Laserfiche WebLink
TTIIG 1 <br />Corporatc <br />2992 E 1,, Palrn Avo. St€. A <br />Anah€im, CA 92806 <br />rot 714 .862.2999) <br />Fax:7146.12-?974 <br />Dispatch: 8m.491.2990 <br />San OiaooInlpcrial Cou'|ty <br />5295 Forris Square St6. C <br />San Dhgo. CA r'121 <br />Tol: 858.537.3999 <br />Fax: 858 537.4990 <br />Dlspdtch: E66.E 14.5060 <br />lnland Ernrira <br />14457 Moritian Ptvry., BHg 2A <br />Rivorside. CA 9251I <br />T.l: 951.553.4999 <br />Fax: S1.663.,1866 <br />DBpatch: 600-491-2990 <br />lrldlo <br />4491 7 Go[ Center Pkwy., Ste.1 <br />lrdb, CA gzml <br />I.L 7&.542-4477 <br />F.':7@ 342 .4325 <br />Erispatch: E00.491.2990 <br />MTGL PRoJECfT: 5403A 1 9 <br />Penrii I 01 91 322-17509 <br />R6port, ? Pags 1 of 1 <br />DAILY INSPECTION <br />REPORT <br />DSArc{TY File t _ <br />DSA/OSHPD Appl. a <br />OSAr'LEA ' <br />- <br />Separale rcports slEll be prepa.ed for each ttpe ol speoal nspe€tion on a darly b6sis Eadr reporl shallbeco.npl# and sgned by the specElinspector conduclng the <br />THE WORK WAS WAS NOT THE WORK INSPECTED MET OID NOT ET <br />lnspected in accordance wilh the requirements of the OSNOSPHD/ <br />PROJECT approved doc!ments. <br />The requirements ofthe PROJECT documents <br />Samples taken. <br />\ resther <br />MATERIAL SAMPLING WASE WAS NOT f] N/AE <br />Performed in accordance with DSAJOSPHD/PROJECT approved docurn€nt6. <br />Clear temp: 72 f <br />Prqect Arcf!itec,t <br />Struatural Enginoer <br />DSA Regional Ofrce <br />School Distid <br />Signature ot Special lnspedor <br />Maged Saad <br />Pnnl Name <br />PRoJEoT NAME:Aldi Mor Store # 3/t Date: 09/11/20't7 <br />ARCHITECT APD TIME ARRIVED 7:30 AM TIME DEPARTEDT 3:00 PM <br />ENGINEER B&B Associates TRAVEL TIME LUNCH TIME: - <br />coNrRAcroR: ED GRUSH SUB CONTRACTOR <br />INSPECNON ADDRESS ADDRESS OF PROJECT: 2830 S. Bristol St, Santa Ana, Ca <br />TYPE OF INSPECTION <br />N ENGINEERED FILL <br />O FoUNDATIoN <br />E BACK F|LL <br />E] BATCH PLANT <br />E PT coNcRETE <br />E SHoTcRETE <br />E coNcRETE <br />EIo <br />E wELorNG <br />E SHoP wELo <br />MASOI.i RY <br />HIGH STRENGTH BOLTING <br />tro <br />D NDE FtELo <br />E NDE sHoP <br />FIREPROOFIT.IG <br />ANCHOR/DOWEL <br />CEILiNG vvtREtrtr0tr <br />DSAJOSHPD PROJECT <br />APPROVED DOCUMENTS <br />AVAILABLE APPROVED <br />PLANSYEIND <br />SOILREPORTYENE]SPECS:YENE] <br />APPROVED SHOP DRAWNG Y f] N EI <br />MATERIALS US€D BY CONTRACTOR oNCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): NorrElV\,leight Concrete, HiSIsd€ MLr <br />EOEUIPMENT USEO BY CONTRACTOR: <br />woRKAREA First and foundation Floor <br />lnspected the placement of 10 yard grout 2,500 PSl, ready mix # RS250G41 in the following locations: <br />Trash enclosure from foundation level to -1'4" level. <br />4 Pilasters On grid line F.8 from level + 5'{" to level+10'-2". <br />Grout was mechanically vibrated. <br />lnspected the laying up of 8" CMU wall in the following locations: <br />On grid line A between line 7 and 7,4from level 5'-4" To +6-8" level. <br />On grid line 7.4 between line A and A.8 from level 5'-4" To +6-8" level. <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, grader type, lab splice, secured locations and clearance. <br />All above work is still in progress as per approved plans and code. <br />PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALL WORK TODAY: 0olo <br />cc Contractor <br />Bullding O6p6rtment <br />Ovrner <br />Certifcation 7 <br />t <br />T