20070615084825.pdfCity of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: June 15, 2007
TO: Viking Properties, LLC
Attn: Ted Coleman
vikingproperties@aol.com
FROM: Jenny Readwin, Plans Ex in
RE: Plan Check # 2007-0501
Project: New SFR
Project Address: 10204 244' Street SW
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) Structural calculations submitted are stamped but not signed. Please submit two stamped and
signed copies.
2) Please add footing drain information to the foundation details. See attached sample.
3) See attached structural comments from city consultant. Respond to each item in writing.
. A
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
121 5th Avenue N
Edmonds, WA 98020
Re: Viking Properties
10204 244th St SW
Edmonds, WA 98020
Plan Review # 2007-0501
Structure
Stated Area
S.F.
First floor
1171
Second floor
1640
Total
2811
Garage
590
Grand total
3401
Date: May 18, 2007
EECE # EDM 07-17
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. Engineer of Record (EOR), please provide a key plan showing the wall lines. It is
not clear what wall is for what based off the submitted drawings. Please add this
information when resubmitting.
Page 2 of 2
EECE#: EDM 07-17
Viking Properties
Sheet A3 DETAILS:
2. Detail 1,2,3,6 and 8: Architect of Record (AOR), please modify the detail to
specify a 90 degree hook in the footing.
Sheet A4 ROOF FRAMING PLAN/FOUNDATION PLAN:
3. AOR, please specify the required foundations under the 2' wall plinth at the
covered porch.
4. AOR, please specify the required connection of the 4X8 beam at the porch to the
garage wall. Nothing is specified at this time.
5. AOR, please clarify the foundations at the post shown for beam UO3. Please
provide a detail at this location.
6. AOR, please specify the required post to beam connections for the roof header
beams. It is not clear what is required at this time
Sheet A5 UPPER FLOOR PLAN/MAIN FLOOR PLAN:
7. AOR, please specify the required post to beam connection at the covered porch for
R05.
8. AOR, please provide a guardrail detail at the `open to below' at the stairs.
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.
am
Hoyt Jeter, P.E.
President
Foundation Drainage Examples
Footing drains are required for concrete or masonry foundation walls that retain
earth and enclose habitable or useable space located below grade - IRC 405.1
Grade shall slope away from 6" minimum wood -
foundation walls minimum 6 earth separation
inches within the first 10 feet-
zo
--T
11111 11111111.1-
Fitter membrane IIIA -
4" perforated drain pipe in
washed gravel or crushed
cock (minimum 'one sieve
size larger than the opening
or perforation)
Habitable or useable
space below grade
Footing drains are required for crawlspaces if topography does not allow for minimum
6 inch slope away from the foundation wall within the first 10 feet - IRC 401.3
6" minimum wood -
earth separation
Filter membrane
111
M� ffF
I 1 1
4" perforated drain pipe in
washed gravel or crushed
rock (minimum.one sieve
n
size larger than the opening
or perforation)
Utemp%t9cFngVmdDuWAadactmerdC1 Ysd -4106
Crawlspace
1111.1 X111111
ATTACHMENT Cl...