20071114090634.pdfoV EDS City of Edmonds
A d
PLAN REVIEW COMMENTS
BUILDING DIVISION
gst 1890 (425)771-0220
DATE: November 14, 2007
TO: Tom Leren
tom@lerendesign.com
FROM: Jenny Readwin, Plans Ex n
RE: Plan Check # 2007-0978
Project: Harvey SFR
Project Address:
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) Please add the following information to the site plan.
■ Sauna and covered porch is not shown on the site plan (area just north of garage). Please
show on the site plan and revise impervious surface and lot coverage calculations
accordingly.
You may redline plans or resubmit three (3) new site plans scaled no smaller than 1"-20' and
one on paper no larger than 8 %2" x 14".
2) 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: LCI
P.O Box
Mill Creek, WA, WA 98082
Re: Harvey Resdence Date: October 12, 2007
1240 Birch St.
Edmonds, WA, WA 98020
q4
Plan Review # 2007-09 7 q EECE # EDM 07-47
Structure
Stated Area S.F.
First floor
1836
Second floor
2203
Total
4039
Garage
627
Total
4666
Entry Deck
113
Rear Deck
401
Grand total
5180
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 COMAMNTS
Sheet 6: Main Floor Framing
1. Please clarify the hangers for the 2x10 floor joists at 16" on center, connecting to
the bearing wall at the opening of the diaphragm.
Page 2 of 2
EECE#: EDM 07-47
Harvey Resdence
2. EOR: Please specify the required connection of the 3-1/2x11-718 PSL bearing on
the 5-1/8x 9 beams.
3. Please provide analysis for the sill plate under the multiple studs supporting beam
GHl . Analysis provided only checked the stud columns. Based on the
compressive strength of the sill plate, it appears that the reaction of the double
studs supporting the 5-1/8x13-1/2 Glulam could crush the plate. Please submit
analysis to justify.
4. Please submit analysis for the (3)2x4 studs and the (3) 2x6 studs, including the sill
plate below, supporting the 5-1/8x22-1/2 beam.
5. EOR: Please re -verify the number of studs supporting all loads, as called -out on
the sheet. (For example, see the two comments above)
6. Please specify the required connection of the 6x12 DF #1 beam to the 6x12 HF#1
perimeter beam.
Sheet 7: Main Floor Plan
7. Please clarify the structural support for the stair stringers at the exterior deck.
8. Please provide details for the half wall guardrail. 8301.5
Sheet 10. Details
9. Detail R: Please provide analysis for the 3/8"x4" lag bolts at the ledger.
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.
LO
Hoyt Jeter, P.E.
President