20070119163501.pdfOV EDO City of Edmonds
`~tonPLAN REVIEW COMMENTS
BUILDING DIVISION
�St 18go (425) 771-0220
DATE: January 19, 2007
TO: Kristin Hanson
hansondesign@hotmail.com
FROM: Jenny Readwin, Plans Ex finer
RE: Plan Check ff 2006-0949
Project: Scott -Sayler Addtion
Project Address: 646 Dayton St.
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 items below to a
Permit Coordinator.
1) ok
2) ok
3) ok
4) ok
5) ok
6) ok
7) ok
8) ok
9) ok
10) ok
11) ok
12) See attached popy ofplans with mv notes. I still do not see how the loads from this beam come
down on the foundation wall. Please clarify. It is still unclear where the beam starts and stops
and if a point load is placed on the cantilevered joists. If so show triple joists at this location.
Otherwise clearly show posts or multiple studs and how all loads are carried to bearing.
Specify how loads from 3 1/8x 101/2 GLB are carried to bearing at deck side. It appears to place
a point load on the cantilevered floor joists. If this is the case provide calculations for floor joists
to justify that they are adequate to carry additional loads.
13) ok
14) ok
15) ok
16) ok
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