Laserfiche WebLink
EVERETT <br />WASHI NGTON <br />December 5, 2022 <br />CITY OF EVERETT <br />Permit Services <br />Mr. Rick Heide <br />Design Build Services, Inc. <br />28119 120t" St SE <br />Monroe, WA 98272 <br />Email Address: rheide@dbsmonroe.com <br />RE: Owner: Denise Ohlfs <br />Job Address: 4828 Delaware Ave <br />Plan Check Number: B2210-031, Second Building Review <br />Dear Mr. Heide, <br />We have reviewed the responses to the First Review letter dated October 25, 2022. Multiple <br />comments have not been completely addressed and require additional action before a permit can <br />be issued. Additional comments have also been included based on a review of the revised <br />construction drawings. The comments are itemized for consistency with the original review letter. <br />These comments address building issues only. Additional revisions or additions may be required by <br />other departments including Public Works, Planning, and Fire. <br />In order for the processing of your application to continue, the following documentation shall be <br />submitted to Permit Services for review: <br />a. Itemized letter addressing the comments provided below. <br />b. Two complete sets of revised construction drawings. <br />c. Two copies of supplemental structural calculations. <br />d. One copy of the geotechnical report. <br />Submittal documents should contain sufficient information and detail to review the proposed project <br />for compliance with the adopted building codes. Upon submittal of the revised documents, your <br />application will be given priority and the review will recommence. <br />Structural <br />A geotechnical evaluation should be performed and recommendations provided based on a <br />review of the proposed project and site conditions The report should include lateral earth <br />pressures for retaining walls including active pressure, building dead and live load <br />surcharges, and seismic surcharge pressure. The recommendation should also include <br />recommendations for maximum temporary soil cuts and shoring. See IBC Sections 1610.1, <br />1803.5.12 Item 1 and 1807.2.2. The design values should be specified in the construction <br />drawings. See IBC Sections 1603.1.6, 1603.1.8, 1803.1, and 1803.6. <br />Page 1 of 3 <br />