Laserfiche WebLink
IIITG L <br />Coreoria <br />2992 E t-a P8kia Ava $e. A <br />A,l$ein, CA C806 <br />Td: 71u|.6?.2990 <br />Fex 714.&32.2374 <br />Oispddr: 800.491 .2990 <br />Sao DLgorlsr podd Conity <br />6295 F€.rB SqreE $a C <br />Sen Diqio, CA 92121 <br />Td: 85E.537 3999 <br />Fdc 858.537 3990 <br />Dispakh: 888.84,(.5060 <br />lnLl.' Emplr <br />1{a67 rtktfrl Pkwy., Edg 2A <br />RivEliia, CA e518 <br />Td:S51.66ii.4900 <br />Fa 951 .653.4666 <br />t)ispdr: &D.,t91.2990 <br />lldb <br />44917 Gdl CdrtE Ptwy.. slal <br />lrrto, CA @01rd..l@.gzsn <br />F8x.7@.3l2a525 <br />Oi!9aLh: 8{D.491.2990 <br />Rao.r* 3 Pag. 1 dl DSE/LEA * }{/A <br />Sp.dd lftpddl RrP(tl! nud bo dlirbrE lo tto prli.6 Ldr{ bdow sithh la drr! d [l. itsp.d.n. Rq(rir ca ndl{dnl'i cdflrari nu.r b. d.tDur.d rtnodlady <br />S€p'.ce rtPdr3 lha b€ Fpr.d {o'6&n ryrl€ oa lFri bs+dim m 5 dry b!ri!. Edr rpal rtul bG cdlplctd ild sgnd by El6 rpdd hrpdtr c<'l(tdi!g tne <br />THE WORK WAS THE WORK INSPECTED MET DIO NOT MEET <br />y161pp61E6s 5,r03A19 <br />Permi #I01g1322-1750S <br />Prcied Ardiled <br />Strdur8l ErEirEer <br />OSA Regbml o{fice <br />Sdml Disrrid <br />DAILY !NSPECTION <br />REPORT <br />DSc/CITY Fae , !4- <br />DSTJOSHPO Apd r N/A <br />Pniied approl?d doqrDertsIrEpecled h accodarce wth the rcqdernerG .d ttE DSA/OSPHD <br />Pmied app.o!,ed doq,rlert6. <br />i,ATERIAL SAMPLING WAS E WAS NOT E N/AA <br />Perform€d in 8cco.dance wnh DSA/OSPHD Proj€d @pro,ed docrrnenB. <br />WeatEl: 5umy an6 gtd' T6rnp:79F <br />TtE rcquiEm€rts of the <br />Ssmpbs td€n: t{/A <br />Coilredor <br />BdldnE DegqrtrEnl <br />Of,rEr <br />SigrlalurB of Special lrBpector <br />RIqAFAT tli{LlM <br />Pnn Name <br />Certittcatirn I ICC # 8288668 <br />PRoJEcr NAIIE:4;6| MOr StOre # 34 Oate Bn n7 <br />ARcHtrECr APD Architecfu re rllrE ARRIVED 2 pm TIME DEPARTED 4 pm <br />ENGINEER B & B Associates IRAVEL TIME LUNCH I]ME <br />coNrRAcroR ED GRUSH suB coNrRAcroR X press <br />lNSPEcrroN ADDRES 2a3o s Bristol sr, santa Ana, cA ADDRESS oF PRoJEcr 2830 s Bristol sr, santa Ana, cA <br />ENGINEERED FILL <br />FOUNDANON <br />BACK FILL <br />AATCH PI.-ANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />HIGH STRENGTH EOLTlt'lG <br />WELI}ilc <br />S OP WELD <br />TYPE OF FIREPROOFING <br />ANCHOR/DOi^,/EL <br />NDE FIELD <br />NDE S}IOP <br />CEIUt{G WRE <br />E <br />DSI/OSHPO PROJECT <br />APPROVED OOCUMENTS <br />AVAI LABLE APPROVEDpuers v EH E SorL REPoRT Y flNO SPECS: YE NE <br />APPffoVED s}IoP DffAIIJIIT|G YIJ N t-l <br />rrATERr,Ats usED 8y @NTRAeioR 0NCLUD€REPORT NO, OR MATERIAL TEST REPORTS): <br />CONTRACTORS EQUIPMENT/MANPOT^'ER USED: <br />AREA GRID UNES, PIECES INSPECTE0 I arived on site and observed the placement and consolidation of approximatety 12 <br />cubc yards of concrete at Loading Duck Sedton for total of (4) of C'6 at grit line 7 and 2 littb frootings ftont d th€ Bldg <br />(Footings) with mix design # 4305'l with an expec{ed 28 days strength of 3000 psi. Concrete was supplied by <br />Robertson's Ready mix. I performed slump and temperature tests on composite samples prepared at the point of discl <br />STRUCTURAI. NOTES, DfiAIL ORTFT-T'SED Approved Plans D2yS-302, 83, C3/9303, and RFI# 15 <br />RElrARl(s, INCLU0NG llEETu{Gs: All WOfk WaS peffOfmed as per approved phns & RFl. <br />Note: Slab Dowels will b€ iBtalled later by tho foreman <br />REWORK AS PERCENT OF ALL IADRK TODAY PERCENT PROJECT COMPLETE: <br />@ <br />vrilaWWW <br />ar4^<