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5, =1lie PSI, shoulcl be aclequate to resist loads from the guard, Clarify-,vhich gu,,i.rd is <br />intended and =rcdfy balcony that the base core iection strength is adeguatc fogy- the top <br />rail out-o:i-plane loading, <br />Response: See comment 1 above for response. <br />Structural <br />1, Sheet 33 11as bEc en updated vAth the required It is noted t:ra<At this sheet <br />still con.t:tins steel notes. Steel frarning is understood to be efirninated From the <br />project, and does not show Lip in the special inspection. scheduhl , Verify- if thy, notes <br />sbould be rctnovcdl, <br />Response: Please refer to structural response. <br />If you have any questions regarding this response letter, please do not hesitate to contact me at (425) <br />836-4800. <br />Sincerely, <br />Sanjeev Sharma <br />President <br />Design Lyric LLC <br />Design Lyric LLC (425) 836-4800 9824 223,d Place NE, Redmond, WA 98053 <br />