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2215 PINE ST Geotech Report 2018-01-02 MF Import
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2215 PINE ST Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 1:16:27 PM
Creation date
3/12/2020 10:41:45 AM
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Address Document
Street Name
PINE ST
Street Number
2215
Address Document Type
Geotech Report
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�flOV-21-2007 WED 12� 10 PM HWA GEOSCIENCES FRX N0. 4257742714 P, 02/O6 <br /> �vcno 3- 0l5 <br /> R�� 19130EdIhAvemieWer.65uAe2C0 FieldReportNo.: FR-017 <br /> u 1 ��•; Lyninwod,WA 9f.0('�+ Date(mmlddlyy�: 11179f2007 <br /> Te'.47Si-77<-0iG6 HWA P�oject No.: 2007-066•23 <br /> I-�WAGEOSCIENCESINC. F�..��.»a.2�,a HWATaskNo.: <br /> if�rcl ,�me acaiana aam:aai rol�u crtrvt o. <br /> G�rfield ES Modernization Everett,WA <br /> .rnl ---- ¢rf, @m:c�lo4vic e, i <br /> [v.:relt School Dislricl Bob Crefis OvercasUCool <br /> DusigaA:iPnriy(nnginccrora�c�ilttic'¢xcrJl 0.:�pnAul'�orlyReprr;urinLvC NWA ro�ec:ManaSer <br /> D I:cm:�n Tim 7wietme er Ton Martin <br /> fi;nrr,:IC:aT�Rclo� Gener]ICONra:mrRepreseMl4ve MWAFlcIeReprescnaLvc <br /> 6��,ee West Construction Mike Linn Ton Marlin <br /> FIELD REPORT <br /> St1MMAf3Y OF FIELD l'IME SPENT ON PROJECT TODAY: <br /> First Sitc Visit: Start Travcl:0930 Arrived at Sitc: 1000 Departed Site: 1130 End Travel: 1200 <br /> AC'iIVITY 13L=1NG INSPECTED:Welding �` � �~� <br /> ITEM BEING CONSTRUCTED: Roof support <br /> DFTAl1.ED LOCATION: Building 4001500: Ledger Anc�le, Grid 1 per MI55.6; 3f8"plates, Grid t per FVS6.7; Simpson <br /> hnn�er,tn W1Gx31 heam, Grid 3 per lIS5.5. <br /> TYPE OF INSPECTION: Periodic <br /> 51'A7US UF PLACEMENi OF'fHIS MATERIAL: <br /> Weldinn was partumed hy Allan G. Lowman(certified WABO welder). <br /> HWA INSPECTION ACTIVITIES RELATED TO THIS ITEM:HWA carricd out visual wclding inspection to conGrm wcid <br /> sfzes and carect placertient. <br /> CONFORMANCE OP THIS ITEM:To the best oi ihe Inspeclor's knowiedge, the ilem inspecled was found in <br /> conformance with approved plans, specificalions and RFIs,H�ith the ex�eption of any non-conformance Ilems list below. <br /> Ilem 1 - TYic Iedger anglc was spiiced in lwo places wilhout prior approvai irom the engineer or noti(yin�the welding <br /> i�:;peclor. The l�ull-Wcids are supposedly full penetrelion welds accortling to the Job Superintendent. <br /> ACl'IVITY DEING INSf'[C'I'�D: Nailing <br /> Il[M CiGING CONSTRUCTED: Shear walls and roof over new stage. <br /> D[TAILED LOCATIQN: Grid F/5.4-6.0, 7.OID-D.9, C15.5-G.O,C13.1-4.9. <br /> TYPF O�INSPF.CTION: Pcriodic <br /> STATUS OF PI_ACEMENT OF THIS MATERIAI.: <br /> Balh thc she�ilhing and lhe nailin9 was prosented 6y lhe conlractor as being complete. <br /> HW�INSPFCTION ACTIVITIES RELATED TO THIS ITEM:HWA carricd out visual observaiion and measurements to <br /> confrm correcl nailing placemenl. <br /> CUNFORN�ANCE OF 7HI5 I7EM:7o the best oi Ihe inspector's knowledge, the item inspected was found in <br /> con(ormance�ti-ith approved plans,specificalions and RFIs,with the exception ot any non-conformance items list below. <br /> Ilcm?- Nailin3 was found to bc incomplcic for shcar walls inspccted. <br /> MISCELI_l1N.F.OUSACTIVITIES, OBSFRVATIONSANDIORCOMMENTS: ^ T��^� <br /> Snle p;�le anchors were verified tor proper loca6on for Shear Wall C/4.5-6.0. <br /> 1'fie controctor is hoping lhe engineer will buy off on the spliced angle upon personal inspection. <br /> Total limc rharc�cablc to this jab is A.0 hours including Ihe tvritin�of this rcporl. <br /> SIUIJnI'URCS: ' <br /> Sipncd: �J�J�'—-1�Ii� Rr,viewed: -�w�� •c•^'an-, <br /> HWA Field y��r�scntat� HWA Project Engineer dr eviewer <br /> t <br /> 'li;q�;:!:I'o�.']an y Lr:reuod�•c:d ia i�s c�6mly, hc�c+:i;no1l�rJl��rp;l�ned by HtVn fPd�eP:eceMativeard HWA renraec P298 'I Of 2 <br />
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