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]TITG I <br />CorpoaatC <br />2992 E La hlnE Aw.9e. A <br />Anah€im, CA 9280G <br />Tol: 71 ,1.632.29S) <br />Fex: 711.tl2.N)7 4 <br />oisp.tch: 80o.ilg1.2s$ <br />Stn Oi.go4ripc.iel County <br />6295 Fcnis Squ6to Sto. C <br />Ssn Diago. CA g2121 <br />Tel: EIi6,137.3S <br />F.x:856.537-Gx) <br />DisFtcfi: 884.8{4.5G) <br />lnland Empire <br />'1,{467 M.ridi.n Pt<wy., Bldg 2A <br />RivsrEuo. CA 925i8 <br />Tel:951.053.'€S <br />Fax: 961.653..m6 <br />OispsHr 800.,191 .2990 <br />lndlo <br />4ilg'17 Gotr Cenbr Phry.. Ste.1 <br />lrxlo, CA 9?m1 <br />Tc[ 760.342.4rr <br />Fax:7@.3,12.:155 <br />cbpatn: @o./o1.2Fo <br />MrcL PRoJEcrl: 6403A19 <br />Pend t 10191322-17gl9 <br />Repodt e P.go 1ol1 <br />SF<i'| tri6peda. REpo.b md be d3irblrbd b Ur6 tEli?s ticLd b.lrxvirEin 1! daF.rth€ kEDeaton ReDorls d n('!.(Irpfant qxtlEcs mtd be &lbuled mnEdhlely <br />Si:parae niporte slCibe lieF ed to eachtlDe oa6pe(i.Il artspedbn on e ddly b6is Edr repo.l sttallbecollpl*d ad signed b, Ste speclal rE9edor conduct ng the <br />THE WORK WAS WAS NOT THE WORK INSPECTED MET OID NOT MEET <br />lBpgcl.d in lccord.nc. with th€ requa.ements of the DSA/OSPHD/ <br />PROJECI apptBved doaumentE. <br />Th6 rsquuEmrnta ol the PROJECT docum.nt8 <br />srmDbs taken: <br />v\leather. Clear rgmP: 73 f <br />MATERIAL SAMPLING WASE \,/\/ASNOTE N/AEI <br />Perfomed in accordance with OStuOSPHD/PRoJECT approved docunEnts. <br />ol Special losPedor <br />Proied Architecl <br />Studrrql ErElnee. <br />DSA Regional Otnce <br />sct'ool Ditritt <br />Maged Saad <br />Priht Na <br />cenifcation #: ICC€457/t79 <br />DAILY INSPECTION <br />REPORT <br />OSA/CITY File , <br />- <br />OSA/OSHPD Appl. I <br />DSA'LEA ' <br />- <br />Date:08/3012017PROJECT NAME: AIdi STOTE # 34 <br />rlME oEPARTED: 03:00 PMTIME ARRIvED: 8:00 AMARCHITECT: APD <br />LUNCH TIME: -TRAVEL TIMEENGINEER: B&B ASSOGiATES <br />SUB CONTRAcTORIcoNTRAcToR: Gray Construction <br />ADDRESS oF PRoJECT: 2830 S. Bristol St, Santa Ana,!NSPECTION ADDRESS: <br />MASOTIRY <br />HIGH STRENGTH BOLTING <br />\A'ELDING <br />STIOP VvELO <br />CEILING WIRE <br />trtr <br />NN <br />N <br />8AC FI <br />PLANS Y APPROVEO SHOP <br />FIRE <br />NDE SHOP <br />sorL <br />APPROVEO DOCUMENTS <br />DSAJOSHPD <br />cor'lcREr <br />tr_u_E] ANC HOR/DOYVEL <br />O NDE FIELD <br />TYPE OF INSPECTION <br />E ENGINEERED FILL <br />E] FOUNDATION <br />BATCH PLANT <br />PT CONCRETE <br />SHOTCRETE <br />UAIE-FiAIS USED B'' CONTRACTOR (INCLUOE RESEARCH REPORT NO. OR <br />EAEUIP ENT USEO BY @NTRACTOR: <br />r,noRK ARE.!( Fundation Floor <br />WGight Con(,ote, Hl6r.de MirNonmlIAL TEST REPORTS) <br />lnspection and rebar Pre-check was performed in the following locations: <br />Wall on grid lines A.8 and between lines 7 & 7.5. <br />Footing type FW3 and FW2 located on axis 7.8 <br />I nspected reinforcing steel installation. <br />lnspected reinforcing steel for size, grade, type, labsplice and clearance. <br />lnspected location for reinforcing and embedded items. <br />All work inspected and detailed above has been completed as per approved plans and code and is ready <br />for concrete placement. <br />LETE:COMPPRCENTOJEERPODAY0%K TwoROFCENTALLKEWORPERASR <br />CL Conlr-ador <br />Br.dldtt€ DeFrrma.n <br />O{.n6t <br />Verifed