2012-0655 Kidd SFR .pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: March 22, 2013
TO: Anthony Shapiro
tonys@adshapiro.com
FROM: Chuck Miller, Plans Examiner
RE: Plan Check: BLD2012-0655
Project: Kidd SFR
Project Address: 932 Olympic Drive
During a review of the plans for the above noted project, it was found that the following information,
clarifications or changes are needed. Please provide written responses as to where the changes can be
found on the plans, cloud all changes on the revised plans, and submit the revised plans/documents to a
Permit Coordinator. Thank you.
General Notes:
1.The unique and specific nature of the work necessary to complete your project requires special
inspection per IBC 1704. A City of Edmonds Special Inspection and Testing Agreement (see
attached) for the following work will need to be completed and returned prior to permit issuance.
Structural Fill Placement (driveway and building foundation)
·
2.Complete page 2 of the City of Edmonds Residential Building Permit Application (see
attached).
3.Indicate on the plans the means to be used to provide whole-house ventilation per M1508.
On page A001:
4.Energy Notes - Indicate on the plans the option to be used to develop the additional energy credit
per WSEC 901.
On pages S0.1, S0.2, S2.1, S2.2, S3.1, and S4.1:
5.Clarify the note NOT FOR CONSTRUCTION at the bottom of each of the pages. By process,
the submitted building plans are used to guide the construction of the structure after approval by
the Development Services Department.
On page S0.2:
6.Shear Wall Schedule Indicate on the plans the required anchorage for the Simpson SSW15X9,
SSW18X9, and SW32X9 manufactured shear walls. Per the manufacturer, the anchorage is to
be specified by the Registered Design Professional.
On page S1.2:
st
7.1 Floor Framing Clarify the callout for the W10x22 wide-flange steel beam at gridline A
from gridline 1.6 to 2.9. Per the provided structural calculations it is inadequate by 5.6%.
On page S1.5:
st
8.1 Floor Shear Walls Clarify the callout for holdown A LTT19 at each end of the braced
wall at gridline C from gridline 1 to 1.9. Per the manufacturer it is unable to develop the
tension loads noted in the provided structural calculations at those locations.
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