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TTITG I <br />ColporCr <br />2992 E L, Paima Ave $e A <br />Anaheim. CA 92806 <br />1e1..714.63,.N9 <br />Fa\:714.632.2374 <br />Dispatch: 8o0.4s1.2990 <br />5.n DlGgorlmp.rld Coullty <br />6295 Fofiis Square Ste. C <br />San Di6qo, CA 92121 <br />Tel: 858 537.3909 <br />Far 858.537.3990 <br />D'spatch: 848.844.5060 <br />lnl.nd Emttirq <br />14467 Mendr8n Pl(wY, Bldg 2A <br />RNerside, cA 92518 <br />T€i: 951.653.49S9 <br />Fax 951.653 4666 <br />Diipatch: 800.491.2990 <br />lndio <br />44917 Golf Conter Ph.rY St€.1 <br />lndio, CA 92201 <br />1ol. 760.Y2.16n <br />Fa!760 342.4525 <br />Disp8tch: 800.491.2990 <br />MTGL PROJECT*: 03A19 <br />Report lt <br />-Page <br />1of 1 <br />sG5l lrEoedbo R6oo.ts r|'El b€ distbled to ule ptt6 r'r'd bdow <br />s[para" r,ipo.t" *J e p.ep"."o tor s&h t]T. o( spccl'l rEf!'ton dr <br />DAILYINSPECTION osAlcrrYFire# <br />REPORT DSNoSHPD APPI *'- <br />DSA,/LEA * ......-.- <br />,rtirh ! 4 deY3 o{ t E h4e.lhn R€p..ts o, rD.}cdlTfsf cdldao"s nxld b' {t$rrb'lEd rn'nditldy <br />H'rr, E'#i,;; *r't .i.Ua.a -'o *i"a q uE GpdT rEp'dd c"ldl6E t'€ <br />Permit lt <br />- <br />lnspected in accordance with the requitements ot lhe <br />Proiecl approved document6. <br />MATERIAL SAMPLING WAS! WASNOTE N/A X <br />Performed in accordance with Project approved documenb <br />THE WORK INSPECTED t,'!ET DID NOT MEET <br />The ,equiements of the Ptoiecl approved document6. <br />Samplestaken: NA <br />ParUy Sunny Temp 70"-76' <br />7A-,S ELrtqJu\ <br />Proiect Ar.hitect <br />Stuctural Engineer <br />DSA RegionalOffice <br />Sdlool Oi6trict <br />Corftaqtor <br />Building OepaJtnent <br />Ovvner <br />Signature of Special lnspecio. <br />Mat Ecker <br />Print Name <br />Certification #: <br />a <br />Date: 9-,|4-17 <br />PROJECT NAME: ALDI STORE ltt SANTA ANA <br />TIME OEPARTED: '! 1:30 PmTIME ARRIVEO: 9:30 amARCHITECT: <br />LUNCH TIME: Id{TRAVEL TtMEi ,.0 hrENGINEER <br />SUB CONTRACTOR: (1) XPRESS CONCREETE <br />CONTRACTOR: ED GRUSH GENERAL CONTRATOR <br />ADORESS OF PROJECT: (SAME)STEETBRISTOL2830SOUTHADDRESS:rNspEcTloN <br />CA,ANASANA CEILINGWIRE <br />D <br />D <br />FIREPROOFING <br />ANCHOR'DOA./EL <br />NOE FIELD <br />NOE SHOPSHOP WELD <br />fl MASoNRY <br />D HIGH STRENGTH BOLTII'IG <br />EIYIELD*{G <br />TYPE OF INSPECTION <br />f] ENGINEERED FILL <br />BATCH PLANT <br />PT CONCRETE <br />€IloICRETE <br />CONCRETE <br />rcUNDATION <br />tsACK FILL <br />trtr <br />N <br />SPECS: Y N[] <br />APPROVEO SHOP DRAWING Y <br />NBSOIL REPORT Y <br />PLANS Y N <br />AVAILABLE APPROVEDDSfuOSHPO PROJECT <br />APPROVEO DOCUMENTS <br />MATER REPORTSTESTORNO.IALREPORTNCLUDEESEARCHBYU9EDCONTRACTOR <br />On srte, Lab rg3T (122 1 @ 10 3 %) <br />CONTRACTORS EQUIPMENI/irIANPO,VER USED <br />( 1 ) 1 - Loador. 1 -Smooth drum roll, 2jumping iacks <br />AREA. GRID LINES, PIECES INSPECTED <br />(1) Loading dock approach on north slde of building <br />STRUCTURAL NOTES DETAILOR RFIS USED: <br />REMARKS. INCLUDING MEETINGS. <br />On site as requested for beck fll obsenration and compadion tesung on base placement loading approaclt at above listed locations <br />(1).Cortradors had alread€d plac€d matErial fir* and s"'ord test tadei rornttadoi rervoiked nlatsiai. Rei€stedall base mdterial. <br />Bad( Fillon slorm drain 95l)6 mix densty <br />PERCENT PROJECT COMPLETE:REWORK AS PERCENT OF ALL WORK TODAY: