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]IITG I <br />Corporate <br />2992 E La Palma Ave 9e. A <br />&lal|ern, CA 92E06 <br />Td: 714 632 2399 <br />F.x 711.632.n?1 <br />Dspeldr: 800.49, 2990 <br />S.n Oiogdlm p.rLl County <br />6295 Fe.ris Squae Sle C <br />San D€Oo, CA 92121 <br />Td:858 537.3999 <br />Fax 858 537 3990 <br />Ospddr 888 641 5060 <br />lnlrrd E lpirr <br />14467 rrkrdaan P1(wy . Edg 2A <br />R'v€rsile, CA C2518 <br />T€l: 951 653.4980 <br />Fax 951 653 4665 <br />Dispatdr 80O ,191.2990 <br />lndlo <br />u14917 Goaf Centr Pkwy.. S1e 1 <br />lndlo, CA C2:El <br />Td:760.942 Sn <br />Fax:760 U2.4525 <br />Dispdtcir: 8t0 491 2900 <br />MTGL PROJECT* 03A19 <br />Pemit * 10'191322-'17509 <br />DAILY INSPECTION <br />REPORT <br />DSA./CITY File , tUA <br />DSA/OSHPO APd # tUA <br />DS',/LEA * t{,/AReon f 2 Pagc 1 of 1 <br />S?-cs rlpqts shd b€ Fqad la o*h Vpe ol 3p6lai n6pd6 m a ddy bais Each .Ep{i shdl b€ co.nd.r6d d slgnd by tho spEd inspoclo. cdxlcling oro <br />THE WORK WAS WAS NOT o DID TME <br />lnsp€ded in accordance with the rcquirements of ttE DSA,/OSPHD <br />P.()ied 6pp.o!ed doqrnenis. <br />TIE requiremer{s of the DSA,/OSPHO Projed approved doqnents <br />Samples taken: N/A <br />MATERIAL SAMPLING WAS E WAS NOT E N/AA <br />Perfomed in acco.dance wnh OSA,/OSPHD Projed app.o,red doqments <br />WeattEr Sunny and Clear Temp:92p <br />Projed Architecl <br />Stnidural ErEineer <br />DSA Regiorlal Otfice <br />Scflool Dist.id <br />Sbnature of Special lnspeclor <br />RAAFAT HALIM <br />l,nnt Name <br />Certification #: ICC # 8288668 <br />PRoJECT NAME:Aldi Mor Store # 34 oate: Et4t17 <br />ARCH'rECr APD Architecture rlME ARRMED 12:30 pm T|ME DEPARTED 3 pm <br />ENGINEER B & B Associates TRAVEL TIME LUNCH TIME <br />CONTRACTOR ED GRUSH suB coNrRAcroR x press <br />lNSPEcrloN ADDRESS 2B3o s Bristor sr, santa Ana, cA ADDRESS oF PRoJEcr 2830 s Bristol sr, santa Ana, cA <br />ENGINEERED FILL <br />FOUNDATION <br />BACK FILL <br />BATCH PLANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />CTIONTYPE OF iIASONRY <br />HIGH STRENGTH BOLTING <br />WELDING <br />SHOPWEID <br />FIREPROOFIT.IG <br />ANCHOR/DOWEL <br />ND€ FIELD <br />NDE SFOP <br />CEIUTIG wlRE <br />DSA/OSHPD PROJECT <br />APPROVED DOCUMENTS PLANS Y <br />sorL REPoRT Y flN fl SPECS YENE <br />APPRoVED SI-OP DRAWNG YIJ N [-| <br />MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) <br />CONTRACTORS EOUIPMENT/MANPOWER USED <br />AREA GRTD LTNES PIECES lNsPEcrED Anived on site for Rebar-check lnspection at Loading Duck Section for total of (4) <br />of C's at grid line 7 (Footings). ObseNed the Reinforcing Steel for conect size, type, grade, lap, spacing, clearance, <br />srRUcruRAL NoTES DETAIL oR RFrs usED: Approved Plans D2lS-302, 83, C3/S-303, and RFI# 15 <br />REMARKS. TNCLUDNG MEETTNGS All work was performed as per approved plans & RFl. <br />Note: Slab Dowels will be installed later by the foreman <br />REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE <br />!IIa E <br />..t <br />Corliaclor <br />BuildirE DepairYEri <br />Orrler <br />Vefltu by: <br />and location. <br />E E <br />trLI <br />cc