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MTG t <br />( <br />Coruonla <br />2992 E La Palma Ave. Ste. A <br />Anah6lm, CA 02006 <br />T6l:714.632.2s09 <br />Fal.: 714.632.2974 <br />Dispatch: 800.491.2990 <br />san Dlcqo/lhperl.l county <br />8295 Fenl6 Squar€ Ste. C <br />San Dlego, CA 92121 <br />Tel:858.537.3999 <br />Far 858.537.3900 <br />DiEpatch: 888.844.5060 <br />lnlird Emplre <br />14467 Meddlan Pkwy., Bldg 2A <br />Rlver3lde. CA 92518 <br />Td: 951.653.,(8Sg <br />Fa* 951.853.4666 <br />Dlsp€tch: 800.491.2990 <br />lndlo <br />44917 Golf Center Pkwy., S1e.1 <br />lndio, CA 92201 <br />Telt 760.U2.4671 <br />Fax760.342.4525 <br />Drspd.h: 800-491.2990 <br />MTGL PROJECT#| _=::-DAILYINSPECTION DSr',/cm/Hb#_l!j!!_ <br />REPORT Ds,arosHpDAppr. #_P€rmir # 10199747 <br />Report # <br />- <br />Page -L- of -]-DSAJLEA # <br />Soprrlo r6por16 .h.ll b. pr€par6d lor 6rch tt?. of sp.clal h.p€cdd on e d.lly baeb. E ch l6p6l shafl b6 ocr.npi€led aM aignad by hs sp6.ltl lmpcclor conductlrE th6 <br />THE WAS NOT WORK INSPEC <br />lnspeclod in accordenco with tho.qqulremonls of th€ DS/dJOSPHD <br />Projoct approvsd documgnts. <br />The requiremer{s of ths DSA,/oSPHO Project <br />Samplestaken: N/a <br />documenlg, <br />MATERIAL SAMPLING WAS E WAS NOT E N/AE <br />P€rfomod ln accordsncaw,th DSA/OSPHD Project approvsd documents. <br />Weather: 6;96r, gunny T6mp: 76 deg <br />/-L- C uz^- <br />S nature of Special lnspeclor <br />Contraclor <br />Bulldlng DBpartment <br />Owner Pnnt Name <br />PRoJEcr NAME: Tenanl lmprov€ment D"t"' s/s/20 <br />ARCHTTECT LBA Logls cs TIME ARRTVED 7Am TIVE DEPARTED spm <br />TRAVEL TIME 30 min LUNCH TIITEENGINEER MHP structural Engineers <br />coNTRAcroR Phllco. conslruction lnc SUB CONTRACTOR JBA <br />INSPECTION ADDRESS 500 w WarnerAvo Unlt#B ADDRESS OF PROJECT 600 W Warner Av€ Unh #B <br />H <br />TYPE OF INSPECTION <br />ENGINEERED FILL <br />FOUNDATION <br />BACK FILL <br />TCH PLANT <br />PTCONCRETE <br />SHOTCRETE <br />CONCRETE <br />MASONRY <br />HIGH STRENGTH BOLTING <br />WELDING <br />SHOPWELD <br />FIREPROOFING <br />ANCHOR/DOWEL <br />NDE FIELD <br />NDE SHOP <br />CEILING WRE <br />Ught g8ge lramlng <br />Pemlno:E€ Stopping <br />DSfuOSHPD PROJECT <br />APPROVED OOCUMENTS PLANS Y <br />SOIL REPORT Y f]NE SPECSi Y N <br />APPROVED SHOP DRAWING Y EIru El <br />I\,iATERIALS USED BY CoNTRACTOR (NCLUDE RESEARCH REPoRT NO. OR MATERIAL TEST REPORTS): <br />HlltlHlT- RE V3 Epoxy (s0100833) <br />CONTRACTORS EQUIPMENT/MANPOWER USED <br />2 guys, Hammor <br />AREA, GRID LINES, PIEoES INSPEoTED <br />Obsorvod th6 placsm6nt ol ( 188) 5/8" Full Thr6ad6d Anchors Rods, with a mln 4 1/2'ohbodmont lnto the €xlstlng concroto p€r gridllnog <br />Gridllhos: (80) Easl wall b€twgon 1-14ru-R and (124) on tho Wosl wall on lln6 A,/'l -t 4 f,er sh€ot A2.3 <br />Noto: Hol€s w6re verllled lor dopth and cleahlln€ss. All work obsorved abovo ls ln accordanca wllh the plans and spocs at thls tlme, <br />STRUCTURAL NoTES, OETAIL OR RFIS USEDI <br />s3,0, A2.3 <br />REMARKS, INCLUDING MEETINGS: <br />Notoi Holos prevlously drllled. Some holos botween gridlln66l/1-14, wor6 drilled at anglos lo 6vold wall reinforc€ment - contractor noliflod <br />REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE: <br />rIIa <br />I <br />III <br />IrII E <br />x t:.I <br />Proj€ct Archil6ct <br />Struclural EnOlne€r <br />DSA Rogional Ofiice <br />SchoolDisirict <br />Vorified b)4 Christian <br />Certification #: 8889657