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TUITG I <br />Corpo,rte <br />2992 E La Palma Ave. Ste. A <br />Anahoim, CA928Oo <br />Tel: 714.632.2999 <br />Fa,j ?14.832.2974 <br />Dispahn: 800.491.2990 <br />San Dlegorlmperlal County <br />6295 Ferris Square Sle. C <br />San Diego, CA 92121 <br />Tel: 858.537.3999 <br />Fax:858.537.3990 <br />Dispalchr 888.8,14.5060 <br />lnltnd Empli. <br />14467 Meridian Pkwy., Bdg 2A <br />Riv€rsido, CA S2518 <br />Tel:951.653.4999 <br />Fax: 951.653./t666 <br />Dispatch: 800.491.2990 <br />lndlo <br />44917 Golf Center Pkwy., Ste.1 <br />lndio. CA 92201 <br />re!.760.342j6n <br />F ax:760.342.4525 <br />Dispalch: 800.491.2S90 <br />Report * _ Page _L of __L DStuLEA # _ <br />separd€ r€pqG shall be prsp-€d fof s*h lyp€ of spocial insp€dloo on a daily basiB. Eeh repor sha! b€ compl€t€d and brgnsd by rh€ 6p€dar inspcdor conduc{ng [|6 <br />WAS NOT THE WORK INSPECTEO MET D <br />lnspected in accordance with the requirements ofthe DSA,/OSPHD <br />Projecl approved documents. <br />The requirements of the <br />Samplestaken: No <br />PHD Proiect approved doqrments. <br />MATERIAL SAMPLING WAS E WAS NOT E N/A E <br />Performed in accordance with OSI'iOSPHD Project approved documents. <br />Weather Sunnyruarm Temp: 80F <br />y161pp61g611 1198404 <br />Project Architect <br />Struc{ural Engineer <br />DSA Regional Office <br />School District <br />DAILY INSPECTION <br />REPORT <br />DSFJCITY FiIe # <br />DS,/OSHPD Appl. #_ <br />Contrador <br />Building Deparlmer{ <br />Oivner <br />Saul Amaya <br />Hn Name <br />Certification#: 5296829 <br />PRoJECT NAME: Seismic Retrotit 5oo W warner Date: 8-04-20 <br />ARCHITECT rlME ARRMED OTOO TIME DEPARTED 1530 <br />ENGINEER l\ilHP TRAVEL TIME LUNCH TIME 30 <br />CONTRACTOR Philco Construction lnc SUB CONTRACTOR <br />INSPECTION ADORESS <br />500 W Warner Ave. Santa Ana. CA <br />ADDRESS OF PROJECI <br />500 W Warner Ave, Santa Ana, CA <br />E <br />TYPE OF INSPECTION <br />ENGINEERED FILL <br />FOUNOATION <br />BACK FILL <br />BATCH PLANT <br />PT CONCREI-E <br />SHOTCRETE <br />CONCRETE <br />HIGH STREI.IGTH BOLTING <br />WELDING <br />SHOP WELD <br />RY FIREPROOFING <br />ANCHO&DOVVEL <br />NDE FIELD <br />NDE SHOP <br />CEILING WRE <br />DSIJOSHPD PROJECT <br />APPROVED DOCUMENTS <br />AVAITABLE APPROVED <br />PLANS Y ENE <br />SOIL REPORT Y ENE N tr <br />Na trSPECS:Y <br />APPROVED SHOP ORAWNG Y <br />Observed the stressing ol 112" A416l27Ok post tension tendons in the <br />glulam beams between gridlines 14-28 and L-R. Tendons were stressed lo <br />the required tension per schedule on 2/53.0. Elongations were measured <br />and recorded. See stressing records lor further information. Jack/Guage <br />#979-2OO1-O17 were used. They were calibrated on 5-13-20. <br />REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COI\,IPLETE <br />)TITI <br />TIII <br />)t <br />cc <br />Pemil # _ <br />verified by: Superintendent not on site