2015-1539 Grisafi addition - Parker arch2.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: February 12, 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. Items that recur on this list appear in italics.
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 A2:
1.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
The response to the plan review comment states: New and
and fail in bending.
existing cross beams have been revised as noted..
Indicate on the plans the
minimum required attachment to sister a 2x10 HF#2 to each side of, and transfer
the loads from, the existing 4x8 beams to guide proper installation and inspection.
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
The response to the plan review
Residential Code (IRC) Table R602.10.5.
comment states: Portal frame has been added to north wall..
The change from
a 4x8 DF #2 to a 3-1/8x12 GLB and addition of (2)CS16 straps on each side of the
beam as represented does not appear to meet all of the requirements for the
construction of Method PFH Portal Frame with Hold-downs per IRC Figure
R602.10.6.2. The specified hold-downs HTT4 do not appear to develop the
required 4200 pound load, the footing represented in detail 5/A3 does not meet the
required minimum dimensions, and other required framing details/connections are
not indicated.
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