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TTIIG t <br />Corpor.t <br />2992 E L. PrlrE Aw. Sto. A <br />Anah€im, CA 92806 <br />T6l: 714 El2 23€ <br />Fa\'.711.@2.2974 <br />Oispatch: 8{D.491.zso <br />lr$.rd Ern{i.. <br />1446, MorHitn Ptvry., 8&g 24 <br />Riv66*lG. CA92518 <br />Tol: 05'1.663..19S <br />F.x: 951.663.i1666 <br />Oisp.tch: 600.a9'1.2980 <br />lndlo <br />44917 Golt CGnter Phrry., Srs.l <br />lrdb. CA 92201 <br />f .L 7@342.46n <br />F.\:7gl.U2.45?5 <br />Oirpatsh: 9x).491 .2990 <br />S.n Dicgolr?c.id Courity <br />6295 Fenb Squarc Se. C <br />San CIelo, CA 92121 <br />Tel: 858.537.3990 <br />Fax: 858.537.@0 <br />Dispatch: 888.8,14.5060 <br />MTGL PRoJEcrr: 5403A19 <br />Pemtt I 10191322-17509 <br />Roport*lFag€ I ot 1 <br />Segarate reports atlall be prepared lEr €6cn me o, spoal rlspadbn on a da y ba6E Eaai repo.t shall be cornpl# ard sgn€d by the specrat rEp€do. co.dndinC fle <br />THE WORK WAS WAS NOT THE WORK INSPECTEO MET DIO NOT MEET <br />lrEpecled in acaordance rvith the requiremenb of th€ DS|L/OSPHD/ <br />PROJECT approved documents. <br />Th€ requiroments ofthe PROJECT dooJmentB <br />Sample6 iakon: <br />Vrreathsr <br />MATERIAL SAMPLING WAS E] WASNOTE N/A EI <br />Performsd in accordance with DSA,/OSPHO/PROJECT apprcved doclrnenb. <br />Clear tenp: 721 <br />of Special lnspedor <br />DAILY INSPECTION <br />REPORT <br />osArcrry Fib a_ . <br />OSA/oSHPD Appl. , <br />DSA/LEA ' <br />- <br />Projecl Ar.hitect <br />Strudural ErEineer <br />DSA Regional Ofice <br />S.hool Dildd <br />Cont"acior <br />Building DeFrtnern <br />Or,nor <br />Maged Saad <br />Pnnt Na <br />Certifrcation #r ICC{4574 <br />PROJECT NAME: AIdi MoT Store # 34 oate: 0812612O17 <br />ARcHITECT: APD TIME ARRIVED: 7:00 AM TIME OEPARTED: 12:30 Pil <br />ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME: - <br />CONTRACIOR ED GRUSH SUB CONTRACTOR: <br />INSPECTION ADDRESS ADDRESS OF PROJECT: 2830 S. Bristol St, Santa Ana, Ca <br />E ENGINEERED FILL <br />E FouNoATroN <br />BATCH PLANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />TYPE OF <br />BACK FILL <br />EI0 <br />E wELorNc <br />E sHoP wELD <br />MASONRY <br />HIGH STRENGTH BOLTING tr0o <br />ff FIREPROOFING <br />ANC H OR/DO!\'EL <br />NDE FIELD <br />NDE SHOP <br />CEILING WRE <br />DSA,/OSHPO PRO.JECT <br />APPROVED OOCUMENTS <br />AVAILABLE APPROVEO <br />PLANSYElN0 <br />SOIL REPORT Y f] N E]SPECS:YENfl <br />APPROVED SHOP DRAWNG Y E] N E <br />MATERIALS USED BY CONTRACTOR (NCLUOE RESEARCH R EPORT NO. OR MATERIAL TEST REPORTS): Norrialliroigtn Conc.6te,Hi€rrde Mix <br />EOEUIPMENT USEO BY CONTRACTOR <br />1 /oRK AREA: First Floor <br />lnspected the placement of grout 3,000 PSI in the following locations: <br />On grid line F.8 between grid line 7 & 5.6 from foundation level to +d-0" level. <br />For Pilasters on lines F,8&7. F.8&5.4. F,8&5.8. F.8&5.6 from foundation level to Level +4'{" from finish <br />floor. <br />Grout.was mechanically vibrated. <br />lnspected the laying up of 8" CMU wall in the following locations: <br />On grid line F.8 between line 6.4 and 5.8 from 0'-0" level to O'-8" from Finish floor <br />lnspected masonry unit for conformance to specification and Code. <br />lnspected masonry mortar for proper mixing and handling. <br />lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance. <br />All above work is still in progress as per approved plans and code. <br />REWORK AS PERCENT OF ALL WORK TODAY: O%PERCENT PROJECT COMPLETE: <br />cc