2012-0693 Pinsoneault garage.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: August 29, 2012
TO: Terry Willey
awhomes@comcast.net
FROM: Chuck Miller, Plans Examiner
RE: Plan Check: 2012-0693
Project: Pinsoneault garage
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Project Address: 818 9 Avenue S
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 page 1:
1.Floor Plan - Indicate the required roof ventilation per R806.1.
2.Floor Plan - Indicate the required attic access per R807.1.
3.Floor Plan Clarify the callout for braced wall type F at each side of the one-car garage
door opening. The wall width dimensions shown are less than that noted in the Wall
Bracing Panel Schedule on page 2. The Method PFH Portal Frame with Hold-downs
could be used at this location per R602.10.3.3 see attachment.
4.Cross Section Indicate the required 18 depth below grade for the bottom of the footing
per R403.1.4.1 see review note #10 below.
5.Cross Section Indicate the required minimum footing reinforcement placement of one #4
at the top and the bottom of the footing or two #4 in the middle third if cast monolithically
per R403.1.3.2 see review note #11 below
6.Cross Section Indicate the required truss to wall connection per R802.10.5.
7.Cross Section Indicate the required braced wall connection to roof framing per
R602.10.6.2 see review note #13 below.
8.Cross Section Indicate the required roof sheathing connection to roof framing/trusses
(including boundary nailing) per Table R602.3(1) see review note #14 below.
9.Provide a reference to the Cross Section where applicable to guide proper construction and
inspection.
On page 2:
10.Mono Garage Footing Indicate the required 18 depth below grade for the bottom of the
footing per R403.1.4.1 see review note #4 above
11.Mono Garage Footing - Indicate that the required minimum footing reinforcement placement
of two #4 in the middle third is if cast monolithically per R403.1.3.2 see review note #5
above.
12.Provide a reference to the Mono Garage Footing where applicable to guide proper
construction and inspection.
13.Manuf. Truss @ Flat Ceiling Indicate the required braced wall connection to roof framing
per R602.10.6.2 see review note #7 above.
14.Manuf. Truss @ Flat Ceiling - Indicate the required roof sheathing connection to roof
framing/trusses (including boundary nailing) per Table R602.3(1) see review note #8
above.
15.Provide a reference to the Manuf. Truss @ Flat Ceiling where applicable to guide proper
construction and inspection.
16.Braced Wall Panel Detail Clarify the construction requirements contained with this detail
it seems to be a mix of the Portal Frame with Hold-downs and the Alternate Braced Wall
panel.
17.Braced Wall Panel Detail Note that the LSTHD8 holdown will not meet the minimum
1800 pound tension load if installed in an endwall location of foundation stemwall.
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