2015-1539 Grisafi addition - Parker arch1.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: January 11, 2016
TO: Mark Parker Architects
mark@markparkerarchitects.com
FROM: Chuck Miller, Plans Examiner
RE: Plan Check: BLD2015-1539
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Project Address: 8304 184 Street SW
Project: Grisafi addition
Scope: Convert portion of U occupancy to R-3 bedroom addition to U occupancy
disapproved
Please be advised that the building plans for the above referenced project have been
for the purposes of obtaining a building permit. During a review of the plans by the Building
Division for compliance with the applicable building codes, it was found that the following
.
information, clarifications, or changes are neededReviews by other divisions, such as Planning,
Engineering, or Fire, may result in additional comments that require attention beyond the scope of
this letter.
A complete review cannot be performed until the revised plans/documents, including a
written response indicating where the clouded or otherwise highlighted changes can be
found on the revised plans, have been submitted to a Permit Coordinator.
nd
Resubmittals must be made at the Development Services Department on the 2
Floor of City
Hall. Permit Center hours are M, T, Th, & F from 8am-4:30pm. The Permit Center is closed
on Wednesdays.
On sheet A1:
1.Energy Notes Note #11 Change the required compliance for exterior wall cavities
exposed during construction to that of Washington State Energy Code (WSEC) R101.4.3,
Exception 3.
On sheet A2:
2.Floor Plan
a.Change the section callout from A/A3 to B/A1.
b.Change the section callout from B/A3 to A/A1.
c.Clarify the representation of a hose bib at the southeast corner of the new garage.
There does not appear to be an indication of any plumbing fixtures being installed on
the Residential Building Permit application. The submittal documents should
consistently reflect the proposed work and is used to properly determine the
plumbing installation portion of the permit fees.
3.Roof Framing Plan
a.Clarify the callout for the 4x8 DF #2 beams (including the existing 4x8 beams) to
be used to support the posts below the ridge beam. They appear to be over spanned
and fail in bending.
b.Clarify the length of the braced wall panels along the north wall of the new garage.
They do not appear to meet the minimum length requirements per International
Residential Code (IRC) Table R602.10.5.
On sheet A3:
4.Detail 3/A3 Stem Wall Footing Clarify the specification for #3 cont. reinforcement at
the top of the foundation all. It does not appear to comply with IRC R403.1.3.1.
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