2013-0664 Reddan roof alteration-porch addition.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: February 25, 2014
TO: Jeff Reddan
jtr116@msn.com
FROM: Chuck Miller, Plans Examiner
RE: Plan Check: BLD2013-0664
Project: Reddan roof alteration/porch addition
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Project Address: 9505 216 Street SW
During a review of the plans for the above noted project, it was found that the following
information, clarifications or changes are needed. Please provide written responses as to where the
changes can be found on the plans, cloud all changes on the revised plans, and submit the revised
plans/documents to a Permit Coordinator. Thank you.
On sheet 1:
1.Proposed South Elevation Indicate on the plans the required minimum depth of the
footings below the undisturbed ground surface of 18 inches per R403.1.4.1/Table R301.2(1).
2.Proposed South Elevation Indicate on the plans the required footing size below the posts
supporting the porch cover to guide proper review, construction, and inspection.
On sheet 2:
3.Section View Clarify the difference in the length of the overhang (Eave) indicated and
that noted on the West Elevation, and the Roof Framing Plan on sheet 3.
On sheet 3:
4.Roof Framing Plan - Clarify the difference in the proposed work for the Existing Carport
and that noted on sheets 1 and 2. Sheets 1 and 2 appear to represent a new roof over the
carport while sheet 3 indicates No Change.
5.Roof Framing Plan If the carport roof is to be altered, indicate on the plans the size,
species, grade, and installation (on-center spacing) of the rafters to be used to guide proper
review, construction and inspection.
6.Roof Framing Plan - Indicate on the plans the species, grade, and installation (on-center
spacing) of the rafters to be used over the dwelling to guide proper review, construction, and
inspection.
7.Roof Framing Plan Indicate on the plans the required framing connection at the roof ridges
(dwelling, porch, carport-if applicable) per R802.3 to guide proper construction and
inspection. A minimum 1 inch nominal thickness ridge board as deep as the cut end of the
rafter, or a gusset plate used as a tie, may be used to meet this requirement.