response to bldg comments 1.pdfAdair Enterprises, LLC
15922 East Shore Drive
Lynnwood, WA 98087
(206) 799-6229
September 13, 2016
City of Edmonds
Chuck Miller
Plan Review/Building Division
Re: Plan Check: BLD2016-0875
Project Address: 10114 243rd Pl SW
Project: Nelson SFR
Response to letter dated August 29, 2016
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The following are the itemized responses to the disapproval letter for the above-mentioned
project.
1.a. Changes are on page 2 of the plan set located over the 16' slider location.
1.b. Roof detail has been added to page 5 of the plan set on the right hand side.
Should you have any other questions please let me know.
Thanks,
Win Lessley
Adair Enterprises, LLC
(206) 799-6229
C10 D f Edmonds
BUILDING DIV[SION'
(4151, 771 �022k)
DATE: August 29, 2016
TO: Adair Enterprises, LLC
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FROM: Chock Miller, Plans Examiner
RE- Plan Check-, BLD2016-0875
Project Address: 10114 243d Place SW
Project. Nelson SFR
Scope- Construct single family residence — R -3/U occupancy group — V -B
construction - NFPA I 3D sprinkler system required- mechanical and plumbing
included
Please be advised that the building plans for the above referenced project have been disapproved
for the purposes of obtaining a building permit. During a review of the plans by the Building
1)ivision t`6r compliance with the applicable building cotes„ it was found that the following
infonnation, dalifications, orchariges are nerded. Reviews byadder divisions, stichas Plantiing,
Engineering, or Fire, may result in additional comments that require attention beyond the scope of
this ICU",
A complete, review cannot be performed until the
written reswitse lit I emized llette'-r, tornud Indicatina where t,hi tdou#A" or otherwiw
highilloftA c1langes can be fqmid og,thettli. 4 la tri,, have been submitted to a Permit
Coordinator.
Resubmittals must be made at the Development Services Department on the 2"d Floor of City Hall,
Permit Center hours are M, T. Th, & F from 8am-4:30pm and from 8:30am- I 2pm on Wednesdays.
On sheet 5:
1. Roof Plan
a. Indicate on the plans the minimum required beam to support the loads over the
16.0x8.0 sliding glass doom in the 'plan -south' wall of the 'Family' room, The
4"A ,typical' 4x10 DF #2 appears to fail in bending and in shear and deflects beyond that
allowed per International Residential Code (IRC) Table 8301.7.
b, Indicate on the plans the proposed placement of the 2x 10 BF #2 rafters for the "flat
L c) c i\ porch roof at the `plan -cast' side of the 'Dining' room, Of particular concern is the
tributary loading of the various 5-1/40-1/4 PSU and the members supporting them.