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. . � , , . , Engineer's Field Report <br /> �2e 13am si sw,S��iozoo ProjecL Snil Stora{;c l3uildin� <br /> Evorell,NlA98204 Client: CGMI:X <br /> Ph: 425 7at-3soo Pro ect No: 21-00-013 � <br /> Fax:425 741-3900 � I <br /> CoNractor. �7A <br /> I <br /> � <br /> 2. Foundations � <br /> A. fbundalinii micha•s rry�penred to he qpicul anchor I�olts wilh nur.r mtd�vas•l�cr.s. I <br /> '1'he con��ectio�� I�ar�Arcu•r drd not appcar fu hrrne any�noLr(ure-prutectinn coating � <br /> �ridt e.cception ra sane of dte ivasher.r. 77tc hurd�vnre hrts n thin rn.et cnnriiig. II <br /> Connection hurclware observed to be coated in an tmkno�vn black bnuhed-on <br /> malcrial. ibL•itcrials appcared to bc a thick paint or asphnit-bascd product such as u <br /> roof scalant. Scc Photo 5. rVl basc conncclions coatcd c�ccpt thc cuncrctc-cncasc� <br /> Framc conncctions along thc�outh sidc anct thc lhrcc castcrn-most gravity column <br /> connections. Scc Photo 6. <br /> l3. l7�e f�,���,d�u��,,, t,«.�•�i,r��r�.r�„<<�����,r�,i +i- �-r,���r,�r�,�,��� rn�Jinished 1op.curfnec q( <br /> !he concrcle pede.crtrLc. T7ie ba.se p/rtres nre 6eurin,q nn nul.s lucnterl6�lau� the <br /> (�la(es; d�c nuts ap/�ear to be used ro (evcl tlte colruttn.r. %7�c,ti�np.s bchrcc�� !he G�isc <br /> p(atrs and�cdestnls ure not.�Aed�vith cnnrrete or non-.tdirink grnu�. <br /> 'Phc gaps appcarcd to havc bccn fillcJ with a concretc or ccmentious mutcrial. <br /> tlowever. the material coidd not be dctermined because Uic column h:ise was coai �d <br /> as diccusscd in Ilcm 2-I3 abova In addition,sevcral locations hacl wood remnants <br /> embeddcd m�ound tL•e basc pla(c perin• �ter. Sec Phuto 7. Il is assumed that thesc <br /> �ecre part of the wood forms uticd �o contain the tiller ma�erial under the base plates. <br /> C. l7ic rntcrror grrn�iry cr.(untn ur+ Grid I�/8 hu.s o�ily ln�o nncl�ur bu!(.�; Ore b�cre/�Iufe <br /> lia.��hules fi�r,�uur. The c.ci.iririg micliur.r ure Incnted on nppnsile co�ner.c of tlic <br /> pintc. <br /> Two anchors have becn added to this location. Sce Phnlo R. <br /> 3. S[ccl l3raccd Pramcs <br /> :1. %7ie l�ntce fi•anics Iruve bnik�d rennecrinns. T/�e hnlred c�a�necrinn.r du nn! inerlude <br /> �vu.s6er.c. <br /> �Vashers did not uppear to he added to the bolted connections. <br /> C. 7'he Inu�cr cnnncctia�,c fi�r(he braccd.(rumc a�Grid C//-Z did nu( includr Golrs. <br /> Tlre bruce!u gu.cset plute ennneclinn.r are welder(�vidr ri +/- :�/�S-inch fi!!er weld. <br /> 77�c �vc/d upperrred tn be u.s�d to r.rnnpensafe fi�r�nlscdi,ti�nmenf njbnit hules <br /> ben��een(he brac��.r and gussc!plrites. <br /> No bolts wcrc addcd to the wcld�d bracc conncctions. Scc Phaos 9 .md l0. In <br /> addilion, thc lower-r�xl brace has been d.unaged. See Photos l I, 12. and 13. 'fhc <br /> bracc apl�cars to havc hecn hit by;i vchicic and bent scvcral inches out-of-plan�. <br /> Thc ahihty of this hr.icc to provide latcral resist�ncc has been scvcrely <br /> compromiscd. <br /> p. Thc lower, ensr coniicrriun.%ar dre Grnced Jrumc at Grrd NS-I inr.lud��e•nne bu(t <br /> dmt i.c nut fi,��h(encd; «,Stq� ��•u.�•ub.ser��e�l bcncccl7 fllt'llil(fUl(I�QI1.1SC!�1GIIC. <br /> ISnh :ippcac< tu h:n�c hccn ti�htcnod. ticc Photo 1=1. <br /> P�igc 2 of 5 <br />