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Structural Dcsign Associates <br /> Norlh Slar f3uilding <br /> 2210 I lcwitt Avc, Suite 401 <br /> Everctt, WA 98201 <br /> (425) 339-0293 <br /> March 31, 2003 <br /> Public Works <br /> Gngincering/Public Scrviccs Dcparlmcnl <br /> City of I'svcrctt. W/� <br /> Sul�jecL' Plan 1Levie�+' Leticr Jated March 24, 2003; ProjecL Mariner Square Inveslmenls <br /> SDn .lob ll 1250 — Lakc V icH•Ccnlcr <br /> Mr. Slcvc Millcr, nssnciatc L'nginccr <br /> In rcgards tu subject IeUcr. <br /> Slrucwrnl Gcncral <br /> ItcmN I: Calcul.nions provided, dct. 14/S-<1 shown bond bcam w/2-N7 bars for front <br /> CMU wall and revised Wood wall deL 3 and 7/Sd rear wall, side wall DeL 10/S- <br /> 4, and CMU sidc �valls incrcase Icdgcr bolts 5/8" dia. rr 32"o.c. _ -. � � �Z <br /> . � � �'�' � �� <br /> ilenill3: C�ilcul;�liuns provideJ, revised dc�. 2/S-4 tvitit 2-116 bat��'�rig �j'cldeJ lo pl.de <br /> connccted to girdcr truss, axial load on drag strut slio���n un roof plan S-3A. <br /> Uiaphragm shcar valucs (or mctal rooling 7'ypc I ISI3-36 providcd. <br /> Itcros!t3: Revised calcul.�lion, revised del. 3/S-d, additional anchorage details 3a and <br /> I I a/s-4 <br /> Itcmlld: Calculnlions prov�decl, chccked Icdger size�� roof line and conneclions, reviscd <br /> 30d nails I'or shcar and withdrawal capacity, additional coilcd strap CS 18 along <br /> chord linc trom cnd wall to cnd wall. <br /> � <br /> Submivals: 2 sets of drawings tivith ���et stamp, 2 copies of calculations � <br /> i <br /> I f there are any yucstions about this report or if I cm be of any further assistancc, please � <br /> feel frce to call me at thc above phonc number bchvicen 8 AM and 5 PM Monday— <br /> �riday. I look timvard to working with you in thc fulurc. Until thcn, l remain .r� � <br /> „!'- �01'1N <br /> �'t�%` �v�.s��Cf'p <br /> Vcry fu �y s, `�•: �1�, ?- <br /> ,� r � <br /> �� . - � �t=� , <br /> . C,o�-ingf} n,i rincipa laiginccr <br /> L ,' 4p i /'IS' �,�` <br /> C` �� , C�iF� ';'�� <br /> S5 `��. <br /> I"ipc I ol I �O�V�U. G I. <br /> ExrwES � <br /> �._ � . �_I _'�/09�. _ � <br /> : <br />