20080220135511.pdfoc EDS City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
�St 1093 (425) 771-0220
DATE: February 20, 2008
TO: Shadykya Yakov
yshadykya@yahoo.com
FROM: Jenny Readwin, Plans Ex finer
RE: Plan Check # 2007-1034
Project: Yarin Remodel/Addition
Project Address: 720 Melody Ln
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) 2/20/08 See additional consultant comments below. 12/26/07 See attached additional
comments. See attached structural comments from city consultant. Respond to each item in
writing.
Sheet A09
1. 5. Please provide detail for the construction of the parapet wall. Nothing is provided except
note parapet wall. Please provide detail to show code compliance. Detail 1/A09 is s ecp ified
but not provided please provide applicable detail for this location.
Sheet A14
2. Detail 19: Provide analysis for this connection. It appears, based off the locations of the lag
bolt., this will not meet the required clearance based off the drawings. More information is
required to show how this connection will support the required code design loads. Please
modify accordingly.
Sheet A15
3. JB hangers are not approved to be used in contact with treated lumber. Please modify
accordingly. New ILJS hangers are also not approved to be use in contact with treated
lumber. Please modify accordingly.
Sheet A04
4. 18. Please specify the required post to base connections. Nothing is specified at this time.
For example the (3) 2x6, or the 6x6. Please clearly modify the drawings accordingly. This
still does not appear to be addressed at this time. Please clarify upon response.
5. 19. 40. Please provide details and analysis for the new exterior retaining wall that is being
installed. This still has not been provided at this time. This still does not appear to be
addressed at this time. Please clarify Lipon response.
b. 20. 41. Please clarify the size and the required reinforcing of the footing at the exterior wall
at the garage opening. This still has not been modified accordingly to show what the
required size of the footing will be and the reinforcement. This still does not appear to be
addressed at this time. Please clarify upon response.
7. 21. 42. Please provide analysis that the existing foundation under the 77 " tall wall will
support the additional forces incurred by the second story addition. This still has not been
provided at this time. This still does not appear to be addressed at this tinge. Please clarify
Won response.
Sheet A08
8. 27. 51. Please note 7B hangers are not approved to be used in contact with pressure -treated
lumber. Please modify hanger specification accordingly. Simpson Strong Tie Corrosion
Information. Drawings now note to use NS 1.81.9.5 but this also is not approved to be used
in contact with treated lumber. Please modify accordingly.
9. AOR, submit analysis for the PT 2x12 to support the concrete roof tiles and the required live
loads. This was not submitted. This still not submitted upon the response. Please submit this
when responding.
Sheet A14
10. 34. Detail 19: Please submit analysis for the ledger support. (Also the required hanger to be
used) I believe this detail is not correct as drawn based off the required locations for this to
be used. Please modify accordingly. Analysis submitted states throe h bolts but the details
show lag bolts. Please modify as required per the analysis.
11. 35. Detail 15: The detail is not per the adopted code but per the UBC. For example 20
pounds per linear feet does not meet the international codes as adopted by the state of
Washington. Please modify the detail to be in compliance with the adopted code. The detail
stills state requirements for the UBC which is not the adopted code. Please modify to the
adopted code by the state of Washin on.
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