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TTIIG I <br />mror PRoJEoTT: &003A19 <br />Pemn r 10191322-17509 <br />R€porl*?Pago I of 1 <br />Srn Ocaol litperi3l County <br />5295 Ferris Squaro S16. C <br />San Crego. CA 92121 <br />Tel: 858.537.3999 <br />Fax:858.537.3990 <br />Oispdcn: 888.844.5060 <br />DAILY INSPECTION <br />REPORT <br />DSA/Ctry Fib t _ <br />DSAr'OSHPD Appl. , <br />DSATLEAi <br />- <br />THE WORK INSPECTEO MET DID NOT MEET <br />The requirementE ofthe PROJECT dodiments <br />Samples taken: <br />Clear remp: 72 f <br />S of Special lnspector <br />Maged Saad <br />Pint Name <br />Cerlifcation #:79 <br />CorForlta <br />2992 E k PalnE Av€. Ste A <br />Anahsim. cA 92806 <br />T6li 714.632.2999 <br />Fzx:714.f32.N1 <br />Oisp6tch: 800.491.29S0 <br />lnland Emfiae <br />1 ,!16/ M6rira.n Ptvry. , BUg 2A <br />Riversiile, CA 92518 <br />Tel: 951.653.4999 <br />Fax: 96l.63.,1666 <br />Dispetch: 8@.491-29OO <br />lndb <br />4491 7 Golt Ccntsr PtY.y.. Ste. I <br />lrdb, CA 92201 <br />Tel:7@.312!6n <br />Fa\:7@.u2.1515 <br />Dispadr: 8(x).491.2SO <br />THE WORK WAS WAS NOT <br />lnspeded in accordance with the requirements of the DSA/OSPHO/ <br />PROJECT approved doqrments. <br />WbathEr <br />MATERIAL SAMPLING WASE WASNO'E] N/A EI <br />Performed in accodance with DS&OSPH0/PROJECT approved doclrncnE. <br />Project A.drnect <br />Strualural ErEineer <br />DSA Regional Ofrca <br />Scfiool Oisfid <br />Contrac{or <br />Buibing Departmenl <br />oate 09/13/2017PROJECT NAME. AIdi MOT STOTE # 3/I <br />TIME ARRIVED.8:OO AM TIME DEPARTED 3:OO PMARcHITEcT: APD <br />LUNCH TIME: .ENGINEER B&B AssOciAtES TRAVEL TIME <br />SUB CONTRACTORcoNTRAoToR: ED GRUSH <br />AoDRESS oF PRoJECT: 2830 S. BristolSt, Santa Ana, CAINSPECTION ADDRESS <br />otr <br />E NoE FIELD <br />E NDE SHOP <br />FIREPROOFING <br />ANC H OR/DOVVEL tr <br />trtr <br />E cEILING vvlRE <br />EPOXY <br />trtr <br />Dtr <br />BATCH PLANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />trtr <br />E MASoNRY <br />f] HIGH STRENGTH BOLTING <br />WELOING <br />SHOP WELO <br />TYPE OF INSPECTION <br />E ENGINEERED FILL <br />E FoUNDATION <br />EI BAoK FILL <br />sPECs:YENE <br />APPRoVED sHoP DRAWNG Y EI N E <br />SoTLREPoRTYENEOS^./OSHPD PROJECT <br />APPROVEO OOCUMENTS <br />AVAILABLE APPROVED <br />PLANSYEINO <br />MATERIqLS USEO BYCONTRACTOR (INCLUDE RESEARCH <br />EQEUIPMENT USED BY CONTRACTOR: <br />rI/oRK AREA: Foundation Floor <br />REPORT NO. OR MATERIAL TEST REPORTS): NonYlal\Aleight Conctete. HiGrade Mix <br />Observed epoxy for installation of 6 Horizontal dowels for connection between existing Masonry wall and <br />new masonry wall in the following locations: <br />Loading dock on lines !y[ and A.8 & 7. <br />Observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air prior <br />to placing Epoxy. <br />Epory Set-XP was used expire date O5/20t9. <br />Contractor followed the manutacture instruction for installation as well as ESR-2582 <br />All above work was completed as per approved plans "detail 82 on Sheet # 5-301" and code. <br />PERCENT PROJECT COMPLETE:REWORK AS PERCENT OF ALL WoRK TODAY: 0ol.