Laserfiche WebLink
ilIIG I <br />Corpor.l. <br />2S2 E La hlrr6 Ave.gte. A <br />Anaheim. CA 92808 <br />Tel: 714.812.2999 <br />Fe\:714.632.W4 <br />Dispatch: 8m.491.29) <br />l,rlio <br />,{4817 GofCenbr Pl$ay., St€.1 <br />lndlo, CA 92201 <br />7.L 7@312.46n <br />Far:l& 342.4525 <br />Di.p.bh: 800.€1 .2990 <br />San Oi.gpnrnpcri.l Oounty <br />6295 Ferris Squ.ro So. C <br />San Diogo. CA 92121 <br />Tel: 858.537.3999 <br />Fax: 858.37.3990 <br />Dispetchr E84.8,14.5060 <br />lnl.nd Empi.e <br />14467 MEndian Pkwy., Bldg 2A <br />Riversidc, CA 92518 <br />T6l: 951 .653.4999 <br />Far: 951.653.4566 <br />Oispatdt: A{D.49'1.2€O <br />MTGL PRoJEcT,: 5i[03A] 9 <br />Permitl 1 0191 322-17509 <br />Roport r 2 Page 1ot I <br />THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEET <br />lnspected in accordance wlth the requirements of the DSA/OSPHD/ <br />PROJECT approv6d doaments <br />The requirements otthe PROJEcT doorments <br />Sarnple6 taken: <br />V\lEather: <br />MATERIAL SAMPLING WAS E WAS NOT E I.i/A E <br />Psrto.m€d an accodance with DSA./oSPHO/PROJECT Epproved docunEnts. <br />Clear temp: 71 f <br />of Sp€cial lnspedor <br />cc Projecl Architecl <br />Strudural ErEineer <br />OSA R6gional Ofrce <br />Scfrool Olatnd <br />Maged Saad <br />cerrificarion #r lCC4457 <br />Venied <br />DAILY INSPECTION <br />REPORT <br />DSA/CITY Flle , <br />- <br />OSA,/OSHPD Appl. I <br />DSA/LEA ' <br />- <br />Conlraclor <br />Building Oep6dm€r{ <br />Owner Print Name <br />Date: 08/19/2017PROJECI NAME' AIdi MOT STOTE # 34 <br />TIME DEPARTEo: il:30 PMTIME ARRIVEO: 7:00 AMARCHITECT: APD <br />TRAVEL TIIVE LUNCH TIME: -ENGINEER B&B ASSOCiATES <br />SUB CONTRACTORcoNTRAcroR: ED GRUSH <br />ADDRESS oF PRoJECT 2830 S- BristolSt, Santa Ana, CAINSPECTION ADDRESS <br />E] CEILING I/UREtr_tr_tr <br />trtr <br />O SHOTCRETE <br />E coNcRETE <br />BATCH PLANT <br />PT CONCRETE <br />E MASONRY <br />EI HtcH STRENGTH BoLTrxc <br />E YvELoINc <br />EI SHoPWELD <br />E FIREPRooFING <br />E ANcHoRi oor lEL <br />E NoE FIELo <br />E NDE SHOP <br />trtr <br />TYPE OF INSPECIION <br />E ENGINEEREo FIL L <br />FOUNDATION <br />BACK FILL <br />AVAILABLE APPROVED <br />PLANSYENE <br />SOILREPORTYONE SPCCS:YENEI <br />APPROVEDSHOPDRAWNGY D N EI <br />DSAJOSHPD PROJECT <br />APPROVED DOCUMENTS <br />MATERIALS USED BY CONTRACTOR ONCLUDE RESEARCH REPORT tIO, OR MATERIAL TEST REPORTS): NOTTTEII,.{'hM CONC'EI3. Hi'GEdO MiX <br />EOEUIP"ENT USED BY CONTRACTOR: <br />r /oRK AREA FOUndation FIOOr <br />lnspection and rebar pre-check was performed in the following locations: <br />Footing type WF2, and 12" thick wall on grid lines 7 and between lines B & C for 3 sections 7' long each <br />section. <br />lnspected 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 />PERCENT PROJECT COMPLETE;REWORK AS PERCENT OF ALL WORK ToDAY: 0%