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MIG I <br />Corporata <br />2992 E La PakrE Avo. Ste. A <br />Anaheim, CA 92806 <br />T6l: 714.632.2990 <br />F.x: 714.6o2.297 4 <br />ofsPatch: Eoo.491.29€o <br />S.n Oi.gon.r?e.ial Couity <br />6295 Ferris Square Slo. C <br />Sen Dogo, CA 92121 <br />Tsli 850.537.33S9 <br />Far : 454.537.3990 <br />Disp€tch: a8a.844.5060 <br />lnl.rd EmEirc <br />1/1467 Meridi.n Ptwy., Bldg 2A <br />Riv€rsk €, CA 92518 <br />T.l: 951 .653.499e <br />Flx: 951 .653.4666 <br />Ol3p6tchi 8@.491.2SO <br />rdb <br />44917 col, Contor Ptwy., Ste.l <br />lndio. CA 9220'l <br />Tot:7@.342.4677 <br />Fax.7@342.4525 <br />Ct p€tch: 8OO.,191 .2990 <br />Spe<jal lnspecton ReporE mud be disffirted to <br />SeperaE repo.l6 $allbe gegared tr eaah type <br />tjre partl€s l6led Dero, wihrn 14 dq6 0r the rEp€ctul Repoats cl noartoanptar* drdnlorB mLd be dffir€d mmedEbty <br />oa Epeoal inspedroo on a da't brsrs Eadr rcgo.t sh.lt be co.nplebd a.rd cgfled by the sfcrd irEp€dor cordud,rE U,e <br />MrcL PRolEcrt: 54{l3Al 9 <br />Pelmi, 10191322-17509 <br />Repod, 3 Page 1 of 1 <br />Proiect Architect <br />Strudural Engineer <br />OSA R€gional Oftce <br />Sdrool Distil <br />DAILY INSPECTION <br />REPORT <br />OS^JCITY Fil€ t _ <br />DSA./OSHPD Appl. a. <br />DSA,/LEA <br />' <br />- <br />THE WORK WAS WAS NOT <br />lrEpecied in accordance tvith the requirements ofthe DSA,/OSPHD/ <br />PROJECT approved (bcumenE. <br />VW6ther <br />MATERIAL SAMPLING WASE WASNOTO N/AE <br />Performod io accord.nc. with DSA./OSPHO/PROJECT .pp.oved document6. <br />THE WORK INSPECTED MET DID NOT MEET <br />Th€ rcquirements ofthe PROJECT doqJments <br />Sample8 taken: <br />Clear renp 77 I <br />Contraclor <br />Building Depadment <br />Srgnatur€ of Special lnspedor <br />Maged Saad <br />Certrficatron #: <br />Print Nnme <br />PRoJECT NAME.Aldi Mor Store # 34 oare: 0910712017 <br />TIME ARRIvED: 8:00 AM rlME DEPARTED: 3:00 PM <br />ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME: - <br />CONTRACTOR: ED GRUSH SUB CONTRACTOR <br />INSPECTION ADORESS ADDRESS OF PROJECT. 2830 S. Bristol St, Santa Ana, Ca <br />E ENGINEERED FILL <br />EI FouNoAroN <br />BATCH PLANT <br />PT CONCREIE <br />SHOTCRETE <br />CONCRETE <br />trtr <br />TYPE OF I <br />BACK FILL <br />E HGH STRENGTH BoLTINc <br />MASONRY <br />WELOING <br />SHOP WELO <br />EI FIREPR@FING <br />EI AMcHoRDor rEL <br />E NDE FIELD <br />D NDE sHoP <br />CEILING l^,lRE <br />trtrtr <br />DSA,/OSHPD PROJECT <br />APPROVED DOCUMENTS <br />AVAILAALE APPROVED <br />PLANSYENE <br />SOIL REPORT Y E] N E <br />APPROVEO SHOP DRAWNG Y trNnSPECS] YENE <br />EOEUIruENT USED BY COI{TRACTOR <br />r/voRK AREA First Floor <br />MATERIALS USED BY CONTRAC TOR (INCLUOE RESEARCH REPORT NO OR MATERIAL TEST REPORTS): NorrEt W6iJhtboncr€toJf i€rade M'x <br />lnspected the laying up of 8" & 12" CMU wall in the following locations: <br />On grid line A.5 between line 7.6 and 7.4ftom level -1'{,,To level +O-8,,. <br />On grid line 7.5 between line A.5 and D from level -l'4" Io level +0-8,,. <br />Trash room walls from foundation level to level -1,4,,. <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 />REWORK AS PERCENT OF ALL WORK TOOAY, O%PERCENT PROJECT COMPLETE <br />cc <br />Veritud <br />79 <br />ARCHITECT: APD