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2013-0506 Voth remodel-addition.pdf City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 DATE: June 3, 2013 TO: Fairholme, Inc. mike@fairholme.biz FROM: Chuck Miller, Plans Examiner RE: Plan Check: BLD2013-0506 Project: Voth carport remodel-addition Project Address: 8119 Sierra Drive 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 S2: 1.First Floor Framing Plan - Clarify the callout for ‘Beam 2.2’ – 4x10 DF #2 – it appears to be over spanned and fails in bending. The span of the beam noted on page 21 of the provided structural calculations is different than that represented on the First Floor Framing Plan. 2.First Floor Framing Plan - Clarify the callout for ‘Beam 2.5’ – 6x10 DF #2 – it appears to be over spanned and fails in bending. The span of the beam and point loading noted on page 24 of the provided structural calculations is different than that represented on the First Floor Framing Plan. On page S3: 3.Shear Wall Schedule – Nailing Pattern – Horizontal Diaphragm – Clarify the required on- center spacing for the boundary nailing used to attach the floor sheathing to the floor joists – it does not appear to meet the requirements or be equivalent to Table R602.3(1)/IBC Table 2304.9.1. 4.Shear Wall Schedule – Nailing Pattern – Horizontal Diaphragm – Clarify the required on- center spacing for the boundary nailing used to attach the roof sheathing to the roof rafters – it does not appear to meet the requirements or be equivalent to Table R602.3(1)/IBC Table 2304.9.1.