20080213081619.pdfTO: Diana White
diana.white1@comcast.net
FROM: Jenny Readwin, Plans Ex finer
RE: Permit # 2007-1046
Project: White Revision
Project Address: 831 Northstream Lane
During review of the above noted revision, it was found that the following information, corrections,
or clarifications are needed.
1) New revised foundation detail 4/S2 does not match similar detail 1/S2 that the contractor used in
the field (#5 rebar vs #4 rebar). Correction notice written gave permission to pour at own risk
pending stamped details from Engineer of Record (EOR). Provide new detail from EOR using
rebar size and spacing shown on detail 1/S2 or alternate fix.
2) For the new building section 1 on sheet A -4.2a provide foundation detail that specifies required
foundation information (10/S-2 and 9/S-3) do not give widths, rebar size and spacing, etc. For
this detail also the upper floor joists are not actually running the way they are shown. Please
revise detail to show actual construction.
3) Provide revised shear wall calculations for garage door changes including man door location
change.
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
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(425)771-0220
DATE: February 13, 2008
TO: Diana White
diana.white1@comcast.net
FROM: Jenny Readwin, Plans Ex finer
RE: Permit # 2007-1046
Project: White Revision
Project Address: 831 Northstream Lane
During review of the above noted revision, it was found that the following information, corrections,
or clarifications are needed.
1) New revised foundation detail 4/S2 does not match similar detail 1/S2 that the contractor used in
the field (#5 rebar vs #4 rebar). Correction notice written gave permission to pour at own risk
pending stamped details from Engineer of Record (EOR). Provide new detail from EOR using
rebar size and spacing shown on detail 1/S2 or alternate fix.
2) For the new building section 1 on sheet A -4.2a provide foundation detail that specifies required
foundation information (10/S-2 and 9/S-3) do not give widths, rebar size and spacing, etc. For
this detail also the upper floor joists are not actually running the way they are shown. Please
revise detail to show actual construction.
3) Provide revised shear wall calculations for garage door changes including man door location
change.