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ilIIG 1 <br />Corporat. <br />2992 E Le PEl.rE Aw. Ste. A <br />Anah6im, CA 92606 <br />Tel:71,t.632.2909 <br />F.x:714.632.2si11 <br />Dispetdt: 8@.,19,.2990 <br />San Diego/lrrpe.i.l Courny <br />6295 Ferris Squa.e 5[6. C <br />San Erisoo, CA 92121 <br />Tel: E54.537.39S <br />Fax: 668.537.3990 <br />Dispalch: 884.844.5060 <br />lnl.id Emdr. <br />1,1467 Meruian Pkvay-, Btdg 2A <br />RivcBid.. CA 92514 <br />Tol:951.63.,€S <br />F.x: 96r.653.4666 <br />Oisp.dr: 8@.,191.2$0 <br />Itdio <br />4,4917 Gof Cenbr Pl$ry., Sb. t <br />lndb, CA 92201 <br />16l:7@.Y2.6n <br />Fax:7@-3ut2.4525 <br />C)isp.dr: qx).{91.29SO <br />MrGt- pRo.recrr: 5if03A1 9 <br />pemit r 10191322-17509 <br />RoporttlFag€ l ot 1 <br />Sp€oal lnsp€c1bn Reports mud be di$lhrbd b fie panEs tlsted belof, wihin 14 day6 o{ttle inspedioo Report6 ca no.lconlplEnt condfbrE mlJ3r be dlBtDutedSeparale repo.ts sha be p.epsr€d tor eacn type of speoal ir,spectjoo on a daily basrs Eadr Gpo.t shs be cofipl€bd and s€ned by tlE speoal ins[Edor cDrd'.tcln0 the <br />THE WORX WAS WAS NOT THE WORX INSPECTED MET OID NOT MEETlnspecied in accordance ryith the rsquirements qlthe OSA,/OSpl-lD/ <br />PROJECT approved (b(r,ments. <br />MATERIAL SAMPLING WASO WASNOTE N/A EI <br />Perfomed in accordance with DStuOSpHO/pROJECT approved documnts. <br />The requi.ements ofthe PROJECT documents <br />Samples taken: <br />Clear tenp: 721 <br />Sig'lature lnspecaor <br />Proj€ct Ardtitsct <br />Structu-al Engineer <br />OSA Regional Ofice <br />School Dlddct <br />Contractor <br />Buildlng Depofinent <br />Own€r <br />Maged Saad <br />cenaficallon # <br />PRoJECT NAME] Aldi mor Sto.e # 34 Date: 09/18/2017 <br />ARcHlrEcT: APD TIME ARRIVED: O7:OO AM TIME OEPARTED: 3:OO PM <br />ENGINEER: B&B Associates TRAVEL TIME LUNCH TIMEr - <br />oONTRACTOR: ED GRUSH SUB CONTRACTOR <br />ADDRESS OF PROJECTT 2830 S. Bristol St, Santa Ana CA <br />TYPE INSPE <br />BACK FILL <br />O ENGINEERED FILL <br />E FouNoATroN <br />PT CONCRETE <br />SHOTCRETE <br />COTCRETE <br />El wELDTNG <br />E sHoPv\ELD <br />MASONRY <br />HlGH STRENGTH BOLTING <br />FIR E G <br />ANCHOR/DOWEL <br />E NoE FrELo <br />NDE SHOP <br />cEtLrNG wRE <br />APPROVED OOCUMENTS <br />PD PROJECT <br />PLANS Y NE <br />AVAILABLE APPROVED SOIL R TY N <br />N <br />SPECS: Y N <br />APPROVEO SHOP DRAW|NG Y <br />EQEUTPMENT USEO By CONTRACTOR: BOOm lift, Harness, Chipping hammers, wire brush and welding machines <br />MATERIALS U IAL <br />woRK AREA: Finit Floor roof <br />D AY CONTRACTOR (INCLU DE RESEARCH REPORT NO Nonm ll lsiolrt ConcIete, Hi6rade Mix <br />canopy framing % " fillet weld between the 3/9"x6"x6" plate and %,,x6,,xg,,embed plate as per detail D2 <br />on sheet # 5-401 for connection at grid lines 7&F.8, 6.4&F.8, 5.8&F.8 and 5.6&F.8 <br />Welds were inspected for size, length, location and free of visible defects. <br />Verified welders certificates as: christopher Ponce LA license #P031279 expire date 03/2018 and Rafael <br />De Paz LA license frp030500 expire date O5/2O2O. <br />All welding was performed as per approved plans and code. <br />All work detailed above is still in progress as per approved plans and code. <br />Completed weld s were visually inspected in the following locations: <br />EWOR KR PAS RE ENc OFT WORALL K TO YDA CENTPER P ROJ cE T COMPLETE <br />Verifed <br />1 <br />Print Na <br />OAILY INSPECTION <br />REPORT <br />OSA/CITY Fde a _ <br />DSA,/OSHPD Appl. , <br />DgA/LEA ' <br />- <br />INSPECTION ADDRE_