10-0166 Hershman SFR.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: 4/7/10
TO: Neava LLV
Attn: Gene
1024 Terrace Ct.
Mukilteo, WA 98275
RE: Plan Check: BLD20100166
Project: SFR
rd
Project Address: 20023 83 Ave W
During 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, and submit revised plans/documents to a Permit Coordinator.
1.Engineer of Record:
a.Stamp and sign both of the structural plan sheets (S sheets).
b.Provide gravity analysis for foundation (architect of record may also provide this, if
qualified). Note: minimum 3x3x.229 plate washers required per IBC Section
2305.3.11, which differs from typical details on sheet A3.
c.Provide detail for MSTC40 straps at the rear wall where the straps do not align with
the holdowns below, and also do not have a header as in detail 6/S-1.
2.Identify joist hanger requirements at the deck ledger connection. Include the proper galvanizing
requirement for contact with ACQ pressure preservative treated wood.
3.Provide safety glazing for 5/0x4/0 window at soaking tub.
4.Provide deck guard detail that shows how the required 200lb load at the rail and 50 PSF at the
interior of guard is maintained for the decks.
5.Provide detail for overhang at structural gable truss at garage stepped roof. Concern is cutting
lookouts into structural truss not designed to be notched.
6.Call out column size species and grade, as well as base and cap hardware requirements at the
rear decks.
7.Indicate ½ airspace between furred wall and concrete wall in basement, or the use of PT
framing.
8.Footing drain detail:
a.Indicate filter fabric location.
b.Rock or gravel to be minimum 2 sieve sizes larger than the pipe hole dimension.
Pat Lawler
patrick.lawler@ci.edmonds.wa.us
Plans Examiner
425 771 0220 x1703
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