2013-1026 Acme SFR.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: October 22, 2013
TO: Acme Homes, LLC
acme.patricia@gmail.com
FROM: Chuck Miller, Plans Examiner
RE: Plan Check: BLD2013-1026
Project: Acme SFR
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Project Address: 23421 84 Avenue W
During a review of the plans by the Building Division for the above noted project, it was found that
the following information, clarifications, or changes are needed. A complete review cannot be
performed until the revised plans/documents, including a written response indicating where the
clouded changes can be found on the plans, have been submitted to a Permit Coordinator.
Reviews by other divisions, such as Planning, Engineering, or Fire, may result in additional
comments.
On page A3:
1.Foundation Plan Clarify the callout for the 30x30x12 isolated footing to be used to support
the loads below where the ends of beams GB-4, GB-5, and GB-6 converge over the
garage. It appears to be undersized for the loads noted in the provided structural
calculations using the assumed soil bearing.
2.Foundation Plan Indicate on the plans the required size of the footing to be used to support
the loads below where the ends of beams GB-4, GB-7, and GB-8 converge at the south
end of the garage. The typical footing appears to be undersized for the loads noted in the
provided structural calculations using the assumed soil bearing.
3.Foundation Plan Indicate on the plans the required size of the footing to be used to support
the loads below where the ends of the underfloor beams converge below the north end of
beam B-8. The typical footing appears to be undersized for the loads noted in the
provided structural calculations using the assumed soil bearing.
On page A4:
4.Main Floor Plan Clarify the callout for the typical 4x8 DF #2 beam to be used to support
the loads over the south-most 4.0x2.0 window in the east wall of the Family Room. It
appears to be over spanned, fails in bending and shear.
5.Main Floor Plan Clarify the callout for the typical 4x8 DF #2 beam to be used to support
the loads over the 5.0x5.0 window in the east wall of the Den/Guest room. It appears to be
over spanned and fails in bending.