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Corpoaat! <br />292 E L! Pikn A\/€. Sto. A <br />An.heim, CA 92EOo <br />T.l:714.632.2999 <br />Fa\714.6g2.N4 <br />Obp€tchi 8(rc.491.2990 <br />San Oi.gormp..ial County <br />6295 F6ois Square Sb. C <br />San Diego, CA 92121 <br />Tel: 858 537 3s€ <br />Fax: 858.537.3g9O <br />obp.rcfi : EE8.84,{.5060 <br />lrllrnd EftpiE <br />14€7 Merirbn PXwy., BHg 2A <br />RiveBide. CA 9251E <br />Tol: 95'1.663.4999 <br />Fax: 951.63.4668 <br />Disp.lct: 8&.49 1 .2S$ <br />lndio <br />,14917 Gof C.nbr Pt$.y. . St.. 1 <br />lndb. CA 92201 <br />f.t:7@.342t6n <br />Fax:7@.342.4525 <br />clsp.bh: ax).491 .2so <br />Speoal inspe(ton RegorB must be ddnhrhd b <br />separale reports $all be FeparBd for edl rype <br />MATERIAL SAMPLING WASE WASNOTE N/AE WbAthET: <br />Periorm€d ln ac€ordancs wt$ DSA,/OSpHD/PROJECT approvrd docurnents. <br />*e1!is]]tl9:q -S{ t4 days_dttE <br />'rEpedaoo Repo.ts., ioo€.rplani .ornihqB mud tE dufibded irmedi*lyq speoar Dsp6ctrcn on a da'ty bqs6. Ead' repofl 6han be coanpletEd aid storad by the 6pecd irEpodoa co.tdudirE the <br />MTGL PRoJECTT: S403A19 <br />Pennfi ' 10191322- t 7509 <br />Repont l Page 1 ol I <br />Proied Architecl <br />Strudural Engineer <br />DSA Regionat Ofice <br />School Dilrnd <br />T}IE WORK WAS WAS NOT THE WORK INSPECTEO MET DID NOT MEETlnEpeclod in accordance with the requirements ofthe OSA/OSpHO/ <br />PROJECT appmved docdrments. <br />The rBquiEmsnis ofthe PROJECT doqJments <br />Samphs taken: <br />Clear Tenp: 7 4 t <br />S of Special lnspedor <br />Maged SaadContrSdor <br />BuiHing DeFrEnent <br />Owner Print Name <br />cerufcauon f : ICC{457479 <br />TTIIG t <br />PRoJEcr NAME: Aldi Mor Store # 34 oare 0912712O17 <br />ARCHITECT: APD rrME ARRIVEoi 08;00 AM TIME DEPARTED: 3:OO PM <br />ENGINEER B&B Associates TRAVEL TIME LUNCH'nME: - <br />CoNTRACToR: ED GRUSH SUB CONTRACTOR <br />INSPECTION ADDRESS ADDR ESS OF PROJECT: 2830 S. Bristol St, Santa Ana CA <br />roNTYPE OF INS <br />BACK FILL <br />E ENGINEERED FILL <br />D FoUNDATToN <br />BA PLANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />MASO <br />E HlGH STRENGTH BoLTII{G <br />E welonc <br />E sHoP V\ELD <br />FIREPR@FING <br />ANCHOR/DOYI/EL <br />ND€ FIELO <br />NDE SHOP <br />CEILING \MRE <br />tr_ <br />DSA/OSHPD PROJECT <br />APPROVEO OOCUMENTS PLANS Y <br />APPROVED <br />NE SOIL R N <br />N <br />SPECS: Y N <br />APPROVED SHOP ORAWNG Y <br />EoEUrPjrrENT usEo BycoNTRAcroR: Boom lift, Harness, chipping hammers, wire brush and welding machines <br />MATERIALS USED BY ERIAL TEST <br />WORK AREA] Roof <br />NO OR(INC LU DE RESEARCH R NonrEl lilroi0trr Concrsts. Hi6r.de Mix <br />eted welds were visually inspected in the following locations: <br />-condenser support at rco? 3h6" fillet weld for each end both sides for L3x3xl/4 Brace and the HSS3"X3"xt/4" as per detail 81 & 83 on sheet # 5-408. <br />-Opening for RTU Support at roof between lines C&D and lines 5.6&6 as per detail D3 & 83 on sheet # S- <br />405 and as per RFI 854. <br />Welds were inspected for size, lenSth, location and free of visible defects. <br />Verified welders certificates as: Christopher Ponce LA license #P031279 expire date o3/201g and Rafael <br />De Paz LA license *P030500 expare date O5/ZO2O. <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 />Compl <br />EWOR KR PAS cER TEN ALLOF KWOR ODT Y 0%PERCENT PROJECT COMPLETE <br />ca <br />o-+.r cr-t-*v Jr t# <br />DAILYINSPECTION DsA/crwFirer_ <br />REPORT DSA,/osHpo Appr. , <br />OSA/LEA ' <br />-