20070529161156.pdfCity of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
�Sr. ago (425) 771-0220
DATE: May 29, 2007
TO: Troy and Brenda Carlson
thecarlsonfamily@comcast.net
FROM: Jenny Readwin, Plans Ex in
RE: Plan Check # 2007-0480
Project: Carlson Add/Remodel
Project Address: 1439 Olympic View Dr.
During 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) Plans show they were done by Karl Schmidt, AIA. State law required Architects to stamp and
sign all plans. Please resubmit stamped and signed plans.
2) Please clearly distinguish on the plans between what is existing and what is proposed. It appears
that this set of plans was used for a previous addition. Please cross off any details or sections
that do not apply and clearly mark on the plans what is existing and what is proposed including
elevation views.
3) Please add all applicable information to building section C -C on sheet A3 (i.e. blank detail call
outs, ceiling insulation, etc.).
4) From the floor plans it appears that there is a deck above the addition. Section C -C shows a roof.
Please clearly show this in an accurate section detail showing all existing and/or proposed
framing information including ceiling insulation (R-30 if vaulted and R-38 if attic).
5) Add existing floor/roof framing information to the framing plans. Is the deck above impervious?
Slope 2% minimum? Please clearly show on the plans.
6) On detail 2/A3 please show R-10 minimum slab insulation.
7) Engineer of Record provide calculations to show that holdown shown in detail 5/S 1 with two
bolts will prevent lateral displacement.
8) Exterior walls do not meet minimum, wall bracing required by IRC 602.10. Provide lateral
calculations stamped and signed by a Washington State Licensed Engineer or alter plans to
meet minimum wall bracing requirements (2'-8" minimum Alternate Braced Wall Panel —See
attached detail- required by the new French doors near the bar).
Alternate Braced Wall Panel
1 -story Structure
(IRC R602.10.6)
NOTE. This panel may be used in place of a braced wall panel required by IRC
R602.90.4. For all other wall bracing that does not meet R602.10 lateral calculations
stamped and signed by a Washington State Licensed Professional Engineer must
be provided.
#4 rebar
top an:
Minimum 318" thick plywood
sheathing nailed with 8d common
or galvanized box nails at 6" o.c.
edges and 12"o.c. field.
.wn with min.
uplift
Y
" anchor bolts embedded
spaces{ at panel quarter
nstalled per IRC 8403.1.6
Continuous Foundation
LStemplbuildinglhandou6panellabwp.vsd---8104 ATTACHMENT F1