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TIIG I <br />Co,porato <br />2992 E La Paha Ave. Ste. A <br />Anaheim. CA 92806 <br />Tel: 714.632.2999 <br />F ax: 7 14.632.297 4 <br />Dispatch: 800.491.2990 <br />San Ologorlmpodal Couity <br />6295 Fenis Square Ste. C <br />San Diego, CA 92121 <br />Telr 858.537.3999 <br />Fax:858.537.3990 <br />Dispatch: E88.8,1,{.5060 <br />lnltnd Emplre <br />1,1467 Meri an Pkwy.. Bldg 2A <br />Riverside, CA 92518 <br />Tel: 951.653.4999 <br />Fax: 951.653.4666 <br />Dispatch: 800.491.2990 <br />lndlo <br />4,1917 Golf Centor Pkwy., Ste-1 <br />lndio. CA 92201 <br />7el:75O.U2 46Tl <br />F ax:760.Y2.4525 <br />Dispalch: 800.491.2SS0 <br />DAILY INSPECTION <br />REPORT <br />Report # Pase LoI lL <br />S€parale repo.i6 shall be prepred for sach typs of special in6pe<lloo o.r a daaly basis. Each repct shall be compleled 6nd signod by hs sp€clal insp€ctor conducling ih6 <br />Permit # <br />in <br />E WAS NOT THE WORK INSPECTED MET DID NOT I\4EET <br />The requirements ot the DSA,/OSPHO Project approved documents <br />Samplestakeni NO <br />I\,4ATERIAL SAMPLING WAS E WAS NOT E N/A E <br />Perfo.med in accordance with DSA,/OSPHD Project approved documents <br />Weather: Sun /Warm Temp: 80F <br />re of llnspeclor <br />DSA/CITY File # _ <br />DSA/OSHPD Appl. *_ <br />DSAr'LEA # <br />cc Project Architecl <br />Struclu.al ErEineer <br />DSA Reqional Ofiice <br />School Diskact <br />Contraclor <br />BuildirE Department <br />Owner <br />Saul Amaya <br />|-nnt Name <br />Certification#: 5296829 <br />PROJECT NAME: Seismic Retrolit 5oo W warner Date: B-0S-20 <br />ARCHITECT TIME ARRIVED O70O TIME DEPARTED 1530 <br />ENGINEER MHP TRAVEL TIME LUNCH TII\,!E <br />30 <br />CONTRACTOR PhilCo Conslruction lnc SUB CONTRACTOR <br />INSPECTION ADORESS <br />500 W Warner Ave. Santa Ana, CA. <br />ADDRESS OF PROJECT <br />500 W Warner Ave. Santa Ana. CA. <br />ENGINEERED FILL <br />FOUNDATION <br />BACK FILL <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />ryPE OF I MASONRY <br />HIGH STRENGTH EOLTING <br />WELDING <br />SHOP !1./ELD <br />FIREP F <br />ANCHOR/DOWEL <br />NDE FIELD <br />NDE SHOP <br />CEILING WIRE <br />DSA.iOSHPD PROJECT <br />APPROVED DOCUMENTS <br />AVAILABLE APPROVED <br />PLANS Y EN E sorl REPoRT Y ENE SPECS:YENE <br />APPRovED sHoP oRAwrruc v E r.r E <br />Observed the stressing ol 112" 44161270k post tension tendons in the <br />glulam beams between gridlines 1-14 and A-E (mezzanine). Tendons were <br />stressed to the required tension per schedule on 2/53.0. Elongations were <br />measured and recorded. See stressing records for further information. Jack/ <br />Guage #979-2001-017 were used. They were calibrated on 5-13-20. <br />REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE <br />y161pp6sEgft 1198404 <br />lnspected in accordsnce with the requirements of the DSA,/OSPHD <br />Projecl approved documents. <br />verified by: Suoerintendent not on site