modify drawing accordingly. ESR -1387
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