20061016114636.pdfEpos City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
Fsr 1 Sgo (425) 771-0220
DATE: October 16, 2006
TO: Pacific Emerald Homes
lhelleren(Qverizon.net
FROM: Jenny Readwin, Plans Exam' er
RE: Plan Check # 2006-0992
Project: Thatcher SFR
Project Address: 8505 200' St 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 Consultants Comment #6 Shearwall schedule: SW4 please note that the framing
member shall be 3x member and the nails shall be staggered. IBC 2306.4.1 footnote e.
Shearwall schedule notes 3 and 7 were froth changed to 3x sill plates. Note 7 should he 3x
studs as noted on original plans submitted. Please revise.
2) Structural Consultants Comment #14. Per definition the diaphragm maximum length to width
appear to exceed the code maximum diaphragm dimensions rations. Please modify accordingly.
Table 2305.2.3. response says see letter from Reed and Associates. I was unable to located this
response. Please provide.
3) Structural Consultants Comment #21. Detail 2: plcase clarify this section cut that states 16/A9.
This appears not to be the correct reference. Please modify accordingly. Response says detail
referenced on sheet A-8. The confusion is that in detail 2/A-9 detail 16/A9 is called out and
this detail is roof/floor shear and does not make sense specified in detail 2/A-9 (raised stem
.wall). Please clarify.