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CORRECTION RESPONSE LETTER 1 1111 <br /> 3417 PLAN 3 <br /> Job Address: 423 Rockefeller <br /> Plan Check No: C2007-013 <br /> 5E©EDVE <br /> DATE: 3.11.2021 <br /> James Bronder, PE, SE MAR 202.E <br /> CITY OF EVERETT <br /> Associate Engineer Plans Examiner Permit Services <br /> Permit Services <br /> 3200 Cedar Street, 2nd Floor, Everett, WA 98201 <br /> CORRECTIONS/RESPONSES: <br /> 1. Sheet A2.0, plan notes indicate a dwelling-garage separation for walls. However, <br /> it does not appear to contain notes for fire-resistive protection for the habitable <br /> spaces above the garage. Please verify and revise notes and plans as required. <br /> IRC Table R302.5. <br /> RESPONSE: note added, sheet A2.0 <br /> 1/2" GWB applied to the WALL garage side and <br /> 5/8" TYPE X GWB applied to CEILING garage side. <br /> 2. On Sheet A4.1, a glulam 5.125 x 15 or 6.75 x 13.5 is proposed to transfer both <br /> gravity and overturning forces from the 2 nd floor shearwalls. The permit <br /> calculations appear to show a gravity design load check, but does not appear to <br /> verify that the proposed glulam can withstand a combination of overturning <br /> forces in addition to the gravity load. Please verify that this beam and its <br /> supporting construction are adequate to carry the load combination with lateral <br /> load overstrength factors. Also, details to transfer the overturning forces from the <br /> shearwall into the glulam beam appear to be missing. Please clarify the transfer <br /> detailing for these conditions. ASCE 7-10 12.3.3.3, 12.4.3, IRC R106.1.1. <br />