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2012-0761 Freeman carport revision 1.pdf City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 DATE: January 10, 2013 TO: Jim Freeman revsloppy@msn.com FROM: Chuck Miller, Plans Examiner RE: Plan Check: 2012-0761 Project: Freeman Carport revision th Project Address: 17411 76 Avenue W 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. General Note: The following plan review comments regard the revised construction documents submitted for the re-design of the method to be used to resist the lateral forces imposed upon the structure. On page A-2: 1.Holdown Schedule – Clarify the difference in the holdown type listed for use at locations marked ‘T-1’ and that required in the provided revised structural calculations. Note – per the manufacturer, the use of the ‘HHDQ11-SDS2.5’ holdown requires a Douglas-fir post, with a minimum wood member thickness of 5-1/2”, for its connection to develop the allowable tension load required to meet the calculated load. 2.Holdown Schedule – Provide the installation information needed for the ‘PAB8-XX’ holdown anchorage to develop the allowable tension load required to meet the calculated load. The anchor bolt length, manufacturer’s installation requirements, and the placement by the installer may affect the configuration of the wall footing shown on detail ‘2/A-2’. 3.Shearwall Schedule – Clarify the difference in the shearwall construction indicated and that noted in detail ‘2/A-2’ and required in the provided revised structural calculations.