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CITY OF EDMONDS
121 5th AVENUE NORTH * EDMONDS, WA 98020 * (425) 771-0220 - FAX (425) 771-0221
www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
I
January 27, 2014
Jeff Raemer
jeffraemer@gmail.com
RE: Plan Check # BLD2013-0922
9230 215'h St. SW,Edmonds
Dear Jeff:
DAVE EARLING
MAYOR
Please respond to the attached comments from the building departments regarding your
building application. The City cannot continue to process your application until you fully
respond to all of the noted items. Thank you.
Sincerely;
& r 1 &61fi k ld4�
Senior Permit Coordinator
Cc: File
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PLAN REWEW (COMMENTS
BUILDING DIVISION
(425) 771-0220
43
DATE: November 8, 2013
TO: Jeff Raemer
jeffraemer@-gmail.com
FROM: Chuck Miller, Plans Examiner
RE: Plan Check: BLD2013-0922
Project: Winterer patio cover
Project Address: 9230 21 51h Street SW
During a review of the plans by the Building Division for the above noted project, it was found that
the following information, clarifications, or changes are needed. A complete review cannot be
performed until the revised plans/documents, including a written response indicating where the
'clouded' or otherwise highlighted changes can be found on the plans, have been submitted to a
Permit Coordinator. Reviews by other divisions, such as Planning, Engineering, or Fire, may result
in additional comments. Items that recur on this list appear in italics.
1. Indicate on the plans the portion of the existing patio cover that is to be repaired andlor
retainedfor use. The 'scope of work' detailed on the signed building permit application is
"Repair/replacement of covered patio", yet the provided construction documents appear to
represent a complete replacement.
2. Provide specifications on the 'corrugated roof material to be used as a Abof covering and
the means of attachment required to resist the component and cladding loads (windluplift)
specified in Table R301.2(2). The resubmitted information provided in response to the prior
review comments does not appear to include all of the manufacturer's installation
requirements for use as a patio cover found in other documents — see attached. The
requirements for installation (purlins, corrugated horizontal closure strips, fasteners, etc.)
should be noted on the construction documents or referenced and attached to ide proper
gul
installation and inspection.
3. Clarify the callout for the 16" on -center 2x6 cedar 'joists' to be used at the cantilevers
beyond the existing roof and the cedar beams. They appear to be over spanned and deflect
beyond that allowed per Table R301.7 when subjected to the design snow load.
4. Clarify the callout for the 16" on -center 2x6 cedar 'joists' to be used to support the roof
covering between the cedar beams. They appear to be over spanned and deflect beyond that
allowed per Table R301.7 when subjected to the design snow load.
5. Clarify the callout for the 4x8 cedar beams to be used to support the roof rafters. They
appear to be over spanned, fail in bending, and deflect beyond that allowed per Table
R301.7 when subjected to the design snow load.
6. Clarify the callout for the variable dimensions to be used for the concrete footings below the
posts supporting the roof beams. The 'low end' — 12 inch dimension appears to be
undersized for the design loads.
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