2013-0523 Mathew SFR.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: June 17, 2013
TO: Randall J. Munson
randy.munson@comcast.net
FROM: Chuck Miller, Plans Examiner
RE: Plan Check: BLD2013-0523
Project: Mathew SFR
Project Address: 636 Dayton Street
During a 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, cloud all changes on the revised plans, and submit the revised
plans/documents to a Permit Coordinator. Thank you.
On page A-3:
1.Building Section - Clarify the stairs apparently leading from the garage to the storage area
above. Aside from a framing detail on page A-7 that might be for a stairwell, no other
representations could be found among the construction documents. The placement of the
stairs could be a factor in determining the dwelling/garage separation or fire sprinkler
requirements.
On page A-7:
2.Clarify the callout for Beam No. 3 4x8 DF-L #2 it appears to be over spanned. The
point load from the beam supporting the girder truss above the stairwell does not appear to
have been accounted for.
3.Indicate on the plans the required framing connector to support the load at the east end of
Beam No. 8 3-1/2x11-7/8 2.0E PSL where it connects to Beam No. 6 5-1/4x11-7/8
2.0E PSL to guide proper installation and inspection. Both beams are flush-framed.
4.Indicate on the plans the required framing connector to support the 4306 pound load at the
south end of Beam No. 6 5-1/4x11-7/8 2.0E PSL where it connects to Beam No. 7
3-1/2x11-7/8 2.0E PSL to guide proper installation and inspection.
5.Indicate on the plans the required framing connector to support the 3950 pound load at the
north end of Beam No. 1 3-1/2x11-7/8 2.0E PSL where it connects to Beam No. 2
3-1/2x11-7/8 2.0E PSL to guide proper installation and inspection.
6.Indicate on the plans the required beam to support the floor loads and the point loads from
the roof beams above over the 5.0x5.0 window in the east wall of the Kitchen. The typical
#2 HF 4x8 specified in the Framing Notes appears to be over spanned.
7.Indicate on the plans the required beam to support the floor loads and the point loads from
the roof framing above over the 6.0x5.0 window in the south wall of the Study. The
typical #2 HF 4x8 specified in the Framing Notes appears to be over spanned.
8.Indicate on the plans the required 7-foot SW-1 braced wall panel at the north wall of the
Great Room braced wall line B, level 1 per the provided structural calculations.
On page A-8:
9.Indicate on the plans the required beam to support the girder truss and other loads over the
6.0x3.6 window in the west wall of the Hall. The typical #2 HF 4x8 specified in the
Framing Notes appears to be over spanned.
10.Provide a reference where applicable to detail 7/A-9 for the required construction to
complete the shear transfer from the roof diaphragm to the braced wall below.
Structural Calculations:
11.Clarify the amount of wall bracing provided by braced wall line B for level 2. One of the
16-foot and the 15.33-foot segments are the north and south lower level walls of the Great
Room and have windows in them, but are shown as braced walls for the upper level.
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