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TUIIG 1 <br />Corporato <br />2992 E La Palma Av6. Ste. A <br />Anaheim, CA 92806 <br />Tel: 714.632.2999 <br />Fax 714.632.2974 <br />Dispatch: 800.491.2990 <br />San Dlogofl mpcrlal County <br />6295 Ferds Square Ste. C <br />San Diego, CA 92121 <br />Tel: 858.537.3999 <br />Fax:858.537.3990 <br />Dispatch: 888.8,14.5060 <br />lnl.nd EmplrG <br />14467 M€ridian Pkwy., Edg 2A <br />Riverside, CA 925 1 8 <br />Tel: 951.653.4993 <br />Fax: 951.653.4666 <br />Dispatch: 800.491.2990 <br />lndlo <br />,{491 7 Golf Center Pkwy., Ste. 1 <br />lndio, CA 92201 <br />1d:760.312A6n <br />Faxt760.342.4525 <br />Dispatch: 800.491.2990 <br />DAILY INSPECT!ON <br />REPORT <br />DS,/C|TY File#_ <br />DSIr'OSHPD Appl. #_ <br />DSFr'LEA # <br />Separats r€po.ls shdl bs prepad lor a8ct lyps ot sp€oal inspecllo.t on a daily basjs. Each reporl shall be complsl€d and slgflsd by uls 5p€cjal insp€ctor conducling ihe <br />THE WORK WAS THE WORK INSPECTEO MET DID N <br />lnspected an accordance with the requirements oftlle OSfuOSPHO <br />Projecl approved documents. <br />The requirements of the PHD Projec{ approved documents. <br />Samples taken: NO <br />Wealher: Sun /Warm T 80F <br />a peclor <br />Project Architecl <br />StrucluralEngineer <br />DSA Regional Ofilce <br />School Dislrict <br />Saul Amaya <br />TnnI Name <br />Certification*: 5296829 <br />PRoJEcr NAME: seismic Retrolit 5oo w warner Date: g_09-20 <br />ARCHITECT TIME ARRIVED OTOO TIME DEPARTED ,I530 <br />ENGINEER MHP TRAVEL TIME LUNCH TIME 30 <br />CONTRACTOR PhilCo Construction lnc.SUB CONTRACTOR <br />INSPECTION ADDRESS <br />500 W Warner Ave, Santa Ana, CA. <br />AODRESS OF PROJECT <br />500 W Warnet Ave, Santa Ana, CA <br />TYPE OF INSPECTION <br />ENGINEERED FILL <br />FOUNDATION <br />BACK FILL <br />BATCH PLANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />MASONRY <br />HIGH STRENGTH BOLTING <br />WELDING <br />SHOP WELD <br />FI FI <br />ANCHOR/DOWEL <br />NDE FIELO <br />NDE SHOP <br />CEILING WRE <br />OSA/OSHPD PROJECT <br />APPROVED DOCUMENTS <br />IOVED SOIL REPoRT Y EN[f N tr <br />Ntr trSP€CS:Y <br />APPROVED SHOP DRAWNG Y <br />Observed the stressing ol 112" A4161270k post tension tendons in the <br />glulam beams between gridlines 1-14 and E-N. Tendons were stressed to <br />the required tension per schedule on 253.0. Elongations were measured <br />and recorded. See stressing records lor further information. Jack/Guage <br />#979-2001-017 were used. They were calibrated on 5-13-20. <br />REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE <br />III <br />Ir!t <br />):{ItI <br />TIII <br />ITII <br />):( <br />cc Conkactor <br />BuildirE Department <br />Owrler <br />t\4r61 pp6156# 1'l ggA04 <br />Perm #_ <br />Repod # _ PaO6 _L of _,L <br />MATERTAL SAMpLTNG wes EJ wns uorE vaE <br />Pedormed in accordance with DSF./OSPHD Project approved documenls. <br />verified by: Superintendent not on site