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TUIIG 1 <br />Co.por.L <br />2992 E Le ftlrm Aw. Sto. A <br />Anahei'n, CA 92806 <br />Tel: 714.632.2989 <br />Fax 711.@22s74 <br />Oispetci: 8CD.,191.29$ <br />S.n Oicgo, rnpGri.l Courty <br />6295 Fe.ris Square Slo. C <br />S.n Disgo, CA 92121 <br />Tel: 856.537.3999 <br />Fax: 856 537.3990 <br />Oisp.tch: 888.8.a.1.50@ <br />lnlr|d Emfi.. <br />1 /tzl6, Morirhn Ptvay. , Bldg 2A <br />Rivo.sire, CA 925't I <br />Tel: 95'l .653.21999 <br />Fax: 05'1.663.,1666 <br />Disp.tch: 600.491.2990 <br />lndio <br />zl49'l7 Gof Cenbr Pt y., Ste..l <br />lndio. CA 92201 <br />Tel7@.U2.16n <br />F.r:7e,312i525 <br />tlspqbh: 80O.u191.2990 <br />Speoat hspecbon REpdts mus be <br />Separ6le r@rts sttall be p.epared <br />dEfiboEd uc rE Dadps t6tsd tetp wltxn 14 .tayB ot tE rEp.d,o.t Repo.ts d r,.rFcornpt|snt co.xnlo.!6 mu6t be dsruJted m|ItdlaFtvlb.ea.htlpedsDe.ElinseedDnonadaivbesis'Ed,;"&d,"r;;;t#;;;H;fi;;;;;;#;ilil--t <br />uTct PRoJEcTt: 5403A19 <br />Pemit, 1 01 91 322-1 75{19 <br />Report t 1Page 1 of l <br />THE WORK WAS WAS NOT <br />Projed AEfinect <br />Structurel Engineer <br />DSA Resional Ofrce <br />Sdrool Distrid <br />DSA/CITY Filc a _ <br />DSA,OSHPD Apgl. t <br />DSA,/LEA * <br />lrEpecl?d in ac{ordanc€ vrith ttE requirements of the DSNOSpHD/FK(JJEC I approved doqrments <br />MATERIAL SAMPLING WAS E WAS NOr E N/A E <br />IA/EAIhET: <br />Perfurmed in accordance wi$ DSA,/OSPHD/PROJECT approved documenb. <br />THE WORK INSPECTED MET DID NOT MEET <br />Th€ rsquiremenb otthe PROJECT documcnts <br />Samples taken: <br />Clear Temp: 86 f <br />Contrac-tor <br />Buildi.g Dep6rhent <br />Owner <br />Signatlre of Speciat tnspedor <br />iiaged Saad <br />Print Name <br />Certltication # lCC{457479 <br />PRoJECT NAME: Aldi Mor Store # 34 <br />ARcHITECT: APD TIME ARRIVEO: 07:30 AM TIME DEPARTED. 4:OO PM <br />ENGINEER B&B Associates TRAVEL TIME:LUNCH TIME - <br />CONTRACTOR, ED GRUSH SUB CONTRACTOR <br />JNSPECTION ADORESS ADDRESS OF PROJEcT: 2830 S.B.istol St, Santa Ana CA <br />OF <br />BACK FILL <br />E ENGINEERED FILL0 FoUNDATtoN <br />PLANT <br />PT CONCRETE <br />D sHorcRETE <br />CONCRETE <br />MASONRY <br />HIGH STRENGTH BOLTING <br />WELDI}IG <br />SHOPWELD <br />FIR OOFING <br />ANCHOfuOOWEL <br />NOE FIELD <br />NDE SHOP <br />CEILING WRE <br />trtrOSTJOSHPDOJEC <br />APPROVED DOCUME NTS <br />D <br />PLANS Y NO <br />AVAILABLE APPR ,L REPOR N <br />N <br />SPECSj Y N <br />APPROVED SHOP DRAW]NG Y <br />EOEUTPMENT USED 8y CONTRACTORi BOO. lift, Hamess, Ghipping hammers, wire brush and welding machines <br />MATERIALS USED CONTRACTOR ONCLU RES H REPORT OR MATE <br />r^roRK AREA: First Floor roof <br />TEST REPORTS): N onna Meight Con6et6 , Hi6rade Mix <br />-Reinforcing joist on lines 5.3 and between lines Q & ! to angel and !/2" rod as per detail C2 on sheet # s-405. <br />Welds were inspected for size, length, location and free of visible defects. <br />All welding was performed as per approved plans and code. <br />Verified welders certificates as: Jeffery Rodgers license #pSF 046, Boris euinanilla AWS and Divan Michelllicense f PSF 149. <br />All work detailed above is still in progress as per approved plans and code. <br />mCo lete WEd d WEs rep s au cte d tn hev fo onspe o cat nsong <br />e.R n ffo c stol b e ntweeng esn &a nd ne s &F ato nE a dn 2 rod aaZ s f etd a C2 no spe he te *540 <br />R EWORK PAS RE E TN Fo WOALL KR DATO Y lYo ERP ENC PRT TOJEC oC M PLETE <br />DAILY INSPECTION <br />REPORT <br />Date: 09/01/20 t 7