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2992 E Ls PalnE Ave. Ste. A <br />Anahoim, CA 92q)6 <br />T€l:714.632.299e <br />Fa\: 71 4.632.297 4 <br />DisParch: 8m.491.299O <br />S.n Oicgorlrp.rirl Couft y <br />0295 F6(rb Squaro So. C <br />San Diego, CA 92121 <br />Tcl: 854.537.3999 <br />Fax:856.537.3990 <br />Dispalch: Aa8.8, r 50@ <br />lnl.nd Emgirc <br />'14467 Morilbn PhYy., Btdg 2A <br />Rivorsldo, CA 9251E <br />Tel: 951 .653.4999 <br />Far: 95'1.663.4666 <br />Dispatch: 8m-491.29SO <br />lndio <br />:i/€t 7 GoI Ccnr. r Ph/y. , St6.1 <br />lrdlo, CA 92ml <br />ret 7gJ342I6n <br />Fax:7@.342.4525 <br />Disp€bh: AOO.49I .2,390 <br />MrcL PRoJEc : 5403A19 <br />permnr 1 019'l 322-17509 <br />R6ponrlPago1ot1 <br />DAILY INSPECTION <br />REPORT <br />DSAr'CITY F.Io ' _ <br />DSAr'OSHPD AppI. , <br />OSA/LEA ' <br />-Separate rcportg 6hall be p.epa.ed lt ea.h type d sp€oal <br />'r6p€dlon <br />on a da't b6rs Each epo.t snal tE csnpleted ad sprEd by rE sp€clal tlsp€oto. co.xldng the <br />]IITG I <br />oate: 08/19/2017 <br />TIME DEPARTED, 4:30 PMrlME ARRIVEDT 7:00 AMARCTiITECT APD <br />LUNCH TIME: .TRAVEL TIMEE NGINEER: B&B AsSOci.tES <br />SUB CONTRACTORcoNrRACroR: ED GRUSH <br />ADDRESS OF PRO.JECT: 2830 S. BristolSt, Santa Ana, CAINSPECTION ADDRESS <br />CEILING WREUtrtr0 <br />tro0 <br />E CONCRETE <br />BATCH PLANT <br />PT CONCRETE <br />SHOTCRETE <br />f] MASONRY <br />EI HIGH STRENGTH BoLTING <br />D wELDtNG <br />D SHoPWELD <br />tro <br />EI FIREPROOFING <br />E ANCHOR/DOWEL <br />NDE FIELD <br />NDE SHOP <br />TYPE OF INSPECTION <br />E ENGINEERED FILL <br />E FOUNDATION <br />E BACK F|LL <br />SPECS: Y EIN tr <br />APPROVEDSHOP DRAWNGYE N DDSAOSHPO PROJECT <br />APPROVEO OOCUMENTS <br />AVAILABLE APPROVED <br />PLANSYENE <br />SOILREPORTYENE <br />EQEUIPMENT USED BY CONTRACTOR <br />r^/oRK AREA FOUndation FIOOr <br />MATERIATS USEO BYCONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS): NorrEl\,,eigl Conctete, Hk3rade Mix <br />Observed epory for installation of 168 Horizontal dowels and 42 vertical dowels for Concrete footing and <br />concrete wall in the following locations: <br />On grid line 7 and between line B & C. <br />Observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air prior <br />to placint Epoxy. <br />Epoxy Simpson HILTI-HIT-HY 200-R was used expire date 5/2018. <br />Contractor followed the manufacture instruction for installation as well as ESR-2508 <br />All above work was completed as per approved plans "detail 82 on Sheet # 5-301" and code. <br />PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALL WORK TODAY, O% <br />TI.IE WORK WAS WAS NOT <br />lnspeclcd in sccordance vrtth the requirements of the OSA,/OSPHD/ <br />PROJECT approvEd documonts. <br />VlEather: <br />MATERTAL SAMPL|NG wAs0 wAsNorD wAE <br />Perlormed in acaordance with DSA,/OSPHDi PROJECT apptoved docurnents <br />THE WORK INSPECTED MET DID NOT MEET <br />The requir€ments ofthe PROJECT documents <br />Samples taken: <br />Clear remp 71 f <br />cc <br />Signature of Special lnspedol <br />Maged SaadProiecl Archtect <br />Strudural Engineer <br />OSA Regional Ofice <br />Sdrool Di*id <br />Contractor <br />Building Dcpartmcnt <br />Owner Prinl Name <br />Ce rtificatio n *: ICC{457479 <br />Venfed <br />PRoJEcr NAME| Aldi Store Mor # 34