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MIG L <br />Coaporata <br />2902 E L! P.lnl. Av.. St€. A <br />An.h€im, CA 92806 <br />T.l: 7'14.@2.1€90 <br />Fz\.714.6i2.2971 <br />Disp.tch: 8@.4S'1.20S <br />S.n Oiagolnpcri.t County <br />6295 Fonls Squara Sto. C <br />San DieCo, CA 92121 <br />Tol: E58 537.39S <br />Fex: 858.537.3990 <br />obpotch: aa8.844.5060 <br />lnland Empire <br />14467 Moridhn Ft(ryy,, Btdg 2A <br />Riverside, CA 95tE <br />T€l: 951.653-49ss <br />Far: 951.653.4666 <br />Dbpatch: 8OO.{91.2SO <br />lndio <br />44917 Gol, Cetur Pl(wy.. Sts.l <br />lndb , CA 92201 <br />fcl:7@.342.8n <br />F.x:7@.342.4525 <br />Disp€tch: @O.rl9l.2990 <br />MTGL PRoJEcrt: 5f03A19 <br />Penit, 10191322-179,9 <br />R6podraPrgo t of I <br />Spec€l lr6p€dbn RGodts mud bc dEtnnjbd <br />DAILY INSPECTION <br />REPORT <br />b tt€ padres liEted bek vsthm14 da)€ d the rnsped'ol1 Ftgo.ts or <br />osA/ctry Fib I _ <br />D€rqigSHPD &d t <br />DSAr'LEA ' <br />noar-aoflrplianl co.tdrtp.E musl rE dstsDd€{ rmSepardlerefE ts sltall be p.Epar€d td €6dt type or 6i€oal "l6F(rul on a daiy 66 Edr rerort shatt be csnpl*d ar'd s€.ted by uE specid <br />'rEpedo. <br />qductrru fE <br />THE WORK WAS WAS NOT THE WORX INSPECTEO MET OID NOT MEETlrEpected ln accordsnco with tiE .lqurcmonb ol the OSA,/OSPHD/ <br />PROJECT app.oved doqJmentE. <br />MATERIAL SAMPLING WASO WASNOTD N/AB <br />Pedormed in .c.ordanoe with DSA/OSpHO/pROJECT approved doclrmnts. <br />The rEquirBments of the PROJECT documents <br />Samgles taken: <br />weather Cleer temp: 73 f <br />Prorect Arctlitecf <br />St udural Engineer <br />DSA Reglon6l Ofic€ <br />Sdroot Oisrid <br />Conhador <br />Buihhg Dep6.tment <br />Ownor <br />Si{rnature of Spectat tnspector <br />Maged Saad <br />Prinl Name <br />PROJEoT NAME, AIdi Mor Store # 34 oate:0812812017 <br />ARCHITECT: APD TIME DEPARTED 2:3O PM <br />ENGINEER B&B Associates VEL TIME LUNCH TIME: - <br />coNrRAcroR: ED GRUSH SUB CONTRACTOR: <br />INSPECTION ADDRESS ADDRESS OF PROJECT: 2830 S.Bristol St Santa Ana, CA <br />TYPE OF I <br />E ENGINEERED FILL <br />FOU N I\ATIOT{ <br />EACK FILL <br />BATCH PLANT <br />PT CO CRETE <br />SHOTCRETE <br />CONCRETE <br />MASON RY <br />HIGH STRENGTH EOLTING <br />WELDING <br />slroPwELo <br />tr <br />FIREPROOFING <br />ANC H OR/DOYVEL <br />NDE FIELD <br />NOE SHOP <br />CEILING t/VRE <br />APPROVED @CUME NTS <br />DSr'VOSHPD PROJE.i D <br />NPLANS Y <br />SOIL REPORT Y N <br />NAPPROVED SHOP DRAWNG Y <br />SPECS:N <br />EQEUIP't'ENT USEO BY COTITRACTOR <br />rA/oRK AREA Foundation Floor <br />RESEARCH REPORT NO ht Concrete. Hi€rad6 MtrMATERIAL TEST R EPORTS)r NonrEIMATERIALSD BY CONT (NCL <br />dowels and 3 vertical dowels for connection between <br />existing concrete footing and new concrete footing in the following locations: <br />on grid line 7&A, 7&A.8 and 4 horizontal dowels for masonry wall on grid lines 5.6&F. <br />Observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air prior <br />to placing Epoxy. <br />Epory Set-XP was used expire date 5/2019. <br />contractor followed the manufacture instruction for installation as well as EsR-250g <br />All above work was completed as per approved plans "detail 82 on sheet # 5-301,, and code. <br />Observed epoxy for installation of 13 H orizontal <br />ODAYEWORRKASRCPENTEFoALLWORTK 00k PERCENT PROJECT COMPLETE <br />Certifrcation #: ICC 479 <br />rlME ARRIVEO: 8:00 AM