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MIG I <br />Corpor.t6 <br />2992 E L. hlnlg Av€ . St6. A <br />Anlhrin. CA 92tb6 <br />Tol:714.€m-2999 <br />F.x'.71a.Ej2.2974 <br />Obp6ldr: Em.452SO <br />Sen Oicgorlnpcrisl County <br />6295 Foois Squarq Eo. C <br />Srn Clogo, CA 92121 <br />Tel: 858.537.39S <br />Far: 454.537.3900 <br />DbFd': 888 84a.5og) <br />lnl.nd Empir. <br />l44ga Merirbo Ftryy., Bldg 2A <br />Rivd3ir., CA 9251 8 <br />Tel: 951 .653.,+999 <br />F.r: 95'1.653.4566 <br />Dispetch: 8@-.19'l.2FO <br />hdlo <br />'14917 Golt Conbr Ph./y., Ste_,| <br />Irdb. CA 9201 <br />1.1:76-Y2.6n <br />F.x:760342.4525 <br />tlsFbfi: mo.49t.z€so <br />Sp€oal In6pedron Repo.ts mr ab. <br />Ser6rale repo.ts $dl be p,epa.Ed <br />dtlthrtsd bEEFlEstst{ Detorwlif,t 14 rb\adtre nEpedEr Fhpolls d rdr<tph.t dtdills musr E d8ttted rnrr€dai€tyb. eaci tEE d speoar nspcrrin on a daiv basii Eaor ep& srril oeanipreeo "ii&,i;ifrir.p".a "*p"a- <br />(ur,di{ tE <br />Mrcl- PRoJEcTa: 54{l3A 1 9 <br />Pe,nil r 10191322-17509 <br />Reportt 1 96 1or'l <br />THE WORK WAS WAS NOT <br />Proj€ct Arririt.ct <br />Structural Engh66r <br />DSA Flegional Ofic. <br />Sdlool Dhfrict <br />DAILY INSPECTION <br />REPORT <br />THE INSPECTED <br />Clear <br />DSA,Elry F ., _ <br />OSA/OSHPD ADot. I <br />DSA/LEA <br />' <br />- <br />DID NOT MEETl$pocted in ac€ordanc. with ths requkemenb of lhe DSA,/OSpHD/ <br />PROJECT apprDwd doqJments. <br />The rEqursments of the PROJECT doolrnentB <br />Samplq6 tiaksn: <br />MATERTAL SAirpLtNG WAS Et WASNOTE fvA El wcrliq: <br />Perfomed in ac.ordrnc. with OSA./OSPHTPROTECT rpp.oved do<lrnErts. <br />Temp: 77 I <br />Buildlng Departnent <br />Signature of Spscial lnEpector <br />Maged Saad <br />Certifcatio n <br />PRoJECT NAME: Aldi Mor Store # 34 oate . O812912017 <br />ARCHITECI: APD TIME ARRIVED: 7:30 AM TIME DEPARTED: 2:30 PM <br />ENGINEER: B&B Associates TRAVEL TIME LUNCH nME: - <br />CONTRACTOR:GRUSH SUB CONTRACTOR: <br />INSP TION ADDRESS ADDRESS OF PROJECT: 2E3O S. Bristol St, Santa Ana, Ca <br />oFr <br />BACK FILL <br />B ETGINEERED FILL <br />E FoUNDATtoN tr <br />BATCH PLANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />MASON <br />HIGH STRENGTH EDLTING <br />O wELorNG <br />SHOP WELD <br />FI <br />D ANcHoR/DowEL <br />E NDE FIELD <br />E t{oE sHoP <br />LING wlRE <br />DSAiOSHPD PROJECT <br />APPROVED ENTS <br />AVAILABLE APPROVED <br />PLANS Y N <br />TYsotLE N <br />Nfl <br />SPECS: Y N <br />APPROVED SHOP DRAWNG Y <br />EAEUIPMENT USED BY CONTRACTOR <br />Ii\ORK AREA FiTSt FIOOr <br />LUDE NO, OR TEST R NorEal Woight , Hi€rado MixRMATERUSEDTOR ( <br />For Pilasters on lines F&5.6 from foundation level to Level +4,{,, from finish floor. <br />Grout was mechanically vibrated. <br />lnspected the laying up of 8" & \2" CMU wall in the following locations: <br />on grid line A between line 7 and 7.4lrom Foundation level for 4 courses in averate. <br />on grid line 7.4 between line A and A.g from Foundation rever for4 courses in average. <br />lnspected masonry unit for conformance to specification and Code. <br />lnspected m.sonry mortar for proper mixing and handling. <br />lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance <br />1 set of 3 mortar samples were taken. <br />All above work is still in progress as per approved plans and code. <br />lnspected the pl acement of grout 3,000 psl in the following locations <br />EWORKR PAS RE EN T OF ALL PERCENT PROJECT COMPLETE: <br />Venfied