20060925095556.pdfov ED City of Edmonds
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PLAN REVIEW COMMENTS
BUILDING DIVISION
Fst lggo (425)771-0220
DATE: September 25, 2006
TO: Beverly @ Land Visions
bev@landvisions.biz
FROM: Jenny Readwin, Plans Examiner
RE: Plan Check # 2006-820
Project: Imran SFR
Project Address: 23922 84'
Ave W.
During re -review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please redline plans or submit two (2) sets of revised
plans/documents (affected sheets only) with a written response to each of the items below to a
Permit Coordinator.
1) Structural Consultants original comment #7 :
EOR please specify the required support for the joists at the utility room and garage. Currently
there is no support for these joists shown on the drawings. Add all post and beam information to
the framing plan. 9/25/06 Provide beam calculation for new 51/8 x 16 % GLB. Also provide
calculations to iustifv that larger footings are not reauired under multiple studs supvortinL-
the beam.
2) Structural Consultants original comment # 10.
The code requires a single 3x member to be used for shear forces that exceed 600 PLF. Notes in
shear wall schedule states double the amount of bolts was used so single 2x may be used. It
appears based off the analysis this will be exceeded and single 3x member must be used. Please
modify accordingly. IBC 2305.10.10 exception. 9/25/06 no response riven. Please respond.
3) Structural Consultants original comment #11:
Please modify detail 7 to state a minimum of 2 bolts shall be used. APA report TT -074. 9/25/06
Please respond
no response given.
4) Structural Consultants original comment #12:
Detail 8: EOR please specify the required spacing of the A35 clip in order to transfer the shear
forces required per the analysis. 9/25/06 no response riven. Please respond.