Laserfiche WebLink
ilITG t <br />Corpo,rta <br />2992 E La PalEra Avo. Sl€. A <br />Anahcim. CA 929)G <br />Tel:714.@2.2999 <br />Fe\:714.8ts2.2g74 <br />Disp€lct: 8@.491.2S <br />S.n Oi€olrp.rial County <br />6295 F6rri5 Squaro sle. C <br />S.n CI€go, CA 92'l2l <br />Tol: 856.537.3990 <br />F x:E56.537.3900 <br />Dasparch: 888.844.5060 <br />lnl.nd Eindrc <br />I 4467 Merk bn Pkvry. , Bldg 2A <br />Rivorsile, CA 92518 <br />T6l: 951 .653.4999 <br />Fex: 951 .653.4866 <br />Dispatch: 8fl).491.29€X) <br />l.dio <br />4401 7 Golt Conbr Plory. . Sto.l <br />lndb. CA 92201 <br />Tal7@.U2.46n <br />F617@342.45ts <br />Clsp.dr: ArO.491 .2SO <br />DSATC|W File t _ <br />LSA,/OSHPD Appl. , <br />DSA./LEA r _ <br />DAILY INSPECTION <br />REPORT <br />MTGL PRoJECTI: 5403A19 <br />Pormit * 101 91322-175(19 <br />Roport a Z Fag6 1of 1 <br />SepardE lepo.'l8 sliall be p.epared lor e&n $,pe d spedal rn€pectsr on a dart b666 Eadl epo.t 6hall be co.npleled and 6€ned b, the specd rEpedor cddrrcom tlE <br />THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEET <br />lnspec{ed in accordance with th€ requirements ofthe DSA,IOSPHD/ <br />PROJECT approved doc!ments. <br />The requirements otthe PROJECT doqlments <br />Samples takon: <br />Weather: <br />MATERIAL SAMPLING WAS E WAS NOT E I.UA E <br />Pertormed in accotdanco with DSA"/OSPHD/PROJECT approved documents. <br />Clear renp. 72 f <br />cc <br />Sirnature of Speqal lnsp€dor <br />Haged SaadProied Architect <br />Structural Engineer <br />DSA Regional Ofrco <br />Sctrool Oidrid <br />Cont|-ador <br />Buildlng Depanment <br />Owner <br />Certifcation #l <br />Venfied <br />PROJECT NAME AIdi MOr StoTe # 34 oate: 09/19/2017 <br />ARCHITECT APD TrME ARRIVED: 7:00 AM TIME DEPARTED: 1:30 PM <br />ENGINEER, B&B Associates TRAVEL TIME LUNCH TIME: - <br />coNTRAcToR: ED GRUSH SUB CONTRACTOR <br />INSPECTION ADDRESS ADDRESS oF PRoJEcT: 2830 S. Bristol St, Santa Ana, Ca <br />trtrtr <br />TYPE OF INSPECTION <br />ENGINEERED FILL <br />FOUNOATION <br />BACK FILL <br />E BATCH PLANT <br />O PT coNcRETE <br />E SHoTcRETE <br />E coNcRETE <br />E] FIREPROOFII{G <br />E ANcHoR/DovvEL <br />E NDE FIELo <br />E NDE sHoP <br />CEILING l/\/lREtrtrtro <br />El,T4ASONRYE HlGH STRENGTH BoLTING <br />O V'/ELDING <br />O sHoP vvELD <br />DSA,/OSHPD PROJECT <br />APPROVED DOCUMENTS <br />AVAILABLE APPROVEO <br />PLANSYETNE] <br />SOIL REPORT Y EI N E SPECS:YENE <br />APPROVED SHOP DRAWNG Y EI N D <br />MATERIALS USEO AY CONTRACTOR (NCLUOE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): NornEl $reight Concrote, Hi4r.de Mir <br />EOEUIPiTENT USED BY COi{TRACTOR: <br />rAoRK AREA: Finst and foundation Floor <br />lnspected the placement of4 cubic yard grout 2,500 PSl, Approved ready mix f RS250G41 in the following <br />locations: <br />On grid line A between line 7 and 7.4 from level +11'4" To +16'-8" level. <br />On grid line 7.4 between line A and A.8 from level +11'-4" To +16'-8" level. <br />On grid line A.8 between line 7 and 7.4 from level +11'4"To +16'-8" level. <br />-lnspected the laying up of 8" CMU wall in the following locations: <br />On grid line A between line 7 and 7.4trom level +16L8" To +19'4" level "top of wall". <br />On grid line 7.4 between line A and A.8 from level +16'-8" To +19'{" level "top of wall". <br />On grid line A.8 between line 7 and 7.4lrom level +16'-8" To +19'4" level "top of wall". <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, lrade, 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: 0%PERCENT PROJECT COMPLETE <br />Print Name