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• . ..s4.) fr tf d'x <br /> itikoNo <br /> CONSTRUCTION INC <br /> SINCE 1 9 6 3 <br /> March 1st, 2022 <br /> Drew Martin, PE, SE OIW <br /> Associate Engineer/Commercial Plans ExaminerD EEIE <br /> 3200 Cedar Street <br /> Everett WA, 98201 MAR 0 4 2022 <br /> Permit ServicesT <br /> Subject: Plan Review Response <br /> Owner: Sunbelt Rentals <br /> Job Address: 7400 Hardeson Road <br /> Plan Check Number: B2107-004, First Building Review <br /> Structural - Building <br /> 1.The structural drawings for the steel building appear to be incomplete. Information missing <br /> includes but is not limited to the proposed lateral system and design factors and lateral framing <br /> for both principal directions. In addition,the foundation anchorage detail is incomplete; the <br /> plate thickness and welds are missing. Revised drawings should be submitted for review. See <br /> IBC Sections 107.2.1, 1603.1, 1604.4, and 1613.1, and ASCE 7-16 Section 12.2.1. <br /> RESPONSE:The structural building plans submitted with the initial permit package were preliminary <br /> drawings. The final drawings and structural calculations are enclosed in the attached REV1 submittal <br /> package which address the structural building comments. <br /> 2. The building drawings do not specify a lateral system. Per Foundation Comment 1 above, the <br /> building appears to be designed using an OSCC system, which is not permitted in SDC D. An <br /> approved lateral system should be specified. <br /> RESPONSE:The structural building plans submitted with the initial permit package were preliminary <br /> drawings. The final drawings and structural calculations are enclosed in the attached REV1 submittal <br /> package which address the structural building comments. <br /> 3. Structural calculations have not been included in the application documents and should be <br /> submitted for review. Preliminary comments have been provided below; additional comments <br /> may be issued pending review of the calculations. See IBC Sections 1604.1 and 1604.4. <br /> RESPONSE:The structural building plans submitted with the initial permit package were preliminary <br /> drawings. The final drawings and structural calculations are enclosed in the attached REV1 submittal <br /> package which address the structural building comments. <br /> 4. The columns resist flexural load in both principal directions, and therefore effectively form the <br /> lateral system in two orthogonal directions.The columns and their connections should be <br /> designed for 100%+30%orthogonal loading. See ASCE 7-16 Section 12.5.4. <br /> r /� <br />