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TIIIG 1 <br />Corporate <br />2992 E 1,. Pakne Ave Se. A <br />A/|ahem, CA 92806 <br />Td: 714.632.2999 <br />Fax 714632.2374 <br />Dispaldr: 800.491.2990 <br />S.n Daogorlm peri.l Courty <br />6:€5 Fs.is Squre Ste C <br />San OieOo, CA 92121 <br />Td 858 537.3999 <br />Fax 858 537 3990 <br />D'sp€tdr: 888.444 5060 <br />lnhnd Eftplll <br />1{467 ii€.Uian Pkwy., Edg 2A <br />RiveIsd€, CA 92518 <br />Td: 951.653 4999 <br />Fax 951 653 4666 <br />Dispatch: 800 491 2990 <br />lndio <br />,1,1917 Gdf Csts Pkwy.. Se 1 <br />l.dio. CA 92201 <br />rd:760.?42.$n <br />Fax760 U215X <br />Oispatch: 8m.a91.2990 <br />MTGL PROJECT#. 903419 <br />pem f 1019'1322-'17509 <br />DAILY INSPECTION <br />REPORT <br />D$r'ClrY File # I4-- <br />DSA.TOSHPD Apd f i'uA <br />R4od * I PaSe 1 of 1 DSA/L Eq * N/A <br />Sp€dd ln6p..iim Rep{.ts rusl be d6trlDolod ro ho prli6 li6l€d bdor wibh la dsys d f1o insp€cto R€pat3 ol.ofiadplsi cdldrjds .rust b. clsEibut€d amm€diatdy <br />S+rtc r?s!s .hd b€ p.q'd l(. sdr t pe ol srecrd nsp€do 6 . ddy bais Eadr .qd sndl b€ co.rdd€d rd siJtd by t\s sp€.id nspdd cdtdJ{rrE ul€ <br />THE WAS NOT THE II{SPECTEO t!,t <br />lnspeded in accordsnce wilh ttE requirements ot the DSA/OSPHD <br />Proied appo\.ed doqrner{s. <br />TtE requirements ol the OSNOSPHD Prqed approved doo,nents. <br />Samples taken: IVA <br />MATERIAL SAMPLING WAS E WASNOIE MAA <br />Perfomed in acco.dance wnh DSFJOSPHD Pmjed approled doqments. <br />Weatlcc g96nr 6n6 glsar Temp:926 <br />SEnalurE of Special lnspec,tor <br />Projed Architect <br />Structural ErEineer <br />OSA Region€l OfficE <br />Sdool Didril <br />Corliaclor <br />BuihirE Depa.t nen{ <br />O,vrEr <br />RAAFAT FIALIM <br />Pnfl Name <br />Certrficatton *: ICC # 8288668 <br />PRoJECT NAME: Aldi Mor store # 34 oate:Bl4l17 <br />ARCHrrEcr APD Architecture rlME ARRIVED 1O am rME DEPARTED 12:30 pm <br />ENGINEER B & B Associates TRAVEL TIME LUNCH TIME <br />coNrRAcroR ED GRUSH suB coNrRAcroR x press <br />INSPECTIoN ADDRESS za3o s Bristol sr, santa Ana, cA ADDRESS oF PRoJEcr 2B3o s Bristol sr, santa Ana, cA <br />TYPE OF INSPECTION <br />ENGINEEREO FILL <br />FOUNDAIION <br />BACX FILL <br />BATCH PLANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />HIGH STRENGTH BOLTING <br />WELDT{G <br />SHOP WELD <br />FIRE PROO FING <br />ANCHOR/DOWEL <br />NDE FIELD <br />NDE SHOP <br />C€IUNG wlRE <br />DSA/OSHPO PROJECT <br />APPROVED DOCUMENTS PLANS Y <br />sorL REPORT Y EIN fl NOAPPROVED SHOP DRAWNG Y <br />sPECs Yfl N <br />MATERIALS USEO BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) <br />CONTRACTORS EOUIPMENTA4ANPOWER USED <br />AREA GRID UNES PIEoES lNsPEcrEo: Anived on site for Epory lnspection at Loading Duck Section (4) of c's at grid line 7 <br />Observed the brushing and blowing of all the driued holes prepared for installation of rr4 dowels (overhead)& hooked <br />dowels @12" O.C at top & bottom with emb€dded 5" into existing concrete(Footing). All holes were cleaned prior <br />placing the Epory. Contractor used HIL-Tl HY 200 with EXP date May, 18, & Simpson Set-XP, EXP Mar 29. 19 <br />srRucruRAl NorES' DETAIL oR RFls usED Approved Plans DzS-302, 83, C3/S-303, and RFI# 15 <br />REMARKS. TNCLUDTNG MEEINGS All work was performed as per approved plans & RFl. <br />REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETEI <br />ITIa li <br />II!I E <br />ITI <br />fi I I <br />cc <br />Verified by: