2013-0145 Echelbarger SFR.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: March 11, 2013
TO: Todd Echelbarger
todd@echelbarger.com
FROM: Chuck Miller, Plans Examiner
RE: Plan Check: BLD2013-0145
Project: Echelbarger SFR Alder Street
Project Address: 935 Alder 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 A2:
1.Clarify the callout for the STHD14/14RJ holdowns at the ends of the first level braced
panels/RSWs along braced wall line A. Per the manufacturer, they are unable to develop
the tension loads noted in the provided structural calculations at those locations.
On page A6:
2.Clarify the callout for the 11-7/8 TJI 210 i-joists at 16 inches on-center to be used as floor
joists over the nook and adjacent areas. The provided structural calculations note 11-7/8
TJI 360 i-joists as a check at that location.
3.Clarify the callout for Beam 13 5-1/4x11-7/8 PSL it appears to be over spanned. The
deflection is beyond that allowed per R301.7.
4.Clarify the callout for Beam 14 5-1/4x22 PSL it appears to be over spanned. The point
load at 7.5 feet (girder truss above + Beam 12 reaction) noted in the provided structural
calculations is too low.
5.Clarify the callout for Beam 21 5-1/4x24 PSL it appears to be over spanned. The point
loads at 5 feet and 19 feet (girder truss above + Beams 17 reactions) noted in the provided
structural calculations are too low.