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"f <br />7. This comment has not been. addressed; the original comment is provided. beloNv. Derail <br />l0/.A%01 has been deleted, -,which does not address th.e contntetnt The stn ctural <br />response states that revised, details have: been provided., but these cannot be located. In <br />addition, the structuiratl response states that the interior guards, p.resurn.ed to occur at the <br />stairs and balcony area, have been. designated as deferred submittals. However, a <br />Deferred Submittal. section has not been provided. in the drawings, and, design criteria <br />for the rails has not been. specified. Deferred submittals are re:qu:ired to be reviewed and. <br />stamped by the designer -of -record pricer to construction. Sec IBC Sections 107a3x4a and <br />1603AX <br />original cornment:s The stairway on Sheet A6a01 and the open. 1. pper Floor above <br />include guards. The details for the guards and connections are not complete and should. <br />he revi.se.d.. Calculations should he submitted for review sultstantiating° the: design of the <br />gr atrds, connections, and sttpportitig framing,. 'he loads per 11 C Section 1607.8A <br />should be useda See IBC Sections 1603.1, anad.1604.1.. <br />Response: Detail 1 /A,.9.01 has been removed.. Please refer to updated A6.01 & A6.02 for <br />staircase rails details. <br />8. This coon ent leas not been aidclressed.; the original cornnient is provided below. the <br />response states that Detail 7/A9.01 was revised, but it has been, crossed out, 1n addition, <br />the structural response states that details have been provided, but these cannot be <br />located. <br />Original. Cornments Detail 07/A9.01 shows the connection of the posts to the structure. <br />�„a <br />... a <br />The details for the gttard s and, connections are not complete and should be revised, <br />Half of the :lag screws do not appear to connect to framing. Calculations should be <br />sub-i:nitted for review substantiating the design of the guards, ati."on.nection.s, and <br />supporting framing. The loads per IBC Section 1.6 07.8.1. should be useda See IBC <br />Sections 1603.1 and 1604,L <br />Response: Please refer to revised detail 07/ A9.1. & Updated structural drawings. <br />If you have any questions regarding this response letter, please do not hesitate to contact me <br />at (425) 836-4800. <br />Sincerely, <br />Sanjeev Sharma <br />President <br />Design Lyric LLC <br />Design Lyric LLC (425) 836-4800 9824 223rd Place NE, Redmond, WA 98053 <br />