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Corporctc <br />2892 E La PrlnE A\/6. Ste A <br />Aneheim. CA 92804 <br />1.t:711.632.?999 <br />Fa\:71afn.2.XI{ <br />DiiP6tch; 8oo.ao.t.2so <br />San Oiegorrp.nrl Counly <br />6295 Foris Squ.re Stg. C <br />Ssn Oi€go, CA 92121 <br />T6l:85a 537.3999 <br />Fsx:868.537.3SO <br />DisP.tch: 866.844.5060 <br />lnland Eiifira <br />1{.167 Moriri.n Pkury., Btdg 2A <br />Rtuorsido. CA 02519 <br />T6l: 951.653.4999 <br />Fax: S1.63.466E <br />Oispatch: 8@.i191.299) <br />lndio <br />44917 Got Conbr pt(wy.. Sto.l <br />lndb. CA 92m1 <br />Tel 7@i42.1577 <br />Far:7d).342.4525 <br />Obp.dr: 800.,191.2&O <br />MrGL PRoJEcr.: 54{13A1 I <br />P6mitt 10191322-175{19 <br />RspontlPaqe 1ot'l <br />Speoal tnspecion R€po.t6 hust be clstrtutsd <br />DAILY TNSPECTION <br />REPORT <br />DSArcIY Fil€ I _ <br />DSATOSHPO Appt. t <br />DSA,TLEA 'to lhe gart'€s li*d beid wnhh t!SepardE .EF.ls $all be preFred tb( eaait t)re of speoal lr6ped'on on a dait <br />cq.B c, th€ 'n aEdion o, noo@plant q|ddrciE mlJst be drsilbulcdba$s Edr regod snait c..Dpl€t d 6nd eO,Ed by the sp.crat inspeds <br />THE WORK WAS WAS NOT <br />Projec{ Ardritecl <br />Strudur.l ErEineer <br />DSA Regional Ofrce <br />School Oi.toid <br />TtIE MET NOT MEETIn€pecGd in accodanoe w h the requiremenb of the DSNOSPHO/r.xuJEc I apprcved documents <br />MATERIAL SAMPLING WASE WAS NOrf] N/A E <br />VVE'IhET <br />Pedormed in accordance with DSA,/OSPHD/pROJECT apprcved doqrmsnts. <br />The requiremsnts ofthe PROJECT documerB <br />Samples taken: <br />Clear Temp: 77 f <br />of Speclal lnspedor <br />Maged Saad <br />Print Name <br />Certrncafion #: ICC <br />t <br />MIG t <br />PROJECT NAME: A ldi Mor Store # 34 Date: 09/05/2017 <br />ARCHITECT: APD IIME ARRIVED: 08:00 AM TIME DEPARTED: 3:OO PM <br />ENGINEER] B&B Associates TRAVEL TIME LUNCH TIME: - <br />ooNTRACIoR: ED GRUSH SUB CONTRACTOR <br />SPECTION ADORESSIN <br />AOORESS OF PROJECT:2830 S- B ristol St, Santa Ana CA <br />INS TION <br />E ENGINEEREo FILL0 FoUNDATToN <br />E BACK FILL <br />BATCH <br />PT CONCRETE <br />0 sHorcRETE <br />CONCRETE <br />trtr <br />HIGH SIRENGTH BOITING <br />YVELDING <br />SHOPWELD <br />NGFIR E <br />ANCHOR/OOWEL <br />E NDE FrELo <br />NDE SHOP <br />CEILING wlRE0troDSIJOSHPD PROJECT <br />APPROVED OOCUMENTS <br />ILABLE APPROVED <br />PLANS Y N <br />SOIL REPORT Y N <br />N <br />N <br />APPROVED SHOP DRAWN GY <br />s <br />EOEUTruENT uSE0 By coNrRACToRi Boom rift, Hamess, chipping hammers, wire brush and werding machanes <br />RIALS US€O BY CON MATE <br />woRK AREA. First Floor roof <br />(tN LUOE RESEARC}L REPORT NO REPORTS)i Normat \ ,reigtt! Concrete,Hi€rade Mix <br />lines 6.2 & / to angel and !/2,, rod as per detail C2 on sheet $ S- <br />-Reinforcing joist between lines ! & p and lines $ & !! to angel and !/2" rod as per detait 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 # PSF 149. <br />All work detailed above is still in progress as per approved plans and code. <br />Completed welds were visually inspected i <br />-Reinforcing joist between lines f& ! and <br />405 5 joists were completed. <br />n the following locations: <br />TODAYREWORKPEERCoNTALLFRWOK 0%CPER ENT P EROJ CT COMP LETE: <br />cc Contraciot <br />BuiHhg Departnrent <br />Ownsr <br />e1 <br />79