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MIG t <br />Coapoastc <br />292 E L. PalrE Ave. St6. A <br />Arehoim, CA 9280G <br />Tel: 71 /r.€i,2299O <br />F.\:711.632.?s74 <br />Dbpetch: 8@.491.2990 <br />S.n Di.gofl npc.i.l County <br />6295 Feiris Squ.re slo. C <br />San CX€go, CA S2121 <br />Tel: 858-537.3999 <br />Far: 858.507.3990 <br />Disp6tch: 888.84,1.5060 <br />lnlard Emfirc <br />1,1467 Meririsn Fkwy., Bldg 2A <br />Rtv.rsld€. CA9251E <br />Tel: 951-653.,1999 <br />Fax : 951 .663.4€86 <br />Dbp.tch: 80O.,191.2990 <br />lndb <br />44917 Gor Ccnbr Ph,vy., St6.1 <br />lndb. cA 92201 <br />Tel:.7@.342A6n <br />F.x:7@.342.4525 <br />tlspabt: @0.431.2SO <br />MrGL PRoJECTT: 5403A19 <br />P6mn, '10191322-17509 <br />Rcpont a Pag6 1d1 <br />Speoal tn€pccton Repods mug be dEtrihrbd <br />DAILY INSPECTION <br />REPORT <br />b r.E partbs l6Ed beto,w !n t4daFdth€[Epedo.1 Flepo(t3 oa noo-cofiptbnt slditlo is mud be d6tnb(ed fiiS€Frdts rEpo.ts dtalt be pepor€d b e3dr twe cr 6peqal rnrPdi,l on a dary bsis Edt repo.l shall be coanp&d and egrEd by the speod nsp€ator corxluctrno lhe <br />fHE WORK WAS NOT THE WORK INSPECTED MET DID NOT MEETlnspected in accordance w h Ule requirements of the DSA,./OSPHD/ <br />PROJECT approved documents <br />MATERIAL SAMPLING WASE WASNOTE N/A EI <br />Perto.med in ac.ordence with DSA,/OSpHDipROJECT approved docurn€nts <br />Th€ requirements ofthe PROJECT do.rrments <br />Samples taken: <br />Weather:Clear fenp: 7 2 f <br />Projecl Architect <br />StructuEl Engineer <br />DSA Regional Ofice <br />School Didlict <br />Conh_aclor <br />BuiHing D€p€rtmert <br />Signature of Speoal lnspedor <br />Maged Saad <br />Certification <br />PRoJEcr NAME: Aldi Mor Store # 34 Date: 09/18/2017 <br />ARCHITECT: APD TIME ARRIVEO: 7:00 AM TIME DEPARTED: 3:00 Piil <br />ENGINEER: B&B Associates TRAVEL TIME:LUNCH TIME: - <br />cONTRAcroRi ED GRUSH SUB CONTRACTOR: <br />INSPECTION ADDRESS ADDRESS oF PRoJEcr: 2830 S.Bristol St, Santa Ana, Ca <br />D <br />tr <br />TYPE OF NS <br />O BACK F|LL <br />ON <br />ENGINEERED FILL <br />FOUNDATION <br />BATCH <br />E PT coNCRETE <br />E sHorcRETE <br />O coNcRETE <br />MASON <br />HIGH STRENGTH BOLTING <br />E wtlorr'rc <br />SHOP WELO <br />tr FIREPROOFING <br />ANC H OR/DOT'VEL <br />NDE FIELO <br />NDE SHOP <br />cETLTNG <br />trtr <br />APPROVED OOCUMENTS <br />PD PROJ <br />N <br />AVAILABLE <br />PLANS Y <br />SOIL REPORT Y N <br />N <br />SPECS: Y N <br />APPROVED SHOP ORAWNG Y <br />EOEUIPI,IENT USEO BY CONTRACTOR: <br />r^pRK AREA First and foundation Floor <br />RE T NO, OR RIAL PORTS): Norlml t/tt6ig itt Conqete, Hi4rade Mix <br />MATERIALS USED BY CONTRACTOR (lNCLUDE <br />On grid line A between line 7 and 7.4 To +1G-8,, level. <br />On grid line 7.4 between line A and A.8 To +1Gg,, Ievel. <br />On grid line A.8 between line 7 and 7.4 To +16-8,, level <br />lnspected masonry unit for conformance to specification and Code. <br />lnspected masonry mortar for proper mixing and handling. <br />lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance. <br />All above work is still in progress as per approved plans and code. <br />-lnspected th e laying up of 8" CMU wall in the following locations: <br />EWORKR P RCE oENT ALLF WOR K DATO o%PER CENT PROJECT COMP <br />Pflnt <br />OS&CITY Fil. a _ <br />DSAOSHPO Appl. a <br />osa,/LEA <br />' _