Microsoft Word - 090040-Wall Roof and carport.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: 1/22/2009
TO: TDSA Architecture
Attn:Terry Smith
th
29607 4 Ave. S.
Federal Way, WA 98003
FROM: Pat Lawler
RE: Plan Check: BLD20090040
Project: 2009-R001, Wall Residence
Project Address: 1250 Coronado Pl. S
During 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, and submit revised plans/documents to a Permit Coordinator.
1.Provide full lateral and gravity engineering calculations and full sized sheets for the project. As
part of the engineering, be sure to specifically address the following, although these may change
as part of the required engineering:
a.Post requirements at HUSC614 hanger at wall, and the adequacy of the existing
foundation for the additional point loads.
b.Detail 1/A 5-0 does not specify the length of the Titan screws.
c.New porch connection details.
d.Calculate additional dead load of the new roof on existing structure and any required
alterations.
e.Justify the lateral connection of the new roof trusses to the top of the structure.
f.Sheet A-5.0, note #2, under Specifications/Timber, states that all lumber to be #2
HemFir. Sheet A-2.0 calls out 6x6, and 4x4 PTDF. Identify on the plans which is to
be used. PTDF would be a special order item, and more difficult to obtain. The
grade must be specified if that is what is required.
g.Existing headers to be evaluated for the additional loads.
2.The (2) 2 ventilation holes are required at the eave end and ridge end of each rafter bay both
side of roof. Show this on the plans.
Pat Lawler
Plans Examiner
425 771 0220 x 1703