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IIITG I <br />Corporat <br />2992 E La PalmeAve, Sle. A <br />Anahcim, CA 92806 <br />T61r714.632.2SS9 <br />Fe,.: 711.632.297 4 <br />Dbmtch: 800.491 .2990 <br />San Dl.go/lmp6rl.l County <br />6295 F€.rb Square Ste. C <br />San Oi€o, CA 92121 <br />T6l: 850.537.3999 <br />Fo( 858.537.3990 <br />Dlspatch: 888.8,{4.5060 <br />lhland Emplra <br />14467 Morldlan Pkwy., Adg 2A <br />Rlv6r8lde, cA 925,l8 <br />TeJ: 951.653.489s <br />Fer 951.653.4866 <br />DisFtch: 800.491.2990 <br />lndlo <br />44017 Golf C6nt6l Pkwy., St6.'l <br />lndlo, CA 92201 <br />le/.: 780.U2.$7? <br />Fax:760.342.4525 <br />Dlsprtch: 800,491.2990 <br />MrGL PRoJEcr#: _Ll!!l!! <br />P6.mtr * 10199747 <br />nepoa + <br />- <br />eage -1- or -L <br />DAILYINSPECTION DsA/crrYFi6# re-22s <br />REPORT D$r'osHpo Appl. #_ <br />Rcporl! mmt b. dbtrbutsd !olh. p U.6llst6d b6lows/ilhh 14 dEy! of lh! llEpocdo. Rep.it! ol nol-compls condltlons rust b. dlstrbotad |mm.dt(.r. <br />h.I b€ Pr.Ps€d tur orch tyPo ol 8Pei.l h.pcctoi d a ddly basls. Each roporl .hal bo cdnd€Gd -d Blgn6d by h6 apdcld lmp6otor conducing ulo <br />DSAJLEA#- <br />MEETEWAs NOT THE WORK <br />lnspectod ln accordEnco wllh tho roqulremonts of the DSA,/OSPHD <br />Project appbwd documonts. <br />The roquirements of the DS^,/OS <br />Samples tak6n: N/a <br />HD Project approved documents. <br />MATERIAL SAMPLING WAS E WAS NOT E N/A8 <br />Porformed in accordance with DStuOSPHD ProJect approvod docomonts. <br />W66th6r C|ear sunny Temp: 74 deg <br />cL- C- ,-.- <br />Contractor <br />B!ilding D6partment <br />Signalure of Special lnsp€ctor <br />R Getz <br />Certification #: 8889657 <br />fp-.,---"'' <br />PRoJEcr NAME: Tsnant lmprov6m6nt D'Lt srlzr2o <br />ARcHirEcr LBA Loglsflcs TIME ARRIVED 7am TrME DEPARTED Spm <br />ENGINEER [rHPStructuralEngineers TRAVEL T|ME 30 min LUNCH TIME <br />coNrRAcroR Philco. constructlon lnc suB CoNTRACTOR JBA <br />INSPECTION ADDRESS <br />500 W Warnor Av6 Unlt #B ADDRESS OF PROJECT 500 W Warner Avo Unlt #B <br />ENGINEERED FILL <br />FOUNOATION <br />BACK FILL <br />BATCH PLANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />TYPE OF INSP N IUASONRY <br />HIGH STRENGTH BOLTING <br />WELDING <br />SHOPWELD <br />FIREPROOFING <br />ANCHOF/DOWEL <br />NOE FIELO <br />NDE SHOP <br />CEILING WRE <br />i5lHsass <br />framrhs <br />le Etopping <br />DSr'./OSHPD PROJECT <br />APPROVED DOCUMENTS <br />D <br />PLANS Y <br />SOIL REPoRT Y E]N E <br />Ntr aSPECS: YEINE <br />APPROVED SHOP DRAWING Y <br />ED By coNTRAcroR (tNCLUDE RESEARCH REpoRT No. oR MATERTAL TEST REpoRTs):MATERIALS US <br />Hilti RE V3 Epoxy <br />CONTRACTORS EQUIPMENTi IT4ANPOWER USEDI <br />'l guy, Hammer, sclssor llft <br />AREA, GRIO LINES, PIECES INSPECTED: <br />ObseN€d th6 placernoht ol (68) 5/8'FullThroaded Anchorg Rods, wlth a lnin 6,'€mbedment lnto th6 exlsll ng concroto for the wallti€ al pudln. <br />Grldllnes: (12) N wall on llhe '14lL-U and (56) on th€ South wall on lln6 1/A-U por shoot A2.3 <br />Nol€: Holes wero verifiod for dopth and cleanlln€ss. Allwork observed abovo ls in accordanco with tho plan6 and 6pecs at thls time <br />STRUCTURAL NOTES, DETAIL OR RFIS USEDI <br />53,0, A2.3, Detall 2/S3.0 <br />REMARKS, INCLUDING MEETINGS <br />Nole: Holee previously ddllod. M€twllh Chistlan <br />PERCENT PROJECT COMPLETE: <br />E <br />aIrI <br />IIIr <br />IIIa <br />rI <br />I <br />Er <br />cc Proj€ct Archltoct <br />Struclural Engino€r <br />DSA RegionalOffice <br />School Dlsldct <br />Verified by: <br />Christian <br />REWORK AS PERCENT OF ALL WORK TODAY: <br />Hflnl Name