2015-1621 Select Homes SFR - Nash.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: February 10, 2016
TO: Select Homes, Inc.
kayla.clark@outlook.com
FROM: Chuck Miller, Plans Examiner
RE: Plan Check: BLD2015-1621
th
Project Address: 927 9 Avenue N
Project: Select Homes SFR
Scope: Construct single family residence R-3/U occupancy group V-B
construction - NFPA-13D sprinkler system required mechanical and plumbing
included
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 A3:
1.Foundation Plan - Clarify the callout for the 36x36x12 isolated footing below the east end of
beam B-2 8-3/4x18 GLB the south end of beam B-5 5-1/8x18 - and the north end of
the girder truss above. It appears to be undersized for the loads anticipated by the
represented construction and noted in the provided calculations.
On sheet A5:
2.Upper Floor Framing Plan
a.Provide a detail, and a reference to it, for the required construction to transfer the
lateral loads from the west-most upper floor shear walls along line A through the
girder truss to the shear walls below.
b.Provide a detail, and a reference to it, for the required construction to transfer the
lateral loads from the north-most upper floor shear walls along line 1 (as noted in
the provided calculations) the through beam B-1 5-1/8x18 GLB - to the shear
walls below.
c.Provide a detail, and a reference to it, for the required construction to transfer the
lateral loads from the south-most upper floor shear walls along line 3 (as noted in
the provided calculations) to the shear walls below.
On sheet A6:
3.Upper Floor Plan
a.Clarify the callout for the T-3 holdowns MSTA36 to tie each end of the P1-6
shear walls along line A. The clear span does not appear to result in an adequate
number of nails into each connected member to develop the loads noted in the
provided lateral calculations. Consideration should also be given to beams located
below the ends of shear walls when selecting a connector.
b.Provide on the plans a detail, and a reference to it, for the required construction of
the floor trusses to facilitate the installation of the specified holdowns along shear
wall lines A and 2.
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