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]TITG I <br />Co,porata <br />2992 E La Palma Ave. Se. A <br />Anaham, CA 92806 <br />Td: 714 632.2999 <br />Fex 711tlt.2.2371 <br />Disp€tdr 800 49'1 2990 <br />Srn Oiogorlmporlal County <br />6295 Fems Squa6 Ste. C <br />San Diego, CA 92121 <br />Td: 858 537 3909 <br />Far 858 537 3990 <br />D'spdch 888 8aa 5S0 <br />lnhnd Empi o <br />1,1467 ire.idian Pkwy , Edg 24 <br />Rivaside, CA 92518 <br />Td: 951 653 ,1909 <br />Fax 951.653 4666 <br />DispAd!: 8O0 491 2990 <br />lndlo <br />44817 Gdf C€nt€. Pk y, Se.l <br />lidio, CA 9201fd 7&.312 Sn <br />Far:760.3424525 <br />Dispetch 8m.491 2990 <br />MTGL PROJECT# 5403A19 DAlLY INSPECTION D$Jclry Fire * -!4-- <br />o&A/OSHPD Apd I N/APermit- 17s09 REPORT <br />Report # -1- Pase L .* -L DS^/LEA # N/A <br />Sp€aal h6p€clid1 R?dls rud b€ distribtl€d lo he pat6 l|sld bdow withh 14 dsys oa he nsp.diql R€p..ls d nm-csryaant cqxrtfis tuil bo dslribol.d immodldoly <br />s4a-ste r€pcts stuI be pr€paed 16 eEn rypc ol sp€.isl iolpelio.r m a dat bais. Een r€pd lndl bo co.ndded rd $gned by tre spod lnsp61d cmdudng the <br />THE WORK WAS <br />lnspeded in accordarrc€ wlh the requirements of the DSAOSPHD <br />Projecl sppro\red docwnerts. <br />TtE requiremer{s of the DSI',/OSPHD Prored approved doq.meris.Samplestaken: N/A <br />MATERIAL SAMPLING WAS E WASNOTE N/AO <br />Perfomed in acco.dance with DStuOSPHD Projed appro\,ed doqments. <br />WeatlEr: Clear & Cool Temp: 81.,f <br />tu, <br />Proied Architect <br />Strudural ErEineer <br />OSA Regioml Office <br />Sdlool Oistri, <br />Contrador <br />BuildirE Departrnent <br />O,nEf <br />Signature of Special lEpector <br />Edwin Jirn€noz <br />Certificatron I <br />PRoJEcr NAME: ALD| tnc.-Santa Ana , Stors No.34 Ort, W3'2O1Z <br />ARcHlTEcr APD Archit€c{ure tnc.TIME ARRIVED 7.OO T|ME OEPARTEO 11. OO <br />ENGINEER B&BAssociates TRAVEL T|ME 35 Minutes LUNCH TIME N/A <br />coNTRACToR FAcrLlry BUTLDERS & EHECToBS SU8 CONTRACTOR <br />INSPECTION ADDRESS 2840 South Bristol St Santa Ana CA ADDRESS OF PROJECT 2a4o South Bristol St Sanla Ana CA <br />TYPE OF INSPECTION <br />ENGINEEREO FILL <br />FOUNDATION <br />BACK FILL <br />PLANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />MASONRY <br />HIGH STRENGTH BOLTING <br />WELDING <br />SHOP WELO <br />FIREPROOFIT{G <br />ANCHOR/DOWEL <br />NDE FIELD <br />NDE SHOP <br />CEILING w]RE <br />DSA/OSHPD PROJECT <br />APPROVED DOCUMENTS PLANS Y <br />sorL REPORT Y flNo rEAPPROVED SHOP DRAwlNG Y <br />SPECS YON <br />MATERIALS USEO 8Y CONTRACTOR (lNCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) <br />35 yards of 3OgO psiconcrete typ6 ll & V <br />CONTRACTORS EOUIPMENT/MANPOWER USED <br />Slump cone, rn€asuring tap€ , tamfing rcd, whe€l barro,r ard Cytindors. <br />AREA. GRIO UNES. PIECES INSPECTED: <br />Arivod on silo as Equ€slod by clr€nl lo cor|dLd cor lnuous ob3on slbn and insDetbo ol rtaasor€d ol 33 rdrds o, f(x) qsi concroto loa (2) colwnn ,ootnos <br />lor lhe fleez€r slab and lor lh€ m€al cool€r . Work prlorrn€d took plac€ on lh€ slab Ftan in linas 5 io 5.5 belwB€n lirEs D lo C ,lina3 A.5 lo 8.5 b€lween lirEs 6 to 7 <br />in lines E.4 / 8.8 & 6 4 /D.zl. Co.E ele supdl€r: Fob6ison's i corE el€ sardss, slurnp and lonp€rarure t€sl were p€rlom€d try my sei <br />Ec,win Jirn€n€z. Produd Cod6: 43051 CorErale was consolidatsd by rn€ans ol inl€rnal vibatim. Slump€d and r€np€{arure are with in rolorancs <br />STRUCTURAL NOTES. DETAIL OR RFIS USED: <br />Approvod and signed slructural plans sheet 51 <br />REMARKS, INCLUOING MEETINGS <br />tgmporafur€ during dacornont was 78"F and amtient temperaturo was 80oF <br />REWORK AS PERCENT OF ALL WORK TOOAY PERCENT PROJECT COMPLETE <br />E <br />IIII E <br />II! <br />xr <br />cc <br />Verified by: <br />Hnfi Name <br />cA'.$oAlZ <br />E