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20160526091028.pdfI Ot I I Tali ';0 War, ��,h4 , � e b L It b" Gaut; Imto f � � � emu« A t �Vuv If - Alc� 141 , A -b. c RED SCI TE , P Civil & Structural Emglneering 19626 76th Ave. W. #A, Lynnwood, WA 98436 Office (425) 778-2793 wer@re®d-assoc.corn 5-17-2016 Ron Johnson 19601 23rd NW Seattle, Wa re: Abbott Res @ 16404 75th Place W Edmonds, Wa Plan Check # BLD2015-1559 R & A # 15-163 To whom it may concern, 5/23/16 ���;,i��' SII �� l`f� � �i ��i� � �f R� � U I IUTA UI r, iU� U UU 0 �I.Mif The following is this offices response to the correction notice Dated; April 8, 2016 for the referenced project. Structural Item 7 a: Detail 4/S-7 not used on S-1. b: Loads @ North end appear to be well below 50 kip allowable load, load at South ends bear on 9' high basement wall, transferring load thru wall to spread out uniformly to grade beam in base of wall, see detail 3/S-5. c: See revised detail 3/S-5 d: Detail call -out on S-1 change to 3/S-7, e: See revised plan Item 8 a:See revised detail 3/S-5 with reference to detail 4/S-5 b: See revised plan c:See revised plans and calculation enclosed. d; See revised plan e:See revised -plan Item 9: See note added to plans Item 10 See revised plan Item 11; See revised plan Item 12 a: See revised plan b: See revised plans and calculation enclosed Item 13 a: See revised plan b: See revised plan c; See note added to plans d; See revised plans Item 14: See revised plan Item 15; See revised plan Item 16: See enclosed calculations Item 17: See enclosed calculations Item 18 (assumed sheet S7) See revised plans Item 19 (assumed sheet S7) See revised plans If you have additional question or require further information please feel free to contact this office. Sincerely, Wendell Reed, l E, CBO 5/23/16