The URL can be used to link to this page

Home My WebLink About40130574 - PermitCity of Santa Ana Permit Counter: (714) 647-5800 20 Civic Center Plaza (M-19), Santa Ana, C492702 lnspection Requests: 17 14]. 667-2738 lnspector Section: (714) 647-5853 Mechanical Permit #: 4013o374 Pin #: llOa{ 4Project Address: 2830 S Bristol St Assesso/sParcel: 140.251-01 Lot; 75 Unit: Block: NA Bldg: Tract: 5653 Address Range: 2E20-2872 Historic: No Suite Range: Zoning: C1 Owner: Address: Contractor Address: Phone Tenant Name: Aldi lnc 12661 Aldi Place Moreno Vallay, CA 92555 (951) 530-57s0 Ed Gruah General Contract( 3236 E Wlllow Street Signal Hill, CA 90755 (552) 426-9526 011 16002 0't 116002 0'1116002 011't6002 01116002 01116002 01116002 01116002 01't 16002 51604 51604 51604 51604 51604 51604 53603 51600 51604 Amount 84.00 105.46 40.62 28.42 32.79 29.80 0.65 20.56 51.26 Qty 1.00 't.00 1.00 1.00 3.00 1.00 387 .32 't.00 1.00 Fee $84.00 $105.46 $40.62 $28.42 $98.37 $29.80 $25'r.76 $20.s6 )c Lzo Fee Typo Heat Pump O/D Pks H/C Add'l Vent Sys Bathroom Fan Envir. Air Other Condensate Pump Ptc - 6s% General Plan Update lssuancePhone State Lic #: 246399 Lic Type: B Bus. Lic #: 345947 Workers' Compensation lnsurance:Carrier: Libsrty Mutual Fire lnsurance Company Policy #: WC22914646670 Expires: 1OlO1l2O17 Building Use: Job Type: Nalure of Work: Commerclal Tenanl lmprovement TI M III B, SPK cMc 2013 Planning Condations: Planning Approval By Plan Checked By: Permit lssued By: Subject to Field: Buirdins Permit #: 10191322 Ewry pemit issued shall bocgme invalid unless lhe wot* on the site authotized by such pennit is cgmmencod within 1 80 days afto( ils o. abandoned tor a potid o1180 deys aftet the time the work is commencod. \ West. Glen \)hernanoez, xatny Date Date Oate 1111712016 06t29t2017 Account# Mlsc. Receipt: 68805 Misc. Receipt: Misc. Receipt: Total Notes: Note: Walk-in cooleB are not part of this plan check and will requi?s a sâ‚¬parate pormit $710.25 $450.09 $260.16 lnspector MID#: 2016-'132727 011'16002 51600 01116002 51604 $20.56 $239.60 Fee Total: Paid lo Date: Balance Due: -/ Occupancy: Constr Type: Code: MECHANICAL.INSPECTOR RECORD APPROVALS COMMENTS Appliances Metal Fire Place Evaporalive Cooler Furnace Compressor Iiilisc. Equipment Duct Work Pre-lnsulation lnsulation Smoke Detectors lnstalled /\ Rough Ductwork l0'ztf-l)?r"vl.M, Vents Toilet Room / Clothes Dryer Residential Ranqe Other Hood Type I Hood Type ll Hood Grease Duct Fire Damper Openings lnstallation F.D. Drop Test Above Hard Lid Above T-Bar Rough Mech. Final Test Meter Release n FINAL Notes, Remarks, Etc owllan Bulurtx Dar a roN I hd.by.nrD oo& pa.l, or Firy fir I a d.qr &@ ttE Cdt Jl6' Litd. lre br $. blbeir tuo (Se rollj BsiE d lrotilr Cod.) Aa, Cay d cad, *ttt .q!iq . Fni l. 6duc. .ld. nryotc dqDlilt or ,9.i rv 6rdLt FEtot -8 ...bo Gq,iEG.{did 6. rd Fii b 6l.. dildira.d rtabqntrl.(a.d F,rd lo rt. F!wb6 of ri. Coir*rar Lid*d r& (ct+rd 9. CdMcbs *i[ s.dio. ,od, of Diriio. 3 ot lhc Eoin6 ;!d PrDf!-ird Co&) or dr Ir d rlE i a.4( &a6oE -d lt bi tu ltc rlksd a.4.bo. A!, vbLbo ors!.rii rotl.5 by ary @ltd tu. rdEr st'iet 6. {p[.d ro t civil !a.ly ofer @GiL^ liw hdH &lhr (tt@). al-. ovE ofrtE FlFir. a o).ql6tE wnh q.8q r lh.ir -L @npdrbn $in & dE wr d dEGldn a bl i a.t d d ofrsld br.L (Sc.r0{,1, &si,rd s{ Robbd co& Th. Col,Elc't liq!. Le.bi br ?9ly to h oac of lb FoFr, vho hill d in9llE 0EEi. &.!s,lb &o rd, mlt hiMlf or tcElf or ttdou$ lti' d lE om m9brs. Fovid.d rhr ucl! iEFlrqEu,! ml i 6d.d cotuld 6r d. tl t !ff. r!. hqildirr n bFovaEr i hld *itltit oi. d of @dpubn ll!.orc Alilda wi[ trw6. hrtt ' orFoviry $r h.d $c di.l bl hiLl u iq.!E UE FFty &itlE Frlc.l -1. ! orG of rlE FlFrr. e q.hliv.ly.onrrliB with lir!.d 6d.d lo orold llsFli..l (s... ?04r. &.iE -d hotri! C.d.: Tltc Con rroir Lile tr* .b6 @r sly ro - osE of FeFry wto bild. o, ioFlq t E@D. rld *lD 6dar 6. rdr Foldr rit . ColrrEd(r) lta.d F,r.rr lo th. c.mtral ti@ lry). _l 6 d@rr u(b setr D.r. oinr lllrBh}:&xaJfl!$rxA ul:u.d&utQt I h-.b\ rlllr rui\to t<rl( o l nstu^ oN o l rh. nnl,,r tr,! .l.rl.n rr tr'nl -l hlB El will Birr.h r cErificn. of co&r ro sdf-ls@ fo. srtd @E a!dio,,. a Folild tn bt Sdn ! 1700 of tlr t lrcodA for th. r.hffi. orrlE *ul ror whth rh. Fii ir iE.d 1l h,E .'d *'ll dht - *,16 o|a6ab. i..trc d ilqricd !, S..li, l?oo of tlE tllot C.& 6t ft Ftffit ot 0E wt ftn *lti.t ttir Fnr n b!.1 M, *qld olqdrbo iElrc.dE ttd polic) o@bd c: \--- TK.er4L.,a t 7nt7o.-/7 Pur,.. :-.t"" f B L z- q/ 4L lz a c7 o , L r,pn6 r o/,/r7 -l qdry &r b ll. F6orEd! 01tn. w.rt tf, ,hi.i rii. rdti h ia,.( I rL[ 61 6Pby dy tEDn b ay il@ i lro te'r otirl to tb 6td'o4@rb. hq otcrli&di -d ryE fir if I dDald t@@ di.r to d. m a' .firdai, foviriE of S.cb! 1700 of $. lrto. Code I tatll fo.lhrii oddy wi6 Oo. Fwiia. \IARNIN(; Ijsilur. !o (u. *0.16' compdMnr Nrdrsc 6 !n[srul, and shall subjal e mplo)( r. dmmal FmkE md cirl find Ul kr .n. hundr.J Ihouend dollds ( t loo,t[x)). '. atjd nn ir rh. .oi of comI'.trslon, da'es.r dr ro1'd.d l rh. s(rilr 11176 olrlr I r|r{ {inll. n(dsrrntl art]nrv r lir OEI'8AIIO! t IE.br.lE6 'e pdbof Fi6, lh I E li.d lrdi potli! ofct+t 9{o@i| wili sdin r(m) of DnLb ! of rb qdE.d hiE-r Codc 8l oy liu a ii tuo bitc d.ftd. g VVuS?7 o/ a-t/tz a*,-"*\k.vn*- caruBJr(Ila[Lftrali-acllsr I hd.5! lmm ond6 Fmlry or pqjur.- lhd lh6. t ! cointu.l Dn Lidif,8 .gtry for 'hc Ffol)1@. o I rh! wrl for efiict tni! IEnit a Anr(t{\r. rl),r.(r ( I AIIIJCAdI.DECI'EAXIOU I t rt, 6E 'd& p6.r, of Fjrr, @ of t ,olbwis &(b.ii!: o@Ub! r6Eie^ltra Ndifi..no 6..b.1 R.a!hi(E OlL /o, Pr6) -R.{rid t,ala of tldihir I .qriry [Ir dr r.dd.l EIU!.tiE Eerdils &$ tlmnl re @l ?PlirbL ro Oi Foitl I cciit $n I lw! 6d rli rmti.nion rd na. $r rh..toG i.6,r bn.cdr.d.I.!rEo ceely eio.llCil, rd couiry odit,Ig ed sl.lc lls Eidhs ro bo dEg .odu.ri@ ,n hatb .uobrn! rF6.dii6 of$ir Cny &d coolr, lo at. upon tt .llrc DctrrknrLI pn.tdl\ nr r\tRr(rn V..-,-p /-**rAlplicd d A&d SiSnaus Pdoitc.e(Fir):_Da <t /<. 12 u+a,5 /,/a y'/ 2 TEESIINNATIU' I oATE I rD/SrG. ,.r,, '/zy't-,/ E z-*-- I I l I I I I I I www.mtglinc.com |\.'ITGL Project I Permil, Report,PG- OF Corporate: I 2992 E. La Palma Ave. Ste. A Anaheim. CA 92806 Tel: 714.632.2999 Fax 714 632 2974 Dispatch: 800.491.2990 San Diego/lmperial County 6295 Ferris Square, Suite C San Diego. CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT rnr.norilr, '14467 Meridian Pk$/., 8ldg. 2-A Riverside. CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 oSITClTY File #:_ OS{OSHPD APPL ': DSA/ LEA *r lndio: 44917 Goll Center Pkwy, #1 lndio. CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 illTGr ALT DAITq I ME AFBIVED I ME OEPABIED I tLcl \INGINIIF IBAVEL T ME LUNCII T ME collxAcT0F SI]8 CONTFACTOB trtsf EAroN ADoF-Isf aD0RESi0r PRo.rEcr ,I TYPE 0f SPECT|0tt ENGINEEBEO FILL i.., FOUNDATION . It. i BACK FILL 'i ' BATCH PLANT PT CONCBEIE SHOTCRETE CONCRETE FIREPROOFING ANCHOB/DOWEL NDE FIELD NOE SHOP CTILING WIRE I DSA/OSHPD/PBOJECT: APPROVEO DOCUMET,lTS AVAILABLE: APPROVEO PLANS Y] N] SPECS: Y N APPROVED SHOP OBAWING Y N SOII REPOBT Y N MATEfi ALS US'O BY COIITFACION (Ii]CLUOE RESEARCH NTPOFT NO OB MATEF]AL TEST REPOFTS) c0[TFACT0FSE0UTPMtNT MAj'lP01,vtfl U5E0 ASEA OAIO L]IJIS P ECTS INSPECTED STRUCTURAL IIOTES DEIAIL Ofi FFIS USID F rlAarrs lxcl uolx6 ltf6l/r65: B - L PERCENT PROJECT COI\,lPLETE THE WORI( WASL] WAS NOT ] lnspected rn accordance wilh ihe requiremenls ol the oStuoSHPD/PRoJECT approvBd documents. THE WORX I'ISPECIEO MET DID NOT I\,IEET The requirements 0l the DSll/0SHPD/PR0JECT approved documenls Samples taken:_ Weather:\> Signature ot Spâ‚¬cia! hspector Print Name Certification I Verilied by: Temp: / iIATERIAI, SAMPI.II{G WASL WAS NOT N/A'] Performed in acc0rdance with 0SA,/0SHPD/PR0JECT approved documents cc Proiecl Architect StructuralEngineer 0SA f,egionalotfice School oiskict Contractor Euilding Departmenl 0wnâ‚¬r MASONBY HIGH SIRENGTH BOLTING WELDING SHOP WELD REWORK AS PERCENT OF ALL WORK TODAY: Corporale: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 F?d.'.714.632.297 4 oispatch: 800.491.2990 san oiegoTtmperiat counryo 6295 Ferris Square, Suite C San Dieoo, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 800.49'1.2990 lnland Emplo: 14467 Meridian Pkwy., Bldg.2-A Riverside. CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 o www.mtglinc.com lvfiGL Proiect r:5/O3 A 19 Perm, Rsporl r_ PG_ 0t_ DAILY INSPEGTION REPORT 0S^rcIrY Es a_ OSIr'OSHPD APPL }: DSA / LEA ': MIGr PfiOJECI NAME DAlt IIUE OEPASIEOAFCIIITECT LUilChIUE collMcrof, E!l\ aD( r4,r,l aa rrrol/-{rp tarare .qAAr?a .^rA .SA-t A -< ADtq.Tnl -qT .<^^YrA l^l.r SUBCONIFACIOE [6P[fiXn ^IXrnBi f83r}3 RPrsfi I -qf IYPE OF IIISPTCTIOX ENGINEEREO TILL TOUNDATION EACK FILL - BATCH PLANT _ PT Cot'lcREtE - SHOTCRETE L CONCRETE -l MASoltlRY! HIGH STBEI{GTH BOLTlttlG L WILDI{G U SHOP WELO TIHEPHOOFII'IG ANCHOF/OOWEL NDE FIELD NDE SHOP PULL/TOROUâ‚¬ TEST U DSA/OSHPD/PHOJECI APPROVED DOCUIITE[]S: AVAILABLE: APPROVED PLANS Y R t'I tr SPECS: Y! Ntl APPROVED SHOP DRAWING Y:] T'I:] SOIL REPOR] Y' N:] M T!B|A!S t Sto EY C0{IR^Cr0R {liCLUot FESI RCfl nEPoBI [O 08 MAlIflr.Ar TIST FtmFTS) COIiIAACTOHS EOU IPMEIIT 1 MANPOWEs USID: arYrlFp -â‚¬.farL ( e*e'luo, AREI GErD L[iES. PTECES [irSPtCrEo ha' - c.t * 51' l 5 STSUCIURAT IOIIS DEIAIL OF RIIS USTD qt uAFris,xctulrrxo fl 6f ,N6sl REWORK AS PERCENT OF ALL WO K TODAY:PER NT PROJECT COMPLETE THE WoBX WASN WAS NoT i_- lnspected in accordance wiih ihe requirements ol the oSrr'oSHPD/PRoJECT apprcved documents. ittlEnttl stlrPLtIG WAS WAS NoT N/A Performed in accordance with DS&0SHPD/PRoJECT approved documents MET X DID NOT MEET' S&0SrlPD/PR0JECT approved documents. THT WOBK It{SPECTED The requiremenis the D Samples taken lvâ‚¬athei:SlJAlugqf_p F Signature lnspector cc Project Architect StructuralEngineer DSA Begional 0tlice School District Conlractor Buildin0 Department 0wner r.1 Print Name Certification ri (t n ,'tl-,E -l-.I 1 .L I \q. !r l\lha l! b, \a h \,\C Verified by ._ IIITG L Coreoria 2992 E t-a P8kia Ava $e. A A,l$ein, CA C806 Td: 71u|.6?.2990 Fex 714.&32.2374 Oispddr: 800.491 .2990 Sao DLgorlsr podd Conity 6295 Fâ‚¬.rB SqreE $a C Sen Diqio, CA 92121 Td: 85E.537 3999 Fdc 858.537 3990 Dispakh: 888.84,(.5060 lnLl.' Emplr 1{a67 rtktfrl Pkwy., Edg 2A RivEliia, CA e518 Td:S51.66ii.4900 Fa 951 .653.4666 t)ispdr: &D.,t91.2990 lldb 44917 Gdl CdrtE Ptwy.. slal lrrto, CA @01rd..l@.gzsn F8x.7@.3l2a525 Oi!9aLh: 8{D.491.2990 Rao.r* 3 Pag. 1 dl DSE/LEA * }{/A 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 Sâ‚¬p'.ce rtPdr3 lha bâ‚¬ Fpr.d {o'6&n ryrlâ‚¬ 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 THE WORK WAS THE WORK INSPECTED MET DIO NOT MEET y161pp61E6s 5,r03A19 Permi #I01g1322-1750S Prcied Ardiled Strdur8l ErEirEer OSA Regbml o{fice Sdml Disrrid DAILY !NSPECTION REPORT DSc/CITY Fae , !4- DSTJOSHPO Apd r N/A Pniied approl?d doqrDertsIrEpecled h accodarce wth the rcqdernerG .d ttE DSA/OSPHD Pmied app.o!,ed doq,rlert6. i,ATERIAL SAMPLING WAS E WAS NOT E N/AA Performâ‚¬d in 8cco.dance wnh DSA/OSPHD Projâ‚¬d @pro,ed docrrnenB. WeatEl: 5umy an6 gtd' T6rnp:79F TtE rcquiEmâ‚¬rts of the Ssmpbs tdâ‚¬n: t{/A Coilredor BdldnE DegqrtrEnl Of,rEr SigrlalurB of Special lrBpector RIqAFAT tli{LlM Pnn Name Certittcatirn I ICC # 8288668 PRoJEcr NAIIE:4;6| MOr StOre # 34 Oate Bn n7 ARcHtrECr APD Architecfu re rllrE ARRIVED 2 pm TIME DEPARTED 4 pm ENGINEER B & B Associates IRAVEL TIME LUNCH I]ME coNrRAcroR ED GRUSH suB coNrRAcroR X press lNSPEcrroN ADDRES 2a3o s Bristol sr, santa Ana, cA ADDRESS oF PRoJEcr 2830 s Bristol sr, santa Ana, cA ENGINEERED FILL FOUNDANON BACK FILL AATCH PI.-ANT PT CONCRETE SHOTCRETE CONCRETE HIGH STRENGTH EOLTlt'lG WELI}ilc S OP WELD TYPE OF FIREPROOFING ANCHOR/DOi^,/EL NDE FIELD NDE S}IOP CEIUt{G WRE E DSI/OSHPO PROJECT APPROVED OOCUMENTS AVAI LABLE APPROVEDpuers v EH E SorL REPoRT Y flNO SPECS: YE NE APPffoVED s}IoP DffAIIJIIT|G YIJ N t-l rrATERr,Ats usED 8y @NTRAeioR 0NCLUDâ‚¬REPORT NO, OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/MANPOT^'ER USED: AREA GRID UNES, PIECES INSPECTE0 I arived on site and observed the placement and consolidation of approximatety 12 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 thâ‚¬ Bldg (Footings) with mix design # 4305'l with an expec{ed 28 days strength of 3000 psi. Concrete was supplied by Robertson's Ready mix. I performed slump and temperature tests on composite samples prepared at the point of discl STRUCTURAI. NOTES, DfiAIL ORTFT-T'SED Approved Plans D2yS-302, 83, C3/9303, and RFI# 15 RElrARl(s, INCLU0NG llEETu{Gs: All WOfk WaS peffOfmed as per approved phns & RFl. Note: Slab Dowels will bâ‚¬ iBtalled later by tho foreman REWORK AS PERCENT OF ALL IADRK TODAY PERCENT PROJECT COMPLETE: @ vrilaWWW ar4^< TIIIG 1 Corporate 2992 E 1,. Pakne Ave Se. A A/|ahem, CA 92806 Td: 714.632.2999 Fax 714632.2374 Dispaldr: 800.491.2990 S.n Daogorlm peri.l Courty 6:â‚¬5 Fs.is Squre Ste C San OieOo, CA 92121 Td 858 537.3999 Fax 858 537 3990 D'spâ‚¬tdr: 888.444 5060 lnhnd Eftplll 1{467 iiâ‚¬.Uian Pkwy., Edg 2A RiveIsdâ‚¬, CA 92518 Td: 951.653 4999 Fax 951 653 4666 Dispatch: 800 491 2990 lndio ,1,1917 Gdf Csts Pkwy.. Se 1 l.dio. CA 92201 rd:760.?42.$n Fax760 U215X Oispatch: 8m.a91.2990 MTGL PROJECT#. 903419 pem f 1019'1322-'17509 DAILY INSPECTION REPORT D$r'ClrY File # I4-- DSA.TOSHPD Apd f i'uA R4od * I PaSe 1 of 1 DSA/L Eq * N/A Spâ‚¬dd ln6p..iim Rep{.ts rusl be d6trlDolod ro ho prli6 li6lâ‚¬d bdor wibh la dsys d f1o inspâ‚¬cto Râ‚¬pat3 ol.ofiadplsi cdldrjds .rust b. clsEibutâ‚¬d ammâ‚¬diatdy S+rtc r?s!s .hd bâ‚¬ p.q'd l(. sdr t pe ol srecrd nspâ‚¬do 6 . ddy bais Eadr .qd sndl bâ‚¬ co.rddâ‚¬d rd siJtd by t\s spâ‚¬.id nspdd cdtdJ{rrE ulâ‚¬ THE WAS NOT THE II{SPECTEO t!,t lnspeded in accordsnce wilh ttE requirements ot the DSA/OSPHD Proied appo\.ed doqrner{s. TtE requirements ol the OSNOSPHD Prqed approved doo,nents. Samples taken: IVA MATERIAL SAMPLING WAS E WASNOIE MAA Perfomed in acco.dance wnh DSFJOSPHD Pmjed approled doqments. Weatlcc g96nr 6n6 glsar Temp:926 SEnalurE of Special lnspec,tor Projed Architect Structural ErEineer OSA Regionâ‚¬l OfficE Sdool Didril Corliaclor BuihirE Depa.t nen{ O,vrEr RAAFAT FIALIM Pnfl Name Certrficatton *: ICC # 8288668 PRoJECT NAME: Aldi Mor store # 34 oate:Bl4l17 ARCHrrEcr APD Architecture rlME ARRIVED 1O am rME DEPARTED 12:30 pm ENGINEER B & B Associates TRAVEL TIME LUNCH TIME coNrRAcroR ED GRUSH suB coNrRAcroR x press INSPECTIoN ADDRESS za3o s Bristol sr, santa Ana, cA ADDRESS oF PRoJEcr 2B3o s Bristol sr, santa Ana, cA TYPE OF INSPECTION ENGINEEREO FILL FOUNDAIION BACX FILL BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE HIGH STRENGTH BOLTING WELDT{G SHOP WELD FIRE PROO FING ANCHOR/DOWEL NDE FIELD NDE SHOP Câ‚¬IUNG wlRE DSA/OSHPO PROJECT APPROVED DOCUMENTS PLANS Y sorL REPORT Y EIN fl NOAPPROVED SHOP DRAWNG Y sPECs Yfl N MATERIALS USEO BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EOUIPMENTA4ANPOWER USED AREA GRID UNES PIEoES lNsPEcrEo: Anived on site for Epory lnspection at Loading Duck Section (4) of c's at grid line 7 Observed the brushing and blowing of all the driued holes prepared for installation of rr4 dowels (overhead)& hooked dowels @12" O.C at top & bottom with embâ‚¬dded 5" into existing concrete(Footing). All holes were cleaned prior placing the Epory. Contractor used HIL-Tl HY 200 with EXP date May, 18, & Simpson Set-XP, EXP Mar 29. 19 srRucruRAl NorES' DETAIL oR RFls usED Approved Plans DzS-302, 83, C3/S-303, and RFI# 15 REMARKS. TNCLUDTNG MEEINGS All work was performed as per approved plans & RFl. REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETEI ITIa li II!I E ITI fi I I cc Verified by: ]IITG I Corporate 2992 E La Palma Ave 9e. A &lal|ern, CA 92E06 Td: 714 632 2399 F.x 711.632.n?1 Dspeldr: 800.49, 2990 S.n Oiogdlm p.rLl County 6295 Fe.ris Squae Sle C San Dâ‚¬Oo, CA 92121 Td:858 537.3999 Fax 858 537 3990 Ospddr 888 641 5060 lnlrrd E lpirr 14467 rrkrdaan P1(wy . Edg 2A R'vâ‚¬rsile, CA C2518 Tâ‚¬l: 951 653.4980 Fax 951 653 4665 Dispatdr 80O ,191.2990 lndlo u14917 Goaf Centr Pkwy.. S1e 1 lndlo, CA C2:El Td:760.942 Sn Fax:760 U2.4525 Dispdtcir: 8t0 491 2900 MTGL PROJECT* 03A19 Pemit * 10'191322-'17509 DAILY INSPECTION REPORT DSA./CITY File , tUA DSA/OSHPO APd # tUA DS',/LEA * t{,/AReon f 2 Pagc 1 of 1 S?-cs rlpqts shd bâ‚¬ Fqad la o*h Vpe ol 3p6lai n6pd6 m a ddy bais Each .Ep{i shdl bâ‚¬ co.nd.r6d d slgnd by tho spEd inspoclo. cdxlcling oro THE WORK WAS WAS NOT o DID TME lnspâ‚¬ded in accordance with the rcquirements of ttE DSA,/OSPHD P.()ied 6pp.o!ed doqrnenis. TIE requiremer{s of the DSA,/OSPHO Projed approved doqnents Samples taken: N/A MATERIAL SAMPLING WAS E WAS NOT E N/AA Perfomed in acco.dance wnh OSA,/OSPHD Projed app.o,red doqments WeattEr Sunny and Clear Temp:92p Projed Architecl Stnidural ErEineer DSA Regiorlal Otfice Scflool Dist.id Sbnature of Special lnspeclor RAAFAT HALIM l,nnt Name Certification #: ICC # 8288668 PRoJECT NAME:Aldi Mor Store # 34 oate: Et4t17 ARCH'rECr APD Architecture rlME ARRMED 12:30 pm T|ME DEPARTED 3 pm ENGINEER B & B Associates TRAVEL TIME LUNCH TIME CONTRACTOR ED GRUSH suB coNrRAcroR x press lNSPEcrloN ADDRESS 2B3o s Bristor sr, santa Ana, cA ADDRESS oF PRoJEcr 2830 s Bristol sr, santa Ana, cA ENGINEERED FILL FOUNDATION BACK FILL BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE CTIONTYPE OF iIASONRY HIGH STRENGTH BOLTING WELDING SHOPWEID FIREPROOFIT.IG ANCHOR/DOWEL NDâ‚¬ FIELD NDE SFOP CEIUTIG wlRE DSA/OSHPD PROJECT APPROVED DOCUMENTS PLANS Y sorL REPoRT Y flN fl SPECS YENE APPRoVED SI-OP DRAWNG YIJ N [-| MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EOUIPMENT/MANPOWER USED AREA GRTD LTNES PIECES lNsPEcrED Anived on site for Rebar-check lnspection at Loading Duck Section for total of (4) of C's at grid line 7 (Footings). ObseNed the Reinforcing Steel for conect size, type, grade, lap, spacing, clearance, srRUcruRAL NoTES DETAIL oR RFrs usED: Approved Plans D2lS-302, 83, C3/S-303, and RFI# 15 REMARKS. TNCLUDNG MEETTNGS All work was performed as per approved plans & RFl. Note: Slab Dowels will be installed later by the foreman REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE !IIa E ..t Corliaclor BuildirE DepairYEri Orrler Vefltu by: and location. E E trLI cc ]TITG I Co,porata 2992 E La Palma Ave. Se. A Anaham, CA 92806 Td: 714 632.2999 Fex 711tlt.2.2371 Dispâ‚¬tdr 800 49'1 2990 Srn Oiogorlmporlal County 6295 Fems Squa6 Ste. C San Diego, CA 92121 Td: 858 537 3909 Far 858 537 3990 D'spdch 888 8aa 5S0 lnhnd Empi o 1,1467 ire.idian Pkwy , Edg 24 Rivaside, CA 92518 Td: 951 653 ,1909 Fax 951.653 4666 DispAd!: 8O0 491 2990 lndlo 44817 Gdf Câ‚¬ntâ‚¬. Pk y, Se.l lidio, CA 9201fd 7&.312 Sn Far:760.3424525 Dispetch 8m.491 2990 MTGL PROJECT# 5403A19 DAlLY INSPECTION D$Jclry Fire * -!4-- o&A/OSHPD Apd I N/APermit- 17s09 REPORT Report # -1- Pase L .* -L DS^/LEA # N/A Spâ‚¬aal h6pâ‚¬clid1 R?dls rud bâ‚¬ distribtlâ‚¬d lo he pat6 l|sld bdow withh 14 dsys oa he nsp.diql Râ‚¬p..ls d nm-csryaant cqxrtfis tuil bo dslribol.d immodldoly s4a-ste râ‚¬pcts stuI be prâ‚¬paed 16 eEn rypc ol spâ‚¬.isl iolpelio.r m a dat bais. Een râ‚¬pd lndl bo co.ndded rd $gned by tre spod lnsp61d cmdudng the THE WORK WAS lnspeded in accordarrcâ‚¬ wlh the requirements of the DSAOSPHD Projecl sppro\red docwnerts. TtE requiremer{s of the DSI',/OSPHD Prored approved doq.meris.Samplestaken: N/A MATERIAL SAMPLING WAS E WASNOTE N/AO Perfomed in acco.dance with DStuOSPHD Projed appro\,ed doqments. WeatlEr: Clear & Cool Temp: 81.,f tu, Proied Architect Strudural ErEineer OSA Regioml Office Sdlool Oistri, Contrador BuildirE Departrnent O,nEf Signature of Special lEpector Edwin Jirnâ‚¬noz Certificatron I PRoJEcr NAME: ALD| tnc.-Santa Ana , Stors No.34 Ort, W3'2O1Z ARcHlTEcr APD Architâ‚¬c{ure tnc.TIME ARRIVED 7.OO T|ME OEPARTEO 11. OO ENGINEER B&BAssociates TRAVEL T|ME 35 Minutes LUNCH TIME N/A coNTRACToR FAcrLlry BUTLDERS & EHECToBS SU8 CONTRACTOR INSPECTION ADDRESS 2840 South Bristol St Santa Ana CA ADDRESS OF PROJECT 2a4o South Bristol St Sanla Ana CA TYPE OF INSPECTION ENGINEEREO FILL FOUNDATION BACK FILL PLANT PT CONCRETE SHOTCRETE CONCRETE MASONRY HIGH STRENGTH BOLTING WELDING SHOP WELO FIREPROOFIT{G ANCHOR/DOWEL NDE FIELD NDE SHOP CEILING w]RE DSA/OSHPD PROJECT APPROVED DOCUMENTS PLANS Y sorL REPORT Y flNo rEAPPROVED SHOP DRAwlNG Y SPECS YON MATERIALS USEO 8Y CONTRACTOR (lNCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) 35 yards of 3OgO psiconcrete typ6 ll & V CONTRACTORS EOUIPMENT/MANPOWER USED Slump cone, rnâ‚¬asuring tapâ‚¬ , tamfing rcd, wheâ‚¬l barro,r ard Cytindors. AREA. GRIO UNES. PIECES INSPECTED: Arivod on silo as Equâ‚¬slod by clrâ‚¬nl lo cor|dLd cor lnuous ob3on slbn and insDetbo ol rtaasorâ‚¬d ol 33 rdrds o, f(x) qsi concroto loa (2) colwnn ,ootnos lor lhe fleezâ‚¬r slab and lor lhâ‚¬ mâ‚¬al coolâ‚¬r . Work prlorrnâ‚¬d took placâ‚¬ on lhâ‚¬ slab Ftan in linas 5 io 5.5 belwBâ‚¬n lirEs D lo C ,lina3 A.5 lo 8.5 bâ‚¬lween lirEs 6 to 7 in lines E.4 / 8.8 & 6 4 /D.zl. Co.E ele supdlâ‚¬r: Fob6ison's i corE elâ‚¬ sardss, slurnp and lonpâ‚¬rarure tâ‚¬sl were pâ‚¬rlomâ‚¬d try my sei Ec,win Jirnâ‚¬nâ‚¬z. Produd Cod6: 43051 CorErale was consolidatsd by rnâ‚¬ans ol inlâ‚¬rnal vibatim. Slumpâ‚¬d and râ‚¬npâ‚¬{arure are with in rolorancs STRUCTURAL NOTES. DETAIL OR RFIS USED: Approvod and signed slructural plans sheet 51 REMARKS, INCLUOING MEETINGS tgmporafurâ‚¬ during dacornont was 78"F and amtient temperaturo was 80oF REWORK AS PERCENT OF ALL WORK TOOAY PERCENT PROJECT COMPLETE E IIII E II! xr cc Verified by: Hnfi Name cA'.$oAlZ E ]TIIG 1 Coapoita 2992 E La Falma Avo. $e. A Aiahdm, CA 92806 Td:714.632.2999 Fex.714.632.2371 Dispdd! 800.491 2990 San OLgdh perill Coonty 6295 Ferns Squde Ste C San Dâ‚¬Co, CA 92121 Tel: 858 537 39Sg Far 858.537.3990 Dispatdr 888 8.14 5060 Inhrd Empirr 14457 t endian Pkwy.. Adg 2A Rive.siJe. CA 92518 Tdr 951 653 4909 Fax 951 653 4666 O'spatdr: 80O 491 2990 lndio 44917 Gdf Câ‚¬nte. Pkwy., 9â‚¬ I lndb. CA 9220'l fd:7@ U2.$Tl FaxT(ff.3/21525 Dispstdr 8m.491 2990 MTGL PROJECT# 5403A19 DAILYINSPECTION DSA/crryFrre#-!4- REPORT DsA/osHPo Apd # N/A osA/LEA * N/A Perm,t # 175099 Râ‚¬pod # | Page 1 of 1 Sped hspâ‚¬ctm Râ‚¬pdls nusl bâ‚¬ dirnriurlâ‚¬d lothâ‚¬ paliâ‚¬6llstd bdo*sorn 1a days d hâ‚¬ nspâ‚¬.ti, Râ‚¬p{.t! â‚¬l nm<ofiplr{ crrxttdls firrsi bâ‚¬ d6tradcd immdrddy Sâ‚¬Pralo rcpâ‚¬.is 6hdi bâ‚¬ p.ered ld s*n rypc or spcjal inspEris! m a dairy Detsl6. Eaci ftpdi shdt be cornddâ‚¬d 'ld ggn6d t y he spa, inspElo. csducling tha THE N THE WORK INSPECTEO NOT M T lnspected in accodance with the requiEmer{s of ttE DSA,/OSPHD Prcrjed appro\,ed doctments. The requirements of the Samples taken: Proiecl appmved doqnents. MATERTAL sAMpLTNG wns E us tror E ve U Performed in accordance wilh DStuOSPHD Projed approEd doc{rneols. WeattEr Clear & Coo_l Temp: g1"f il, Prqed Archited Stnlclural ErEineer DSA Regional Offce Sdlool Oistrn SignatuE oI Special lrEpedor EdYin Jirnenez Certificalon l: ALDI lnc.-Santa Ana . Stors No.34PROJECT NAME Date: argDolT ARcHlrEcr APo Architecture tnc T|ME ARRMED 11.00 T|ME DEPARTEO 1.OO pm ENGINEER B&BAssociatss TRAVEL T|ME 35 Minutes LUNCH TIME N/A coNTRAcroR FAcrLrry BUTLDEHS & EHECToRS SUB CONTRACTOR INSPECTION ADDRESS 2840 South Eristol St Santa Ana CA ADDRESS OF PROJECI 2840 South Bristol St Santa Ana CA ENGINEERED FILL FOUNDATION BACK FILL EATCH PLANT PT CONCRETE SHOTCRETE CONCRâ‚¬TE oFt N MASONRY HIGH STRENGTH BOLTING WELONG SHOP YVELD FI ANCHOR/DOWEL NDE FIELO NDâ‚¬ SHOP CEILING WRE !P9n' arrchors DSAJOSHPD PROJECT APPROVED DOCUMENTS IOVED sorl REPORT Y END sPEcs Y0Ntl APPRoVED sHoP DRAW NG Y EI N MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIA]. TEST REPORTS) (12 ) 5/A " o epoxy bolts & Hilty Hy.70 CONTRACTORS EOUIPMENTiIIANPOWER USED Hilty HIT-HY 70 l9{815L1 Epory Exp 0V1/18 , epory gun , Oaspensing gun, air comprossor, wirâ‚¬ brush ard rnoasurirE tapâ‚¬ AREA, GRIO UNES, PIECES INSPECTED: arP.d 6 3i. a 6q!61â‚¬d b' cas.n ro co.xrJcI co.rtltD! o&..v.rur &d Bp-rd ol fEirbrq| ol (12 ) 5a t orory tlons r 2'F d d ith 6" rrb.dndr b {E) nr.gry w.r 6 3tebd on 4provâ‚¬d grd â‚¬lgnâ‚¬d stuciJral pLn5 &t!, A-3 -Sno! wo podo.m.d tri( de 6 nE SLb dd rldB lino A rt trB6 5 ro 5 5 did .io.E h6 7 .t hn OloC STRUCTURAL NOTES, DETAIL OR RFIS USED Approvod an signed Structural plans detailA3'S-301 and E@xy notgs orr dotail 82 -S3O1 REMARXS INCLUDING MEETINGS Nolg: Condfion o{ wo* was wire brust}od and air blasted pâ‚¬r manulacturer instnicrtbn REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE E l! I!at a Ir ! ca Cor*rador BuildirE Depatunent OrrEr Verified by: I.nnI Name alL? E a Wetcome, Ron Norrissetla! t $ eroiect Home Tools Concept & Feasibility Design & Approval Bidding I Plans A RRs j! Change Directives rI. Reports l: Specifications A Submittals a' Observation Logs A ALDI Vendor Information Arch iving Operation & Maintenance Change Projects Log Out https://www.apdproiects.com/index.php?pagelD=1 I 24View&rflD: I I 02 I 3 7/26t2017 ' . Sharenology Projects :: Project Management and File Sharing Software Page I of2 nology ALDI MOR - Store #34 - 2830 South Btistol Street - Santa Ana, CA expires on:05/26/2017 Bidding period Const - Request for Information (RFI) # 15 - SIot Cut Footing Size ( vie\/ request list ) ( pflntable version ) ALDI Requested On : Prorect 07/2512017 10:31 am EDT 15-0159A :: ALDI tlOR - Store t3,l - 2830 South Brlstol Streâ‚¬t - Santa Ana, CA 2830 South Bristol Street Sant Ana, Callfomla Add.â‚¬ss Clty, State Job Superintendent Job Slte Phone Currcndy Sâ‚¬nt To: Orlglnal Attachments (562) 209-1361 CLOSED - Râ‚¬sponse rssued Eelotr Attachment *1 - ALDI Possible RFI loading dock _2,pdf InformaUon RGque3tad: Same as RFI a1l We would llke to thicken (lncrease tlle stem wall on llne'7 rylth the slot orts (O2lS-302) by 5', we propo6e to usâ‚¬.ddttion reb.r of t4 at 12' on cent r in both dlrlc0ons. Please see attached sketch. Sketch was sent to you yesterday By Chase Campbell of Aldi and later by Uz of Ed Grush. I have t id once aoaln to attach lt to this RFl. t et's see what happens. Response: Raaooni. Attachrn.ntj Att chment #1 - ALDI Possible RFI loadang dock _2.pdf Thls ls acceptable The rcsponse above is hom Chds Guena on 07/25/2017 at 5:04 pm EDT, An ammended tesponse is displayed below. Please add epoxy dowels to wall and footlng for top portion of wall as pâ‚¬r attached Responded By: Chrls Guerra R6ponded on: O7l25l2or7 5123 pm EoT \ Construction ()\ )i I(r . \' -. qo II t) ,. J . ')l-tl ,- .) \j \) ,I :- ) ;' ! ,) i j, .) ., ) '! \J\ \a (- (\ -) .\ \l ) a-. )q +rf )1 $J "l ), ^. rt ln .1 .] - $ . . ,i ) \Joft {f, a ,) '$ r\ ,'cd = / cl ). 1 $ .( ),) Ir$. .c+ ).lt-au) D .Y .+ _ .l at ssa_ q\ - . J 'J \ l \- )\) l !\e!.qe ., ) Jh. . \\ . '( l )\)qI \)'l\ ,. ) r! D F I t /l 4 ( A Hl. 6c lc . , r E 0) I' I E 19 3 E lo o o lE er ls o * lo _ o ; MfGr Corporste 2992 E La Palma Ave., Suite A Anaheim, CA 92806 Teli 714.632.2999 F ar 714 .632.?971 Oispatch: 800.491.2990 San Oiegorl mporill County: 6295 Fems Square, Sude C San Deqo, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 lnland Empirq: 14.167 tJendian Pkwy., Bldg 2A Riversrde. CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispadr: 800.491.2990 MTGL PROJECT#| 5403AI9 DAILY INSPECTION REPORT DSA,/CITY File # Permil * Report * 10191322-17509 Page 1 o, I DSL/OSHPD Appl. * OSA/LEA ' s.p5/r16 ropo.rs $ail b. prlpdld ld.dt rrp6 o, $ed rnrpeo. d a drry brs! E.dr,6Fo.1.trdr bo co.rddod fid $9n64 b, ho sr.oal rn t cto. drdr(!.g lllâ‚¬ NOT DID TME lnspecled in accordance with the requirements of the Projed approved documents. The requiremenls of the Project approved documents Samples taken 1 Set of (4) 4 X I Test cyl ,- Sunny Tem p 86 MATERTAL sAMeLTNG waâ‚¬ wns Nor E nlnE Performance in accordance with Projecl appoved doorments -*Yr,*, Khlok Cerlification *l PROJECT NAME ALOI Store #34 Dale 8-10-17 ARCHITECT APD Architecture, lnc TiME ARRTVED 12:3opm T|ME DEPARTED 3pm ENGINEER B & B Associates IRAVEL TIME LUNCH TIME CONTRACTOR ED Grush Gâ‚¬neral Contractor, lnc SUB CONTRACTOR Xpress Concrete, lnc. INSPECTION ADDRESS 28i)0 S. Bristol St., Santa Ana. CA 92704 ADDRESS OF PROJECT 2830 S. Eristol St., Santa Ana, CA 92704 PE OF INSPE ON EATCH PLANT MASONRY E ENGINEERED FILL I rouruoarroru n PT coNcRErE f] HrcH srnerucrn aorrmc flwerorrucfl srorcnere BACK FILL CONCRETE SHOP WELDING trtr FIRE PROOFING ANCHOR/DOWEL ! ruoe rrero l-l r,roe sxop E CETLTNG WIRE Epoxy Pertormed OC, Observed thâ‚¬ placement and consolidation ol approx. 10 cubic yards ol concrete into stem wall Location:Along line 7 btw A.5/C.5 foundation levâ‚¬|. Concrete supplied by Robortson, Mix Design 49894, 5000psi , 6 1/4" slump test results. Concrete was placed via gravel pump & mechanical vibrator was used lor compaction. Casted 1 set of (4) 4 X I tesl Cyl. Status: Work is completed. 2. Observod Epoxy installataon ol #4 dowel into (E) CMU wall & (E) concrete slab W / Min of 2 3/8" â‚¬mbedment @ 15" OC per detail 82, 83 / S3O1 locatad @ line F btw 5.8/6.1. All holss were properly cleanod and Simpson Sot-XP Epoxy was used. Status: Completâ‚¬d.a REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE Venfied by: Chhivr rcc 82962 \ t a / I I.l rl& I t 'l Ia It:t B.-a' TIIIG I Corporate 2992 E La PEIrE A!lo. Ste. A Anaheim, CA 92406 T6l: 71,1.632.29S Far 7118322371 oisparch: E00.,191.2sso San Oi.gorl rp.rial courny 6295 Fenis Squarâ‚¬ Sto. C San Di.go. CA 92121 Tel 858.537.3999 Fax:858.537.3S0 Oispstch: 888.844.5060 loland Emdr. 1 ,1467 Meriri.n Pkwy. , Bldg 2A Riv.6ke, CA 92518 Tol: 951 .663.4999 Far: 951.653.4566 Dispatch: 800.491.2990 lndb 44917 Gof Cenbr Pl(wy. . St6.1 lndio. CA 92201 r*7@.u2.16n Fex:76O 342 i1525 txp.dr: 8OO./â‚¬'l 2990 MrcLpRoJEcn:5rro3Alq DAILY INSPECTION osArcrYFibr- pa.'il l2ll, 1ZZ - I+ Sgq REPORT DsA,,osHPo Appr. t Repod, L- F.eclorl DSA./LEA, -Seporab rcpoft dd,be p.ep6l!d k, Bct! t)re d spedal irEpad,on on a (hdy b6sis Ea.h Epo.l shal b co.IlPteEd and s]]nâ‚¬d by the spedtl nspedo. ddudog lhe THE WORK WAS WAS NOT THE WORK TED MET OiD NOT MEET documentslnspacted in accordance with the requiremonls ofthe DSA,,/OSPHO/ PROJECT approved doqJments. The rgquirements of the PROJ Samples taken: Wealher:Temp c MATERIAL SAMPLING WASE WASNOTO NiAR Performed in accordance 'rith DStuOSPHD/PROJECT appioved Signature s lnspedor Projec{ Archilect Strudural Engineer DSA Regional Oficâ‚¬ School DBtrid Conlractor Bulldhg OeFatuner Ouner q Pnnl Name oate 08lt5 l/of[tf,1 ${or 5{irep= V +PROJECT NAME TIME DEPARTED 3.Bo PHTIME ARRIVED:l,eoPflARCHITECTAPD LUNCH TIMETRAVEL TIMEE NGINEE R ssocrilesF.,?B A CONTRACTOR E b C-Q-US l.l SUB CONTRACTOR ADDRESS OF P RoJEcr: lE30 5. gr t Sfol !T,INSPECTION AODRESS E cErLrxc wREo_tr_tr_ E] MASONRY E HlGH STRENGTH BOLTING O wELDTNG E SHoPWELD tr EI E NDE FIELD E NDE SHOP FIREPROOFING ANCHOR/DOA,'EL TYPE OF INSPECTION E ENGINEERED FILL E FoUNDATIoN B BACK FILL trtr E SHoTcRETE RcoNcRETE BATCH PLANT PI C-oNCRETE SPECS: YEI N B APPRoVED sHoP DRAwnG Y E N EAVAILABLE APPROVED PLANSYDNE SoiaREPoRTYtrNEIOSAJOSHPD PROJECT APPROVED DOCUMENTS R MATERiAL TEST R EAEUIPT/lENT USEO BY CONTRACTOR: t/\,ORK AREA TS): Nonr6lV\reight Conqete. Hiâ‚¬rado Mix .J ff{ mqnu loqlote l ns\roi\i"n la ilasTql/qTrlr\ rtzc cq\io,ld \Ji+I c F5 e d Ver-fictl nTq\hstrve tor tnfdl6\iao ilg anl lZ llaE POX olloutn3 ns..IoConcrele FooTr rntttIorc\s fo r his an $r,na rins B8? coTnls.) c ent cnJ be1fo qll l/o/es q'itKI depTf,' orrd observcd Clecni,l Hrtet diq,:'cryeob E FOXI,ss.J A lr Pt,or Ta H ,lJA n f, Comfre4 u"re atbtrsh oo-R uros 0sttl E fPi,o-Te 12 l'/olAEPor,) HtLTI il IT'-HY L Co rff r a cTor lo llo* -31 8+wclt a5 E sR Fer AFPro"'q/ P/ons q''dct9obo{e wor'!( wqs co-Pleted de. a5 Ail Co PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALL WoRK TODAY: 0% documents Certlficatio Verifiâ‚¬d by n*: f Cc - $aS t+'+q MIG I Corporde 2992 E La hlr. Avo. Sle. A Anahâ‚¬nn. CA 92606 Tol: 7'14.dt2.299() F 6x: 71 1.632.297 I Dbpatci: 8m.491.2S0 San Oi.gonnpanal Cour*y 6295 Ferris Square Slo C San Diego, CA 92121 Tsll 858.537.3990 Fax: 858.537.3990 Dispâ‚¬lci: 888.8,{,t.5060 lnlrnd Empi.c 1 ,1467 Mâ‚¬ruirn Ptvry. , Bldg 2A Riversirâ‚¬. CA 92518 T6l: 95,l .653.4999 Fsx: 51 .653.,186â‚¬ Dbp.tch: 410.491.29$ lndb rlzl9l 7 Gof Câ‚¬rb r Plv.y. , Sre. I lrdio, CA 92201 f.l:7fi312/6n Fax:7d) 3{2 ,1525 Ctspoichr 800.491.2990 MrcL PRoJEcr*: 5403A19 pemiu 10191322-17509 Ropon, I Pago 1 o, 1 DAILY INSPECTION REPORT OSA,/C|TY FiL t _ DSATOSHPO Arpl. t. DSA/LEAt _ SeparaE reporls shall be prEparcd lq each type of speoal r6pedDo on a dait bas6 Eadr repod shall be cdnpleten and *lnâ‚¬d by ttle spacralrrEpâ‚¬dor condldtrE the THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEET lnspected in accordance with thr reqllremenB ofthe DSAuiOSPHD/ PROJECT approvâ‚¬d documâ‚¬nts. Thâ‚¬ requiEments ofthe PROJECT documeotE Srmples laken: Weathet: MATERIAL SAMPLING WASE WASNOTE N/A E] Performed in accordance with DSI/OSPHD/PROJECT approved docurllenE. Clear temp: 73 f Srgnahrre hspedor Project Archited Strudural Engineer DSA Regional Of6ce Sciool Dâ‚¬ind Maged Saad PROJEoT NAME:Aldi Mor Store # 34 Date: 08/t5/2017 aRCllrEcT. APD A rchitecture rrr"re nnnrveo. 'l:00 PM TIME DEPARTED, 3;30 PM ENGINEER: B&B Associates TRAVEL TIME:LUNCH TIME: - CONTRACTOR ED GRUSH SUS CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT: 2830 S Bristol St, Santa Ana, TYPE OF INSPECTIOT{ E ENGINEERED FILL E FoUNDATIoN O BACK F|LL trtro E coNCRETE BATCH PLANT PT CONCRETE SHOTCRETE otr E vvELDTNG E sHoP wELD MASONRY HlGH STRENGTH BOLTING trtrtr FIREPROOFING ANCHOR/DOIA/EL NDE FIELD NOE SHOP CEILING WREtrtrtrtr DSAOSHPD PROJECT APPROVEO OOCUMENTS AVAILABLE APPROVED PLANSYEINE] SOILREPORTYENE SPEcs:YENE APPROVED SHOP ORAWNG Y E] N E] MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS)Normal Weight Concrete, Hi4r.de Mix EQEUIPMENT USED BY CONTRACTOR WORK AREA: Fi.st FIooT lnspected the placement of 10 Cubic yard concrete 3,000 PSI ready mix S 43051 in the following locations: Grade beams flpe WF1 on grid lines ff and between lines B&C. All areas of concrete placement were tlean of all deleterious materials, reinforcing is clean of mud, oil or other nonmetallic coating. Concrete was mechanically vibrated, Reinforcing Steel was secured against displacement. One set of 3 test samples were taken. All concrete placement inspected and detailed above has been completed as per approved plans and code. REWORK AS PERCENT OF ALL WORK TODAY, O%PERCENT PROJECT COMPLETE cc Contraclor Building Depâ‚¬rtmer{ certificstionll: ICC Prinl Name 'ON I.S]]]EAIVJ/SSVd* Norlcvdt 0c % clutnolu+ NOll-CVdhlO3 % + (lod) lltsNlc AHC* (%) iurustorr htflhilldo+ (rcd)A-|sNlo nnntxvr ( oN sfl) rd^l ros 'IM AUC o/o-]Nf]NOo lUnlst0r!o a)--{C7mooz --1mz--{ (E) uo-llos ro'r.A (E) rM luvl- (E) lunrsrol J Jo'uv\ 6) ros luc ? ruvl ro'.1,A (E) ros rrM a ruvr io'rM (JOd)llrsNro rrM zCof-m no Cc)m (cr )iNnoo lun-LSrol/1l (co)INnoo lirsNlc (sr ) lNnoc cuvoNV.r-s lunlstor (SC) lNNOC CUVCNVlS A.LISN]C (srHONr) Hrdrc renvg I(Jcd)AltsNlc r-lM a z Poozm --tma--t (Jcd) AlrsNro cNVS vcnrs (sqt) ltoH Nt oNVS Jo't^ (sqr) lt\.td ? lNoc Nr 0NVS io'tM (sqt) olsn oNVS lo'lM t (SqI) C]NUnl]U CNVS IO .IM (sqr) ruorlg cNVs Jo rM (sqr) los Jo 'rM o(sqt) luvl, Jo 'rM (sqr) luvl cNV ltdy\vs los io'tM NOtlV3ol lSll,+ ,(u) Notlv^l'E lcvug HSTNU* (u) Aitl uo cl Moti8 Hl-dlo tslt+ liVC + oN lsl.l-* Imroomza =--{ma-{a .Imm--{ o a :NVISINHC]1 o :'oN 13lr-oudll vN tc3roudEE[7 ' AL I I I I I I I I -l I o Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax.714.632.2974 Disparch: 800.491.2990 San Diegolmperial Counly 6295 Ferris Square, Suite C San Diego, CA 92'12'1 Tel:858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DA!LY INSPECTION REPORT t lnland Emplre: 14467 Meridian Pkw., BldO.2-A Biverside. CA 925'18 Tel: 951.653.4999 Fax: 95'1.653.4666 Dispatch: 800.491.2990 lndio: 44917 Golf Center Pkwy. #1 lndio. CA 92201 let'. 760.342.4677 Fax. 760.342.4525 Dispatch: 800.491.2990www.mtglinc.com MTGL ProFcl t:q4o411 Report r- Pe \ or a- DSfuOSHPD APPL #: DSA / LEA *: lUlTGr t=4 a TT \r rvE0 TIME OEPARTEOAFCHITTCT NCN IIMET [!LEI]GINFIR L^-\rtr. z 5 I Eo '5E PT CONCRETE SHOTCRETE CONCRETE CFIIING W RF al r fOUNDATI ,7-ancx rtlON \lr-'q BATCH NTTYPE OF IIISPTCTIOTI - ENGINEERED TLtt ] MASOIIRY. HIGH STRETIGIH BOLTING WELDING SHOP WELD ] FIREPROOfING a ANCH0F/00WEr NDE FIELT NDE StlOP OSA/OSHPO/PROJECI APPROVTD DOCUMTIITS: AVAILABLE: APPROVED PLANS Y -ll SPECS: YL{ Nf APPR0VE0 SH0P DRAWING Y l Nrl sorr RrpoRt v4 tr I.^TIRNTS USTO BY COf,TRACTOR IIXCTI]DE RESTAFCH REPORI iIO OR MAIIRIAT TISI BEPOBTS, J AtlA.wr- . rr-s,.le . S--d- 9, !{q*/4wc-v-c vfJo t'A"o<-1.)2 -\,e\\ r+...- \ +<c0Nrf,act08s E0l] C \/l- P(-\t br Cr, - <-rfLIPIECfSe G i&-, <+dt(+Ot,. c {z+aOr/ C..C SINUC'IURAL I{OIIS DETAIL, OB 8IIS USTD (<-(-/.I +KS. l.-r Co<- Y<l <<â‚¬J-<4 c (- REWORK AS PERCENT OF ALL WOBK IODAY PERCENT PROJECT COMPLETE TflE WoBr WASi WAS Nor -l lnspected in accordance with the requirements ol the DSA/oSHPo/PR0iECI approved documents. IHE WOBX IIISPECIED METI DIDIIOTMEET. The requirements of the 0SAr'oSHPD/P80JECI approv0d documents. Samples Tempi ure( t Print Name eF: iltTEBltL SAliiPtltlc WAS.- wAS NoT N/A! Pedormed in accordance with DSAr'oSHPD/PR0JECT approved documents Contractor Euildin0 Department owner Signature ol Special lnspâ‚¬clor cc Proiect Architect StrucluraiEnOineer DSA Regional otlice SchoolDistrict +o Certification #: Verilied byi CSoa2> Permit, oSA/CITY File ,: _ -l Wsather:< t j,),2.L-<---<J) TTIIG t Corpoa:i. 2ge2 E L. P.lrm Av.. Ste A Ansheim, CA 92806 T6l: 714-6412.298e Fe\: 711 .632.87 4 Oispâ‚¬td: 8m.49'1.2990 S.n Dicgolmpcri.l County 6295 Fâ‚¬ms Squ.ro Slo. C San tjiogo, CA 92121 Td:454.537.3999 Fax:&58.537.3SO Dbpatdr: 888.844.5060 lnlend Empiro 14447 Msridhn PtwY.. Edg 2A RiveBid.. CA 9251E T.l. 951 .6S3.,â‚¬9e Fsx: 961.653.,â‚¬56 oispatch: 0m.491.2s0 lr|db ,{4917 GofClnEr Pkwy., Ste.1 lndio, CA 92201 1e| 7@.3.,2.16n F.x:7@.342.455 DisFadr. 0q).491,21990 MrGrpRoJEcn:6.103Alq DAILY INSPECTION DsAErrYFirer- p.,.'.il, nn t4LL-115o1 REPORT DsAlosHpDAppr.r. neportrlpagolof i DSA'LEA' - speoal rrBpet r epdb mulr bedEriboEd k, ttE p.rtE k&d b.a6r wittm 14 d.'F o(ltle lnâ‚¬pâ‚¬cton R6!o.â‚¬.' no.!.odElatt cgdlloo. mud bâ‚¬ dirtiund imElâ‚¬dlaLlv sbarae ripods elslib. prepâ‚¬red to. â‚¬.cr! lype d dâ‚¬oai nspedron on a dsdy b6i! e-d, rcport st alt te -npueo a.d srt !.d b, thâ‚¬ spâ‚¬o.r iru@o. conductr'o the THE.WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT M do(rlmentslnspected in acao with the requirements of the OSAJOSPHD/The requirements of the PRoJE Sampbs taken:PROJECT approved documeots Weather:Temp: a+=-sMATERIAL SAMPLING WAS D WAS NOT N N/A Perlormed in accordqnce with OStuOSPHD/PROJECT Signature of pecial ea "So,"o docurnents cc Project Arciitect Sfudural Engineer OSA Regional Oftce Sdrool Dislnct Contraclor Building Dcpgrtnent Owner t q Cerlification # Printtc(-6+5 Name.i+q Verifed Oate d8l16lZot:moiE.-4"-. fldt lAor 5aore #')+ TIME OEPARTED OoIME ARRlvEo: ?.* qmisARCHITECT:Ar LUNCH TIMETRAVEL TIMEENGINEERPE Ass.,ci .fics SUB CONIRACTOR.CONTRACTOR ED 6 LusH ADDRESS OF PRoJECT: 1,! 3()5. gn;.ro\ sr,INSPECTION ADORESS CEILING WREUtrtrtr trtr E NDE FIELD E NDE SHOP FIREPR@FING ANCHOR/DOWEL E BATCH PLANT E] PT CoNCRETE E sHorcRETE D coNcRETE SHOP WELO LDING MASONRY HIGH STRENGTH BOLTING OF INSPECTION E ENGINEERED FILL E FouNoATroN E BACK FILL EINEI DSHoP DRAW GYENEIAPPROVE YAVAILABLE APPROVEO PLANSYDNO SOILREPoRTYENElDSA/joSHPO PROJECT APPROVED DOCUMENTS MATEEnLS usED By coNTRAcroR 0NCLUDE REgEARcH REPoRT No. oR EQEUIPi'ENT USEO BY @NTRACTOR: v\ORK AREA Concrcte, Hiâ‚¬rade MitNorrmlMATERIAL TEST REPORTS) o n ahrfi u- s- r+e} Url[i",*ii{trrl|ttl'd-Cor s,7e, ltn9lf,,lo6"q(1on onJ f r'e <'l tltl)ble Af t tr,,.lJiy1q trcs ptr/ormcl cs p'i A'pprortd Phns qnd cete i"rlilinr) ileldtrs' RqNae, sEPqz I i (,# Po3osoo/ErP,r( t:-lLo) En r r gue Lt raSoLQ ltc.'F, P 0 ltlo 6 S 6 r pire 5 I ^olB" ptrforr".tdf r[ t",tl All u,rorK dt1 qiltd <\orr. .5 >.\ilt in froJr(:s qs Pe' Plcns Qnd <ode. PERCENT PROJECT COMPLETE:YKWORDA 00/.T oRCEPEOFNTALLEWORRASK U l.it^a clj.CornPlel"rl G ,1 yredi on c(r(U rT A,F :dq15\?- crhe1I).\{l)- PTr ttToddV;DZ tlPi drff,h-' e I0et !1(I 5 Jdli/Iv {5 n 7[r \IP e$"l i\5t(,n Ic,'l 5eflLt5d5 ctt.ol 3\ll dti q ,l ,)p +a A eJ \5 qqII(,ct et.\3iu)h3Ilr[Ll JLtFt6 ehI qI(r Fo5n11053(8bv)n H I (Ice a q5i(B\.il \,lujttnnI\I It1ftb\t I g,(n1 d, Jt MTG 1 Corporata 2992 E L. PalrrE A!/e. Ste. A Anrheim, CA 92805 T.l: 7.l4.632.2999 F Ex'. 71 1.@2.297 4 Dbp6lctr: 800.491.2990 Serr Oicgonnperi.l Corrnty 6295 F.nB Squr.o So. C S.n Oi.go, CA 82121 Tol: 85E.537.3999 FEx: 65E.537.3990 Dbp.tch: 888-844.506d) lnl.nd EmdrC I ig57 Morirbn Pkvry.. Bldg 2A RiveBirr, CA 92518 Tel: 951.659.4999 Far: 951 .663.4665 Dispatch: 8m,ls1 2ggo lDdb ,1,19'1 7 Gof Codd Plevy., Sto.1 lndb. CA 92201 f.l:7@.3.,.46n F.x:7â‚¬o342.1525 tlsp.t h: 8OO.491 .299t) MrcLPRoJEc* |rylNq ffiidrgt_;tz- -t15oq DAILY lNsPEcrloN ffiI*; aeoort r 3 easetof I DSA./LEA a _ Sp6ci.l lnapâ‚¬citon Repoft mud be di6iitubd to tle partles li*6d bâ‚¬lo\,witxn 14 days ot the inEpsc-ton. Râ‚¬@rts of conditi{r6 mud be ddnhned immediaielySeparatereports slEll be p{epared for erEh type d specjat inspedon on a daily basi6. Eedt repod 6hall be complded and sbrEd by the special inspedor cordudirE the h, T}IE WORK lnspecled in WAS WAS NOT THE WORX INSPECTED MET DID NOT MEET with the requirements of the OSI'/OSpHD/The requirBments of the PROJ Ssmples taken: ments PROJECT 6pproved doorments. MATERTAL sAMpLrNo wAs g1 wAs Nor E N.rA d-Perlomod ln accordâ‚¬ncs wn r OSA,/OSPHD/pROJECT a#rov6d Weather. of lnspeotor Proiect Arciilect Strudural Engineer DSA Re(ional Ofice Scfiool [Hriot q Pfinl Name Oc itu tion fr. I CC - PROJECT NAME: A rd,Mo i" gTorr #3q Date:0 6 It6lzoiAARCHITECTTIME ARRIVED 3c-rIME o E NGIN EER ifle',b 7 B A'-soc TRAVEL TIME:LUNCH TIME CONIRACTOR E> &rQ,usrt SUB CONTRACTOR: INSPECTION AOORESS ADDRESS oF PRoJEct, ,g 30 â‚¬, .Rri S o CEILIiTG trtr tr Rotr Y N N N DSIr'OSH PROJECT PLANT Y NAPPROVED OOCUMENTS INSPECTION trtr AVAILABLE PLAITS Y FI NG APPROVEO SHOP ORAwlNG Y MASONRY SHOP WELD OVEO so ENGINEERED FILL FOU NOATIOT] EACK FILL PT CONCRETE SHOTCRETE CONCRETE ANCHOR/OOII/EL NDE FIELD NDE SHOP D H|GH STRENGTH BoLING E wELDtNG RESEARcH REpoRT No. oa uatenn@. HH3rade Mii EOEUIPMENT USEO BY COiITRACTOR: \AORK AREA MATERTALS usED Bt coNTRAcroR 0NCLUDE oF /A cabic J<rl Concr{\e 4rooo PsI I"llwinq loc(io'rsr;t;;";hi ";';i;. a b" s Pttccs 7 '"C piTqil sZ on s\c{IE $-gs2' o1.d e6de.- A a il ,J E I d q A oc\ p teLe,beTc,..,., ttht BZC" cieqvr oF ail del{"rt'ovs tnifdt,ol co rt cril plrt * neriT' &rerell Arecs Y<t n krrt is Clcqn .f rnud oil or atFer non -elotli6 Coql r Co ncrdt t1,las Dech<n tc<(vrb r,ite iTcâ‚¬l r/4s 5 urrd t3tCnpor.,19 *{ dfsplare -t{.F"r fl ec nCr fl pp"o"td6It p/ece^enT ias teen aomflel"d Q5 P<r P k,-,5 " Concrâ‚¬lc b,qll lL'tiatc( and T n.e.il.d yead l.,.i* lKo S,kcernenT# sslot tnlk REWO RK AS PEBCENT oF ALL WoRK TODAY: 0%PERCENT PROJECT COMPLETE cc Conuactor Bdldlng Oap.rtm.rn Olvner documenls Veri[ed +51+"1 o I CorporaL 2S2 E L! P.lrna AE. S1e. A An.h.im. CA 92806 T.l:714.632.298 Fa,t:714.â‚¬tsz.2s74 Oisp.tch: 600.,491.2S90 lnl.nd EmFi.c 1 ,1467 Moriliar Pkvry. , BUg 2A RiYorsilo , CA 9251 8 Tol: +51.653.4)S Far: 51.653.,1666 Oispotch: 8m.491.2S90 l.!db iizlgl 7 Golt Cenb r P|firy.. Sle. I l.ldio, CA 92201 f d..7@.u2!6n Flx:760.342.4525 Disp.tch: q)0.it91.2S S.n Oicgonnp.ri,el Cou. y 6295 Forris Square St6. C Ssn Cliâ‚¬go, CA 92121 T.l:858.537.39$ Fax: 856.537.3990 ObFtcrr: 8aa.0{4.5060 MrGL PRoJEcr*: 5 'r a3 A I I r"nt lont722--l+509 Report t:L Pagslor I DAILY INSPECTION REPORT osA/ctTY Fih t _ DSA,TOSHPO Appl. t DSAJLEA I Speoal lr6pedton ReoorE mul be d,shbdted b tre rBriEs lisEd bâ‚¬to$, Separate repoats $a{l be paEpared tu eadt type ol specat nspâ‚¬cton on sthh I 4 days or $E rriâ‚¬pecOon ReF.ts o, no. co.nphant 6d,tEB mu6t be dBlrDuted .m,iedEtely a daly bagla Eadr aeport sholl tp completsd ard srlned by lhe speclal rispâ‚¬do( cdnlIfuE thâ‚¬ MIG 1 oale: O 8Z+ TIME ARRIVED TIME DEPARTEO-{..oo P, I A I Mor STore t6 lotPROJECT NAM ARCHITECT:7...c ENGINEER BPE ,\ssoci t\.5 TRAVEL TIME LUNCH NME. CONTRACTOR Es 4Q-usrt StJB CONTRACTOR INSPECTION ADDRESS ADORESS OF PROJECT 30 .r. $rtirol J TYPE OF INSPECTION O ENGINEERED FILL E FoUNDATIoN D BAoK F|LL trtr D SHOTCRETE 6coxcnere SATCH PLANT PT CONCRETE trtro0 SHoPWELD MA,SONRY HIGI{ STRENGTH BOLTING WELDING D FIREPROOFING E ANcHoR/DowEL E NoE FIELD E NoE sHoP O Câ‚¬ILING WRE Dtrtr APPROVED DOCUMENTS osAJosHPo AVAILABLE APPROVED PLANSYEND SOIL REPORT Y fI N EI DRAWNGYENE SPECS:YElNEI APPROVED SHOP EOEUIPUENT USED BY CONTRACTOR VT,oR K AR EA MATERIALS USED AY CONTRACTOR (NCLUDE RESEARCH REPORT NO. OR MA TERIAL TEST REPORTS): tlornatVt{eigm Concr6t6, Hiâ‚¬ Cl ifrccl"r fotbr.l rtl monu$,q[\sce tntTr<;cTiovl lor rn5fqllq'Iion os Pcr ,4PPro'rtd f/ans ord CoJt" Ho ntlqtl d5T ;\cdf;(nJi,)lin (a'o-fi U tl^P.TE Io lu l:E ir- tl49 ,^11TLTr I (5r1,C'a,qIq nQE o qLroEeud IbhIooJ5rIlfl5ttPJ n relrrlo5Ca Q.3 I IGre.I ,).SS.oo)(7&\\FF o onI"JY\ec e (\o t c-n Ir t-T B(,I bdd n g+3 ofeI('v 5otteb.d t I t Hodbfi,l n5d o5dICeoICe)l YI.jgI0q 5 oa,mbqhctrtlt/^e5sCo I rf\,)e rh r (Ad EtclF ofrP )rJ o ,(IUL\ClIlt oHtr.r4 LrPedR.5r I 2 I2ilrdIr '+J q{, ur e ll Qs Al/ a Lote EsR -3r6a rr.r e n( a,rc5 tiom P/cter-l lla RE\A/CRK AS PERCENT OF ALL WOR K TODAY: oon PERCENT PROJECT COMPLETE THE WORK WAS WAS NOT lnspec{ed in accorda nce with the requirements of the DSFJOSpHD/ THE WORK INSPECTED MET DID NOT MEET PROJECT a pproYed documents MATERTAL sAMpLtNG wAs E wls tor E vl w6ather: Perfonned in ac.ordanca with OSA,IOSPHD/PROJECT approved docurEnt3. The requirements of the PR Sampla6 taken: T documents Q)eor Temp: -+ tr E- o Signature of S I lnspedor me Cenincalion f: Prcjecl Ar$itect Shudural Engineer DSA Reoional Offce Sdool Distrld Contradoa Euilding Depqrtment Owner cc Verified lct *rlqt+s Corpor.te 2992 E Le Prlna Ave. gto. A An.hâ‚¬im. CA 928Oo T6l: 714.â‚¬i12.2999 Fa\,711.63.2.2971 OEpercfi: Em.491 .2990 S.n U.gonrrp.ri.l County 6295 Ferris Squlre So. C San Obgo, CA S2r2l Tol:85a.$7.3990 Fer: 858.537.3990 Oispetch: 888.8,{4 5060 lnlard Empire 1,1467 Merirbn Plwy., Bdg 2A Riv.6idâ‚¬, CA 925,8 Tol: 95, .653.4999 Fax: 951.653.,1666 Oispatcfi : 80O.,agl -2990 lrdi,o 44917 Golt C6nbr Phry.. S't.. ,l lndb. CA 92?ol fcl:7@.Y2.8n F.i:760-3.|2.,1525 tIsFEn: 600.,19'l.2gSO MrGLPRoJEcrr: 5+O3 Alq ecma*te1p_!!Lz - l+ 5o1 nepod r t- caselor t DAILY INSPECTION REPORT DSA/CITY Fil6 , _ DSATOSHPO Arpl., DS',/LEA ' - Reports mul be dr*rbuEd D he parn6 l,slâ‚¬d bebl/ r/Ithn 1 4 daFolrhe lnspedon Repods or Erd,lD.lS must De o6mDu6{ ,nmedEietySeparate â‚¬po.ls sarsll be p.ep6nd tor ea<fi tyf o{ 6poq5l nsaâ‚¬dfir on a ctaily llaes Each relErt shatt bâ‚¬co,npleEd ard sgned by thâ‚¬ specBl nspâ‚¬doa â‚¬orEuctno tie TTIIG 1 t or orc ..oc AN ..1sbBSSeJ t E \Oate E NGINEE R ARCHITECT: CT NAME TIME ARRIVEO TRAVEL TIME TIME DEPARTED LUNCH TIME o CONTRACTOR US SU8 CONTRACTOR: ST CEILING WRE N tro sTo\RD oESS OJR cET:28 lD E Ir5 SPECS: Y N INSPECTION ADDRESS BATC T PT CONCREIE E sHorcRETE CONCRETE PLANS Y RY HiGH STRENGTH AOLTING E wELotNG SHOP WELD SOIL REPORT Y OF INSPECTION BACK FILL D PROJECT APPROVEO MENTS E NoE FTELD NDE SHOP N APPROVEO SHOP DRAWNG Y FIREPR@FING ANCHOR/DOWELE ENGINEERED FILL E FoUNDATToN EOEUIPi'ENT USEO BY CONTRACTOR TA,cR K AR EA RESâ‚¬ARCH RE TNO ORMA IAL TEST REPORTS): Nonnal y\telgtr Concrete, Hrâ‚¬r.de Mix MATERIALS USEO BY coNTRACTOR (t CLU All .qfoor< uroy( r'Liqs Compl"kJ os fer {pprorcl phnE onJ eoAe. REWORK AS P PERCENT PROJECT COMPLETEcENTALLOFKWORDATOY tr P51 /o^r,lu cilr){.'r Co5r "Te5 zo U.M_tlrJ S,S,n,\o llo" rf lo Cd\ i9 UaT(hJ 4kvto\t ce eYld dPe:lo (nrrae t foc fio o oojI ontPo \5ftJ.IAanIIIt,h trIde eFb \Ee raIz3oY (t5o sFI sro9aUfn0n()6 al hCo bl I d d eSh d fu-U oedPP I$C u {II nIH 7re <,oJt(o 4 It tdInItV7rtrrItt\o cTIIaJ (L ro EfI Y t SScoo9nsmn4oDdcU5pedr@rm5nahCo(fl"5 tc Ifo(l qP\h c"ledfla5tleeda3fr)n trbr o rqrrrod ,llfi x Irt q ltP1qdr c If)Ind an e rh.nQT1 ct (5h {d IPr Jlc(P blo3I aeS((J|zt6hac5hdclreq0n WAS NOT THE WORK INSPECTEO MET DID NOT MEETac@nc9 with the requirements of the DSAs/OSPHO/Thâ‚¬ requirements ofthe PROJECT documenb Sampbs taken:PROJECT a pproved doqiments weather C,lt O f romp: a2- f " THE WORK lnspected rn MATERTAL SAMPL|NG wAs E wns ruor E tra 6. Perlormed rn ac@rdance with DSATOSpHD/PROJECT aiprov ed documenls. Proiecl Ar.hitect SfucluralEngineer OSA Râ‚¬gional Ofrcâ‚¬ Schoot Distnd Contraclor EuildinO Oepartment OlYner 4 ignatu ot Special I a Certifcatio Veriied by Print Neme nf: I c(- 6+5+r{?9 ]IIIG 1 Corpor.lc 2992 E La PalrE Ava. Ste. A Anahoim, CA 92806 Tel:71{.632.2999 F.x:711.6i2.2â‚¬71 Oisp.tchi 8OO.491.2900 S.n Oicgolmp.riil County 6295 Forris Squaro Se. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537 3S),0 Disp.tch: 888.8,t4 5060 hl.nd Emdrc 1446-/ Merili.n Ptv/y.. BHC 2A Rivenn e, CA 92518 Tel: 951.653 (999 Fax: 95'l .853.,1566 Disparch: 6m.491.2SO lndio 44917 GofConter Phdy., Ste.1 lndio. CA 92201 Iel 7@.U2l6n Fari760 342.4525 DlsFHr: 8O0./P1 .2990 MrGL PRoJEcrr. 5qo3 Alq c"*at lolfltz-lzL' t+5oq nepo.rr I e"s"/or L DAILY INSPECTION REPORT DSA/CITY File , _ oSAIOSHP0 Arpl # DSA/LEA ' - SFod rnspec{on Reports mud bâ‚¬ d6tnhrEd to Sâ‚¬FraG rclorts saEtl be paepared kr Eoh tyDe the par!â‚¬s lisEd belox eilhn 14 d.,s ot rre inspccton Repo.E oa m.LcffDtiarn 6rd[Dr}6 must De dEEDued nnordlaieryd soâ‚¬oal jfis9efuai on a &ily basls Eadt repoal sltal b ao.npLiâ‚¬d alld eoned by ttlâ‚¬ sDâ‚¬cbl irEpeato.6dudtn0lhe 6 THE WORK WAS WAS NOI tHE woRx tNspEcrEo MEi DID NOT MEETlnspected in acco with the reqLlirements of th6 DStuOSpHD/The requirements of the PROJ Samples taken: T documentsPROJECT a pproved docum.nts - Weather. MATERIAL SAMPLING WASO WNSIOTE VI !i Performed in accordance w n DSA/OSpHO/pROJECT a'Dproved docurnontE. 1-t)r-o Project Ardtitect Structural Engineer 0SA Regional Ofice Sdrool Dlstrid Signature of lnspedor o e Print Name 6y t o orq.0 1 PROJECT NAME ARCHITECT rIME DEPARTED t t + TIME ARRTVED: 1 .. I Date: 8 ENGINEER oc.(a c5 TRAVEL TIME:LUNCH TIME SHCONTRACTOREN 6RU SUA CONIRACTOR INSPECTION ADDRESS AOORESS OF PROJECT:lSso rF;rS.!Sl-51, trtr D cEt N N PLANS Y ND TYPE OF I E ENGINEERED FILL FI G NDE SHOP N APPROVED SHOP DRAYVING Y BATC RY HlGH STRENGTH EOLTING SHOP WEtD AVAILABLE APPROVED SOIL R LING OSAJOSHPO PROJECT APPROVEO DOCUMENTS FOUNDATION BACK FILL D ANcHoR/Dor ,,EL E NDE FIELD O PT coNcRETE E sHorcRETE D coNcRETE EOEUIPfUENT USED BY CONTRACTOR TAloRK AREA RESEARCH R NO OR MATER REPORTS): NorrEl It Concrgto, HiCrade MxMATERIALS usEo Bt coN TRACTOR REWORK AS P CENT OF ALL WORK TODAY: O%PERCENT PROJECT COMP af.Y\:t,o (.1 oitd cile .oinqLJlnsP f,Y,+# )q"lo4,\"5 \)b3 qlc\\ulTfrCo cI (,fi rTr d oottloqborIe\a ela 3lt euJ eIdsu)r<G to U 5 J(octI4oIIet\\ Qltt e\!ln\5 I h 56@5H Jo {tC 6 E Ds orq ct')Idq uAt S It 50 t-+4 t+L I t d51s.t c muI n (D x 4 tl(de t5q oqrt tPnPl^S t 5 t54PaeICr(end$eIty d d ro5 ,P e o oPII h odq}1 (rtqI urSli3râ‚¬ I t U J e$e BIdatcQCdYute)^e h I z af o ,q I (q z q o L c6L+o 5 oJP*I L AEArI5edmPfrsrr.dPe fr.e-c t q\IJtdd K I I oAu r t(e d qJ b.I t I I (5 I h c tIr\.1SrqSqrPrAPPF]0I h,'l I q edCdoP Contaclor Building Oep6rtrnent orYner Cenifcatio Venfled by n*:l!l-99.519.1 STRUCTURAL OBSERVATION REPORT FORM SIRUCfURAL OASERVATION means the visual obseNation ot the structural system, fot genealconformance to the approved plans and specifications, at signiticant conslrucrbn slagres and at completion of the structural system. Structural obseNation does nol include or waive the responsibility for the inspections by Section 108, 1701 or other sections of lhe code. This reporl includes all construclion work through lb'b day of Auau:r .2 Report No. 2- o 11 Page No. I of I No of SOR 626) 204-1088 hone No ot Observer 6) 204-1088 OASERVED STRUCTURAL ELEMENTS AND THEIR CONNECIIONS E others None OBSERVED DEFICIENCIES No d-f iuerrci.= "L"."^"& DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE 3 R 4S II xP cir:19 Ll c TJ FF-SS/ I I 1 I AM THE ENGINEER OR ARCHITECT REIAINED BY THE OW!{ER TO 8E IN RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE \/VITH THE REOUIREMENTS OF THE CITY OF : I, OR ANOTHER ENG]NEER OR ARCHTTECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER MY RESPOIiSIBLE CHARGE, HAS PERFORMED THE REOUIRED STTE VISITS AT EACH SIGNIFICANT CONSTRUCTION SIAGE TO VERIFY IF IHE STRUCTURE IS IN GENERAL CONFORMANCE wlTH APPROVED PLANS AND SPECIFICATIONS 3 ATL DEF ICIENCIES WTTICH R Ei.IAIN TO 8E CORRECTED HAVE BEEN INDICATED ABOVL 4 I RECOMMENO TI.iAT ACCEPTANCE OF THE SIRUCIURAI" SYSTEMS BY IHE CIIY OF 8E wlTHHELD UNTIL ALL OBSERVED OEFICIENCIES ARE CORRECTED 26{o s. Dnrstor-st. S \r'r{ \rx. CA {ZPl Strudural Ob6â‚¬rver ol Record (SOR) Armen Baroonian Burlding Permrl No Struclural Obsâ‚¬rvaton performed by B & B Associates, lnc. Prolessional Llc /Reg. No. of Observec sE 4227 FOUNDATION FRAMES FLOOR (ROOF)PORTION OBSERVED, IF NOT WHOLE E Footing Stem walls 6nPs\\ tcr.r - unlgaf|X df jurLDFlGl. sLr.r Cr>â‚¬' sec-rrar ' 6l Prrlfts{rsq d rrre E Mat Foundation E Masonry E Steel Braced Frame E Steel E Cajsson, Piles, Grade Beems fl Wood E Concrete Moment Frame E Wood ! Retainrnq Foundation, Hillside SpeoalAnchor E otners Embed connection ! Ottrers: Roof deck conneclionE Others None S ICiNATUR I DA'I'E STAMP OF STRUCl URAL ENCINEER OIJ RI]CORD D Concrete I fl Sleer Moment Frame | ! Concrele Tl Masonrv Wail Frame I OF. Corporate 292 E La PalnE Av6. Ste. A Ansh6im. CA 92800 Tel: 714.632.299e Fax:714.â‚¬E22971 Dbpatcrt: 800.491.2990 San Oiegorl mpcri.l County 6295 Ferds Squ.re Se- C San Oiâ‚¬go, CA 92121 Tol: 858.537.3999 Faxr 858.537.3990 oisparci: 8E6.844.50@ Inllnd Empire 1,1467 Morllian Pkvry., Bldg 2A Rivelside, CA 92518 Tel: 951 .653.4999 Fax: 951 .653.4666 DisFtch: 800.491.2990 lndlo 44917 GofCâ‚¬ntEr Pkwy.. St6.l lndb , CA 92201 fel: 7@ .312 A6n Fex:7d).342.{525 Dbpotsh: 8OO-,191 .2990 MrcL PRoJEoT*: 5403A19 P.,rfl r 10191322-17509 Report, 1 Page 1 of 1 DA!LY INSPECTION REPORT DSA/CITY Filâ‚¬ a _ DSA/OSHPO Appl. a DSA,/LEA ' - Separate repoats $all be paepared t een bre oa sFoal r6!â‚¬ctton on a da y Da5|6 Eadl rcro.l shall be co.npleted and sgned Dy lhe sFcral inspâ‚¬clor condrf,trng ihe TTITG I oare: O811712017PROJECT NAME: AIdi MoT StoTe # 34 TIME ARRIVED: O7:OO AM TIME DEPARTED: 2:30 Pl\llARCHITECT: APD LUNCH TIME: -ENGINEER B&B Associates TRAVEL TIME: coNrRAcroR: ED GRUSH SUB CONTRACTOR INSPECTION ADDRESS ADDRESS oF PRoJECT: 2830 S. Bristol St, Santa Ana,CA TYPE OF INSPECTION O ENGTNEEREo FrLL E FouNoATroN O EACK F|LL E BATCH PLAI.IT 0 PT coNcRETE D SHoTCRETE0 coNcRErE E MASoNRY E H|GH STRENGTH BoLTI G [! wELorNG O SHoPWELD E FIREPRooFING E ANcHoR/DoA/EL E NoE FrELo E NoE sHoP CEILING vvREtrtrtr tr DSIJOSHPD PROJECT APPROVEO OOCUMENTS AVAILABLE APPROVED PLANSYENO SOILREPORTYONf]SPECS:YENE APPROVED SHOP ORAWING Y E N EI MATERIALS USEO BY CONTRACTOR 0NCLUOE RESEARCH REPoRT NO. OR MATERIAL TEST REPORTS): NonrEl\ lsigtn Concrole, Hi6rddo Mix EQEUtP1l,ENr USED By CONTRACTOR: BoOm lift, Harness, chipping hammers, wire brush and welding machines. r /oRK AREA: First Floor Completed welds were visually inspected in the following locations: -Connections between HSS on lines LE & 7&D.4 to angel L4"X6"XU 4" with %" fillet weld 3 sides as per detail C2 on sheet fl 5403 - Connections between HSS on lines !!$f to angel L4"X5"X114" with %" fillet weld 3 sides as per detail 82 on sh6et # 5-303 - Connections between 2 Channels and %" thick plate on grid line 7 and between lines A & B with %" fillet 3" -12" as per detail A2D on sheet # 5-403 Welds were inspected for size, length, location and free of visible defects. All welding was performed as per approved plans and code. Certified welders Ratael Depaz license #PO30500 expire date 12/20 and Enrique Zaragoza license #PO24065 expire date 5/18 performed the above detailed welding. All work detailed above is still in progress as per approved plans and code. REWORK AS PERCENT OF ALL WORK TOOAY: 0%PERCENT PROJECT COMPLETE: THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEEI lnspected in accordance with the requirements ofthe OSI'/OSPHD/ PROJECT approved documents. Ths requirements ollho PROJECT doorment6 Sampbs taken: Vt/eather: MATERIAL SAMPLING WASE wASNoTE N/A EI Performed in ac.ordance with DStuOSPHD/PROJECT approved docurnents. Clear remp: 76 f Sqlnature ot Special lnspedor Maged SaadProjed Arc tecl Structur.l ErEineer DSA Regional Ofice School Oisfi.t Contrac{or BuiHing Oep6rtment Owner Print certilication #: ICC{457 c& verified me ilIIG I Corpor.l. 2S2 E La hlrr6 Ave.gte. A Anaheim. CA 92808 Tel: 714.812.2999 Fe\:714.632.W4 Dispatch: 8m.491.29) l,rlio ,{4817 GofCenbr Pl$ay., Stâ‚¬.1 lndlo, CA 92201 7.L 7@312.46n Far:l& 342.4525 Di.p.bh: 800.â‚¬1 .2990 San Oi.gpnrnpcri.l Oounty 6295 Ferris Squ.ro So. C San Diogo. CA 92121 Tel: 858.537.3999 Fax: 858.37.3990 Dispetchr E84.8,14.5060 lnl.nd Empi.e 14467 MEndian Pkwy., Bldg 2A Riversidc, CA 92518 T6l: 951 .653.4999 Far: 951.653.4566 Oispatdt: A{D.49'1.2â‚¬O MTGL PRoJEcT,: 5i[03A] 9 Permitl 1 0191 322-17509 Roport r 2 Page 1ot I THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEET lnspected in accordance wlth the requirements of the DSA/OSPHD/ PROJECT approv6d doaments The requirements otthe PROJEcT doorments Sarnple6 taken: V\lEather: MATERIAL SAMPLING WAS E WAS NOT E I.i/A E Psrto.mâ‚¬d an accodance with DSA./oSPHO/PROJECT Epproved docunEnts. Clear temp: 71 f of Spâ‚¬cial lnspedor cc Projecl Architecl Strudural ErEineer OSA R6gional Ofrce Scfrool Olatnd Maged Saad cerrificarion #r lCC4457 Venied DAILY INSPECTION REPORT DSA/CITY Flle , - OSA,/OSHPD Appl. I DSA/LEA ' - Conlraclor Building Oep6dmâ‚¬r{ Owner Print Name Date: 08/19/2017PROJECI NAME' AIdi MOT STOTE # 34 TIME DEPARTEo: il:30 PMTIME ARRIVEO: 7:00 AMARCHITECT: APD TRAVEL TIIVE LUNCH TIME: -ENGINEER B&B ASSOCiATES SUB CONTRACTORcoNTRAcroR: ED GRUSH ADDRESS oF PRoJECT 2830 S- BristolSt, Santa Ana, CAINSPECTION ADDRESS E] CEILING I/UREtr_tr_tr trtr O SHOTCRETE E coNcRETE BATCH PLANT PT CONCRETE E MASONRY EI HtcH STRENGTH BoLTrxc E YvELoINc EI SHoPWELD E FIREPRooFING E ANcHoRi oor lEL E NoE FIELo E NDE SHOP trtr TYPE OF INSPECIION E ENGINEEREo FIL L FOUNDATION BACK FILL AVAILABLE APPROVED PLANSYENE SOILREPORTYONE SPCCS:YENEI APPROVEDSHOPDRAWNGY D N EI DSAJOSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR ONCLUDE RESEARCH REPORT tIO, OR MATERIAL TEST REPORTS): NOTTTEII,.{'hM CONC'EI3. Hi'GEdO MiX EOEUIP"ENT USED BY CONTRACTOR: r /oRK AREA FOUndation FIOOr lnspection and rebar pre-check was performed in the following locations: Footing type WF2, and 12" thick wall on grid lines 7 and between lines B & C for 3 sections 7' long each section. lnspected reinforcing steel installation. lnspected reinforcing steel for size, grade, type, labsplice and clearance. lnspected location for reinforcing and embedded items. All work inspected and detailed above has been completed as per approved plans and code and is ready for concrete placement. PERCENT PROJECT COMPLETE;REWORK AS PERCENT OF ALL WORK ToDAY: 0% 2992 E Ls PalnE Ave. Ste. A Anahoim, CA 92q)6 Tâ‚¬l:714.632.299e Fa\: 71 4.632.297 4 DisParch: 8m.491.299O S.n Oicgorlrp.rirl Couft y 0295 F6(rb Squaro So. C San Diego, CA 92121 Tcl: 854.537.3999 Fax:856.537.3990 Dispalch: Aa8.8, r 50@ lnl.nd Emgirc '14467 Morilbn PhYy., Btdg 2A Rivorsldo, CA 9251E Tel: 951 .653.4999 Far: 95'1.663.4666 Dispatch: 8m-491.29SO lndio :i/â‚¬t 7 GoI Ccnr. r Ph/y. , St6.1 lrdlo, CA 92ml ret 7gJ342I6n Fax:7@.342.4525 Dispâ‚¬bh: AOO.49I .2,390 MrcL PRoJEc : 5403A19 permnr 1 019'l 322-17509 R6ponrlPago1ot1 DAILY INSPECTION REPORT DSAr'CITY F.Io ' _ DSAr'OSHPD AppI. , OSA/LEA ' -Separate rcportg 6hall be p.epa.ed lt ea.h type d spâ‚¬oal 'r6pâ‚¬dlon on a da't b6rs Each epo.t snal tE csnpleted ad sprEd by rE spâ‚¬clal tlspâ‚¬oto. co.xldng the ]IITG I oate: 08/19/2017 TIME DEPARTED, 4:30 PMrlME ARRIVEDT 7:00 AMARCTiITECT APD LUNCH TIME: .TRAVEL TIMEE NGINEER: B&B AsSOci.tES SUB CONTRACTORcoNrRACroR: ED GRUSH ADDRESS OF PRO.JECT: 2830 S. BristolSt, Santa Ana, CAINSPECTION ADDRESS CEILING WREUtrtr0 tro0 E CONCRETE BATCH PLANT PT CONCRETE SHOTCRETE f] MASONRY EI HIGH STRENGTH BoLTING D wELDtNG D SHoPWELD tro EI FIREPROOFING E ANCHOR/DOWEL NDE FIELD NDE SHOP TYPE OF INSPECTION E ENGINEERED FILL E FOUNDATION E BACK F|LL SPECS: Y EIN tr APPROVEDSHOP DRAWNGYE N DDSAOSHPO PROJECT APPROVEO OOCUMENTS AVAILABLE APPROVED PLANSYENE SOILREPORTYENE EQEUIPMENT USED BY CONTRACTOR r^/oRK AREA FOUndation FIOOr MATERIATS USEO BYCONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS): NorrEl\,,eigl Conctete, Hk3rade Mix Observed epory for installation of 168 Horizontal dowels and 42 vertical dowels for Concrete footing and concrete wall in the following locations: On grid line 7 and between line B & C. Observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air prior to placint Epoxy. Epoxy Simpson HILTI-HIT-HY 200-R was used expire date 5/2018. Contractor followed the manufacture instruction for installation as well as ESR-2508 All above work was completed as per approved plans "detail 82 on Sheet # 5-301" and code. PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALL WORK TODAY, O% TI.IE WORK WAS WAS NOT lnspeclcd in sccordance vrtth the requirements of the OSA,/OSPHD/ PROJECT approvEd documonts. VlEather: MATERTAL SAMPL|NG wAs0 wAsNorD wAE Perlormed in acaordance with DSA,/OSPHDi PROJECT apptoved docurnents THE WORK INSPECTED MET DID NOT MEET The requirâ‚¬ments ofthe PROJECT documents Samples taken: Clear remp 71 f cc Signature of Special lnspedol Maged SaadProiecl Archtect Strudural Engineer OSA Regional Ofice Sdrool Di*id Contractor Building Dcpartmcnt Owner Prinl Name Ce rtificatio n *: ICC{457479 Venfed PRoJEcr NAME| Aldi Store Mor # 34 ilITG I Corporate 2s2 E La Palrna Ave. Sts. A Anrh6im, CA 928@ Trl: 714.602.2999 Fex: 714 .etsz.297 4 Dbpatch: a@.491.2990 S:n Oi.goInlp.ri.l County 6295 Ferrb Squers 9e. c Sâ‚¬o Diorp. CA 92121 Tel: E58.537.3999 Fax: 858.537.3990 Dispatch: aEa.a44.5060 lnl.nd En|Iire 1 4467 Morilian Pkwy. , Eldg 2A Riv.rsit.CA92518 Tâ‚¬l: 951.653.4999 Far: 951.853.21686 Dicporch: 8m.491.2990 lndio ,1,191 7 Gof Cenbr Pkwy., Ste.l l,x!o, CA 92201 7el: 7@ .U2 16n Fax7a U2 4525 Okpatch: 800.i191 .2S0 MrGt PRoJEcTt: 5403A19 Permit * 10191322-1 7509 Report*4Page1of1 Projecl Archilecl Strudurdl Engineer DSA Regional Office Sclrool Dialricl DAILY INSPECTION REPORT DSA/CITY FiL a _ OSAr'OSHPO Appl. t DSA/LEA ' - THE WORX WAS WAS NOT lnspected in accordance with the requiremâ‚¬nts of the DSA,/OSPHD/ PROJECT approved documenls. Vlbtthei MATERIAL SAMPLING WAS D WASNOTO N/A E Perlormâ‚¬d in accordsnâ‚¬e with OSA/OSPHD/PROJECT .PPEved docrrrnents. THE WORK INSPECTED MET DID NOT MEET The .equiremenls ofthe PROJECT documents Sampleg taken: Clear temp: 71 f Signature of Sp.cral lnspeclor Maged SaadContractor Building Oepartrnent Owner oate: 0E/19/2017PROJECT NAi,E AIdi MOT STOTE f 34 IIME ARRIVED.OT:OO AM TIME DEPARTED 4:30 PMARcHrrEcT: APD Architecture LUNCH TIME: -TRAVEL TIME:ENGINEER: B&B ASSOCiATES CONIRACTOR: ED GRUSH ADDRESS OF PROJECT 2830 S BTiSIOISt, SANTA ANA,INSPECTION ADDRESS trtrfl NDE FTELD E NDE SHoP FIREPROOFING ANCHORTDOYIEL CEILING WREtr D trtr trtr O sHorcRErE E CONCRETE BATCH PLANT PT CONCRETE trtr E uesornv E sHoP vvELD HIGH STRENGTH BOLTING WELDINGtro TYPE OF ITISPECTION O ENGTNEEREo FrLL FOUTIDATION BACK FILL SPECS:YEINE APPROVED SHOP DRAWT{G Y E N ESOILREPORTYONEDSA./OSHPD PROJECT APPROVED OOCUMENTS AVAILAALE APPROVED PTANSYENE hEPORTS): Nonml lr\&igm Conc.ctâ‚¬, Hl-Grado Mix EOEUIPMENT USED AY CONTRACTOR: r ioRK AREA Foundation FIOOr lnspected the placement of 8 Cubic yard concrete 3,000 PSI ready mix # 43051 in the following locations: Footing type WF2 on grid lines 7 and between lines B & C for 3 sections 7' long each section. All areas of concrete placement were clean of all deleterious materials, reinforcing is clean of mud, oil or other nonmetallic coating. Concrete was mechanically vibrated. Reinforcing Steel was secured against displacement. All concrete placement inspected and detailed above has been completed as per approved plans and code. PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALL WORK TODAY: O% Cerlification #:79 Name SUB CONIRACTOR: Colpollte 292 E La PatnE At e Stâ‚¬ AArahem, cA 02806 Tâ‚¬l: 714.63229stg FEx.7t4.f!,a.2gt4 Disp6lch: 8OO 491.29SO ,seIt_OiagoJtn|Pcri.t Coulltvozvf Form Square Sâ‚¬. CDan uiogo, cA 9212, Tol:854.537 S)ge FEx: 658.537.3990 Oisp.tch: BaB.644,5060 lnl.rd Emdr! ,446l MerdEh P|(vry.. Bldo 2aK,vâ‚¬rstdg, CA 92518 T6l: 951 .653 49sg Fax:gSt.653.4S6 DisF6tch: 000.,t91.299O lrldio 44917"Gotf Centor ftwy., Ste.t fel:7@34z8n Fax:7A342J525 Oispodr: g)O.,lg.t.2ggo MTGL PRoJEcr*: 54,t 3 A iq Pennr lQ19t \l2- _ iliO g Raponr_ pago of DAILY INSPECTION REPORT 3 (hdy ba6la Ea.rr THE WORK WA s WAS NOT Inspected in accord wilh lhe requlrements of lhe DSA/OSpHD/ THE Thâ‚¬ Sam IN MET OID NOT MEETPROJECT approved doauments requ irements otthe PROJEC T doq.lmentsplestaken: yflHS:"'IHHL*ff ,g&i"riB,-B.yi"*.,"o**."nI*"Temp -1- Project Architect Slruciur.l Engineer DSA Rgglonat Office Sctool District Signalure of S Cenjfcafion #: laC- A,r ot'3 PROJE CT NAME re Dale 8 L 2.o irARCHIIECT; '.oc.AD:TI ME ARR TIME DE PARTEDENGINEE R .,feS5Sc-'c-TRAVE L TIME LUNCH TIME:ci coN IRA c OR su8 coN TRA croRINSPECTIONeooness 5-i a{ DOR OFESS P RoJa c I l8 b3e rtl )C) TY NS t1 G E EDER LFI LFOUDATION BACK FI LL AATCH tr PT CONCRETE SHOTCRETE coN CRETE SHOP LD RY HIG}I STf,ENGTH SOLTING FIRE PROOFIN G NDE S ANCHOR,IOOWEL NDE FIELDCT R oOVE U00c F TSN tr c EILING wRa PLANS Y TY NsotLRE N SPECS:N D SHOP EOEU'PMENT USEO AY COITRACTOR: IAICRK AREA \- I -.Fc\ n d q\ rra r\Y lrâ‚¬,r E USED av coN R(R NO OR TE R ,AL TTES ER NorrEl Con M R EWO KR PAS c TN Fo ALL WOR TK DAo 00/o PE R PCENT OJR Ec I cc contraclor Building DeEErfiirnl Own6r Verified by Print Nam.Sqtr+tr ,F OSA/CTTY Fiti t _ OSATOSHpO Appt. t DSA/LEA ' i b 1'AUUU A GOLD ARC INC. COMPANY SERVICE ORDER 848 Towne Centsr Dr. . Pomona, CA 91767 (909) 394-7311 Fax (909) 599-1941 cA License #850249 www.pascodoors.net ) - oifiien's, AIJTOMATIC DOOR DAILY SAFETY CHECK 1. Chock daily for propsr operalion lncludlng all Infrared approach 8nd s8l6ty flelds, safety mati, thrdshdld and mal moulding, hbld open photo calls, hold oPen threshold dotoction fiâ‚¬lds, decals 8nd opâ‚¬ratlng spâ‚¬eds. 2. DlscontinuB door operatlon immodlataly upon malfunctlon 3. Consult your psrformanco and saloty checklist. 4. Notify PASCO for ropair. ),' ', ) lf you need a checklist copy or have quostions rsgarding proper perlormance and satoty check procodurâ‚¬s call. wrlts, or g-mallat: www.pascodoors,com PASCO Sales / Service (AllAroas) 848 Towno Center Dr. Pomona, CA 91767 (909) 394-7311 PASCO has an AMEBICAN ASSOCIATION OF AUTOMATIC DOOR MANUFACTUBERS (AAAOM) CEHTIFIED INSPECTOR ON STAFF AT ALL TIMES. TECHNICIAN'S SAF ETY/Q U A LITY/P ERFO R MANC E C H EC KLI ST I Safety hold beams properly functioning Walk test microwave pattern, intrared pattern, carpsts lntrarsd/ultrasound safety sensors properly functioning D6cals lnstalled Motor/gearbox inspect and test Contrcller inspect and tesl Unit performing to ANSI/AAADM standards Structural intEgrity o, unit visually acceplable Drive wheels and guide system lnspect or replace Drive b6ludrlvs chain inspect or replace Locks inspact and test Clean door and glass StorE torm neEded E Anached TECHNICIANS RECOMMENDATIONS: STORE STAMP I ril {.IP/ UAXE/MODEL NAME ADDFESS ?cao CIry STATE Z P /)-, SERVICE CALL ' TECHNICIAN L Y.0 Q/wennerrv ceu Ll L/ couFlESY Crr!p/E sererv sverw ox E-! serEw cxrcrust E(E ooo" .rrr o"r*,r.s / MAI(E / MOOEL MAKE/MOOEL AUTOMAiC XSLTOER *-SIOBEFSONT o MANUAL tr SWIN6ER D TFOUBLE BEPORIEO Z SEFVICE PEFFOFMEO VTTrq'-NO tr tr tr tr tr tr tr tr tr tr tr tr tr wwV+vVVVV tr k, YES Wd MATERIALAND LABOFI BECOBO AUTHOFIZED SIGNATUBE ANO RECEIPT OF OUALITY/ SAFEry CHECKTIST OATE x Shnllurc.!ow condtut.s Eulhodr6Ion ol wort .nd acc.plan . ot abovo trod( ar b.ln9 tsll.hclory . 6nd lhal equlpmonl hai b6on blt ln good condllion lTr.aruL/ou rtt\rnra\E _r/\ E'.\t I .rll, hr\ ttr\T o/\v Eol'lt/l Tulc eEll\rl.rE rlantrrl CONIACT/ PO. } 7 BUSINESS PHONE LOCATION ILL INSIALL OATE LOCATTON INSTALLOATE h$-./7 7 INSTALL DATELOCATION /, & IIMEOESCBIPIIONPBICE I IN ou-r I FIELO !ABOR It4 l TAAVEL ZONE s SUB TOTAL I I MANUFACTUBER S NBOUNO FFEIGHT I I TOTAL DAIE WOFK PEHFOFMEO IA&{DMI-_. ari4l ! : i I I I I I iIIG CorFraL 2S2 E L. hlrr. Aw. 9t . A A^.h.m, CA g28E T.l:71a.&1229S F'n 11a.@2.21171 ObFt i 8@.a91.2tm S.n Di.gollrFrtd Corr y 62t5 F.fils Sql.rc 9.. C S.n CX.eo, CA Pl2l T.l. 856.537.3e80 Fr, : aS8 Sl7 3SO OirD.tcfir E8E oaa 5(l0 lrlar6 Ea?a.. la4A7 U..iran Ptu,y.. Edg 2A Riv.r.id.. CA 02516 T.l 951.663.49S F.r: 05t.Eial ,1686 DbFtcrr:80 a9l 29 laxlio ,14917 Gdl C.nbr Ptvy krdo. CAe22ol f.t:7O-Y2.6n F.x:760.3a2.a525tlFdr: O0 a0'1.2SO OSA/CrrY Fr. t _ nSAOSHPO Argl t DS^/LEA ' - Slâ‚¬ 1 UTGL PRO.'ECT': 540341 9 P.nri. 10191322-17509 Rspon, 1 P.!. t ot 1 slr-rod !r!pe@r F{tlqtf, mld E dartuE Et fE oanr3 &d b.lo,5fh 14 d.yr., rh. lfEp@n R!po.t! d r,c.Fcsrdl'r csrdnsr mLEt b (Httrr.d mnEdEHy 960r* râ‚¬9o.li arrdl t p.e96.d lq 6cl' t.pe cr.9o.l ,Epâ‚¬dut on a dr, basi Eeh rcpdt ,r.n b conpt i.d ,a r{rt d b, flt.ral .t p.du @xrdrE ttr THE WORK WAS WAS NOT THE WORK INSPECTED MEI DIO NOT MEET DAILY INSPECTION REPORT lDlp..ted in .ccord.nca wilh th. DqunGmrnt! ol ,le DSA"/OSPHD/ PROJECT approvad documâ‚¬nti. Tha rlquilnrnt! ot th. PROJECT documnt! S.mphi t6k.n V\iqtlr MATERTAL SAI'PLING WASE WAS NOT EI TVA E Po.to.rnGd in lccodan . with DSI,/OSPHDPROJECT rpprov.d docurEnts. Clear remp 72 f sig ot Spooal lmpeCor Maged SaadPrciâ‚¬d Anhted Structudl ErEiraer DSA Rlglonal Otltce Sdlool Dilinâ‚¬l Cmtraalor Adk hg O.Frrmâ‚¬r[ O,rter Pnnt Name PRoJECT NAME Aldi Mor Store # 34 oate 10/03/2017 ARCHITECT APD TIME ARRIVEO 7:OO AM IIME DEPARTED 9:OO AM E NGINEER BIIB Associates TRAVEL TIME LUNCH TIME . CONTRACTOR EO GRUSH SUB CONTRACTOR INSPECNON ADORESS ADDRESS oF PRoJEcT 2E3) S. Bristol St, Santr Ana CA BATCH PLAIiT PT COXCRETE SHOTCRâ‚¬TE CONCRETE llAsoll RY XlGH STRET.IGTH BOLNXG V\,ELOING SHOP I,\ELO FIREPROOFII{G AXCHOR/DOU/EL NOE FIELO NOE SHOP l N SOIL R PORT Y SPECS Y N PLANS Y D EEgXI cEr APPROVED OOCUMENTS EACK FILL oslJosHPo APPROVEO S}loP ORAI.IING Y D E GNEEREo FILL E FoutloATloN UAtERLAl-a UEEO gY COI{TRACTOR OICLUOâ‚¬ RESEARCH REPORT }aO. OR LATERLAt TEST REPORTS): No.'trl Vqttt C..rqi., Hi{sod. UE EOEUIPT'ENT USED AY COXTRACTOR: ripRx AREA Founddion Floor Observed â‚¬poxy for installation of 26 horizontal anchors for connection between canopy ceilng frame and existint masonry wall in the following locations: On lines F and between lines !!.,!!Q. On lines 7 and between lines 0.4 & F. On lines 7 and between lines A.8 & A. On lines 7.4 and between lines {!fu\. Onlv 7 Holes were rood but the others l19l locatlons werâ‚¬ poinr throu&fi hollow btocks. As oer Suoerlntendent an RFI was sent to the enrineer for an accedaHe soluuon. Observed holes dia. & depth and ob-rved cleaning of all holes with a wire brush and comprcssed air prior to placinS Epoxy. Epory Set-XP was used, expire date 03/2019. Contractor followed the manufacture instruction for installation as well as ESR-2682 All above work (7) seven anchors were completed as per approved plans "detail D2 on Sheet i 5-301" and code. REVI,oRK AS PERCENT OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETE cc Cedrncation l: lC 479 I Ez(l t(!oU' t,oaa- 15es=ot2I.a .l,\iiF â‚¬tIFt!aEo-5gr5EE TE f-ululFozFoz; fnEEEi XB iEEAE$Et $$$! :tEI EAEi r:rI tgEy8Ei iEIT!; [! ,rnf dt rx t3 !B ;B&i -a tr s tr E i! ri l Eg H ala Ic i H I 93 i d ! r5 f ! i $ T. " B tE $ g [ ; ir l l i $ ii i l r I 1n iE s x l ti i i : i tH t r i f Es(,I8aâ‚¬o IEoBotla.zIEoiutEF tEEtxt t;f5 ; ri i * o" lr o o IJ â‚¬t, E3 "ESp zo u, tr A LGbQ 20si l >o i o8 *Eot 2. f, P>3 <6 iiEE lu B 3F oto.oaoqEeeed i Eqp$ fEi:6X6? l Eb a_ l l J tc i QE 2oOl ll . J i r o. H ox zt r yEo(t â‚¬t i8Cl r- ES ; ob g :5 8 ts F ". Jr E 9E t ir i FoQoloido tr a D c l c,aEi l r r -GooNoFd.ootr ui:trIoz) tl2D(,zEo oB 27 , uB tgd, o (J E ur o- o- d tr E tr D 99bE e q 0- i l r - ( , E9 E E -o.oo@dg(latr u.F(- )eF2o) FF .icnE{,o6oo.oFouJouogo ti JFulJILooFoUJoucFzulo(r tr l o- natrFIo tr E t r ogotu oaEIFoa it r e o: o 3g g oofr g gE <0 - ot r I ,r ' ?6 tr t r <p [' oF5 SE It0rooo-E[i=z(. )UJoE& oa(,oz,Eooot-ol!t:Io o.g(,oao .aaGlr l t!=ozt! Iotooqlq.oFoEF6o Eoozotrolr lz EJ 9. o 2 sE E r Fg E X tE t r t r t- z 'I t2> eE8e a5 <o - 6< :, loaloFFtEotoolEF,.!:!Iabto:)I*EzFIF3d=oOII o(. )FzootDoa2Eo ootr l!<I *oi.<ooF" )<EoBJJt!oFzulEurL{vtoBulE EoUdct )t!q,T' I'comct?ItoocooootcJgCL !oso. CLo!,o-o!q, {,a,Eo ot l (, , o ot ;l c -t ! J.:HB* *6 '- o < tt c\ r o xc L l\ .= r{ l !iIoooo . EEEg o- tc c \ l co A gt r H }P c t P = tr 6, s u. i t -a 9 v r a. ! r r , 6i =g: s E; l ! E :- u s â‚¬- e 3 l! FI E !. . o eI iE P EE =E = Ss C l' l o oE o6 '6 o9 EE n I Ei ;: s h g; ;E E ! T; c 9i E d, e o* : - . l ! o J E. g d â‚¬ J E :_ u - h ia c f; E. t - 3 - g ; i rE : S; iE E; a; i i E. : ; â‚¬ e= E o =' t -c uJ E L }E H E H ; f i d o or 6. ! I ! EE * d ; S s C5 l-- { I I 6o,o I I I L- - l - J i-o6aooaa,o.uo tEo=tl ,oBt r O t r il t =o,oI.\ .dFVo, lr lo dJ:FIo trtr(9aio tr E2+ LJ 6 '> , aoOE ul 4 0, q oo t r D 9EEO9E E $ tL i tL (/ ) E9 B E tL < 2 2 -o?@ooulEtul=F u,FIJ J0(F EoFogFzo, ocGeoU'o6la@ooIFoUJoeoqoo tr2oFIo o2t-IIFoz6 iE z v O= 6 o , Sg g g tr t r EO trEz5o. oo&d5 F lr l z! : d TE - b H -2 ; i d iO t r o tr o o ? <l - l u dt L o o tr t r t r t r *eooo-EUzFooEo- oBF(. ) lr lE!oE o.g(,ooo5o'i aLr l lr lzozr/ J IU' tr , (9ou,aoFd,Fzo(, Eoozotr (. )u, o-z tr t r 1 2,al p2t r [_ z 3e i! uJ at r 2otr - l o(7t ,o8S F t- 2 u, I 2ryr o" x i>XEo< oct(,aEctE1'o)tte:la0,=ocEoC'cec!or/ ioc6IgEoo!0iooGF2oa0sl \E:<ui ur EE dcSH o@of,u] t-s0aF=ooFR6ot(. )':!I!!o.9:iEz o 'o oT'cocgo. -ooo(tCI a!oa!Enooo- j:.9oooo1' :t0o!o;= ,; n rt d6& -P e oE5. q ts R od ;' mo or u =og!oo !. !rC L dr x 6. O l, ;o r rl l s r\ .o Ea tE i3 b' 4 o$ fi E f e *; iE r ;A E] : *3 !e E iu !- 3 R H 5E .E t R - . i s E eB r H. s â‚¬E + l * EE sY H E =L - i n i x - II ;s d l '< : X ll l J ) !U e 4+ I E B E dS n E r 9 B ]. / , * t l l t h *P & 8 . i c a 3T I F â‚¬ E g uâ‚¬ o P 9= oo * p{ 5 i s â‚¬ EI T f # J E 8Q 3 ; 9 3 = s t!Fu,J0-=ooFou. loEo-Fzt!oG. UJ(!ooFYc3Jdt!of. -zulo(rUJo-oYu.guJE t(!â‚¬ot,oC' o- U8.5f, F!JtozIoFUJ2otr Jou,G;d6!!JEF aEgEg ETIi ITE6 t$EI irPTEg It8i 0tFE i= E H E 3H i i 8 ,9 < ! ! i :o t s B t !l ! i I $ I. E dE f r f r E ii l t r g ir i r l I tin * * E ri i g : ! Jf , T I . i T Bâ‚¬ E2Ei \dIII{(,o;,e.pâ‚¬o EPâ‚¬FouoIt so-It6Cl t rEF@oZco,oâ‚¬EIEeE2t ) !5s$ â‚¬E ieB8 ub 8 _r i J &o Oo a r! I i' $ I :q rEs g oo o zoF(J r- HK2t yE o !Ea ;6 togE E 6 !' o ao o " Eg â‚¬3 s c $H f i h,E qg "E -< p '. a ) u, tr a 5E 20s* >o a tr 8 IEo! 2a r =? ig<a i;E, E 5F oztvdoI EIEI t:r, i l $tsl *IB IEgS i$$I 83EB f; IEff i Od n 3p c) Enr ; EE } X- ' r dE E =8 i IJ gl-- I I I I IIII E I Corpoaat! 292 E L! Pikn A\/â‚¬. Sto. A An.heim, CA 92EOo T.l:714.632.2999 Fa\714.6g2.N4 Obpâ‚¬tchi 8(rc.491.2990 San Oi.gormp..ial County 6295 F6ois Square Sb. C San Diego, CA 92121 Tel: 858 537 3sâ‚¬ Fax: 858.537.3g9O obp.rcfi : EE8.84,{.5060 lrllrnd EftpiE 14â‚¬7 Merirbn PXwy., BHg 2A RiveBide. CA 9251E Tol: 95'1.663.4999 Fax: 951.63.4668 Disp.lct: 8&.49 1 .2S$ lndio ,14917 Gof C.nbr Pt$.y. . St.. 1 lndb. CA 92201 f.t:7@.342t6n Fax:7@.342.4525 clsp.bh: ax).491 .2so Speoal inspe(ton RegorB must be ddnhrhd b separale reports $all be FeparBd for edl rype MATERIAL SAMPLING WASE WASNOTE N/AE WbAthET: Periormâ‚¬d ln acâ‚¬ordancs wt$ DSA,/OSpHD/PROJECT approvrd docurnents. *e1!is]]tl9:q -S{ t4 days_dttE 'rEpedaoo Repo.ts., iooâ‚¬.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 MTGL PRoJECTT: S403A19 Pennfi ' 10191322- t 7509 Repont l Page 1 ol I Proied Architecl Strudural Engineer DSA Regionat Ofice School Dilrnd T}IE WORK WAS WAS NOT THE WORK INSPECTEO MET DID NOT MEETlnEpeclod in accordance with the requirements ofthe OSA/OSpHO/ PROJECT appmved docdrments. The rBquiEmsnis ofthe PROJECT doqJments Samphs taken: Clear Tenp: 7 4 t S of Special lnspedor Maged SaadContrSdor BuiHing DeFrEnent Owner Print Name cerufcauon f : ICC{457479 TTIIG t PRoJEcr NAME: Aldi Mor Store # 34 oare 0912712O17 ARCHITECT: APD rrME ARRIVEoi 08;00 AM TIME DEPARTED: 3:OO PM ENGINEER B&B Associates TRAVEL TIME LUNCH'nME: - CoNTRACToR: ED GRUSH SUB CONTRACTOR INSPECTION ADDRESS ADDR ESS OF PROJECT: 2830 S. Bristol St, Santa Ana CA roNTYPE OF INS BACK FILL E ENGINEERED FILL D FoUNDATToN BA PLANT PT CONCRETE SHOTCRETE CONCRETE MASO E HlGH STRENGTH BoLTII{G E welonc E sHoP V\ELD FIREPR@FING ANCHOR/DOYI/EL NDâ‚¬ FIELO NDE SHOP CEILING \MRE tr_ DSA/OSHPD PROJECT APPROVEO OOCUMENTS PLANS Y APPROVED NE SOIL R N N SPECS: Y N APPROVED SHOP ORAWNG Y EoEUrPjrrENT usEo BycoNTRAcroR: Boom lift, Harness, chipping hammers, wire brush and welding machines MATERIALS USED BY ERIAL TEST WORK AREA] Roof NO OR(INC LU DE RESEARCH R NonrEl lilroi0trr Concrsts. Hi6r.de Mix eted welds were visually inspected in the following locations: -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. -Opening for RTU Support at roof between lines C&D and lines 5.6&6 as per detail D3 & 83 on sheet # S- 405 and as per RFI 854. Welds were inspected for size, lenSth, location and free of visible defects. Verified welders certificates as: Christopher Ponce LA license #P031279 expire date o3/201g and Rafael De Paz LA license *P030500 expare date O5/ZO2O. All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code. Compl EWOR KR PAS cER TEN ALLOF KWOR ODT Y 0%PERCENT PROJECT COMPLETE ca o-+.r cr-t-*v Jr t# DAILYINSPECTION DsA/crwFirer_ REPORT DSA,/osHpo Appr. , OSA/LEA ' - IUIIG I Coaporrtc 2S2 E Lr Palrr. Avc. Ste. A Anaheirn, CA92E06 Tel: 71,1.632.2999 Fax:711.eB22â‚¬71 Dilp.tch: E@.491.2990 San OicgornpGri.l County 6295 Feris Squaro 516. C San Elâ‚¬go. CA 92'121 Tol: 858.537.39So F.r:8S.537.3990 DisFtchi 8E6.&{.t.so@ lnland Emrrirc 1 ,a467 Moridbn Ptwy. , Bldg 2A Rivorsido, CA92518 Tcl: 951.653.,19$ F6x: 951 .553.4866 oispotch: 80O..tS1.2S9O l.|db 4491 7 Gotr Câ‚¬nLr Pkwy-, Ste. I lndb, CA 92201 Id:760342.16n Faxtl60 312j525 ObFbh: 8O0.aS1.2990 Separde reFrts lrrâ‚¬ll E FEpa@d lrr ea* tlpe c, sFoal rlsoedEri on a daity b63E Edr rEpori shall ba compbed ar'd s{ned by the specral irEpedor coarduatno the MTGL PRoJECTT: 5403A19 eernit r 1019'l 322-17509 ReponJePagelofl Ploject Architect Strudural Enginâ‚¬â‚¬r OSA Regional Ofico Scrrool Oidnd DAILY INSPECTION REPORT DSArcIY Fib ' - OSAToSHPO Apd. I osA/LEA * _ THE WORK WAS WAS NOT THE WORK INSPECTEO MET DID NOT MEET lnâ‚¬pectâ‚¬d rn acaDrdance rylth th6 râ‚¬qulrgments ofthe DSA/osPHo/ PROJECT approvBd documents. Ths rsquiremonE oftho PROJECT doqrmefits Samples taken: V\bathâ‚¬r MATERIAL SAMPLING WAS E WAS NOT E] II/A EI Perfomed ln ac@rdance with OSI'/OSPHD/PROJECT approved docurnents. Clear temp: 76 f SE of Special lnspedor Maged SaadContracior Bualdmg Oepertno Owner certification #: 1CC345747 Verified Print Name - PRoJEoT NAMEj Aldi Mor Store # 34 oare:0912612017 ARCHITEcT: APD TIME ARRIVED 9:OO AM TIME DEPARTEo: 3:00 PM ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME:. CONTRACTOR: ED GRUSH SUB CONTRACTOR INSPECTION ADDRESS ADDRESS oF PRoJECT: 2830 S. Bristol St, Santa Ana, Ca TYPE OF INSPECTION E ENGINEEREo FILL E FouNoATroN E BACK F|LL U D E SHoTcRETE E coNcRETE BATCH PLANT PT CONCRETE EI MASONRY E HIGH STRENGTH BoLTING O vvElorNG EI SHOP WELD utr D E} FIREPROOFING ANCHOR,/DoI'VEL NOE FIELO NOE SHOP D CEILING \^/tRE troo OSA/OSHPD PROJECT APPROVEO OOCUMENTS AVAILABLE APPROVEO PLANSYENE SOIL REPORT Y f] N trI SPECS:YENE APPROVEO SHOP DRAWNG Y D N E MATERIAIS USED BY CONTRACTOR (NCLUDE RESEARCH REPORT NO. OR MATERTAL TEST REPORTS): Noni.lt bighi Con.rctc, Hil3radc Mb( EOEUIPitENT USED SY COI{TRACTOR: v\oRK AREA First end Floor lnspected the placement ofgrout 3,000 PSl, in the following locations: Shopping cart wall from level +d-0" To +4'-0" level on grid line G between lines 5.8 & 5.4 "top of wall". Grout was mechanically vibrated. All above work is still in progress as per approved plans and code. REWORK AS PERCENI OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETEI ]UIIG t Co,poratc 2992 E L. Peh. Avo. Ste. A Anaheim, CA 92d)B T6l:714.632.29S Fe\:711-â‚¬E?2â‚¬71 Dispatch: 8@.49'l.2SO lnland Emfrira 142167 Msrilbn P|(llry.. BrCa 2A Riv.6ide . CA95lE Tol: 951 .663.4990 Fax: 951.653-21668 Dbp.tch: 8{x).491.2990 S.n Oiagolrnpa.ial County 6295 Fâ‚¬rris Squrro S[â‚¬- C San Clsgo, CA 92121 Tâ‚¬l:858.137.3SS Fax: 85t1.537.3990 Otsperch: 888.8,14.9,G5O Ir|db :14917 Gol, Câ‚¬nbr Ph y.. Ste.l lr|db. CA 922()l.reL 7@.312Agn F.x:7q).342 3525 C}bp.dr: 800.,191.2S9O speoal lospectoo Reporb mud be dislnbutâ‚¬d tD Sepâ‚¬rale lepoats $att be p.Epsred lo. ee.i rype qE frys Ilsled. bâ‚¬br\rdt'n 14 daysd lhâ‚¬ rrydon REports oa no.lcsnptiant dr,tixE mlj3t be drst|bJhd mmedâ‚¬btyd speorl rEpedbn on a darty ba!r3 E dl repo.t sha{ be co.nplâ‚¬ted ard sE.Ed by rhe spectst ,.rpâ‚¬cfor E d,-drE fE MrGL PRo.lEc : 5403A19 Permtr 10191322-17509 Roporl r l Pago 1of1 cc Project Ardritect Strudural Engineer OSA Relional Ofice Sd|ool DEfid DAILY INSPECTION REPORT DSA/C|W Fib t _ OSAr'OSHPO Appl. , DSA/LEA r _ THE WORK INSPECTED MET DIO NOT MEET Thâ‚¬ requirementE ofthe PROJECT documentg Sampbstaken: Clear Temp: 76 f rHE WORX WAS WAS NOT lnspected in accordance with the requirementg of the DSA,/OSpHD/ P ROJECT approved documents. WEathen MATERIAL SAMPLINCI WASE WASNOTE N/A EI Perto,med an accorrance wlth DSA/OSpHD/pROJECT approved docurnents.-X-rs Contracloa Euilding Dep6rtment ot'vn.r SErEture ot Special lnspedor Maged Saad Pnnt Name Ceditication #: ICC{457479 Verified by: PRoJEcT NAME: Aldi Mor Store # 34 Date: 09126/2017 ARCHITECT:APD T|ME ARRTVED 09;00 AM TIME DEPARTâ‚¬D: 3:OO PM ENGINEER B&B Associates LUNCH TIME: - coNTRAcToR: ED GRUSH SUB CONTRACTOR INSPECTION AODRESS ADDRESS oF PRoJECTT 2630 S. Bristot St, Santa Ana CA TYPE OF INSPECTION E ENGINEERED FILL0 FoUNDATToN0 BACK F|LL E] MTCH PLANT E PT coNcRETE E sHorcRETE El coNcRErE trtr E E sHoP \,rcLD MASON RY HlGH STRENGTH AOLTING WELDING E] FIREPROOFIITIG E ANcHoR/Dor EL E NDE FrELo E NDE SHoP trtrtrtr CEILING WRE APPROVED DOCUMENTS PO PROJECT AVAILABLE APPROVEO qLANSYEINE SOIL REPORT Y EI N E APPROVED SHOP ORAWNG Y DNO SPEcs:YUNE EoEUTPTTENT usED By coNrRAcroR: Boom lift, Harness, chipping hammers, wire brush and welding machines. H REPORT NO 1NJORK AREA. Roof MATERIALS USEO BY CONTRACTOR (INCLUDE RES MATERIAL TEST R PORTS): Norrnal tlr.ighr Concrote. Hiâ‚¬rrdo Mn Completed welds were visually inspected in the following locations: -Condenser support at roof: 3/16" fillet weld for each end both sides for L3X3XL/4 Brace and the HSS 3"X3"xl/4" as per detail 81 7 83 on sheet # S4OG. -Continuing reinforcing joists between lines C&D and lines 5.6&5 as per detail C on sheet f 5-405. -Opening for RTU Support at roof between lines C&D and lines 5.5&6 as per detail D3 & 83 on sheet # S- 405. Welds were inspected for size, length, location and free of visible defects. Verified welders certificates as: Christopher Ponce LA license fP031279 expire date 03/201g and Rafael De Paz LA license #P030500 expire date 0S|2O2O, All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code. EVIICR RK ERP EN T OF ALL WOR TOK YDA 0%PERCENT PROJECT COMPLETE: TRAVEL TIME: TIIIG I Co,porrtc 2992 E L! fttryla A\16. Ste. A Anahâ‚¬im. CA 92EO6 T6,: 7r 4.612.2990 F.\1714.ets2.2974 Oilpotcfi: 8O0 4gt.2990 San Oi.gorlnrp.rirl Countv 6295 Fe.rb Square So C San CI69o, CA 92i21 T6l: 858.537.39S9 Far:658.537.3S0 Dbpâ‚¬lch: 8â‚¬8.444.5060 lnla.|d Empira 1,146l MorUbn Pkwy.. BkS 2A Xlvcrsiro. CA 9251A Tel: 951.653..t999 FEx: 951.S3.it506 Disp6bn: E0O.491.2090 lrrlio 449t7 cof C.nbr pt(ttay., Sr..l lndio. CA 922Or 7.1:7@342.6n F.x:7@.312.4525 Disp.bh: 600.,â‚¬1.2990 MrcL PRoJEcrr:5403A19 Pemit, 10191322-17509 ReportrlFbCe1oti Spe.ial lnspâ‚¬ctoo Re9o.6 mud beSeFraE repo.ts $aI be p.epared d6blhrEd b tle partres lEted bek x hlf eact! t,re oa 6IaCâ‚¬l r6rEdxh on DAILY INSPECTION REPORT DSArcITY FiI6 '- DSA/OSHPD Appt. , DSA,/LEA ' - l9l 1o 0"1,"_c U" ,op..o", Report6 d rErFcqn!,tEnt oo.1dto.B mGr be dEttrâ‚¬d mnEdâ‚¬Ety6 oary 66. Eadr repo.t srEr !o corptGbd Erd rired !I n" "r"_ -,_*o?ffi#ffi- rHE WORK WAS WAS NOT lnspected in PROJECT a accordance with th6 requirements of the OSA/OSpHD/pproved doqJments. THE WORK INSPECTED MET DID NOT MEET The requirements ot the pR OJECT doqrments Samples taken Clear Temp: 82 fMATERIAL SAMPLING wAS E] WASNoTEI N/A EI WbtthE[ Pet ormed in ac.ordance with DSA./OSpHD/en6lleCi afrroveO aocunnnC. cc Projed Architect Structural ErEineer DSA Regionat O,ice Safiool Disff.t Conlractor Buibing Depâ‚¬turem Owner s(rna pecial Inspedor Maged Saad P.int Name Cefticatirn #: ICC{457479 Verifed PROJECT NAME, Aldi M or Stoiâ‚¬ # 34 oate: 09/25/2017ARCHITECT APD TIME ARRTVED: O7:00 AM TIME DEpARTED: 3:00 pM ENGINEER: B&B A ssociates TRAVEL TIME LUNCH TIMEr -coNrRAcroR: ED GRUSH S U8 CONTRACTOR INSPECTION ADDRESS ADORESS OF PROJECT:2830 S. B ristol St,Santa Ana CAOFTYPErNsON FILLtrENGINEEREO FOUNOATION BACK FILL SATCH D PT coNcRETE SHOTCRETE CONCRETE MASONRi HIGH gTRENGTH BOLTING WELOING SHOPVVEID FIREPROOA NG D NoE sHop ANCHOR,/DOWEL NDE FIELO LING I,\4RE tr DSTJOSHPO PROJ ECT APPROVED DOCUMENTS PLANS Y APPROVE O N SOIL REPORT Y N NEI SPECS: Y N APPROVED SHOP ORAw|NG Y EOEUTpMENT usEo By .oNTRACTOR: BOom rift, Harness, chipping hammeTs, wire brush and werding machines. (INCLUDE R RCH R VVORK AREA: Roof IALS USED BY T XO. OR MATE RIAL TEST R EPORTS): N orrnal \ ,/â‚¬igtn Concrete , HiSrade Mix -Continuing reinforcin8 joists between lines c&D and lines 5.6&6 as per detail c on sheet f s-405.welds were inspected for size, rength, rocation and free of visibre defects.verified welders certificates as: christopher Ponce LA license #p031279 expire date o3l2018 and RafaelDe Paz LA license #p030500 expare date OS/2O2O. All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code. s: roof:u4 Co m leted wep td we5 re asu n n tlypected h fol low loca oti nng nd-Co ne rse su rt tappo t 6)l we d 3 s ed s ae ch e rfo 3XL3X xe 2 lo na d ht e HSSng3"x3"x 4 sa I deLl ta ?Bpe no h5 eet s-406 R EWO KR PAS R ENTc ALL WOR K oT YDA oo/o PER CENT P ROJ CE T COMP L ETE fillet [IIG t Corpordc 2902 E L. tulru AvE Ste A Aneh.im, CA 92806 Tel:7!4.63229@ F.r:711.tj2.2371 Oispqtch: 8@.491.2990 Srn DiagolrlPcrial Coui y 6295 Ferris Squaro Se. C$n tlogo. CA 92t21 Tel:E58.537.39S Fax : 858.537.3990 Obpatch: 888.8.14.50G0 lnl.nd Emlrrc 14467 Meruhn Pku.y.. Bde 2A R iv.rsk .. CA S25'l E Tel: 951 .653.21990 F.r : 951 .653 {866 Dispatch: 8(x).,191.2990 hdio {agi7 Gof Cont6r Pk y.,St..1 l.dio. CA 92201 raL 760312.8n F.x:7â‚¬Xr.342.45a5 DbFbh: 80O.â‚¬1.2990 Speoal lftspâ‚¬aton ReporlE must be dsbboted tic Separate repo.ts $att be preparâ‚¬d 1o( each tlDe Fel]P_!*d-P* *rr'rn l,{ dayr_ot thâ‚¬ nspedron Ftepo,ts of non{omptlsnt odartDns mud be dslhriâ‚¬d rnmediaEy or speoal r6rhon on a daily batir Eadt regoal shalt be dnptâ‚¬led arld *Jned by rp Epeclat,n6pâ‚¬{td co.a,,rctno thâ‚¬ MTGL PRoJEcrr: 5d03A19 Pâ‚¬nrit t I 0l 91 322-1 7g)9 ReporltlPagâ‚¬ 1of 1 Projecl Architect Sttudurdl Engineer OSA Regionsl Ofice S6ool Diifid DAILY INSPECTION REPORT DSArcIY Fle t _ OSATOSHPO Appl. , DSA/LEA r _ MET DID NOT MEET The requirements ofhe PROJECT documâ‚¬nts Sampleâ‚¬ takqn: Clear Temp: 70 f sig ot Special lnspedor Maged Saad THE WORK WAS WAS NOT THE WORK IN lnspectsd in accordancs with thâ‚¬ requirements of the DS OSPHD/ PROJECT approved documenb. V\bather MATERIAL SAMPLING WASE WASNOTD l.l/A EI Perfomed in accordance with OSA/OSPHD/PROJECT appDved docurnente. ConEactor Building Dop6rtrnâ‚¬nt Orner PROJECT NAME: AIdi |,or Store f 34 oate:0912212O17 ARCHIIECT: APD TIME ARRIVED: 07;00 Al,l TIME OEPARTED: 3:O0 PM ENGINEER: B&B Associates TRAVEL TIME LUNCH 'IIME: - coNrRAcroR: ED GRUSH SU8 CONTRACTOR INSPECTION ADDRESS ADD REss oF PROJECT: 2830 S. Bristol St, Santa Ana CA trEu TYPE OF INSPECTIOIi ENGINEERED FILL FOU N DATIOT{ BACK FILL EI BATCH PLANT E PT coNcRETE E sHorciETE E coNcRETE f] MASONRY E HGH STRENGTH SoLTING El WELDTNG E sHoP wELo EI D E NDE FIELD D NDE sHoP FIREPROOFING ANCHORiDOWEL CEILING WREtr Do DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILAALE APPROVED PLANSYENB SOIL REPORT Y EJ NF SPEcs:YEINE APPROVED SHOP ORAWNG Y O N O EaEUTPUENT usEo BY coNrRAcroR: Boom lift, Harness, Chipping hammers, Wire brueh and welding mechines TAORK AREA ROO' MATERIALS USED BY CON T REPORTS): NonmlWbâ‚¬hTOR (INCLUDE ESEARCH REPORT NO OR MATERIAL TES oncrete, H,-GrEde Completed welds were visually inspected in the following locations: -Condenser support at root:3/L6" fillet weld all around between the (9) nine HSS 3"x3,.x1/4,, and plate size 5 %"X5:tr"X % " as per detail 83 on sheet # 5{06. -Condenser support at roof: 3/15" fillet weld 4 sides between the (9) nine base plate size S %"XS h:"X % " and C channel 5X10.5 as per detail 81 on sheet # 5-406. Welds were inspected for size, length, location and free of visible defects. Verified welders certificates as: Christopher Ponce LA license #P031279 expire date 03/2018 and Rafael De Paz LA license #P030500 expire date OS/2O2O. All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code. AYREWORASKRCEPEOFNTWOALLKRTOD 1Yo PERCENT PROJECT COMPLETE: Print Name Cenification r: ICC{457479 Verified by: TIITG I Corporale 2S2 E La PalnE Ave Si6. A An.heim, CA 92606 Tel: 714-632.2999 Fax:714.@?2g71 Dispatcfi : 8oo.491.2990 San Di.gonmperial Cou.{y 6295 Fonis Squsre sle. C Sen oi.go, CA 92121 Tâ‚¬l:858.i37.39$ Fex:858.a37.3â‚¬O Disp.tch: 888.844.:/@ lnlend Empirc lul467 Meridian Phvy., B|dg 2A Riv66k e. CA 92518 Tcli 951.653.4999 Fax: 951.653.4666 Dispqtch: 8@.491.29SO lrdio ,1,{9'17 Gof C.nEr Pl(vry.. Ste.1 lndir. CA 9Z2Ol 1.1:7@312.8n Frr:760312.4525 Obp.Hr: E0O.il91 .2990 Speoal lr}spectff Fâ‚¬porE must be dstnhrted to Sepal-aE reports $att be p.ep6rrd tor e6ci tyE j: Frtf..l:!1ry:pn tlr d.aF_ot trp rqâ‚¬ction Repods d mo-csnpl,art drdto.B lnrd be ddfined mnEdateiyo speoa rlrspâ‚¬drdl on 3 da'ty Bls Eadt Epo.t shalt De co.nplded a'|d egr,ed by $E 3pâ‚¬._ts1 lfBpcdo. c.ndudnE tE MrcL PRoJEcrt: tlO3A19 Peftil r 10191322-17509 Râ‚¬port, 1 Page I of , THE WORK WAS WAS NOT Projed Ar.fiitect Strudural Engineer DSA Regional Offce School Oistrid DAILY INSPECTION REPORT DSAT|TY Filo t _ DSA,/OSHPD Appl. , DS'LEA ' THE WORK INSPECTED MET OIO NOI MEET TtE requirements of the PROJECT (bolrnâ‚¬ntB Samphstaken: Clear fenp: 7 2 I re of Special lnspedor Maged Saad print Name Certincation *: ICC{457479 Verified b,y: h. lrEpecled in ac.ordance with the requirements of the DStuOSpHD/ PROJECT approved do.riments. Wbather MATERIAL SAMPLING WAS f] WASNOTE iUA E Performed ln accordance with DSA/OSpHD/PROJECT apprcved docurnents. Cgntractor Building Depadment OYvner PRoJEcr NAME: Aldi Mor Store # 34 Date: 09121 12017 ARcHITECTT APD TIME DEPARTED PM ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME: -(, coNTRAcroR: ED GRUSH SUB CONTRACTOR INSPECTION AODRESS ADORES S OF PROJECT: 2830 S. Bristol St, Santa Ana CA NS PECTIOF NGE IN RE DE FILL E FoUNDATtoN BACK FILL BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE MASONRY HIGH STRENGTH BOLTING WELDING SHOP WELO FIREPROOFING E ANcHoR/DowEL E NDE FIELD E NDE SHoP CEILING wlRE tr_ DSIJOSHPD R APPROVED Elc)CUMENTS PLANS Y N AVAILABLE APPROVEO SOIL REPORT Y N N SPECS: Y N APPROVED SHOP DRAwlNG Y EQEUTPMENT usED BY coNrRAcroR: Boom lift, Harness, Chlpping hammers, Wire brush and welding machines. (rt{cLUoE RESEARCHTE RT NO. OR MA Ur'ORK AREAj Roof t\.i TERIALS USEO BY CON RIAL TEST RE PORTS): Nonrlal\ leight Concrete -Condenser support at roofi 3/16" fillet weld all around between the (2) two HSS 10.,X6,,x1/4,, as per detail A3 on sheet # 5-405. Welds were inspected for size, length, location and free of visible defects. Verified welders certificates as: christopher Ponce LA license #P031279 expire date o3/201g and Raf"el De Paz LA license #P030500 expire date OS|2O2O. All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code. Completed weld s were visually inspected in the following locations: R EWO KR PAS RE ENTc Fo WORALL TKo YDA oo/.PER CENT PROJECT COMPLETE cc TIME ARRIVEO: 07:00 AM MIG 1 lnl.id Emtir. 1446-/ Morilbn Pkwy., Bldg 2A R iveEidc , CA 9251 E Tel: $51.853.4999 F.x: 51.863.,{866 ObFdr:8@.49'1.29S MTGL PRoJEcr*: !l(l3A19 Pem*tr 1 01 91 322-l 75{19 Ropont Z Pegâ‚¬ I ol 1 THE WORX WAS WAS NOT THE WORK INSPECTED MET DID NOT MEEI lnspected in accordance with the requirements otthe DSfuOSPHD/ PROJECT approved doorments. The requirements of the PROJECT documonts Sampbs taken: Weather: MATERIAL SAMPLING WASE WASNOTO N/A E Pertomed in sccordance witll OSI,,/OSPHD/PROJECT approved doclnlents. Clear temp: 721 of Special lnspeclor Maged Saad Coryorala 2992 E L8 P.lrE Arr. Stâ‚¬. A Anaheim. CA 92606 Tâ‚¬l:714.8 2.299e Frx'7116322â‚¬71 Oispotcfi: 80O.,â‚¬1.29S S.n Oilgolnpcrial Couity 6295 Fenii Squ.r6 Sâ‚¬ C S.n EIâ‚¬gp, CA 92121 T6l: 858.537.3999 Far:858.537.3S0 Obpetch: 8a4.844.5O60 l.rdb rl49'17 Gof C.flbr Ptvry.. St .1 lrxlio. CA 9220, lal:760.342.46n Fe\:76Iji12 tS25 t BFEh: 8OO.rl91 .2SO OSA/CrrY FiL t _ OSA,/OSHPD Appl. a OS'JLEA ' - DAILY INSPECTION REPORT cc Projecl Ar.htect SbudualEngineâ‚¬. OSA R6gional Ofice Sdrool Distrid Contrac{or Building Depqrtmer Owner Certif citron #: ICC$457479 Verifed byi Pnnt Name PRoJEoT NAME: Aldi Mor Store # 34 oate:0912012017 ARCHITECT: APO TIME DEPARTED: 'l:30 PM ENGTNEER B&B Associates TRAVEL TIME:LUNCH TIME:. coNrRAcroR: ED GRUSH SUB CONTRACIOR INSPECTION ADORESS ADDRESS OF PRoJECT: 2830 S. BristolSt, Santa Ana, Ca TYPE OF INSPECTION EI ENGINEERED FILL E) FoUNDATToN O BACK F|LL Dtr E SHoTcRETE E coNcRETE BATCH PTANT PT CONCRETE trtrtr E MASONRY HIGH STRENGTH BOLTI}.IG V\,/ELDING SHOP WELO trtr E NDE FIELD E NDE SHOP FIREPROOFING ANCHOR/DOI"EL CEILING V\,REtro D B DSTJOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANSYEI NO SOIL REPORT Y E] N E SPECS:YENE APPROVEO SHOP ORAWTIG Y E N EI MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST R EPORTS): Normlt lâ‚¬igtn Concrot6, Hiâ‚¬rade Mix EOEUIPMENT USED BY CONTRACTOR yvoRK AR EAr Firsl and Floor lnspected the placement of 3 cubic yard grout 2,500 PSl, Approved ready mix # RS250G41 in the following locations: On grid line A between line 7 and 7 .4lrom level +16'-8" To +19'4" level "top of wall". On grid line 7.4 between line A and A.8 from level +15'-8" To +19'-4" level "top of wall". On grid line A.8 between line 7 and 7.4from level +16'-8" To +19'4" level "top of wall". Shopping cart wall from level +0'-0" To +4'{" level "top of wall". Grout was mechanically vibrated. All above work is still in progress as per approved plans and code. RE\ArcRK AS PERCENT OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETE: TIME ARRIVEDT 7:00 Ai, TTIIG I Coapor.l. 2992 E La PalnE Aw. Ste. A Anahâ‚¬im, CA 92806 Tel: 71,1.&!2.29S F.\:h4.eEz.?g71 DisFtci: 800.a9'1.299) lnl-d Emrir. 'l 4487 M.ridbn Pkwy. , Bldg 2A Rive6ido. CA 925t8 Tel: 951-653.4)99 Fax: 95'l .653.4686 DisFtâ‚¬fi: 8@.4912S0 lirdio 4491 7 Gof Cenbr PkMy., Ste.l lndb, CA 92201 1.1:7@.U2.16n F.x:74)342.,t525 tbFHr: â‚¬(x).491 .2SO San Oi.gor]Ip.ri.l County 6295 FerrE Squsre $o. C San Disoo. CA 92'l2'l Tol: 856.537.3999 Fax: 858.537.3990 Dbp.tcft: 888.8u14-506O MrGL PRoJEcrl: 5403A19 pem* * 10191322-17509 ReporttlPagelotl Speoal lflEpâ‚¬cton Repo.ts mu$ be dlâ‚¬triuJbd to [le partEs rlsEd rEk r, ffthn 14 daF of the irEped$n Sâ‚¬lardle retslB strall be preparE{ k, each type d speoat r6pedldt on a ctaity bas$ Eadl lE ort stEI Repo.t6 o, nonâ‚¬mplrarn qld ixls must be d6uibded m,nedEtety bâ‚¬ co.nplâ‚¬led atl(, eorEd by the gpeoal nGpâ‚¬cts cmductng tE THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEET lnspâ‚¬cted in accordance with the requirements of the DSA/OSpHO/ PROJECT approved docrlments. The requirements ofthe PROJECT doqtments Samples taken: wbather: MATERIAL SAMPLING WASE WASNOTE N/AE Perlormed in accordance with DSA,/OSPHD/PROJECT approvod docurnents. Clear Temp: 7 2 t DAILY INSPECTION REPORT DSA/C|TY Filo t _ DSATOSHPD Ap9l., DSA,/LEA I - Proiecl Ar.hitect Strudural Engineer DSA Regioml Olfice Sdrool Distrid Stlnature of Special lnspedor Maged Saad print Name certircation r: ICC{4.57479 Verified by: PROJECT NAME: AIdi Mor Store # 34 oate. 0912012017 ARcHITECIT APD TIME ARRIvED: 07:00 AM ENGINEER: B&B Associates TRAVEL TIME LUNCH IIME, . CoNTRAcIoR: ED GRUSH SUB CONTRACTOR !NSPECTION ADDRESS ADDRESS OF PROJECT: 2830 S. Bristol St, Santa Ana CA TYPE OF INSPECTION E ENGINEERED FILL El FouN DATror,r E BACK F|LL E] BATCH PLANT E F r coNcRETE E SHoTcRETE El coNcRETE MASON RY H6H STRENGTH BOLTING V',/ELDING SIJOPWELD E FIREPRooFING E ANcHoR/DowEL D NDE FrELo D NDE sHoP CEILING WRE DSTJOSHPO PROJECT APPROVED DOCUMENTS AVAILABLE APPROVEO PLANSYEINE] SOILREPORTYONE SPECS:YEt'ID APPROVED SHOP DRAWNG Y D N D INCLUOE RESEARCH REPORT No oR MATERTAL TEST REPORTS): NonrEt EoEUTPMENT usED sY coNrRAcroR: Boom lifi, Harness, Chipping hammers, Wire brush and welding machines. WORK AREA TOOf MATERIATS USED BYCONTRACTOR (\ roilht Con(,ete, Hi4rad6 Mix Completed welds were visually inspected in the following locations: -condenser support at roofi t/8" fillet weld both side between rhe L2"xl2"x3h6" plate and top cord of the joists as per detail 43 on sheet # S{05. -Condenser support at roof:3/L6" 6" long weld between the l2',X12,,X3115,, plate and HSS LO,,X6,x:^/4" as per detail 43 on sheet # 5405. Welds were inspected for size, length, location and free of visible defects. Verified welders certificates as: Christopher Ponce LA license #P031279 expire date 03/2018 and Rafael De Paz LA license #P030500 expire date 05/2O2O. All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code REWOR K AS PERCENT OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETE cc Contractor Building DeFrtnenl Owner nME DEPARTED: 1:30 PM ilITG t Corpo,rta 2992 E La PalEra Avo. Slâ‚¬. A Anahcim. CA 929)G Tel:714.@2.2999 Fe\:714.8ts2.2g74 Dispâ‚¬lct: 8@.491.2S S.n Oiâ‚¬olrp.rial County 6295 F6rri5 Squaro sle. C S.n CIâ‚¬go, CA 92'l2l Tol: 856.537.3990 F x:E56.537.3900 Dasparch: 888.844.5060 lnl.nd Eindrc I 4467 Merk bn Pkvry. , Bldg 2A Rivorsile, CA 92518 T6l: 951 .653.4999 Fex: 951 .653.4866 Dispatch: 8fl).491.29â‚¬X) l.dio 4401 7 Golt Conbr Plory. . Sto.l lndb. CA 92201 Tal7@.U2.46n F617@342.45ts Clsp.dr: ArO.491 .2SO DSATC|W File t _ LSA,/OSHPD Appl. , DSA./LEA r _ DAILY INSPECTION REPORT MTGL PRoJECTI: 5403A19 Pormit * 101 91322-175(19 Roport a Z Fag6 1of 1 SepardE lepo.'l8 sliall be p.epared lor e&n $,pe d spedal rnâ‚¬pectsr on a dart b666 Eadl epo.t 6hall be co.npleled and 6â‚¬ned b, the specd rEpedor cddrrcom tlE THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEET lnspec{ed in accordance with thâ‚¬ requirements ofthe DSA,IOSPHD/ PROJECT approved doc!ments. The requirements otthe PROJECT doqlments Samples takon: Weather: MATERIAL SAMPLING WAS E WAS NOT E I.UA E Pertormed in accotdanco with DSA"/OSPHD/PROJECT approved documents. Clear renp. 72 f cc Sirnature of Speqal lnspâ‚¬dor Haged SaadProied Architect Structural Engineer DSA Regional Ofrco Sctrool Oidrid Cont|-ador Buildlng Depanment Owner Certifcation #l Venfied PROJECT NAME AIdi MOr StoTe # 34 oate: 09/19/2017 ARCHITECT APD TrME ARRIVED: 7:00 AM TIME DEPARTED: 1:30 PM ENGINEER, B&B Associates TRAVEL TIME LUNCH TIME: - coNTRAcToR: ED GRUSH SUB CONTRACTOR INSPECTION ADDRESS ADDRESS oF PRoJEcT: 2830 S. Bristol St, Santa Ana, Ca trtrtr TYPE OF INSPECTION ENGINEERED FILL FOUNOATION BACK FILL E BATCH PLANT O PT coNcRETE E SHoTcRETE E coNcRETE E] FIREPROOFII{G E ANcHoR/DovvEL E NDE FIELo E NDE sHoP CEILING l/\/lREtrtrtro El,T4ASONRYE HlGH STRENGTH BoLTING O V'/ELDING O sHoP vvELD DSA,/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVEO PLANSYETNE] SOIL REPORT Y EI N E SPECS:YENE APPROVED SHOP DRAWNG Y EI N D MATERIALS USEO AY CONTRACTOR (NCLUOE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): NornEl $reight Concrote, Hi4r.de Mir EOEUIPiTENT USED BY COi{TRACTOR: rAoRK AREA: Finst and foundation Floor lnspected the placement of4 cubic yard grout 2,500 PSl, Approved ready mix f RS250G41 in the following locations: On grid line A between line 7 and 7.4 from level +11'4" To +16'-8" level. On grid line 7.4 between line A and A.8 from level +11'-4" To +16'-8" level. On grid line A.8 between line 7 and 7.4 from level +11'4"To +16'-8" level. -lnspected the laying up of 8" CMU wall in the following locations: On grid line A between line 7 and 7.4trom level +16L8" To +19'4" level "top of wall". On grid line 7.4 between line A and A.8 from level +16'-8" To +19'{" level "top of wall". On grid line A.8 between line 7 and 7.4lrom level +16'-8" To +19'4" level "top of wall". lnspected masonry unit for conformance to specification and Code. lnspected masonry mortar for proper mixing and handling. lnspected reinforcing steel for size, lrade, type, lab splice, secured locations and clearance. All above work is still in progress as per approved plans and code. REWORK AS PERCENT OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETE Print Name TTITG L Coapor.l. 2S2 E L. P.l?rE Aw. Ste. A Anaheim. CA 92806 T.l:714.&)2.29@ Fs\,711.8â‚¬22374 Dbpotfi: 8q1.491 .2990 S.n Oiagorl[pc.i.l County 6295 Forrb Squ.r6 S[â‚¬. C Son Diago. CA 92121 Tel: 058.537.3099 Fax: 8ai8-537.3990 Disp6lch: EE8.844.5060 lndb {4917 Gof C.nt8r Pkwy.. St..l ldio. CA 92201.rol:7@.3/,2.4677 Fax'.7@.34,2.4525 OirFEh: 8OO.uâ‚¬1.2$O lnlfid Emdrc 1,046-7 Meririan FtYry.. BUO 2A R lv.6ilo, CA 925 1 8 Tel: 951.653.,â‚¬S Fex: g;l -653-,1666 DhFotch: 80.491.2900 Speoal lrEpeaton Flegorts musl be dFtnboEd to OE paftâ‚¬s tl6tsd beb/ wthi6 14 cta,E oa tE inspedo.l Separae .Eport! $an be Feparcd lor eaâ‚¬i typ. c, speoal insFcton on a dany b6$s Eaci râ‚¬po.t shsll Repo.ts ot ntrlâ‚¬mpllart co.diborE mog De cliatnkiâ‚¬d irrnedBtâ‚¬ty E co.npleted and eoncd Dy the 3pâ‚¬*, inspâ‚¬ds co.td'drrE the MrGL PRoJEcrr: 5403A19 P6rm r 10191322-17509 Roport, 3 Page 1 ot I Prolec't Ar.hitect Struclural Engineer DSA Regional Oflice S6ool Distrid DAILY INSPECTION REPORT DsArclry Frb I _ OSArcSHPO Appl. t DSA,/LEA ' - THE WORK WAS WAS NOT lnspec:ted in accgrdanca with the .equirements of thâ‚¬ DSIy'OSPHO/ P ROJECT approved dooJmenb. Wbather MATERIAL SAMPLING I/\'AS E WAS NOT E N/A E Performed in accordance with DSA,/OSPHO/PROJECT approved documents. THE WORK INSPECTED MET DID NOT MEET The requirements otthe PROJECT document6 Samplgs taken: Clear remp:72t of Special lnspedor Maged Saad Certilication #: PRoJECT NAME: Aldi Mor Store # 34 Date: 09/19/2017 ARCHTTECT APD Architecture IME ARRIVEOT 7:00 PM TIME DEPARTEOj 1:30 Plll ENGINEER: B&B AssoGiates TRAVEL TIME LUNCH TIME: - SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PRoJEcT: 2830 S Bristol St, Santa Ana, trtr D TYPE OF INSPECTION ENGINEERED FILL FOU N DATION BACK FILL tr D E sHorcRETE E coNcRETE BATCH PLANT PT CONCRETE f] MASONRY E HIGH STRENGTH BoLTING E WELDING D sHoP wELD fJ FIREPROOFING D ANCHoR/Dor,,vEL D NDE FIELD E NDE SHoP CEILING vvlREtro0 D DSAJOSHPD PROJECT APPROVEO OOCUMENTS AVAILABLE APPROVED PLANSYENE SOIL REPORT Y f] N E]SPECS:YENE APPROVED SHOP DRAWING Y O N f] T NO. OR MATERIAL TEST REPORTS): Nonml Wbigtt Con.rete, Hiâ‚¬rade Mix EOEUIPMENT USEO BY CONTRACTOR: !/\,oRK AREA FiTSt FIOOT PORMATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH RE lnspected the placement of 20 Cubic yard concrete 4,000 psl Ready mix # 71391C locations: 6" thick slab between grid lines A.5&C.6 and north side from {id7.6. All areas of concrete placement were clean of all deleterious materials. Reinforcing steel was secured against displacement. Concrete was mechanically vibrated. All concrete placement inspected and detailed above has been completed as per approved plans and code. in the following REWORK AS PERCENT OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETE: cc Verifed by s Pnnt coNrRAcroR: ED GRUSH Cont'actor Building OeFrbrenl Owner t TIIIG 1 Coaporat. 2@2 E L. Prln Avr. Ste. A Anaheim, CA 92806 Tol: 714-&,2-2999 Fex:714.fl322g71 Dispâ‚¬lch: 8m.491.2990 San Oi.go[mpari.l County 6295 Forris Squaro Se. C San Diâ‚¬go, CA g2'121 Tsl: 858.537.3999 Fax:E58.37 3g9O Dispetch: 888.844.50@ lnlend Emlir. 14.{5-l Meri{ri.n Pkry., Bldg 2A RiveBido, CA 92518 Tol: 951-653.4999 Fax: 95'1.663.4666 Oispatch: 8@.,191 2990 lndio ,14017 GofCenbr Ph,vy., Sle.l lnd,o. CA 92201 f 6l:7@.34,2A6n Fax:7@.3212.455 tlspâ‚¬bh: 8oo.rl9l 2990 Spedal lnspâ‚¬ctorr Reports must be distbqH to Seporate repoats cllatt be p.ef6rEd to. eâ‚¬â‚¬tr type thâ‚¬ Frbes rEtd belo, wthn t4 da)6 oa tE inspâ‚¬ctm Repo.ls ot norFcompl6rt corditroars mt6t be ctlsulbdsct imrrdEtsty c{ specal rnspeclpn on a dary t6rs Eadr BFir.t shall be compteEd and Egned by tE speoat lrEpâ‚¬ctor cdldlEtnq the MTGL PRoJEcrr: 54{13A19 pemit r I 0'l 91 322-1 7509 Repont 1Page 1 of 1 THE WORK WAS WAS NOT cc Pro,ed Ar.hitect Strudural Enginee. DSA Regional Oftce S.hool Oisarict DAILY INSPECTION REPORT osA/ctw Fib r _ DSAOSHPD Appl. t DSA,/LEA ' - InspecGd in accordance witi the requiremâ‚¬nts o, the OSLiOSPHD/ PROJECT approved doqlments. Weather MATERIAL SAMPLING WASO WASNOTE TUA E Performed in accordance with DSA,|OSpHD/pROJECT approved docurnents. THE WORK INSPECTEO MET DID NOT MEET The Equi.ements of the PROJECT docunEnts Samples taken: Clear temp: 721 sig ot Special lnspeclor Maged Saad P Name Certificatio Contra.tor Building Oepartment O n6r PRoJECT NAME: Aldi Mor Store # 34 Date: 09/'19/2017 ARCHITEcT:APD rlME ARRIVED: 07:00 AM TIME DEPARTED: 1 :30 PM ENGTNEER: B&B Associates TRAVEL TIME LUNCH TIME: - CONTRACTOR ED GRUSH SU8 CONTRACTOR INSPECTION AODRESS ADDRESS OF PROJECI: 2830 S. Bristol St, Santa Ana CA FIREPROOFING ANC H OR/DOr'VEL NDE FIELO NDE SHOP CEILING VURE NE] N N TYPE INSPECTION SPECS: Y NAPPROVED OOCUMENTS BACK FILL TOSAJOSHPD PR BATCH PLANT CONCRETE AVAILABLE PLANS Y MASONRY SHOP WELD ROVEO SOIL REPORT Y APPROVED SHOP DRAWNG Y tr_tr_E ENGINEERED FILL E FoUNDAIIoN E PT coNcRETE E sHorcRETE E HlGH STRENGTH BoLTING E wELDtNG EoEUTPt ENT usED ay coNrRAcroR: Boom lift, Harness, chipping hammers, wire brush and welding machines liroRK AREA First Floor roof MATERIALS USEO BVJO NTRACTOR (INCLUDE RESEARCH R NO OR TEST REPORTS):Norrml Wbight Concreto, Hi,Grads Mix eted welds were visually inspected in the following locations: -canopy fnming 3/16" fillet weld all around between the L6"xG'x5/16" and HSS t0,,x4,,x4,, as per detail A2 on sheet # 5402 for connection at grid lines 7&F.8, 8.4&F.8,5.9&F.8 and 5.6&F.g -Top cord repair 3/16" fillet weld all around between the s"xL6',xL/4" plate and top cord as per RFI f 49. Welds were inspected for size, length, location and free of visible defects. Verified welders certificates as: Christopher Ponce LA license #P031279 expire date 03/2018 and Rafael De Paz LA license #P030500 expire date OS/2O2O. All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code. PERCENT PROJECT COMPLETEODAYEWORRKASNTPERCEOFALWORLTKoo/. Compl MIG t Coapoastc 292 E L. PalrE Ave. St6. A Arehoim, CA 9280G Tel: 71 /r.â‚¬i,2299O F.\:711.632.?s74 Dbpetch: 8@.491.2990 S.n Di.gofl npc.i.l County 6295 Feiris Squ.re slo. C San CXâ‚¬go, CA S2121 Tel: 858-537.3999 Far: 858.507.3990 Disp6tch: 888.84,1.5060 lnlard Emfirc 1,1467 Meririsn Fkwy., Bldg 2A Rtv.rsldâ‚¬. CA9251E Tel: 951-653.,1999 Fax : 951 .663.4â‚¬86 Dbp.tch: 80O.,191.2990 lndb 44917 Gor Ccnbr Ph,vy., St6.1 lndb. cA 92201 Tel:.7@.342A6n F.x:7@.342.4525 tlspabt: @0.431.2SO MrGL PRoJECTT: 5403A19 P6mn, '10191322-17509 Rcpont a Pag6 1d1 Speoal tnâ‚¬pccton Repods mug be dEtrihrbd DAILY INSPECTION REPORT b r.E partbs l6Ed beto,w !n t4daFdthâ‚¬[Epedo.1 Flepo(t3 oa noo-cofiptbnt slditlo is mud be d6tnb(ed fiiSâ‚¬Frdts rEpo.ts dtalt be peporâ‚¬d b e3dr twe cr 6peqal rnrPdi,l on a dary bsis Edt repo.l shall be coanp&d and egrEd by the speod nspâ‚¬ator corxluctrno lhe fHE WORK WAS NOT THE WORK INSPECTED MET DID NOT MEETlnspected in accordance w h Ule requirements of the DSA,./OSPHD/ PROJECT approved documents MATERIAL SAMPLING WASE WASNOTE N/A EI Perto.med in ac.ordence with DSA,/OSpHDipROJECT approved docurnâ‚¬nts Thâ‚¬ requirements ofthe PROJECT do.rrments Samples taken: Weather:Clear fenp: 7 2 f Projecl Architect StructuEl Engineer DSA Regional Ofice School Didlict Conh_aclor BuiHing Dâ‚¬pâ‚¬rtmert Signature of Speoal lnspedor Maged Saad Certification PRoJEcr NAME: Aldi Mor Store # 34 Date: 09/18/2017 ARCHITECT: APD TIME ARRIVEO: 7:00 AM TIME DEPARTED: 3:00 Piil ENGINEER: B&B Associates TRAVEL TIME:LUNCH TIME: - cONTRAcroRi ED GRUSH SUB CONTRACTOR: INSPECTION ADDRESS ADDRESS oF PRoJEcr: 2830 S.Bristol St, Santa Ana, Ca D tr TYPE OF NS O BACK F|LL ON ENGINEERED FILL FOUNDATION BATCH E PT coNCRETE E sHorcRETE O coNcRETE MASON HIGH STRENGTH BOLTING E wtlorr'rc SHOP WELO tr FIREPROOFING ANC H OR/DOT'VEL NDE FIELO NDE SHOP cETLTNG trtr APPROVED OOCUMENTS PD PROJ N AVAILABLE PLANS Y SOIL REPORT Y N N SPECS: Y N APPROVED SHOP ORAWNG Y EOEUIPI,IENT USEO BY CONTRACTOR: r^pRK AREA First and foundation Floor RE T NO, OR RIAL PORTS): Norlml t/tt6ig itt Conqete, Hi4rade Mix MATERIALS USED BY CONTRACTOR (lNCLUDE On grid line A between line 7 and 7.4 To +1G-8,, level. On grid line 7.4 between line A and A.8 To +1Gg,, Ievel. On grid line A.8 between line 7 and 7.4 To +16-8,, level lnspected masonry unit for conformance to specification and Code. lnspected masonry mortar for proper mixing and handling. lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance. All above work is still in progress as per approved plans and code. -lnspected th e laying up of 8" CMU wall in the following locations: EWORKR P RCE oENT ALLF WOR K DATO o%PER CENT PROJECT COMP Pflnt OS&CITY Fil. a _ DSAOSHPO Appl. a osa,/LEA ' _ ilIIG 1 Corporat. 2992 E Le PEl.rE Aw. Ste. A Anah6im, CA 92606 Tel:71,t.632.2909 F.x:714.632.2si11 Dispetdt: 8@.,19,.2990 San Diego/lrrpe.i.l Courny 6295 Ferris Squa.e 5[6. C San Erisoo, CA 92121 Tel: E54.537.39S Fax: 668.537.3990 Dispalch: 884.844.5060 lnl.id Emdr. 1,1467 Meruian Pkvay-, Btdg 2A RivcBid.. CA 92514 Tol:951.63.,â‚¬S F.x: 96r.653.4666 Oisp.dr: 8@.,191.2$0 Itdio 4,4917 Gof Cenbr Pl$ry., Sb. t lndb, CA 92201 16l:7@.Y2.6n Fax:7@-3ut2.4525 C)isp.dr: qx).{91.29SO MrGt- pRo.recrr: 5if03A1 9 pemit r 10191322-17509 RoporttlFagâ‚¬ l ot 1 Spâ‚¬oal lnspâ‚¬c1bn Reports mud be di$lhrbd b fie panEs tlsted belof, wihin 14 day6 o{ttle inspedioo Report6 ca no.lconlplEnt condfbrE mlJ3r be dlBtDutedSeparale repo.ts sha be p.epsrâ‚¬d tor eacn type of speoal ir,spectjoo on a daily basrs Eadr Gpo.t shs be cofiplâ‚¬bd and sâ‚¬ned by tlE speoal ins[Edor cDrd'.tcln0 the THE WORX WAS WAS NOT THE WORX INSPECTED MET OID NOT MEETlnspecied in accordance ryith the rsquirements qlthe OSA,/OSpl-lD/ PROJECT approved (b(r,ments. MATERIAL SAMPLING WASO WASNOTE N/A EI Perfomed in accordance with DStuOSpHO/pROJECT approved documnts. The requi.ements ofthe PROJECT documents Samples taken: Clear tenp: 721 Sig'lature lnspecaor Projâ‚¬ct Ardtitsct Structu-al Engineer OSA Regional Ofice School Dlddct Contractor Buildlng Depofinent Ownâ‚¬r Maged Saad cenaficallon # PRoJECT NAME] Aldi mor Sto.e # 34 Date: 09/18/2017 ARcHlrEcT: APD TIME ARRIVED: O7:OO AM TIME OEPARTED: 3:OO PM ENGINEER: B&B Associates TRAVEL TIME LUNCH TIMEr - oONTRACTOR: ED GRUSH SUB CONTRACTOR ADDRESS OF PROJECTT 2830 S. Bristol St, Santa Ana CA TYPE INSPE BACK FILL O ENGINEERED FILL E FouNoATroN PT CONCRETE SHOTCRETE COTCRETE El wELDTNG E sHoPv\ELD MASONRY HlGH STRENGTH BOLTING FIR E G ANCHOR/DOWEL E NoE FrELo NDE SHOP cEtLrNG wRE APPROVED OOCUMENTS PD PROJECT PLANS Y NE AVAILABLE APPROVED SOIL R TY N N SPECS: Y N APPROVEO SHOP DRAW|NG Y EQEUTPMENT USEO By CONTRACTOR: BOOm lift, Harness, Chipping hammers, wire brush and welding machines MATERIALS U IAL woRK AREA: Finit Floor roof D AY CONTRACTOR (INCLU DE RESEARCH REPORT NO Nonm ll lsiolrt ConcIete, Hi6rade Mix canopy framing % " fillet weld between the 3/9"x6"x6" plate and %,,x6,,xg,,embed plate as per detail D2 on sheet # 5-401 for connection at grid lines 7&F.8, 6.4&F.8, 5.8&F.8 and 5.6&F.8 Welds were inspected for size, length, location and free of visible defects. Verified welders certificates as: christopher Ponce LA license #P031279 expire date 03/2018 and Rafael De Paz LA license frp030500 expire date O5/2O2O. All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code. Completed weld s were visually inspected in the following locations: EWOR KR PAS RE ENc OFT WORALL K TO YDA CENTPER P ROJ cE T COMPLETE Verifed 1 Print Na OAILY INSPECTION REPORT OSA/CITY Fde a _ DSA,/OSHPD Appl. , DgA/LEA ' - INSPECTION ADDRE_ ]IIIG t Corporate 2992 E L. PalnE A\ro. Sts. A AnatEim. CA 92806 T.l: 7'14.632.29S Fa\i 71 1-6n.2.2971 DEpatcir: 8@.491.299O San OiGgonnpe.ial County 6295 F.rris Squaro Stâ‚¬. C San Di.go, CA 9212t T6l: 854.537.39S9 Far: 858.537.3990 oispsrch: 88E.E{4.5060 lnland Emplrc 1445-7 Moririan Ptoll.y., BldO 2A RiveBiro, CA 92516 Tel: 951.653.,4999 Far:961.63.4606 Dispetch: Em.49l.29SO lrdio 4491 7 Golt Cenbr Pkvy., Sto. 1 lndb, CA 92201 f el:7@.34,2.$n Fax:760.342.rl5:l5 Dbpadr: 600.491.2SO MrGl PRo..,Ecrt: 5403A1 9 Pemft, 10191322-17509 Repoi, ? Pagâ‚¬ 1 of I DAILYINSpECTION DsArcrwFiror_ REPORT osA/osHpo Appr., DSA/LEA ' - uE FrtEs l6Ed Elor wlrcn 14 datE cl the rsFctrc't Fllpots or nonarnptari co.dnirE must be dtsrtr-ted mme(frtyot speoar r6pecron on a dairy bssE Ea<rr ,Epdd 3hJ e ;;r,O&iiji,a 6E i,iiiJiE]ifri:aor -,"*,,g r. Spâ‚¬c]al lnspectoo REporE mud be Separate repo.lB shal be prepared rHE WORK WAS WAS NOT TTIE WORX INSPECTEO MET OID NOT MEETlnspedod in accordance with thâ‚¬ requirements of the OSA,/OSpHD/r.KUJtc I approved doqJments.The requirements of the PROJECT dooJrnenb Samples taken: Clear remp: 72 fMATERIAL SAMPLING wAS E wAs NoT E I,I/A Et V\hA0lEC Performed in accordance lvith DSA,iOSpHD/pROJECT approved documentB. Project Architecl Strudural Eminâ‚¬â‚¬r DSA ReCional Ofrce School Distrid ConEaclor Buildiog Dâ‚¬parbnern otrnaa of Spcial lnspedor Maged Saad Prlnt Name PROJECT NAME: AIdi Mor Store f 34 ARCHITECT APD TIME ARRIVED: 7:00 AM TIME DEPARTED: 3:00 PM ENGINEER: B&B Associates TRAVEL TIME LIJNCH TIME: - coNTRAcroR: ED GRUSH SUB CONTRACTOR INSPECTI ON ADORESS AODRESS OF pRoJECr: 2830 S. Bristot St, Santa Ana, Ca OF INS BACK FILL E] ENGINEERED FILLE Fou NoATtoN o D BATCH PLANT PT C'NCRETE SHOTCRETE CONCRETE RY E HlGH STRENGTH EoLTINGfl v'lelorr'rc E SHOPvvELD FI a ANCH OR/DOI/VEL NDE FIELD NOE SHOP CEILING WlRE tr DSA/OSH PROJECT APPROVEO DOCU MENTS VAJLABLE APFROVED PLANS Y N SOIL REPORT N N SPECS: Y N APPROVED SHOP DRAWNG Y EQEUIPi'ENT USED BY CONTRACTOR: ! DRKAREA First and foundation Floor MATERIAL ST RE NoryEl \ leight Concrete , Hi-ri6de Mix MATERIALS USED BYCONi (INCLUDE RESEARC H REPORT NO On grid line 7.4 between line A and A.8 from level 11,*4,,To +1G0,, level. On grid line A.8 between line 7 and 7. from level 11L4,, To +16{,, level Shopping cart wallfrom level 0'-0,,To +40, level lnspected masonry unit for conformance to specification and Code. lnspected masonry mortar for proper mixing and handling. lnspected reinforcing steer for size, grade, type, rab sprice, secured rocations and crearance, All above work is still in progress as per approved plans and code. -lnspected the laying up of 8,, On grid line A between line 7 CMU wall in the following locations; and 7.4 from level 11'-4,, To +160, level. R EWO KR PAS RE ENc T o ALL KWOR oT DA 0o/o CENTPER P R cOJE T co PLt\,t ET E cc Certifcaton t: I c 4457 4 oar", 09/r5/2017 - TTIIG I Coapor.tc 2992 E La PalrIl3 Ave. Sle. A An.h6im, CA 92606 Teli 71,1.632.29S Fa\.714.632-2371 Obp6tch: 8@.49129S San Dicgorl rp.rial County 6295 Fords Squarâ‚¬ St6. C San Diego. CA 92121 Tel: 858.537.3999 Fax: 856.537.3990 Dispatch: 888.644.5060 lnlar|d Emfirc 14467 MoriCbn Pkwy., BHg 2A Riv.rside, CA 92518 Tel: 951 .65:1.,(999 Fex:951.&1.4686 Oispoich: E00.491.2900 lndb 44917 GoltCenbr Pkwy., Ste.l l.db. CA g22O'1 lol; 7@ .342 .16n Fax:760.342./455 fxspâ‚¬bh: 80O.â‚¬l .2900 Speoal ln6pâ‚¬ctd' Repo.ts must be dEtrblrE to the parlles l#d beb* wihm 14 (hys or ihe |nspecto.r SelaleE reportB siall be p.Eparâ‚¬d l(x each type of speoal ntpectir on a cta y 0615 Edl repod shat! Re9o.ts c,f tufi-compliant dtdtlgl8 must bâ‚¬ dEfitutâ‚¬d rnfiEOratety bâ‚¬ complded and 6/gned by lhe specBl nEpedo. corldudt p the MTGL PRoJECTT: 8O3A19 Perit t 10191322-17509 ReporialPagâ‚¬,of1 @ Proied Arcflitect Strudural Engineer DSA Regional Offce Sdool Distrld Contraalor Building OeFrlment olvner DAILYINSPECTION DSArcrwFib._ REPORT DsA/osHPD Appr. , osrr'LEA t _ THE WORK INSPECTED MET DID NOT MEET The requiremenE ofthe PROJECT documents Samples taken: Clear Temp: 73 f THE WORK WAS WAS NOI lnapected in accodance with thâ‚¬ requirements of the OSA/OSPHD/ PROJECT approved doqJments. Vlreather MATERiAL SAMPLING WASE WASNOTE N/A E Pertormed ln accordance with DSA,/OSPHD/PROJECT approved documonts. S of Special lnspedor Maged Saad Pnnt Certifca tio n PRoJEcr NAME: Aldi Mor Store # 34 oate: 09/15/2017 ARCHITECT: APD Architecture TIME ARRIVEO: 7:00 PM rlME DEPARTEO: 3:00 PM ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME. . SUB CONTRACTOR INSPECTION ADORESS ADDRESS OF PROJECT: 2830 S Bristol St, Santa Ana, TYPE OF INSPECTION E Er{crNEEREo FILL D FoUNDATtoN E BAoK F|LL trtr E BATCH PLANT E coNcRETE PT CONCRETE SHOTCRETE trtr E wELDING 0 sHoP wELo MASONRY HIGH STRENGTH AOLTING trtrtr ff FIREPROOFING ANCHOR/OOWEL NDE FIELO NDE SHOP CEILING \MRE DSAJOSHPD PRoJECT APPROVEO DOCUMENlS AVAILABLE APPROVEO PLANSYEINfI SOILREPORTYONE SPECS:YENE APPROVED SHOP DRAWNG Y E] N O MATERIALS USEO BY CONTRACTOR (INCLUOE RESEARCH REPORT NO, OR MATERIAL TEST REPORTS): NorIrl!lV\hight Concr.t6, Hiâ‚¬r.de Mix EOEUIPMENT USED BY CONTRACTOR \fuCRK AREA: First Floor lnspected the placement of 50 Cubic yard concrete 4,000 PSI Ready mix # 71391C in the following locations: 6" thick slab and staris between trid lines A.5&C.6 and between lines 7 & 7.6. All areas of concrete placement were clean of all deleterious materials. Reinforcing steel was secured against displacement. Concrete was mechanically vibrated. One set of three concrete samples was taken. All concrete placement inspected and detailed above has been completed as per approved plans and code. REWORK AS PERCENT OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETE coNrRAcroR: ED GRUSH :-rN af71 TUIIG Corpo.al. 2S2 E La P.tnr Arâ‚¬. Ste. A Anlhâ‚¬im, CA 92&6 Tsl: 71,0 632 29S F.x|711.6g2,g71 Dispabn:8@.401.2SO S.n Oi.gon,rpcrial County t1295 Ferds Squsro ge. C S.n DbCo, CA 92,2i Teli 85E.537.39S Fax: 858.537.3990 Disp.tch: 888.84,t.s{bo lnl.nd Em;ir. 1 4.167 Moritirn ptwy. , BHq 2A Riversiro. CA 925,8 Tel: 951 .653.!i9gg Fer: 95'1.653.,1668 Obp.tch: 8m.{91.2990 l.rdio .14917 colt Câ‚¬nbr ph^/y , Sto..l Itdio. CA 92201rd:7@.U2.6n F.x:760.U2.4s25 Oi3p.bh: 4x).4X.2990 Mrcl pRoJEcTa:5403Ar9 PEmn, 10191322_17509 Repod, a Pago .t of 1 Separdle repoaG DAILY INSPECTION REPORT DSAT|TY Frb a _ Dgq./oSHPD AFD|. a OSA,/LEA 'ReporB mus be d6trD(lH tc t'|e padles lstsd beb, w nn t4 daF d rhe jnspedon Râ‚¬po.ts oa nfl{o.npliant 6ldiD.|s must be dEtr|t\/ted im$all be prepared b. e6cj t)re d rlspedEn on a da y bas6 Eaatt repod snal bâ‚¬and srgned by the spccâ‚¬t lrEpedd moductno the THE WORK WAS WAS NOT THE WORX IN SPECTED MET DID NOT ME ETlnspecled a PROJECT n accordanc. with the requirBmanta of the DSA/OSPHD/ approved doorments.The requirEments Samples taken: ofthe PROJECT doqhents MATERIAL SAMPLING WAs E wAS NoT E I,I/A E WbAthET Pe.ro,med ih ec.odanâ‚¬e with DSA./OSPHO/PROJECT a;roved docurnents. Clear temp: 72 t Project Arcn ect Struclural ErEineer OSA Reglonat Oftce Sch@l ttlfict Signature of Speciat tnspecior Maged Saad Prinl Na PROJECT NAME: Ald i Mor Store # 34 oate O911412017ARCHITECT:APD TIME ARRtvED: 08;00 AM TIME oEPARTED: 5:OO PMENGINEER: B&B Associates TRA VEL TIME LUNCH TIME: -CONTRACTOR EO GRUSH SUB C ONTRACTOR: INSPECTION ADDRESS ADORESS OF PROJECI 2830 S. Bristot St, Santa AIla CATYPEOF INSPEC B ET.IGINEERED FILL E FouND TroN BACK FILL TCH CONCRETE E PT cor.lcRETE 0 SHoTcRETE tr EI RY HIGH STREI{GTH EOLTING WELOING SHOPWELO D FIREPROOFING ANCHOR/DOWEL NOE FIELD NDE SHOP LING RE Dtrtr c DSIr'OS PROJECT APPROVEO DOCUMENTS OVED NPLANS Y NsotL REPORT Y N SPECS: Y N APPROVED SHOP DRAvvlNG Y EQEUT'MENT usED ay cor{TRACToRT Boom rift, Hamess, chipping hammcrs, wire brush and werding machines MATER USE RE ur'oRK AREA First Floor roof CONTRAC TOR (rNclu RESEARCH R EPORT NO OR MATE IAL Nonn l\ toEtn Concreto . Hiâ‚¬rade Mu Reinforcing .ioists between lines A & B and lines 5 & 6.4 to antel and %" rod asper detail C2 on sheet # S-405 and as per RFI # 43. welds were inspected for size, rength, rocation and free of visibre defects.Verified welders certificates as: christopher Ponce LA license fp031279 expire date o3l201g and RafaelDe Paz LA license #p030500 expire date 05/2020. All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code. /4 Co m leted weP 5d rewe u5 a ns e ct d nv t eh fop lowi tiloca no sng nCa o mfra fitpv weletng d nbetwee het L6X 616X5 na Hd LSS x40 x1 a s Ie etad oA2 np 5 ehe #t 0s4 2rfoocnnioectnatndnseD47& OAYEWORRKPASERENTALLKWORTo o%EP CR NTE PR OJ LIE C o PLETEM cc Contrador Buildhg Oep6rt nent Owner Certicatbn #:4 TUIIG 1 Corporatc 2992 E La PalnE Avo. Sto. A Anaheim, CA 92EOo Tel: 71,{.632.2999 Fax 714.6ts.22374 Dbp6rch: 8m.49129S San OiegorlmF.rial County 6295 Ferri6 Squs.e St6. C Sa.l Oiego, CA 92121 Tel: 858.537.3999 Fax: 85E.537.3990 Dbpstch: 8aa.8.t4.506o lnl.nd Empirc 1 4467 M.rilbh Pkn y. , Btdg 2A Rivel6lde. CA 82516 Tel: 951.653.4999 Fax: 951 .653.4666 Oisp.tch: 800.491.2960 Irdio 449'17 Golt Conbr FJts,y., Ste.1 lrdio. CA 92201 f al:7@.U2.4677 Fa\,?@342.15?5 Dipobh: 8oo./tgt.2SO MTGL PROJECT': 5t103A19 perma r 10191322-17fl19 RepodaaPag6 Iof1 Speoal ln6pedlon Repo.E mut f,e d,strtuted to Sepaaate leforls $all be paeparpd fo. eadl ttpe Proied Arrhnect Structural Englneer DSA Regional Ofice Sdtool oisfid *P5-lgtq y .*l 1a 6nlr u* ,,eeao,' R!eo.t! or Do.t-coiplEnt 60nd1irE mult be dErribur.d immedEreryc' speod rl6pdrdl on a cbiy basE Edr rcpo.i 3hrI b. co.nptdd ard lUnâ‚¬d by the cpec&i ,upecto. osrd,j@ng rE 'HE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEETlnspectcd in accordance with tt|e requirements ofthe DSA./OSPHO/ PROJECT approved doqrments. Tha lgqulroments ol llro PROJECT doqrmontB Samplos taken: lrr,reather: MATERIAL SAMPLING WASE WASNOTD N/A Et Pertomed in accordance with DSI,/OSpHD/pROJECT app,oved documents. Clear temp: 72 f Contra(lor Building Departrnert oixnet Signature of Special lnspedor Maged Saad Pnnt Name 1 PRoJECT NAME: Aldi Mor Store # 34 Date: 09/ 14/2017 ARcHITECT:APD TIME ARRIVED: 8:OO AM TIME DEPARTED: 5:OO PM ENGINEE R: B&B Associates TRAVEL TIME LUNCH TIME,. coNrRAcroR: ED GRUSH SU8 CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT: 2830 S.Bristol St, Santa Ana, Ca AACK FILL TYPE OF INSPECTION E ENGINEERED FILL B FoUNDATToN E sHorcRETE E coNcRETE BATCH PLANT PT CONCRETE MASONRY HIGH STRENGTH EIOLTING O wELDTNG SHOP WELD otr FIRE NG ANCHOR/DOWEL NDE FIELD NDE SHOP CEILING WRE OS'r'OSHPD PROJECT APPROVED DOCUMENTS PLANS Y N AVAILABLE APPROVED SOIL REPORT Y N N N APPROVED SHOP DRAW]NG Y NonialWbight , Hiâ‚¬radeMATERIALS USEO BY CONTRACTOR (INCLT.'lDE RESEARCH R EPORT NO, OR MATERIAL ]EST RE 2,500 PSl, ready mix # RS250G41 in the following locations: m level 6'-8" To +11-4" level. On grid line 7.4 between line A and A.8 from level 5,-8,,To +11-4,, level. On grid line A.8 between line 7 and 7.4trom level 6"-8,, To +11-4,, level One set of 3 grout samples was taken Grout was mechanically vibrdted. lnspected the placement of 4 yard grout On grid line A between line 7 and 7.4 fro ODAYREWOKRASPERNTCEALOFLWOTRK 0 PERCENT PROJECT COMPLETE C ertr,icatio n DAILYINSPECTION Ds^/crryFibr_ REPORT DSArosHpDAppr I osA,/LEA r _ EOEUIPUENT USEO BY @NTRACTORi u/oRK AREA: First and foundation Floor IIIIG I Corporatc 2892 E La PalrE Avo. Ste. A Ar.heim, CA 92@6 T.l: 714.632.2999 Fax:714.632-2571 Obpotdr: A@.491.2990 San Dicgonnpâ‚¬ri't County 6295 F.rris Squere $r. C S6n Diego, CA 92121 Tel: 858.537.39SO Fex : 858.537.3990 Oispotch: 8Ea.8.44.5()a) lnl.nd Emd.c 1iu6l i/iâ‚¬rHbn Pky,y , BHO 2A Rv.Isk e CA 92Sla T.l: 951.053.?t999 Fax: *il.653-4666 Oispatcfi: 800.491.2S0 l.dr, 4zt9t 7 Go[ Conbr Phiry., Sto..l lndio, CA 92201 Toli 7@3.,2I6n F.!:760.342.rt525 Clspâ‚¬dr: 80O.â‚¬, .2990 M?GL PROJECT': 5403A19 Pen tt 10191322-175{19 Repo.t t ? Fbge 'l of 1 Specirl lrlspâ‚¬dbn Reports muEt te dstnlutâ‚¬d lo 0le parties t6ted Detow wdr.n 14 d6)is Ca tllâ‚¬ lrEpedon Repo.ts ot norFco.npl6nt co.ld,hons musl be disulbiried immedEietySeparate â‚¬ports shalt be prepacd loa e-n tyDe ca Bpecal rBpedon oo a daly bs66 Eadt lâ‚¬po.t stEX be co.npteGd and qtnâ‚¬d by the srbt 'nspâ‚¬ds cood'r.tno rhe THE WORK WAS WAS NOT THE WORK INSPECTEO MET DID NOT MEETlnspected rn acâ‚¬ordance w h the requirements ol the DStuOS pHD/ PROJECT approvcd d,ocrrments. MAIERIAL SAMPLING WAS E] WAS NOT E] N/A Et \A'EAIhET: Pertormed in accodancs tryih DSIJOSPHO/PROJECT approved docurnents The requirements otthe PROJECT dodhents Samples taken. Clear remp: 73 f Signa of Special lnspedor Maged Saad Pnnt Name Prcjec, A.rhitect Strudural Engineer DSA Reglonal Offcs School Disind Cont-ador Building Departrnern Own6r PRoJECT NAME: Aldi Store # 34 oate 09/14/2017 ARCHITECT:APD IIME ARRIYED: 8:OO AM rlME DEPARTEDT 05:0O PM ENGTNEER: B&B Associates TRAVEL TIME:LUNCH IIME: - CONTRACTOR ED GRUSH SUB CONTRACTOR: INSPECTION AOORESS ADDRESS OF PROJECT: 2430 S.Bristol St, Santa Ana, BACK FILL TYPE OF INSPECTION E ENGINEEREo FILLfl rouxonrror BATCH PT CONCRETE E SHoTcRETE CONCRETE trtr RY HIGH STRENGTH BOLTING WELDING SHOPWELD FIREPROOFING ANCHOR/DOWEL NDE FIELD XDE SHOP EILING l/\,RE trtr osAJosH PO PROJECT APPROVED trcCUMENTS PLANS Y Ntr AVAILABLE APPROVED SOIL REPC,RT Y N N APPROVEO SHOP DRAWNG Y EOEUIruENT USEO BY CONTRACTOR r ,oRK AREA FoundatiOn Floor RESEARCH REPORT MATE R REPORTS): Nonrul'^bE ht Consele. Hiâ‚¬rade Mix MATERIALS U SEO BY CON TOR 5" thick slab between grid lines A.5&C.6 and between lines 7 & 7.6. lnspected reinforcing steel insta llation. lnspected reinforcing steel for size, grade, type, labsplice and clearance. lnspected location for reinforcing and embedded items. All work inspected and detailed above has been completed as per approved plans and code and is readyfor concrete placement. lnspection and reba r pre-check was performed in the following locations: DAYREWORASKPERCEOFNTWOALLKR0T lYo EP R c TEN P ROJE cCT Mo LP ETE @ Cert,fication #: ICC$457/179 DAILYINSPECTION Ds^,/crwFihr_ REPORT osA/osHpD Appr. . DSA/LEA I - (- IUIIG 1 S.n Dicgo/lrlperial Courty 5295 Fe.ris Square Se. C Ssn Dicao, CA 9121 Tol: 858 537.39S Fex:854.537-3SO Dbpotch: 888.844.50@ THE WORK WAS WAS NOT lnspected in accordanca,flith the requirsmenls ofthe DSAJOSPHD/ PROJECT approved documents. V\reathâ‚¬r: MATERIAL SAMPLING WASE WAS NOTT] N/A E Prrformed in accordance wilh DSTJOSPHD/PROJECT aFprov.d doclrnenis. Coaporltc 2$2 E La PalrE Ave. Ste. A Anaheirn, CA 92&6 Tal 7'14 632 29s Fd\.714.ets22s74 Oispalch: A(x).491.29$ lrdb ,!1917 Gotr Contir P*\ry., St.. t lndio, CA 922O'l lct:7@312iAV Fax'.7@.342-4525 Oispctch: 800.,â‚¬1.2990 lnl.nd Emfi.c 1{.167 Me.irbn Prvry.. Bldg 2A Rivsriirâ‚¬, CA92518 Tcl: 951 .653.4999 Fax: 951.653.4866 oisp6tch: 800.491 .2s0 urcLpRoJEcr.: $103A19 DAILY INSPECTION DsA/crryF.er- PErnn r 10191322-17509 REPORT os^,osxpD Appr. r. RoportlzPego I ot1 OSrt/LEAa_ SepaEb .Epo.ts dlsll be !.e9ored tr ead tlDe ol6pecral irF@bn on a dait bash Eadr report shall be cornplded and saned by the sDecial inspedor condudim the Projecl Architect Strudural Engineer DSA Râ‚¬glonal Ofice S{rlool Disfid Contractor Building Dep6rtnent THE WORX INSPECTED MET DID NOT MEET The rsquirâ‚¬ments oftis PROJECT documonts Samples t.k6n: Clear Temp: 72 f ofS lnspector Maged Saad Print Na C ertiflcation #: PRoJEcr NAME Aldi Mor Store # 34 Date: 09/13/2017 ARcHITEcT: APD TIME ARRTVEO: 8:00 AM TIME OEPARTED: 3;00 PM ENGINEER: B&B ASsoCiates TRAVEL TIME LUNCH flME: - CONTRACIoRI ED GRUSH SUB CONTRACTOR INSPECNON ADORESS ADDRESS OF PROJECT: 2830 S. EristolSt, Santa Ana, Ca TYPE OF INSPECTION E E GINâ‚¬EREo F|LL E FoUNDATToN E BAoK F|LL trtr O sHorcRETE E coNcRETE BATCH PLANT PT CONCRETE DI MASOTIRY E H|GH STRENGTH BoLTITG EI wELoNG E sHoP WELD trtr E NDE FIELD E NDE sHoP FIREPR@FING ANC H OR/OOI/VEL trtr E CEILING v!,REtr_ DSAJOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANSYEINE SOILREPORTYENE SPECS:YENE APPROVED SHOP DRAWNG Y E N E MATERIALS USEO 8Y CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Normi \ reight Concrote, Hiâ‚¬rade Mix EQEUIPMENT USED AY CONTRACTOR: uroRK AREA. First Floor lnspected the laying up of 8" CMU wall in the following locations: On grid line A between line 7 and 7.4from level 10'-8" To +12-8" level. On grid line 7.4 between line A and A.8 from level 10'-8" To +12-8" level. On grid line A.8 between line 7 and 7.4trom level 10L8" To +12-8" level. lnspected masonry unit for conformance to specification and Code. lnspected masonry mortar for proper mixing and handling. lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance. All above work is still in progress as per approved plans and code. RE\AIORK AS PERCENT OF ALL WORK TODAY: 00/6 PERCENT PROJECT COMPLETE: cc Venlied s 4457479 TTITG t Corporata 2S2 E La tulnt Aw. Sls. A Anahsim. CA 92E06 Tel: 71a.632.2999 Fax:711.8.22371 Obp.tch: 8@ ,49'1.2990 San Oiagonrp.ri8l Courty 6295 Fenis Squar. $e. C San Dego. CA 92'12'l T6l:854.$7.3999 F6x: 858.537.3990 Oispatch: aaa.A44.5m lndb ,{49i 7 Go[ Conb r Plo.ry-, sto.1 lndb, CA 92201 T.l'.7@.312.16 Fix:760.342.21525 CXrFdr: Ax).zlgl -2990 lnla.d Empla! 14467 Meruian PktYy.. Adg 2A R ivoEilo , CA 9251 E T.l: s51 .653.,()90 F.x: 951.63.,0886 DtsFtcll: 8O0.491.2SO MrcL PRoJEcTtr 5403A19 Permiu 10191 322-175119 Report t 2 Pagâ‚¬ l of1 DAILY INSPECTION REPORT osArctw Fib a _ DSA/OSHPD Appl. t DSA/LEA r _ THE WORK INSPECTED MET DID NOT MEET The requlrements ofthe PROJECT dooJments Sampbs takcn: Clear Temp: 72 f Special lnsp.dot Maged Saad nnl Name THE WORK WAS WAS NOT lnspecled in accordance y,ith lhe rcqulrcments of the DSA/OSPHD/ PROJECT approved doqrments. \i/eather: MATERIAL SAMPLING WASO WASNOTO N/AE Performed in accordance Mth ostuosPHD/PROJEcT approved doclrnents. Contrac{ot Building Deparlment Owner Date: 09/13/2017PRoJECT NAME: Aldi Mor Store # 34 TIME DEPARTEO: 3:00 PMARCHTIECT: APD TIME ARRIVED 08:00 AM TRAVEL TIME LUNCH TIME: -ENGINEER: B&B Associates SUB CONTRACTORcoNrRAcToR: ED GRUSH ADDRESS oF PRoJECT. 2830 S. Bristol St, Santa Ana CA CEJLING v\,/lREtrtrTYPE OF INSPECTION E ENGINEERED FILL E FoUNDATIoN El BACK F|LL trutrtr BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE tr EIu E MASONRY }IIGH STRENGTH BOLTING WELDING SHOPWELO E FIREPRooFING E ANcHoR/Doti\rEL E NDE FIELD El NDE sHoP AVAILABLE APPROVED PLANSYENEI SOIL REPORT Y E] N E]SPECS:YENE APPROVEO SHOP DRAWNG Y E] N E] OSIJOSHPD PROJECT APPROVED OOCUMENTS MATERIALS USEO BY CONTRACTOR (NCLUDE RESEARCH REPORT I{O, OR MATERTAL TEST REPORTS): NoT'TBIVV.(Ih CoNqEtO, HH3TAdE MiX EOEUTpMENT USEO By coNTRAcTOR: BOOm lift, Harness, chipping hammers, wire brush and welding machines. r,l/oRK AREA: First Floor roof Completed welds were visually inspected in the following locations: Canopy framing % " fillet weld between the L6X5X5/15 and HSS LOx4x7/4 as per detail 42 on sheet # 5-402 for connection at grid lines F&7 and F&5.8. Welds were inspected for size, len6h, location and free of visible defects. Verified welders certificates as: christopher Ponce LA license #P031279 expire date 03/2018 and Rafael De Paz LA license #P030500 expire date 05/2020. All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code. PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALL WORK TODAY: O% Projec't Architect Strudural Engineer DSA R6gional Ofice Sdrool tHrlct 479 INSPECTION ADORESS: Ce(ilication, TTIIG I mror PRoJEoTT: &003A19 Pemn r 10191322-17509 Râ‚¬porl*?Pago I of 1 Srn Ocaol litperi3l County 5295 Ferris Squaro S16. C San Crego. CA 92121 Tel: 858.537.3999 Fax:858.537.3990 Oispdcn: 888.844.5060 DAILY INSPECTION REPORT DSA/Ctry Fib t _ DSAr'OSHPD Appl. , DSATLEAi - THE WORK INSPECTEO MET DID NOT MEET The requirementE ofthe PROJECT dodiments Samples taken: Clear remp: 72 f S of Special lnspector Maged Saad Pint Name Cerlifcation #:79 CorForlta 2992 E k PalnE Avâ‚¬. Ste A Anahsim. cA 92806 T6li 714.632.2999 Fzx:714.f32.N1 Oisp6tch: 800.491.29S0 lnland Emfiae 1 ,!16/ M6rira.n Ptvry. , BUg 2A Riversiile, CA 92518 Tel: 951.653.4999 Fax: 96l.63.,1666 Dispetch: 8@.491-29OO lndb 4491 7 Golt Ccntsr PtY.y.. Ste. I lrdb, CA 92201 Tel:7@.312!6n Fa\:7@.u2.1515 Dispadr: 8(x).491.2SO THE WORK WAS WAS NOT lnspeded in accordance with the requirements of the DSA/OSPHO/ PROJECT approved doqrments. WbathEr MATERIAL SAMPLING WASE WASNO'E] N/A EI Performed in accodance with DS&OSPH0/PROJECT approved doclrncnE. Project A.drnect Strualural ErEineer DSA Regional Ofrca Scfiool Oisfid Contrac{or Buibing Departmenl oate 09/13/2017PROJECT NAME. AIdi MOT STOTE # 3/I TIME ARRIVED.8:OO AM TIME DEPARTED 3:OO PMARcHITEcT: APD LUNCH TIME: .ENGINEER B&B AssOciAtES TRAVEL TIME SUB CONTRACTORcoNTRAoToR: ED GRUSH AoDRESS oF PRoJECT: 2830 S. BristolSt, Santa Ana, CAINSPECTION ADDRESS otr E NoE FIELD E NDE SHOP FIREPROOFING ANC H OR/DOVVEL tr trtr E cEILING vvlRE EPOXY trtr Dtr BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE trtr E MASoNRY f] HIGH STRENGTH BOLTING WELOING SHOP WELO TYPE OF INSPECTION E ENGINEERED FILL E FoUNDATION EI BAoK FILL sPECs:YENE APPRoVED sHoP DRAWNG Y EI N E SoTLREPoRTYENEOS^./OSHPD PROJECT APPROVEO OOCUMENTS AVAILABLE APPROVED PLANSYEINO MATERIqLS USEO BYCONTRACTOR (INCLUDE RESEARCH EQEUIPMENT USED BY CONTRACTOR: rI/oRK AREA: Foundation Floor REPORT NO. OR MATERIAL TEST REPORTS): NonYlal\Aleight Conctete. HiGrade Mix Observed epoxy for installation of 6 Horizontal dowels for connection between existing Masonry wall and new masonry wall in the following locations: Loading dock on lines !y[ and A.8 & 7. Observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air prior to placing Epoxy. Epory Set-XP was used expire date O5/20t9. Contractor followed the manutacture instruction for installation as well as ESR-2582 All above work was completed as per approved plans "detail 82 on Sheet # 5-301" and code. PERCENT PROJECT COMPLETE:REWORK AS PERCENT OF ALL WoRK TODAY: 0ol. MTG 1 urGl PRo.tEcrt: 5403A19 Perma r 10191322-17509 RoportaZPage1of1 Spsd trEpecton ReF.ts mug be d6utu&d to tlE lartE6lEted belo. utun 14 d6ys dthe rnspâ‚¬diIl wts d nGFcomplBllt cordn*r6 m'-d bâ‚¬ dE8rbuled mmcd6lely SeparaE Eports $all be Fepared fcr eaci type ot spâ‚¬oal r6pectEn on a daily tasB Eadr repo.t 6nan be co.nPHed End sgnâ‚¬d by the specâ‚¬l rns9â‚¬dor cD.dudir'g lhe I}IE WORK WAS WAS NOT THE WORK INSPECTED MEI DID NOT MEET lnspeclEd ln accordance with the requirements of the DStuOSPHO/ The requirements ot the PROJECT docrrments PROJECT approved doorments.Samples taken: \Albather: Cleaf lenp: 12 t MATERIAL SAMPLING WASE WASNOTE N/AE Perfomed in accordance with OSA/OSPHD/PROJECT approved docurnents. Sign.ture of Special lnspedor Maged Saad Corporata 2992 E L. P.krE Ave. St6. A Anaheim. CA 92806 T6l: 714.632.299e Fe\:71t6ts22974 Obp.tcfi: 8{D.491 29$ San Dicgofl mp.rial counly 6295 Ferris Squaro S16. C San tlâ‚¬!p, cA s2l2'l Tol: 85E.537.38â‚¬ Fax: 65E.537.3990 Dispatc+r: 888.844.s{EO lnl.nd Emrirc 1,1467 Merilian Pkt!ry.. Bldg 2A Rivorsite. CA 92518 Tel: 951.663.,(999 Fax i 961 .63.4668 Dbp.tch: 8m.i$1.29) DSA,/CITY Filâ‚¬ * _ DSA/OSHPO Appl. t OSA,ILEA ' - lndio ,1.191 7 Golt C.nbr PkYay., ste.1 lrdb. CA 9zz)l lrl: 780.342 .$n Fa\.7@ 3423525 Oirp.bh: Eoo.,l()l.iAgO DAILY INSPECTION REPORT certifcation #: lC oare: O911212017PROJECT NAME AIdi MoT StoTe f 34 TIME ARRIvED: 8:00 Al,rlME DEPARTEo: 3:00 PMARCHITECT: APD LUNCH TIME -TRAVEL TIME;ENGINEER: B&B AssociateS SUB CONTRACTORcoNrRAcroR: ED GRUSH INSPECTION AODRESS AoDREss oF PRoJEcr: 283O S. Bristol St, Santa Ana, Ca f] FIREPR@FING E ANCHoR/Dov\rEL E NDE FIELD E NDE SHOP O cErLrNG \MRE EI cltr O BATCH PtAIiT El PT coNcRETE E sHorcRETE E coNCRETE Etr O WELDING E SHOP WELO MASONRY HIGH STRENGTH BOLTINGtro TYPE OF INSPECTION O BACK F|LL ENGINEEREO FILL FOUNDATION SOIL REPORT Y E] N O sPECs: YE N fl APPROVED SHOP ORAWNG Y E] N EDSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANSY[INE MATERIALS USED BY CONTRACTOR (I CLUDE R EOEUIPTTENT USED BY @NTRACTOR: woRK AREA Fin;t and foundation Floor ESEARaH REPoRT No. o iAL TEST REPoRTS): NorrElwoil]ttt concrete, Hi-r36de Mix PERcENT PRoJEcT COMPLETEREWORK AS PERCENT OF ALL WORK TODAY: 0% cc Projed Arcfirteot Strudt.ral Emineâ‚¬r DSA Region6l Oficâ‚¬ SchoolOidrict Cont-actor Buildhg DeFrtmer{ Ownâ‚¬r Venlied Print Na lnspected the placement of 10 yard grout 2,500 PSl, ready mix f RS250G41 in the following locations: Trash enclosure from level -1'4"to +2'{" level, 1 Pilasters On grid line F& 5.6 from level + 5'-d'to level+10'-2". Grout was mechanically vibrated. lnspected the laying up of 8" CMU wall in the following locations: On grid line A between line 7 and 7.4 trom level 6'-8" To +10-8" level. On grid line 7.4 between line A and A.8 from level 6'-8" To +10-8" level. lnspected masonry unit for conformance to specification and Code. tnspected masonry mortar for proper mixing and handling. lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance. All above work is still in progress as per approved plans and code. MIG t CoDorate 2992 E La PalrrE Av6. 516. A Anahoim CA 92E06 Tol:714.632.2999 Fa,:7u.6322371 Oispotcfi: 800.491.2SO San Diegoilllpâ‚¬rial Coutty 6295 Fsrris Squ.rs Sls. C San Diâ‚¬go. CA 92121 Tel:858.537.39S Fax: E5E.537.3990 Dispatc*!: 888.844.5060 lnland Emdre 14467 M.ridi.n Pkvay., Bdg 2A Riv6rsilo. CA 92518 T6li 951 853.4)99 Fax: $1 .853-{686 Okpatch: 4m.491.29X) lrdio 4491 7 GoI Ccnter Pl$ay.. Ste.i lndio. CA 9220'l Tql]. 76 342.6n Fe\-7al 312 1525 CIsFbtr: 800.491.2SO MTGL PRoJEcTI: 5403A19 Pen tr'10191322-17509 Reponr A Page I o, I Specral lrEpâ‚¬aton Report mul bâ‚¬ disbtbubd to [le parE lded bebfl srlhtn 14 da)s ot the rmFad'o.l Repo.ts d norFcarnplort cdrdtivE mrd be dffirtâ‚¬d mmadobly THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEET DAILY INSPECTION REPORT OSA/CITY Fil6 I _ OSA/OSHPO Appl. , DSI,/LEA ' - lnspected in accordance with thâ‚¬ requiremâ‚¬nb oftho DSA./OSPHD/ PROJECT approved dooJmenb. \ily'aatheri MATERIAL SAMPLING WAS E WAS NOT f] t.I/A E Pcrformed in accordance with DSA,/OSPHD/PROJECT appDved documâ‚¬nts The requirements ofthe PROJECT doqrments Samples taken: Clear temp. 7 2 I re of Special lngpector lraged Saad Prinl Name cerlifEation #: ICC{457479 -.---2 PRoJEcr NAME] Aldi Mor Store # 34 oate:0911212017 ARcHrrEcTr APD TIME ARRIVEDT 08:00 AM TIME DEPARTED: 3:00 PM ENGINEER, B&B Assoc.ates TRAVEL TIME LUNCH TIME: - CONTRACTOR: ED GRUSH SUB CONTRACTOR INSPECTION AODRESS ADORESS oF PRoJECTT 2830 S. Bristol St, Santa Ana CA TYPE OF INSPECTION O ENGINEERED FILL E FoUNDATToN E BACK FILL tr D tr E coNcRETE BATCH PLANT PT CONCRETE SHOTCRETE E MASo RY E HIGH STRENGTB BoLTING E V\TELDTNG fl sHoPwELo E FIREPRooFING E ANCHoR/DoVâ‚¬L D NDE FrELo E NDE SHoP E cErLrNG r^tREtr_D-tr OSA.IOSHPD PROJECT APPROVEO OOCUMENTS AVAILABLE APPROVED PLANSYEINE SoIL REPoRT Y E] N Ef SPECS:YENE APPROVEDSHOP ORAWNGYE N E MATERIALS USED BY COTITRACTOR 0NCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Nonml\ l.ight Concrete, Hi6red6 Mix EQEUTPfTTENT usED BY coNTRAcToR: Boom lift, Harness, Chipping hammers, Wire brush and welding machines. vloRK AREA: Finst Floor roof Completed welds were visually inspected in the following locations: Canopy framing % " fillet weld between the L5X5X5/15 and HSS 10x4x1/4 as per detail A2 on sheet # 5-402 for connection at grid lines F&5.4. Welds were inspected for size, length, location and free of visible defects. Verified welders certificates as: Christopher Ponce LA license f,P031279 expire date 03/2018 and Rafael De Paz LA license fP030500 expire date O5/2O2O. All welding was performed as per approved plans and code. All work detailed above is still in progress as per approved plans and code REWORK AS PERCENT OF ALL WORK TODAY: O%PERCENT PROJECT COMPLETE cc Prolect Arch ecr Structuaal Enoineer DSA Regional Offce Sdlool Didricr Cont!'aclot BuildkE DeFrfne O ner Verilied by TTIIG 1 Corporatc 2992 E 1,, Palrn Avo. Stâ‚¬. A Anahâ‚¬im, CA 92806 rot 714 .862.2999) Fax:7146.12-?974 Dispatch: 8m.491.2990 San OiaooInlpcrial Cou'|ty 5295 Forris Square St6. C San Dhgo. CA r'121 Tol: 858.537.3999 Fax: 858 537.4990 Dlspdtch: E66.E 14.5060 lnland Ernrira 14457 Moritian Ptvry., BHg 2A Rivorside. CA 9251I T.l: 951.553.4999 Fax: S1.663.,1866 DBpatch: 600-491-2990 lrldlo 4491 7 Go[ Center Pkwy., Ste.1 lrdb, CA gzml I.L 7&.542-4477 F.':7@ 342 .4325 Erispatch: E00.491.2990 MTGL PRoJECfT: 5403A 1 9 Penrii I 01 91 322-17509 R6port, ? Pags 1 of 1 DAILY INSPECTION REPORT DSArc{TY File t _ DSA/OSHPD Appl. a OSAr'LEA ' - Separale rcports slEll be prepa.ed for each ttpe ol speoal nspeâ‚¬tion on a darly b6sis Eadr reporl shallbeco.npl# and sgned by the specElinspector conduclng the THE WORK WAS WAS NOT THE WORK INSPECTED MET OID NOT ET lnspected in accordance wilh the requirements of the OSNOSPHD/ PROJECT approved doc!ments. The requirements ofthe PROJECT documents Samples taken. \ resther MATERIAL SAMPLING WASE WAS NOT f] N/AE Performed in accordance with DSAJOSPHD/PROJECT approved docurnâ‚¬nt6. Clear temp: 72 f Prqect Arcf!itec,t Struatural Enginoer DSA Regional Ofrce School Distid Signature ot Special lnspedor Maged Saad Pnnl Name PRoJEoT NAME:Aldi Mor Store # 3/t Date: 09/11/20't7 ARCHITECT APD TIME ARRIVED 7:30 AM TIME DEPARTEDT 3:00 PM ENGINEER B&B Associates TRAVEL TIME LUNCH TIME: - coNrRAcroR: ED GRUSH SUB CONTRACTOR INSPECNON ADDRESS ADDRESS OF PROJECT: 2830 S. Bristol St, Santa Ana, Ca TYPE OF INSPECTION N ENGINEERED FILL O FoUNDATIoN E BACK F|LL E] BATCH PLANT E PT coNcRETE E SHoTcRETE E coNcRETE EIo E wELorNG E SHoP wELo MASOI.i RY HIGH STRENGTH BOLTING tro D NDE FtELo E NDE sHoP FIREPROOFIT.IG ANCHOR/DOWEL CEILiNG vvtREtrtr0tr DSAJOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANSYEIND SOILREPORTYENE]SPECS:YENE] APPROVED SHOP DRAWNG Y f] N EI MATERIALS USâ‚¬D BY CONTRACTOR oNCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): NorrElV\,leight Concrete, HiSIsdâ‚¬ MLr EOEUIPMENT USEO BY CONTRACTOR: woRKAREA First and foundation Floor lnspected the placement of 10 yard grout 2,500 PSl, ready mix # RS250G41 in the following locations: Trash enclosure from foundation level to -1'4" level. 4 Pilasters On grid line F.8 from level + 5'{" to level+10'-2". Grout was mechanically vibrated. lnspected the laying up of 8" CMU wall in the following locations: On grid line A between line 7 and 7,4from level 5'-4" To +6-8" level. On grid line 7.4 between line A and A.8 from level 5'-4" To +6-8" level. lnspected masonry unit for conformance to specification and Code. lnspected masonry mortar for proper mixing and handling. lnspected reinforcing steel for size, grader type, lab splice, secured locations and clearance. All above work is still in progress as per approved plans and code. PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALL WORK TODAY: 0olo cc Contractor Bullding O6p6rtment Ovrner Certifcation 7 t T o o San 0iaCo/lmpGd.l Colrfi 6295 Ferris Square, Suite C San Diego, CA 92'121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 800.491.2990 DAILYTNSPECTION DSITCITYFiIE* REPORT OSA/OSHPD APft ' OSA / LEA ': lnland Emplrs: 14467 Meridian Pkwy., Bldg.2-A Riverside, CA 92518 Tel: 95'1.653.4999 Fax: 95'1.653.4666 Dispatch: 800.491.2990 MTGL Projecl Permil , Rsport r_ PG_ 0F_ MIGr 18cllrrtcT TrutASSrvE0 .IIMâ‚¬ OEPARIEO E[GntfR t 5U8CoitIF CroB INSPECNON AOOAESS aDDS$S 0r PEoJICI IYPE OF II'SPECTIOII .1.' ENGINEERED FILL. FOUNOATION BACK FILL BATCH PLANT PT CONCRETE SHOTCREIE CONCREIE MASONRY IIIGH STRENGIH EOLTING t{rELo[{G SHOP WELO FIREPROOIING ANCHOR,/DOWEL NDE TIELD NDE SHOP - PULL/TOROUE TEST OSA/OSHPO,/PROJECT: APPR0VE0 D0CUiittlTS AVAITABLE: APPROVED PLAIS {b N SOIL REPORT, Y' iI SPECS: f\ N:, APPR0VED sHoP oRAwtilc Y {altBlaLs usED By comR cToR (xcLUDt 8E$anc$itP.0fi I0 0B uaIIBlAl. rTsr Bfpoflrs) AAIA, GFID UflES, PIECTS IITSPTCTED: iIBUCIUML I|OITS DET6L ORNfIS USTD 8[MA8(S /rr(Uoi46 ]l,ff Lf6S REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE rHE Wonr wAEtr-wAs NoT L lns@ted in accordaice rvilh the requirements ol the DSr/OSHPD/PflOJECT approvod documonts. THE WORI( IilSPECTEO MEIK DIONOTi,lEET Ihe requirements ol the 0SA/OSHPD/PROJECT approved documents W?,d]f]| L-L< rtt<-- L leng---/-Q--ArEBrlt sA Puitc wAS ,/vAs Nor r.r/&-\- Pedormed in accordance with DSATOSHPDnROJECT abpr0ved documents cc fnr,'-ffifip*hr k'spector Project Archilecl Structunl En0ineer DSA Regional oflice School Districl Contraclor Euildino Depanment 0wner Print Name Cerlificalion * U"r*A Cor?orelo: 2992 E. La Palma Avs. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 F?d.:.714-632.2974 , o(spa&h: 800.491.2990www.mtglinc.com r' t ^z Yg/ D 6ZUJI+ {II rtl+t I rr4 btL)rIr/LtI <-S Ll t\J(.7 ()F )N} P II ) Samolss blBn: tr-.) 1,4*ln TTITG I ColporCr 2992 E L, Paima Ave $e A Anaheim. CA 92806 1e1..714.63,.N9 Fa\:714.632.2374 Dispatch: 8o0.4s1.2990 5.n DlGgorlmp.rld Coullty 6295 Fofiis Square Ste. C San Di6qo, CA 92121 Tel: 858 537.3909 Far 858.537.3990 D'spatch: 848.844.5060 lnl.nd Emttirq 14467 Mendr8n Pl(wY, Bldg 2A RNerside, cA 92518 Tâ‚¬i: 951.653.49S9 Fax 951.653 4666 Diipatch: 800.491.2990 lndio 44917 Golf Conter Ph.rY Stâ‚¬.1 lndio, CA 92201 1ol. 760.Y2.16n Fa!760 342.4525 Disp8tch: 800.491.2990 MTGL PROJECT*: 03A19 Report lt -Page 1of 1 sG5l lrEoedbo R6oo.ts r|'El bâ‚¬ distbled to ule ptt6 r'r'd bdow s[para" r,ipo.t" *J e p.ep"."o tor s&h t]T. o( spccl'l rEf!'ton dr DAILYINSPECTION osAlcrrYFire# REPORT DSNoSHPD APPI *'- DSA,/LEA * ......-.- ,rtirh ! 4 deY3 o{ t E h4e.lhn Râ‚¬p..ts o, rD.}cdlTfsf cdldao"s nxld b' {t$rrb'lEd rn'nditldy H'rr, E'#i,;; *r't .i.Ua.a -'o *i"a q uE GpdT rEp'dd c"ldl6E t'â‚¬ Permit lt - lnspected in accordance with the requitements ot lhe Proiecl approved document6. MATERIAL SAMPLING WAS! WASNOTE N/A X Performed in accordance with Project approved documenb THE WORK INSPECTED t,'!ET DID NOT MEET The ,equiements of the Ptoiecl approved document6. Samplestaken: NA ParUy Sunny Temp 70"-76' 7A-,S ELrtqJu\ Proiect Ar.hitect Stuctural Engineer DSA RegionalOffice Sdlool Oi6trict Corftaqtor Building OepaJtnent Ovvner Signature of Special lnspecio. Mat Ecker Print Name Certification #: a Date: 9-,|4-17 PROJECT NAME: ALDI STORE ltt SANTA ANA TIME OEPARTED: '! 1:30 PmTIME ARRIVEO: 9:30 amARCHITECT: LUNCH TIME: Id{TRAVEL TtMEi ,.0 hrENGINEER SUB CONTRACTOR: (1) XPRESS CONCREETE CONTRACTOR: ED GRUSH GENERAL CONTRATOR ADORESS OF PROJECT: (SAME)STEETBRISTOL2830SOUTHADDRESS:rNspEcTloN CA,ANASANA CEILINGWIRE D D FIREPROOFING ANCHOR'DOA./EL NOE FIELD NOE SHOPSHOP WELD fl MASoNRY D HIGH STRENGTH BOLTII'IG EIYIELD*{G TYPE OF INSPECTION f] ENGINEERED FILL BATCH PLANT PT CONCRETE â‚¬IloICRETE CONCRETE rcUNDATION tsACK FILL trtr N SPECS: Y N[] APPROVEO SHOP DRAWING Y NBSOIL REPORT Y PLANS Y N AVAILABLE APPROVEDDSfuOSHPO PROJECT APPROVEO DOCUMENTS MATER REPORTSTESTORNO.IALREPORTNCLUDEESEARCHBYU9EDCONTRACTOR On srte, Lab rg3T (122 1 @ 10 3 %) CONTRACTORS EQUIPMENI/irIANPO,VER USED ( 1 ) 1 - Loador. 1 -Smooth drum roll, 2jumping iacks AREA. GRID LINES, PIECES INSPECTED (1) Loading dock approach on north slde of building STRUCTURAL NOTES DETAILOR RFIS USED: REMARKS. INCLUDING MEETINGS. On site as requested for beck fll obsenration and compadion tesung on base placement loading approaclt at above listed locations (1).Cortradors had alreadâ‚¬d placâ‚¬d matErial fir* and s"'ord test tadei rornttadoi rervoiked nlatsiai. Reiâ‚¬stedall base mdterial. Bad( Fillon slorm drain 95l)6 mix densty PERCENT PROJECT COMPLETE:REWORK AS PERCENT OF ALL WORK TODAY: TUIIG t MTGL PRoJECTT: 3f03A19 Penhit, 10191322-17309 ReportrlPa0elof'l Speqd hsFaioi Repo.E musl be Sâ‚¬paBte reports riali be THE WORK WAS WAS NOT DAILY INSPECTION REPORT Corporalc 2992 E La hlrns Aw. Sls. A An.h6in. CA 92806 Tolr 711.632.2999 F.x:714.6i2.2371 oisp.ich: 6q).491.2990 Contrador Buildhg Dep6ftner{ Owner San Diagormperi.l County 6295 Forris Squ!.. sl.. C Sen t ego. CA 92121 Tel: 85E.537.3999 Fax: 856.537.3()90 Dispatch: E88.a?ta.5060 lnlend EmFir. 14467 frori,an plffy., BldO ZA Rive6{re. CA 9251S Tâ‚¬l: 951.653.,1990 Fax: 951.853.{686 oisP.tct: aoo.4g.t.2g9o l.rdlo '1491 7 Gotr Cenbr ptwy.. Ste. 1 lndio- CA 92201 lel 7il.U2.6n Fax:?@.342.4525 Oispolclt: 800.,191.2990 dEtrituEd to OE p6rtâ‚¬6lded beb, lor e6dl ttIE ca spâ‚¬aat 'nsped,on on wthin 14 daF d the rEpedo.l.Rlro.ts d nqlcqnplbri co.ldituis mu< bâ‚¬a d&ly ba.!. E cfi rsro.t stEfl be co.npt tâ‚¬d a.!d .{rEd by tle specral r6pe0lcx cfid(Etng UE THE WORK INSPECTED MEr DID NOT MEETlnspected i PROJECT n ac.ordance with thâ‚¬ requtrements otthe DSAJOSpHD/ approved doqJment6. The requiEmâ‚¬nb ofthe pROJECT doqrments Sampbs taken: Clear Temp: 77 tMATERIAL SAMPLING WAS E] WAS NOT E iI/A E \4/â‚¬AthCT: Porformed in accordance with DSA/OSPHD/PROJECT a;roved documents, cc Proied Ar.fiitecl SkucturEl Erâ‚¬ineer DSA Regionat Ofice School Disldct srg of SIEcal lnspedor Maged Saad Pnnt Name Certification #: ICC 79 Verified PRoJECT NAMEi Aldi Mor Store # 34 Date. 09/08/2017 ARCHITECT: APD TIME ARRTVED: 08:00 AM TIME DEPARTED: 3:OO PM ENGINEER B&B Associates TRAVEL TIME LUNCH TIME: . coNTRAcTOR: ED GRUSH UB CONTRACTORs INSPECTI ON ADDRESS ADORESS OF PROJECT.2830 S.Bristol St,Santa Ana CATYP EeE OF INSPECTION NGINEEREO FILL E routonrrolr BACK FILL TCH PLANT PT CONCRETE D sHorcRETE CONCRETE MASONRY HIGH STRENGTH BOLTING El wELorNG SHOP WELO Dtr REPROOFING E ANcHoR/DowEL NOE FIELO NDE SHOP G TA4REcEr APPROVEO OOCUMENTS HPD PR LE APPROVED PLANS Y Nfl SOIL R N NAPPROVED SHOP DRAwlNG Y SPECS:N MATE USE HR \ r'oRK AREA First Floor roof BYCONTRACTOR (INCLUDE RES NO, OR MATERIAL TEST R lYveight Concreto, Hi-rsrade A & B and lines 5 & 6.4 to angel and f/2,,rod as per detail C2 on sheet # S_ Welds were inspected for size, length, location and free of visible defects. Verified welders certificates as: christopher ponce LA ricense #p031279 expire date 03/201g.All welding was performed as per approved plans and code exceot the followlnq item is innoncomoliance with plans: As per sheet # S-111 '? joists should be reinforced which are located between lines A & B and lines 5 &6.4" Welding contractor is only reinforcing the middle 2 joists. Engineer need to be notified with the above mentioned issue. All work detailed above is still in progress as per approved plans and code. Completed welds were visually i -Reinforcing joist between lines 405. nspected in the following locations: TODAYREWORKPERCNTEOFALLRwoK lo0 P E CR NE T PR OJ EC cT OM PLETE: DSA/CITY F'lo a _ DSAOSHPO AIf{. , OSA/LEA ' EQEUTpMENT usEo sycoNrRAcroR: Boom rift, Harness, chipping hammers, wire brush and werding machines. TTIIG I Corporete 2992 E Lr hlrE Ave. Stâ‚¬. A Anaheim. CA 924)A Tel: 714.632.299e Fax 711.6ts.2.?924 OBpetcn: E0O.491.2990 San Di.golmperisl Countv 6295 Farris Square ste. CS.n 0ie9e, CA 9212i Tol: 858.537.3S Far: 85E.537.3990 Oispatch: 84a.8/tzt.So@ lnlsnd Errplr. 1,1467 Merdi.n prwy., Btd0 2A nrv.rBitto. CA 925.t8 Tel: 951.653.4999 Fax: 061.653.,t666 Dtsp.tch: 8@.491.2990 l.tdio i!19'17 Gott Cenbr pkv.y., Slo.1 lridb. CA 92201 leli 7*.U?.46T2 F.x:7d).3,t2.4525 Obp6tch: 600.491 .2990 MTGL PROJECT', 'IO3A19Permiu 10191322-17509 Rsport I a Pag. 1of 1 DAILY INSPECTION REPORT DSA/CITY Fits t _ OSA,OSHPD Appt. , DSA,/LEA 'Specil trcFdion Reports lnusI be OsElbuted to tie PartPs llsted bebw ffthrn I a Repoahd rlo.t-complBrn co.tdtt,({B hld bâ‚¬ distrbursd mnEdEE{yc cqnplâ‚¬Ed and sgrEd by uE spâ‚¬crst rt6pâ‚¬dor Eructrlg tE SeparEia reports shallbe Prepared tor eadt type of s.râ‚¬,--, i.ErEcton on a da y days d the nsr,ection THE WORK WAS WAS NOT lnspected i PROJECT n accordance with thc requirements orthe DStuOSpHD/aPproved documenb THE WORK INSPECTED MET OID NOT M-ETTlle requirâ‚¬ ments of the PROJE CT doqJments Samples taken MATERIAL SAMPLING WAS E WAS NOT EJ T,I/A f] h/EAhEf; Po.iormed in accord.nce wi$ DSA./OSpHD/padJeCi a-pprovea aocumens. Clear lenp 7 2 I of Specral lnspedor Maged Saad Print Name Certilication #: ICC PRoJECT NAME: Aldi M or Store # 3.{ Date: 09/08/2017ARCHITECT:APD rlME ARRTVED: 8:0O AM T IME DEPARTED 3:oO PMENGINEER, B&B Associates TRA VEL TIME LUNCH TIME: -ONTRACTOR ED GRUSHc SUB CONTRACTOR INSPECTIO N ADDRESS BristolDRDPOFEROJTc2830S.Santast,CaAna,NS PECTIONtrLLENGINEERED FOUNOATION BACK FILL trtr EATCH PT CONCRETE SHOTCRETE CONCRETE D HIGH STRENGTH BOLTING WELDING MASON SHOP WELD FIREPROOFING E ANCH oR/Dovl,El E NDE FIELD D NDE sHoP CEILING WREtr 0SA,iOS HPD PR CT APPROVEO DOCU MENTS D N VAILAALE PLANS Y SOIL REPORT Y N N SPECS: Y DRAWNG YAPPROVED S HOP EQEUIPMENT USEO 8Y CONTRACTOR: \ /oRK AREA: First and foundation Floor R NonnalH REPORT NO OR MATERIAL Concrete . Hi4rade MATERIALS USED CON TOR (NCLUOE R One set of 3 grout samples were taken. lnspected the laying up of 9,, CMU wall in the following locations: On grid line A between line 7 and 7.4from level dO,,io +!<,, level.On grid line 7.4 between line A and A.g from level 0,_0,,To +S-4,, level.lnspected masonry unit for conformance to specification and Code.lnspected masonry mortar for proper mixint and handling. lnspected reinforcing steer for size, grade, type, rab spricelsecured locations and crearance.All above work is still in progress as per approved plans and code. To n s htpected lace m ntp ,t 1 7 rd u tyagro 00,5 are d ixm #RS25v 10G4 n ht fo lo loca nstion8ondnA.neI 5 betwee n n e5 7 a6 7nd 4 fro m fo U nd at ton eve to +0'8 leveonrdn7e6betweenn5.5 na d D from fo nu ad t o n to +0'-8"leveonndAnenbetweeen7adn74from0'-0 +54 leveonrdn7e4IbetweenneAnadAfromeEVo'T +-45 leve G ro ut a s m ec h na ca b rate d REWO ASK cPER OFENT ALL WOR TK o o o%RPE Ec PNT cROJE T COMP EL TE cc Project Ar.fitect StruduEl ErEineer DSA Regbnal Oflice School Distdd Contractor Building Deportmenl Owner Vertlted byi 4 PSt, level level MIG I Corporata 2992 E La PakrE Avo. Ste. A Anaheim, CA 92806 T6l: 714.632.2990 F.x: 714.6o2.297 4 ofsPatch: Eoo.491.29â‚¬o S.n Oi.gon.r?e.ial Couity 6295 Ferris Square Slo. C Sen Dogo, CA 92121 Tsli 850.537.33S9 Far : 454.537.3990 Dispâ‚¬tch: a8a.844.5060 lnl.rd EmEirc 1/1467 Meridi.n Ptwy., Bldg 2A Rivâ‚¬rsk â‚¬, CA 92518 T.l: 951 .653.499e Flx: 951 .653.4666 Ol3p6tchi 8@.491.2SO rdb 44917 col, Contor Ptwy., Ste.l lndio. CA 9220'l Tot:7@.342.4677 Fax.7@342.4525 Ct pâ‚¬tch: 8OO.,191 .2990 Spe<jal lnspecton ReporE mud be disffirted to SeperaE repo.l6 $allbe gegared tr eaah type tjre partlâ‚¬s l6led Dero, wihrn 14 dq6 0r the rEpâ‚¬ctul Repoats cl noartoanptar* drdnlorB mLd be dffirâ‚¬d mmedEbty oa Epeoal inspedroo on a da't brsrs Eadr rcgo.t sh.lt be co.nplebd a.rd cgfled by the sfcrd irEpâ‚¬dor cordud,rE U,e MrcL PRolEcrt: 54{l3Al 9 Pelmi, 10191322-17509 Repod, 3 Page 1 of 1 Proiect Architect Strudural Engineer OSA Râ‚¬gional Oftce Sdrool Distil DAILY INSPECTION REPORT OS^JCITY Filâ‚¬ t _ DSA./OSHPD Appl. a. DSA,/LEA ' - THE WORK WAS WAS NOT lrEpecied in accordance tvith the requirements ofthe DSA,/OSPHD/ PROJECT approved (bcumenE. VW6ther MATERIAL SAMPLING WASE WASNOTO N/AE Performod io accord.nc. with DSA./OSPHO/PROJECT .pp.oved document6. THE WORK INSPECTED MET DID NOT MEET Thâ‚¬ rcquirements ofthe PROJECT doqJments Sample8 taken: Clear renp 77 I Contraclor Building Depadment Srgnaturâ‚¬ of Special lnspedor Maged Saad Certrficatron #: Print Nnme PRoJECT NAME.Aldi Mor Store # 34 oare: 0910712017 TIME ARRIvED: 8:00 AM rlME DEPARTED: 3:00 PM ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME: - CONTRACTOR: ED GRUSH SUB CONTRACTOR INSPECTION ADORESS ADDRESS OF PROJECT. 2830 S. Bristol St, Santa Ana, Ca E ENGINEERED FILL EI FouNoAroN BATCH PLANT PT CONCREIE SHOTCRETE CONCRETE trtr TYPE OF I BACK FILL E HGH STRENGTH BoLTINc MASONRY WELOING SHOP WELO EI FIREPR@FING EI AMcHoRDor rEL E NDE FIELD D NDE sHoP CEILING l^,lRE trtrtr DSA,/OSHPD PROJECT APPROVED DOCUMENTS AVAILAALE APPROVED PLANSYENE SOIL REPORT Y E] N E APPROVEO SHOP DRAWNG Y trNnSPECS] YENE EOEUIruENT USED BY COI{TRACTOR r/voRK AREA First Floor MATERIALS USED BY CONTRAC TOR (INCLUOE RESEARCH REPORT NO OR MATERIAL TEST REPORTS): NorrEt W6iJhtboncrâ‚¬toJf iâ‚¬rade M'x lnspected the laying up of 8" & 12" CMU wall in the following locations: On grid line A.5 between line 7.6 and 7.4ftom level -1'{,,To level +O-8,,. On grid line 7.5 between line A.5 and D from level -l'4" Io level +0-8,,. Trash room walls from foundation level to level -1,4,,. lnspected masonry unit for conformance to specification and Code. lnspected masonry mortar for proper mixing and handling. lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance. All above work is still in progress as per approved plans and code. REWORK AS PERCENT OF ALL WORK TOOAY, O%PERCENT PROJECT COMPLETE cc Veritud 79 ARCHITECT: APD MIG I San Oicgorlrnperial County 6295 Ferris Squaro Ste. C San Dhgo. CA 92121 Tel: 658.537.3999 Far: 858.537.3090 OLpatch: 8aA.A,14.5060 MTGL PRoJEcTt: 5f{13A19 Pemrt * 10191322-17509 Roporta?PagpIot1 Speoal l,l6pecton RepoaE muC be d,$rbulsd to SeFrdle reports $all be p.epaed ba eBch t)re THE WORK WAS WAS NOT THE WORK IN lnspected in accordance with the requirements ot tie oStuOSpHO/ PROJECT approved documents. V\reather: MATERIAL SAMPLING WASE WAS NOT E] N/AE Performed in accordance with DSA/OSPHD/PROJECT approvâ‚¬d doqrnentE. Co.poralc 2@2 E La tulrra Av6. St.. A Anahoim, CA 92E06 Tel: 7'14 632.29S Fax|71t.6322971 Dbp.tch: a@.4e1.29eO lnland Emplre 14467 Mâ‚¬ridian Pkwy., Bldg 2A Riversiro, CA 92518 Telr 951.653.,t999 Fax: 961.66:|.,tâ‚¬56 Dispatch: a00.49r.2Sâ‚¬O lrdb rl49'l 7 Golt Câ‚¬nbr Phdy., Sto.l lndio, CA 92ml I.L 7@312A6n Fax:78).342.4525 D.3p6bh: aoo.491 .zâ‚¬oo DAILY INSPECTION REPORT DSA/CITY Frb , _ DSAOSHPD Appl. I osr,/LEA, _ EelF-lsl try ",t'rn 1 4 da,rc_c, the rEctectiro Repo.ts o, nsrconprarr Edituls mud be dEuthrred rnrEd6Ety or spec{d rlspe.ton 0n a daity b6$6. Eadl leport shall be compteted 6rt sgned by the speoat il6pedo( drdudirE tllâ‚¬ DID NOT MEET The requirements ofthe PROJECT documents Samples taken: Clear lemp: 77 f Project Architect St udu-al Eruineer DSA Regionel Otrce S.fiool tHrid Contractor Building Oep6rtmerrt Srgnature of Special lnspedor Maged Saad PRoJEcr NAME Aldi Mor Storo # 34 oate. O91O712017 ARCHITECT: APD TIME ARRIVEO 7:00 Atl rIME OEPARTED 3:OO PM ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME; - CONTRACTOR, EO GRUSH SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECI: 2830 S. Bristol St, Santa Ana, CA TYPE OF INSPECTION E ENGINEEREo FILL D FouNDATIoN 0 BACK F|LL ff BATCH PLANT0 PT coNCRETE O sHorcRETE E coNCRETE E MASoNRY E ttcH STRENGTH BoLTTNG E WELDING D SHOP WELD trtroo FIREPROOFI}iG ANCHOR/DOIVEL NOE FIELD NDE SHOP trEtro CEILING l,uRE EPOXY DSAJOSHPD PROJECT APPROVEO DOCUMENTS AVAILAALE APPROVED !!4!SYEINE sollREPoRiyEilF SPECS:YENE IPPROVED SHOP ORAWING Y E] N O EQEUIPtIEt{T USED BY CONTRACTOR vvoRK AREA: FOUndation FIOOr REPORT NO TEST REPORT ilonrla|\ /â‚¬ight Concietâ‚¬. Hi-t3rade MixMATâ‚¬RIALS USEO BY CONJRAC (I}.ICLUDE R ation of 5 Horizontal and 10 vertical dowels for connection between existing Masonry wall and new masonry wall in the following locations: Loading dock on lines A & A.8. Observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air prior to placing Epoxy. Epoxy Set-XP was used expire date 07 /2OL9. Contractor followed the manufacture instruction for installation as well as EsR-2692 All above work was completed as per approved plans "detail 82 on Sheet # 5-301,, and code. Observed epory for install RE\A/I3RK AS PERCENT OF ALL WORK TODAY, O%PERCENT PROJECT COMPLETE; cc Certification #: ICC 479 TTIIG Corpord. 2892 E La hkrE Aw. St!. A Anaheim, CA 92806 T.l: 714.ffi2.2999 F.x:714e32:g74 Dispotch: 8m..â‚¬1.2S0 Sln Oiegolrperial Cour v 6295 F6rris Sauarâ‚¬ $o. C San Oiego. CA 92121 Tel: 856.537.3999 Fax: 858-537.3990 Disp.tch: 688.E 44 50@ lrdb 44917 coI CohtEr pt!ryy., St .llndb. CA 922()tr.t 7@.312.46n F6\:7@.3423525 Disp.bh: 800.491.2990 MrcL PRolEcB:5403A19 Pâ‚¬.rrd, t0191 322-1 7509 Roportr l tugâ‚¬ 1 of .l Reflqts mun be ct*DuEd tc ItE PanEs l6H betftwitun 1!Separate rEports gtall be prepareO ID. e&n tyIE oa dals oa non@mptlart coft,tlo.ls mud bâ‚¬speosl nspectioo on a daly basls Eadl repoi sha cofipteted and sgned Dy the Epeoal THE WORK WAS WAS NOT THE WORXtnspeded i PROJECT n accordance with the requiremonts ofthe DStuOSpHD/approved doqhents. MEI DID NOT MEE-The requirements ofthe pROJEC T documents Samples taken MATERIAL SAMPLING WASE WASNOTE N/A Et VlbAthET: Perfomed in accordance with DSA,/OSpHD/pR-ECl afrmveO Ooanrrnls Clear Temp: 77 f Projeci Arcfiitect Skudur3lEngineor DSA Regbnat Office School Digact Contraclor Building Oep6rtneri Ovrner Signa ture of Special lngpedor Maged Saad Pdnt Name Certilication #: ICC{457479 PROJECT NAME: Ald i Mor Store # 34 oate. 0910712017ARCHITECT:APD TIME ARR,VED: 08:00 AM rlME DEPARTED: 3:OO pM ENGINEERT B&B Associates TRA VEL TIME LUNCH T]ME: -CONTRACTOR: ED GRUSH su8 c ONTRACTOR INSPECTI ON ADDRESS ADDRESS OF PROJECi 2830 S. Bristot st,Santa Ana CAT D tr toN ENGINEERED FILL FOUNOATION BACK FILL EOF EATCH CONCRETE E PT coNcRETE E SHoTcRETE HIGH STRENGTH SOLTI}IG VVELDIT,IG MASONR' SHOP WELD FIR EPR@FING ANCHOR/DOWEL E NDE FIELD E NDE sHoP CEILING \^,/lREotr D0sA/o SHPD PROJECT APPROVEO DOCUMENTS AILABLE APPROVED PLANS Y N PORT YsorL N N SPECS:Y N APPROVED SHOP DRAWNG Y EoEUrpuENr usEo By coNrRAcroR: Boom rift, Harness, chipping hammers, wire brush and werding machines. TERIAL TESi woRK AREA: First Floor roof E RIALS USEO AY CONT TOR (INCLUDE RESEARCH R EPORT NO OR Nonnall l6ight Con6ete , Hiâ‚¬rads Mix welds were inspected for size, rength, rocation and free of visibre defects.All welding was performed as per approved plans and code.verified werders cerflficates as: christopher ponce LA ricense fp031279 expire date o3/201g.All work detailed above is still in progress as per approved plans and code. Completed welds were vizu -Reinforcing joist between I 405. ally inspected in the followi ines{&!and lines Q & 6.4 ng locations: to angel and l/2,, rod as per detail C2 on sheet # S- R EWO KR PAS RE C ENT OF ALL KWOR T o YDA 0%EP R CE PNT OJR CE T COMPLE TE: cc Vâ‚¬rilied by g-6L^-^ lnl.nd Erndr. 1 4467 Meririan pkwy. , Btdg 2A rirueErde. CA 9251a T6l: 951 .653.{999 Fax: 951.S3.it866 Disp.tcfi : 800..t0t.2S90 DAILYINSPECTION Ds&crryFler_ REPORT DsA/osHPD Appr. , DSA,/LEA ' - [IIG 1 Corpo.aL 2992 E L. Prlfta Aw. Ste. A Araheim, CA 92606 Tol:7t4.(xi2.2999 F^\:714.6.2?g71 Oispâ‚¬tch: 86 ,{91.2990 San DiegonnFcrial Cou,rty 6295 Fsms Squars St . C San Diogo, CA 92'121 T6li 858.537.3999 Fa!: &58.537.3990 Dbpalch: 884.844.5060 lnlsnd Eillt ire tzl467 Meridian Pkyar., Btdg 2A Riversiio, CA 92518 Tel: 951.653.,1999 Fax: 961.663.4566 DisF.tchr 0@.491.2990 lndb rgl917 colt Cent r Pkry),.. S1e_I lndio. CA 92201 r*.7@.312.46n Fax:7@.U2.4525 oisFbn: 8fi).49.t 2SO MTGt- PRoJEcrr: 5403A19 Pem* r 10191322-17509 RcporttlFage I o{ 1 special lnspectjon Reports mir$ be dlstituted tc the partres lisH beki, r{thio 14 da}6 of the inâ‚¬pedi,t ReportE ot Doo-comptaant coodrt|orls must b. dlsuuledSâ‚¬perrte reports $all be prepared to. e&h lype ol6peo3l nspediyl on s dary b6s6 E d1 repo.t stlall be coanplâ‚¬ted ard sqned !y thâ‚¬ Epectal rcpedd THE WORK WAS WAS NOT THE WORK INSPECTED OID NOTlnspecled in accord6nce with the requirements of the DSA,/OSPHO/ PROJECT approved document8. WeEther: MATERIAL SAMPLING WASO WAS NOT E] N/AE Perlormed in accordance with DSA"/OSPHD/PROJECT approved documents. Thâ‚¬ rgquirements ofthe PROJECT dodrmcnts Sampbs taken: Clear Temp: 77 I s ofs pecial lnspector Maged SaadContractor Buildlng Oepanmern Osrner Print Name cenificatron #: ICC{457t179 PROJECT NAME AIdi Mor Store # 34 oate: 09/06/2017 ARCHJTECT: APD TtME ARRIVED, 07:OO AM TIME DEPARIED: 3:OO PM ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME . CONTRACTOR, ED GRUSH SU8 CONTRACTOR INSPECTION AODRESS ADORESS OF PROJECT: 2830 S. Brislol St, Santa Ana CA INSPECTION BACK FILL O ENGINEERED FILL E FoUNDATToN trtr BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE MASON HlGH STRET{GTH BOLTING IAiELDING SHOP YVELO o FIREPR@FING ANC HOR/DOiA,/EL NDE FIELO NDE SHOP CEILING WREtrtr OSfuOSH PROJECT APPROVED DOCUMENTS PLANS Y N AVAILABLE APFROVID SOIL REPORT Y N Ntr SPECS: Y N APPROVED SHOP ORAWNG Y EoEUTPMENT usED By coNrRAcroR, Boom lift, Hamess, chipping hammers, wire brush and $relding machines. MATERIALS D BY CONT (rNcLU RE NO OR MA TEST RE l ioRK AREA: First Floor roof hl Concrste. Hiarad6 Mix welds were visually inspected in the following locations: -Reinforcing joist between lines ! & Q and lines Q & !.1[ to angel and !/2" rod as per detait C2 on sheet # S- 405. Welds were inspected for size, length, location and free of visible defects. All welding was performed as per approved plans and code. Verified welders certificates as: Jeffery Rodgers license #PSF 046, Boris euinanilla AWS and Divan Michell license # PSF 149. All work detailed above is still in progress as per approved plans and code. Completed ER RWO ASK ERP ENC oT ALLF KWOR DATOY 1Yo PERCENT PROJECT COMPLETE: Verified DAILYINSPECTION DSArcrwFirer_ REPORT Dâ‚¬A/osHpo Appr., DSAr'LEA 4 _ Proied Arrhite.t Structural ErEinee, OSA Regional Ofrce Scfiool Dislrid ilITG Co,porala 2S2 E La PalnE Avo. St6. A Anaheim, CA 92@6 Tel:714.632-2999 Faxt 714.632.2974 oispatch: 8@.491.2990 San OicgoilnEE ial Coudy 6295 F6ris Square $e. C Sen O.go, CA 92121 Telr 858.537.3999 Far: &56.537.3990 Oispdldl: E68-6,{4.50@ lnl.rtd Emtire 1/1467 Moridbn Pkv/y.. Btdg 2A Rivorside. CA 92518 Tel: 951.653.4993 Fax: 951 .853.,1666 Dbpetch: 800.491.2990 rl49l 7 Gol, Csnbr Pl(wy.. Ste. I lndlo. CA 9220 tf.t 760312!6n F.x:760.342.4525 DisFbn: 8o0.a9l .2990 Speoal lnEpecton Repoals must bâ‚¬ dlsfihrted to Sepalate reports shall be prepared tor eaci type o," part*s lbrEd bâ‚¬b* wrihn 14 da* or rhe r*ectffr R"po.ts ct non compr.nr coodiions n',uc be d*trrbuled imr*d.Eryor speoa, rnspedon on a da y ba6s. Ea.i Epo.t shal b.;;d.rJ;; "je;; titij" "ilijii,iio. *,o.n p u. lnspected in accordance with the requirements otthe DSA,/OSpHD/ PROJECT approved doc{,ments. MATERIAL SAMPLING WASD WASNOTE N/AE Performed in accordance with OS OSpHD/pROJECT approved docurnents. DAILYINSPECTION DsA/crryFire._ REPORT DsAr'osHpD Appr t OSA/LEA ' - THE WORK INSPECTED MEI DID NOT MEEI The requirements ofthe PROJECT doâ‚¬uments Samples taken: Weather.Clear fenp: 77 t MTGL PRoJECTI: !003A19 pemn r 10191322-17509 Report t 2 PaOo 1 of 1 THE WORK WAS WAS NOT Proiecl Archttecl Struclural Engineer DSA Regional Office School Distict Contrador Building DeFrbnent Signature of Spedal tnspector Maged Saad PROJECT NAME] AIdi Mor Store # 34 oare: 09/06/2017 ARcHITEcT: APD TIME ARRIVED, 7;OO AM TIME DEPARTED: 3:OO PM ENGINEER: B&B Associates TRAVEL TIME:LUNCH TIME: - CoNTRACToR: ED GRUSH SUB CONTRACTOR INSPECTION ADDRESS ADDRESS oF PROJECT:2830 S. B ristol St, Santa Ana, CA OF INS BACK FILL O ENGINEERED FILL E FoUNDATToN H PLANT PT CONCRETE E SHoTCRETE CONCRETE RY SHOP WELD E H|GH STRENGTH BoLTING E wElorNG FI ANC H OR/DOV\./E L NDE FIELD NDE SHOP CEILING VT,IR E E EPoxYtr_ APPROVED DOCUMENTS ostuosH ROJECT NPLANS Y SOIL EPORT Y N NE] SPECS:Y N APPROVED SHOP ORAWNG Y EOEUIPMENT USEO BY CONTRACTOR t /oRKAREA: Foundation Floor TEST RE NorrEl , Hi-Grade Mix MATERIALS USED BY coNTRACTOR (l NCLUOE RESEARC H REPORT NO. OR MATE new concrete ramps in the following locations: External ramp 4" thick slab between lines 5 & 5.S. Observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air prior to placing Epoxy. Epory Set-XP was used expire date OS/2019. contractor followed the manufacture instruction for installation as well as EsR-250g All above work was completed as per approved plans "detail 82 on sheet # s-301,, and code. Observed epoxy for installation of 7 Horizontal d owels fo r connection between existing Concrete Slab and EWOR KR PAS RE ENTc OF ALL KWOR oT YDA lvo PERCENT PROJECT CO[ilPLETE: Certrfca Prinl Name MTG 1 Corporat. 2S2 E La Palma Avo. 516. A Anah6im. CA 92805 Tel: 714 632.29S F ex: 71 1.A2 E7 1 Oisp6tch: 8@.,t91.2990 San Dicgofl npâ‚¬aial County 6295 Ferris Squaro Ste. C San Diâ‚¬go. CA 92121 Tel: 858.537.3999 Fax: 858.537 $9O Dispatch: 866.E44.56O lnl.nd Emd.. 1,1467 Meridisn Pkwy., Bldg 2A Rivelsade, CA 92518 TGI: 951 653.4990 Fax:951.853.{666 Dispatch: 6@.491.2So lndio 44917 Gol,Cant r Pkwy, Ste.1 lndio, CA 92201 ror 7@342ign Fzx:l@ .342!525 Disp6dr: 600./t9i .2990 Speoal lnspectjon Repoals must be SeDarEte reports stralt be prepared dlshtuEd b the garues l6tsd beb, lvllnn '!4 .tays-ol the nspâ‚¬<lro.r Râ‚¬lo(ls ot non comptlant condfto.ls mud bc ddrihrted mrnedBlâ‚¬tyIor each lrpe of speoat rEpectir on a da'ty bas6 eaAr rcporr sU Ue &"p*o;;-";;;;;.F".r r*p.dcx co.du.tnp the MrGL PRoJEcrt: 5403A19 pemrt I 10191322-17509 Reporlt{Pagelofl THE WORK WAS WAS NOT DAILY INSPECTION REPORT Inspecled in accordance w h the rBquirements ofthe DSA,/OSPHD/ PROJECT approvcd doqrments MATERIAL SAMPLING WASE WASNOTI] N/AEI \AbAIhET: Performed in accordance y/ith DSA,/OSPHD/PROJECT apprcvod doclrnents. THE WORK INSPECTED MET DID NOT MEET TIE requirements ofthe PROJECT do.uments Samples taken: Clear temp: 77 I of Speciai lnEpedor Maged Saad Prinl Name Cenificatrcn #: ICC 79 Vefllied cc Project Archit.c,t Strudural Engineer DSA Regional Ottrce School Dbtrict Contractot Building Dâ‚¬pâ‚¬rtmern Owner PROJECT NAME:A|di Mor Store # 34 oate. 09/06/20 17 ARCHITECI: APD Architectu16 IIME ARRIVED: 7;OO PM TIME DEPARTED: 3:OO PM ENCTNEER: B&B Associates TRAVEL TIME LUNCH TIME: - CONTRACTOR, ED GRUSH SU8 CONTRACTOR ECIION ADDRESS]NSP OF PRoJEcTT 2830 S Bristol St, Santa Ana,AODRESS EACK FILL TYPE OF INSPECTION O ENGINEERED FILL E FoUNDATtoN otr AATCH PLANT PT CONCRETE SHOTCRETE CONCRETE MASONRY El H|GH STRENGTH BoLT|NG D wELorNG E sHoP ! /ELo FIR NDE SHOP E ANcHoR/DowEL E NDE FrELo CEILING wlRE 0sa/os HPO PROJECT APPROVED DOCUMENTS PLANS Y APPROVED NE SOIL RE TY N N SPECS:Y N APPROVED SHOP ORAWNG Y EOEUIPMENT USED BY CONTRACTOR l4roRK AREA First Floor RES REPORT NO. OR MATERIAL T T REPORTS)r Nonral Weight Concrete, Hi6â‚¬de Mix MATERiALS USEO BY CON (rNcL concrete 4,000 PSI Ready mix # 52403 in the following locations: 5 & 5.5. Shopping cart Curb on lines F, F.8 & 5.8. All areas of concrete placement were clean of all deleterious materials. Reinforcing steel was secured against displacement. Concrete was mechanically vibrated. All concrete placement inspected and detailed above has been completed as per approved plans and code. lnspected the placement of 10 Cubic yard External ramp 4" thick slab between lines EWOR KR AS P RE ENc oT ALLF KWOR DATOY 0o/o PERCENT PROJECT COMPLETE OSATC|TY Filo t _ DSA,/OSHPO Appl. t DSATLEAt _ #ffi tr*.*Ef-ffi fl;*u: Ste. A MIGT PROJECIT s403Ar9 Pemttt l0lglJ22-1tsoe ReDon l1 o1g" 1 Prorect Arcittect Strudural Engineer DSA Rcgion.l Otrcâ‚¬ Sdrool Didrid DAILY,NSPE CT'ON REPOR T , Bioo ze ,Ddi OSArc,rY FTâ‚¬ , DSA,/OSHPD Appt. , , Sre., THE WORK WAS WAS NOI MATERIAL sAMpLrNc wnsE wAsNoro N/A fl Performed in accordanco with DS OSPHD/PROJECT approved docunrents. INSPECTED MET DID NO MEETE lrupâ‚¬ctod in Eccordanoe wlth the r.quirement otth! OSTOSPHD/ Th. rcquircrncnts ofthc PROJECT documcnis PROJECT approved doorments. Samptestaken: weather: Clear temp: 77 t re of Special lnEpeclor Magod SaadContractor Building Depadmed Certification #: PR OJE ct ME A ,di or Sto re#34 ARCH]IEC r APD Oate:0 1 7rIMERRDIVE700AM ssociateENGINRB{t B A s PARIE :0TIMEDE03 P0 MTRAVELrtue : ON TRA c TO R E D G R SU HINShADD ACTOR llrN o 0 R ESS OF cPROJE T:2830 S St,Santa Ana,Ca FI R E N LCEI ING â‚¬RANCHoRiDor'yE L trNDDEFIELoD N SDE HOp OF TION ED NG EIN E R ED LFI tFOIJnTDAtoN BACK FIL! NPLA T PT coNC R str HOTCR Elts coNC RETE HGX STRE GTH BOLTINGtr SHOP WELOHsr'roS PR OJ PA P R D CUDO E E APPRsN SOIL R TY N PPR OVED s 0HOP GEOEUIPMENT USED gY CONTRACTOR u,onx eael Firct FloOr S USE R oN RIAL TEST RE PORT s): N onrlallt/eigtt onqote, Hia rade Mix All above work is still in progress as per approved plans and code. txt ns e dcte tp he aI I n uv 8ofc &p 12"c UM I tn h e fol lo I o cat oi nsng0nIIdne5AbetwenII7nea67nd.4 fro m eve 3 t o Iave 7 4ondriII7neBb6IewenneA.5 a nd D mfro 3 -0"1 4n5ampectedosnunitforfnfoamncstoIcafitotpecandn n 5 LL md ap so n om rrtary rfo ro e Ip m np a nd h aD nd II ng, I ns ctee d Ire rcnfo Ip st Ingee fo sr ,e r a d a hp p Ircd t R EWO RK AS PERCENT OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETE: cc Vedlied 479 wall level to level Code. t-t- MrGL pRoJEcTr: it03AI9 Fe'nrit, 10191322-17509 Reportr l page I ot l E WORK WAS WAS N OTlnspâ‚¬cted in acco rdance wtth the requiraments of the OSA,,/OSpHD/PROJEcT a Pproved doqrments. Corporata 2992 E L. fttrE Av6 Stâ‚¬ AAnah6im. CA 920â‚¬râ‚¬ Tel: 7tla.(xr2 2999 Fax:714.â‚¬F.2.2E71 Dbp.tchj Em 491 .2990 yflHSf :s*l""*Hf ,E"x}.,iBlB.yi"fl .*o PrDisct Arcfiitec-t Strudural Emineer OSA Regionai Ofice School Distrtd DAILY INSPECTION REPORT San Di.g[crntr)crisl Countv 6-295-Ferris Squaro Sto. C:,an Lr6go. CA 92rri Tel: 85a.537.3990 Far:E5E.S37.gSO D;sp.tch: 68A.0.{4.SO@ lnland Emdr. I 11467 M.riji.n plvry.. Btdo 2AtrryeBde, cA 925ta T6li 951.653.4999 Fir: 95r.653.,1666 Obp6tci: 600.491.2990 Irdb ffi]"|.!$1t'eu,s" r f oL 7@.3 2.6n Fax:7@ -342j525 tlsp.lch: BOO.{91.2990 a daiy bans Eadl WORK OSArclTy Fitc a _ DSA/OSHPD Appl. , DSA/LEA ' DrD Noi MEET doqlments THE The Sam requrcments ot the pROJECT Pb6 takâ‚¬n weather: Cleaf Temp. 77 f of Spâ‚¬osl lnspeclor ged Saad s6natrre ita Certitlcaton #: ICC ITIIG t PR OJE Tc ME A td M ro #Store 34 Date.09/0 5t2017ARCHITECT:APD TIME A RRTVED: 8:0O AM TIME DE PARTED 3:00 pMENGINEER: B&BA ssociates TRAVE L TIME LUNCH TIME: -CONTRACTOR ED GRUSH SUB C ONTRA CTOR:INSP ECnoN ADDRESS D ORE OF R OJE CT:2830 s.a ristol st,Santa CaAna,NS PEC TIONtrFILLD ENGINEERED FOUNDATION EACK FILL 8A rcHocoNCR ETEtrSHOTCRETE CONCR E TE MASON RY SHOP WELD HIG]I STRENGTH BOLTIiIG FIRE PR NG NDE S HOP ANCHOR/DOWEL NDâ‚¬ FIELD c L E PD ECPROJ T D DOCUME NTS NE LAELE PLANS Y RESO N N N RAWNG YDOVEDSHOP EAEUIPMENT USEO BY CONTRACTOR r roRK AREA FOUndation Floor RE OE RH E PORT NO OR TE IALR TE Norma I W6i9ht Hiâ‚¬rade RIALS U DBY lnspected masonry unit for conformance to specification and Code.lnspected masonry mortar fo rnspected ,."inror.l";;;;l 'vr proper mixins and handlins' r size, grade, type, lab splice, sâ‚¬cured locations and clearance. All above work is stifl in protress as per approved prans and code. Foundation level for 4 courses in "loadins dock area n s dcte tpe he a u 6ofn8p &1 C UM wa tn eh fo lo oca t onongrdnc76betweenen5andDfromaverate R EWOR AJK P C OFNT ALL WOR TK U DA Y 00/o P R OJ cE T Contaactor Eurlding Oep6rbhern Owner documents A- Print Nsme A.5 Corporctc 2892 E La PrlnE A\/6. Ste A Aneheim. CA 92804 1.t:711.632.?999 Fa\:71afn.2.XI{ DiiP6tch; 8oo.ao.t.2so San Oiegorrp.nrl Counly 6295 Foris Squ.re Stg. C Ssn Oiâ‚¬go, CA 92121 T6l:85a 537.3999 Fsx:868.537.3SO DisP.tch: 866.844.5060 lnland Eiifira 1{.167 Moriri.n Pkury., Btdg 2A Rtuorsido. CA 02519 T6l: 951.653.4999 Fax: S1.63.466E Oispatch: 8@.i191.299) lndio 44917 Got Conbr pt(wy.. Sto.l lndb. CA 92m1 Tel 7@i42.1577 Far:7d).342.4525 Obp.dr: 800.,191.2&O MrGL PRoJEcr.: 54{13A1 I P6mitt 10191322-175{19 RspontlPaqe 1ot'l Speoal tnspecion Râ‚¬po.t6 hust be clstrtutsd DAILY TNSPECTION REPORT DSArcIY Filâ‚¬ I _ DSATOSHPO Appt. t DSA,TLEA 'to lhe gart'â‚¬s li*d beid wnhh t!SepardE .EF.ls $all be preFred tb( eaait t)re of speoal lr6ped'on on a dait cq.B c, thâ‚¬ 'n aEdion o, noo@plant q|ddrciE mlJst be drsilbulcdba$s Edr regod snait c..Dplâ‚¬t d 6nd eO,Ed by the sp.crat inspeds THE WORK WAS WAS NOT Projec{ Ardritecl Strudur.l ErEineer DSA Regional Ofrce School Oi.toid TtIE MET NOT MEETInâ‚¬pecGd in accodanoe w h the requiremenb of the DSNOSPHO/r.xuJEc I apprcved documents MATERIAL SAMPLING WASE WAS NOrf] N/A E VVE'IhET Pedormed in accordance with DSA,/OSPHD/pROJECT apprcved doqrmsnts. The requiremsnts ofthe PROJECT documerB Samples taken: Clear Temp: 77 f of Speclal lnspedor Maged Saad Print Name Certrncafion #: ICC t MIG t PROJECT NAME: A ldi Mor Store # 34 Date: 09/05/2017 ARCHITECT: APD IIME ARRIVED: 08:00 AM TIME DEPARTED: 3:OO PM ENGINEER] B&B Associates TRAVEL TIME LUNCH TIME: - ooNTRACIoR: ED GRUSH SUB CONTRACTOR SPECTION ADORESSIN AOORESS OF PROJECT:2830 S- B ristol St, Santa Ana CA INS TION E ENGINEEREo FILL0 FoUNDATToN E BACK FILL BATCH PT CONCRETE 0 sHorcRETE CONCRETE trtr HIGH SIRENGTH BOITING YVELDING SHOPWELD NGFIR E ANCHOR/OOWEL E NDE FrELo NDE SHOP CEILING wlRE0troDSIJOSHPD PROJECT APPROVED OOCUMENTS ILABLE APPROVED PLANS Y N SOIL REPORT Y N N N APPROVED SHOP DRAWN GY s EOEUTruENT uSE0 By coNrRACToRi Boom rift, Hamess, chipping hammers, wire brush and werding machanes RIALS USâ‚¬O BY CON MATE woRK AREA. First Floor roof (tN LUOE RESEARC}L REPORT NO REPORTS)i Normat \ ,reigtt! Concrete,Hiâ‚¬rade Mix lines 6.2 & / to angel and !/2,, rod as per detail C2 on sheet $ S- -Reinforcing joist between lines ! & p and lines $ & !! to angel and !/2" rod as per detait c2 on sheet # S-405. Welds were inspected for size, length, location and free of visible defects. All welding was performed as per approved plans and code. Verified welders certificates as: Jeffery Rodgers license #pSF 046, Boris euinanilla AWS and Divan Michelllicense # PSF 149. All work detailed above is still in progress as per approved plans and code. Completed welds were visually inspected i -Reinforcing joist between lines f& ! and 405 5 joists were completed. n the following locations: TODAYREWORKPEERCoNTALLFRWOK 0%CPER ENT P EROJ CT COMP LETE: cc Contraciot BuiHhg Departnrent Ownsr e1 79 TTIG I Corporatc 282 E L. tulrln AE. Sto. A Anaholm, CA 92806 Tel: 714.632.2999 Far 714.63.2.2371 Dbpatc*'i 800.491.29SO S.n DiGgon npGri.l County 6295 Fcrrb Squaro 8o. C San Oieoo, CA 9212'1 Tel: E5a.537.3990 Fax: E58.537.3900 Oaspstch: 8aa.8zl4.50@ lnl.nd Ernfir. t,1457 Mork bn Ptwy., Btdg 2A Riversido. CA 9251a T6l: 95 1 .653.,(999 Fsx: 951 .653.,166â‚¬ DBpatch: 8o0..{91.2990 lrdio it49r7 GoH Cenbr Pt(say., 9e.l lndb, CA 92201 f el'.7@.U2.6n Fer:7d).342.4545 OisFEhr 8OO.491 .2990 MrGL PRoJEcrri 54{13419 P.'rit t 1 0, 91 322-1 7509 Roporl,4 PaOo 1 of I Spedal lr6pectirn Reports mu$ be d6hhrtEd DAILY INSPECTION REPORT lc! tlP parti= l6led bâ‚¬tou w$in 14 da),E c{ lhâ‚¬ n6p.d|dr lws ot noal.coanpliant condilirE mul be dBtrlhrteO mSepâ‚¬rdto rcoorte sllalt be tlPe of speoal i.E@ion on a darly ba6Js. Eadr repon shaltbe cornplelâ‚¬d ard siofEd by lhe speoal inspedor conOEtno thâ‚¬ THE WORK WAS WAS NOT THE WORX INSPECTED MET DID NOT MEETlrlspâ‚¬ctsd in ac.ordance with the requiremenb ol the DSA/OSpHO/ PROJECT a pproved do@ments. MATERIAL SAMPLING WAS E WAS NOT E N/A E VTy'EAthOT Performed in accordance with DSAJOSpHD/pROJECT spprovod docurnenb. The requiGments ofthe PROJECT documsnts Ssmples takEn: Clear remp: E6 f Projâ‚¬cl Ardritoct Shuctulal Enganeer OSA Regional Ofice Sd|ool Didrid Conhaclor Building Depqrlrner O'vner Signature of Special tnspedor Maged Saad print Name ccrtificâ‚¬tlon #: ICC{.1tt7479 Verined tr PROJECT NAME: Ald i Mor Store # 34 Date: 09/01/2017 ARCHTTECT: APD Architecture TIME ARRIVEDT 7:30 PU TIME OEPARTED: 4:OO PM ENGTNEER: B&B Associatei IRAVEL TIME LUNCH IME: - CONTRAoToR: ED GRUSH SU8 TOR ] NSPE CTION AOORESS ADDRESS OF PROJECT: 2830 S Bristol Sf Santa Ana, TYPE INSPECTION fl ENGTNEERED FtLL E FoUNDATtoN E BACK FILL BA PLANT E PT coNcRETE SHOTCRETE CONCRETE RY HEH STREI{GTH BOLTING WELDII.IG SHOPVTELO FI NDE SHOP E ANcHoR/DowEL E NDE FrELo CEILING '^ilRE o APPROVED OOCUMENTS PO PROJECT 0 N AVAILABLE PLANS Y SOIL REPORT Y N N SPECS: Y N APPROVED SHOP DRAwlNG Y EQEUIPMENT USEO BY CONTRACTOR 'r1pRK AREA: Filst Floor H REPOR OR MATER TEST REPORTS): NonrB I W6i9ht Conqete . Hiâ‚¬rade Mix MATER BY COr{ONCLUOE Loading dock 5" thick slab between lines A & A.9,7.6&7. All areas of concrete placement were clean of all deleterious materials. Reinforcing steel was secured against displacement. Concrete was mechanically vibrdted. All concrete placement inspected and detailed above has been completed as per approved plans andcode. lnspected the placement of 20 Cubic yard Shopping cart 5" thick slab between lines concrete 4,000 G&F,s.6&6.4 PSI Ready mix # 52403 in the following locations: TODAYEWORKRPRCENTEOFALLRWOK o/"0 PERCENT PROJECT COMPLETE: ASA/CITY Frb , _ OSA/OSHPD Atpt_ t. DSA/LEA t _ TUIIG 1 Co.por.L 2992 E Le ftlrm Aw. Sto. A Anahei'n, CA 92806 Tel: 714.632.2989 Fax 711.@22s74 Oispetci: 8CD.,191.29$ S.n Oicgo, rnpGri.l Courty 6295 Fe.ris Square Slo. C S.n Disgo, CA 92121 Tel: 856.537.3999 Fax: 856 537.3990 Oisp.tch: 888.8.a.1.50@ lnlr|d Emfi.. 1 /tzl6, Morirhn Ptvay. , Bldg 2A Rivo.sire, CA 925't I Tel: 95'l .653.21999 Fax: 05'1.663.,1666 Disp.tch: 600.491.2990 lndio zl49'l7 Gof Cenbr Pt y., Ste..l lndio. CA 92201 Tel7@.U2.16n F.r:7e,312i525 tlspqbh: 80O.u191.2990 Speoat hspecbon REpdts mus be Separ6le r@rts sttall be p.epared dEfiboEd uc rE Dadps t6tsd tetp wltxn 14 .tayB ot tE rEp.d,o.t Repo.ts d r,.rFcornpt|snt co.xnlo.!6 mu6t be dsruJted m|ItdlaFtvlb.ea.htlpedsDe.ElinseedDnonadaivbesis'Ed,;"&d,"r;;;t#;;;H;fi;;;;;;#;ilil--t uTct PRoJEcTt: 5403A19 Pemit, 1 01 91 322-1 75{19 Report t 1Page 1 of l THE WORK WAS WAS NOT Projed AEfinect Structurel Engineer DSA Resional Ofrce Sdrool Distrid DSA/CITY Filc a _ DSA,OSHPD Apgl. t DSA,/LEA * lrEpecl?d in ac{ordancâ‚¬ vrith ttE requirements of the DSNOSpHD/FK(JJEC I approved doqrments MATERIAL SAMPLING WAS E WAS NOr E N/A E IA/EAIhET: Perfurmed in accordance wi$ DSA,/OSPHD/PROJECT approved documenb. THE WORK INSPECTED MET DID NOT MEET Thâ‚¬ rsquiremenb otthe PROJECT documcnts Samples taken: Clear Temp: 86 f Contrac-tor Buildi.g Dep6rhent Owner Signatlre of Speciat tnspedor iiaged Saad Print Name Certltication # lCC{457479 PRoJECT NAME: Aldi Mor Store # 34 ARcHITECT: APD TIME ARRIVEO: 07:30 AM TIME DEPARTED. 4:OO PM ENGINEER B&B Associates TRAVEL TIME:LUNCH TIME - CONTRACTOR, ED GRUSH SUB CONTRACTOR JNSPECTION ADORESS ADDRESS OF PROJEcT: 2830 S.B.istol St, Santa Ana CA OF BACK FILL E ENGINEERED FILL0 FoUNDATtoN PLANT PT CONCRETE D sHorcRETE CONCRETE MASONRY HIGH STRENGTH BOLTING WELDI}IG SHOPWELD FIR OOFING ANCHOfuOOWEL NOE FIELD NDE SHOP CEILING WRE trtrOSTJOSHPDOJEC APPROVED DOCUME NTS D PLANS Y NO AVAILABLE APPR ,L REPOR N N SPECSj Y N APPROVED SHOP DRAW]NG Y EOEUTPMENT USED 8y CONTRACTORi BOO. lift, Hamess, Ghipping hammers, wire brush and welding machines MATERIALS USED CONTRACTOR ONCLU RES H REPORT OR MATE r^roRK AREA: First Floor roof TEST REPORTS): N onna Meight Con6et6 , Hi6rade Mix -Reinforcing joist on lines 5.3 and between lines Q & ! to angel and !/2" rod as per detail C2 on sheet # s-405. Welds were inspected for size, length, location and free of visible defects. All welding was performed as per approved plans and code. Verified welders certificates as: Jeffery Rodgers license #pSF 046, Boris euinanilla AWS and Divan Michelllicense f PSF 149. All work detailed above is still in progress as per approved plans and code. mCo lete WEd d WEs rep s au cte d tn hev fo onspe o cat nsong e.R n ffo c stol b e ntweeng esn &a nd ne s &F ato nE a dn 2 rod aaZ s f etd a C2 no spe he te *540 R EWORK PAS RE E TN Fo WOALL KR DATO Y lYo ERP ENC PRT TOJEC oC M PLETE DAILY INSPECTION REPORT Date: 09/01/20 t 7 PRIIJfCT NAMI 0Alt ARCIiIIECI TIME OEPABIID IRAVTL TIME COI{IRACTOB su3 coilT8acT08 lrsPtclota aDonrss SS OF PROJE TYPE OF IIISPECTIO}I ENGINEERED FILL FOUNDATION , EACK FILL BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE MASONRY / HIGH STBEI'IGTH B0LT|lic WELDIIlG SHOP WELD FIREPROOFIIiG ANCHOR/DOWEL NDE FIELD NDE SHOP PUU.,TTOROUE TEST DSA/OSHPD/PROJTCT: APPROVTD DOCUfiIEIITS AVAILABLE: APPROVED PLANS Y Z-iI SPECS: Y., I'l - APPROVED SHOP DRAWING Y , N SOIL REPORI Y., ] N MlltBral-s (rsEo By c(xr8 Ct08ltictuff Rtsâ‚¬ nc8 ntpo8I [o o8 MATIR|AT ]tST RtpOSrS) cotTBAclof,s foutpMEtrl / M lpowt8 usto STRUCTUBAL ifits. oEIA|L 0B BFII_IJSEO REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE MIGr t}o Corporals: 2992 E. La Palma Ave. Ste. A Anaheim. CA 92806 Tel: 714.632.2999 Faiij714.632.2974 Dispatch: 800.491.2990 San oiesonmperiat counp 6295 Ferris Square, Suite C San Dieoo, CA 92121 Tel: 858.537.3999 Fax 858.537.3990 0ispatch: 800.491.2990 lnland Emplrr: 14467 Meridian Pkhry., Bldg.2-A Riverside, CA 92518 Tel: 951.653.4999 Fu: 95'1.653.4666 Dispatch: 800.491.2990 www.mtglinc.com MTGL Proiect , Permii # Project Architect SlructunlEngineer DSA Regional 0ttice School Districl DAILY INSPEGTION REPORT Special lnspection Reporls must be distributed to the parties tisted below within 14 da ys of lhe inspeclion. Reports ol non-compiiant co0ditions must bâ‚¬ distributed immediate lySeparatereports shall be prepar8d for oach type ol speciat inspeciion, o0 a daity basis Each repod shall be compleled and si0ned by the special i nspeclor Conduoting the inspeclion rHE Woix wAsd-wAS ilol lnspecled in accordance with tho requirements o, the DS&oSHPD/PHOJECT approved documsnts. tllllIRlAl. SA PLlLG WAS WAS NOT t'J./A Perlormed in accordance with 0SUoSHPD/PR0JECT approved documents T}IE WORX IXSPECTEO MET .r'DID NOT MEET I The requirements ol the DS&oSHPD/PBoJECT approved documents Samples take? Weatier C I Siqnature ol Special lnspstlor Priol Name Cerlificalion r: -- Verilied by teng: 1*lZt-tt1 L^ cc Conlnctor Buildin0 0epartment owner DSAltIrr Fk *_ DSAOSHPD APPI f--- DSA / r.â‚¬A *R6ponr- fi \ OF 7 r- Z-zJ *,q .Ll SS. 2 aFEA 6Br0 Lrflls PTECES rNSPtClr! Da<z ,_a \--{\'\ ! YP â‚¬/ae<C +.6^,-k zozIOLr lFozFOUJo&o- Lr - i z.FOt!oGo- fc ao ozFaL!F LJ JFo t!.J tl JE,oL, / -=Jtr J (D-Fo- Lr JoFU) LT JF otr fr J)tJ J tr Joc=Lztr ztrooJFoLr JF -o t!E,FozL. l JJo-aJ6alJ -F= -o)oalJ -oa= -o t^ L l G.oLr - UJ coozaLLoL_ 9_ot!zdlFtr JE.ozalJ -F= Gg_olr JolozalJ -oF= Cogt-az. UJozU)ola LJ -O5Fazt!oFt!= 6LL I=C)=-Fo- LT JoLr Jal(, 6IFzlodozFaEaztr Jo 6aFzf(JotozFU) LI JE. fFao oeFz=o(_ )Eoztr lo FzloOLT J&=Fao l, !5FazLT JoFLr J= !9-)oaFLJ J=od LT JEFLJ -F= bneo)U) lJ -oF= F=E,o;:FzLr JFzooLr - l E. lFao -. :oz(D5LL I o-F-JU) COgFaz. LI Jo== aa ;(I lFaolFo-o l!oo- -EazLr loE.oi z.FOo-oO6< zFo-OoLr J tloLL I E. zFoLT JFLT J taLr -ao- -L S ] - t ]N O C - O N V S lS n V e UV : l " l C n N lN l l N O C lU n l s t O t 4 ll l H S rs l l - At - t s N l c ot 3 H I tttl tt l t^ t I I II I II I tl ll I It l I I L l- l r !I I l I I I II I t, t tl I I I tl tt tl IIII I I I II I tt ttttll I I I II tt II tttt I I II tt l tt I t- t - l I tl t tt t tt tt t l- " | ,i l I II I I I I II I I tt lr I l, t , I tl I tt tt II tttt l ,T l l l tt l t t I tt t tt t II tl I ll ! l I ll I I I L l" [ I I II IItt ol l _o t I r. . , - r I I 3l ^ l Ll r , I .a l e - l u. r I r, - r I zl ) l ol o l ol - l zl zl ol o l zl z l <l < l al a l r' l r - l el e l El s l II II I b0 I -t }- l=l Li J I tlf, l ^t t \, ) I I .- r l I ol I <n la , I >- l- l dl u r l 6l E I .d l = l lj l l ( , I El s l r- | r. , - I el e l =l E l I l II I I I I tt II "l MIG I MrGL PRoJEcTt: 5fi13A19 penrn r 10191322-17509 Roporl t 1F.q6 1 ot 1 Spâ‚¬oâ‚¬l lnspâ‚¬â‚¬ton Reoo.E mug be dEhborEd t6 SeparaE repofls $alt De pregared tDr â‚¬aci tloe THE WORK WAS WAS NOT Proiecl Archnecl Struotural Englneâ‚¬r DSA Regional Oftca School OBtricI THE WORK INSPECTED MET DID NOT MEET Coaporata 2S2 E La Pdlma Avo Ste. A Anah6im, CA 92806 Tol:714.632.29S Fex:711.8â‚¬2.2g71 OBpatch: E00.491.2090 Contraalor BuiHing Dep.ftner Owner Sen Dicgofl rnp.riat Cou,tty 5295 Fenis Square Se C San Dbgo, CA 92121 T.l: E58 537.3099 Fex i 858.537.3990 Oispatch: EE6.844_5060 lnl.nd Empirc l44gl Mcrftr.n Pkw!,., Btdg 2A Rivorsirc, CA 9251 8 Tol: 951 .65:i.49â‚¬9 FEx: 951 .653.4666 Dhp.tct: 8(tr.491.2SO lndlo a49t 7 Gor Ccnbr P!(fy., sltG.l lrdlo, CA 92201 f .lt 7@312AAn FaxtT@342.1523 Ditpobh: â‚¬[)0..19|.2990 *]:tr'?",f]!11ry **rn 14 d.ysla thâ‚¬ 'rEoeclon ReporBol ho.1_complianr co.dibns mud !s dlshhned ,mmediatetyq specEr rrlsDec0on on a da'ry bâ‚¬sb Eadl rDlort shan bâ‚¬ co.nprâ‚¬bd and 6t9rEd bv thâ‚¬ Gpeciar irEf.do.ErduduE the Inspecied in accordance with the requirements of the DSIJOSpHOi P ROJECT approved doqrment6 The .equirsmontE ofth6 PROJECT do.uments Samples takon: \ /â‚¬ather MATERIAL SAMPLING WASE WASNOTE N/AE Pcrbmed an .ccordlnce with OSA/OSPHO/PROJECT approved docurnents. Clear Temp: 86 f Sigmture of Special lnspedor Maged Saad Certificatrcn * Print Name 479 PRoJECT NAME: Aldi Mor Store # 34 Date: 08/31/2017 ARCHITECT.APD rlME ARRIVEDT 08:00 AM TIME DEPARTEo, 3:30 PM ENGINEER B&B ASSOC|ATES TRAVEL TIME LUNCH TIME: - coNrRAcroR: ED GRUSH SUB CONTRACTOR INSPECTION ADORESS ADDRESS OF PROJECI: 2830 S. Bristot St" Santa Ana CA otr TYPE OF INSPEC ENGINEERED FILL FOUNDATION BACK FILL BATCH PT CONCRETE D sHorcRETE CONCRETE RY HIGH STRENGTH BOLTING WELOING SHOP T^/ELD tr ANCHOR/DOWEL NOE FIELD OE SHOP CEILING l,/vRE APPROVED DOCUMENTS OSIr'OSHPO LABLE APPROVED PLANS Y N SOIL REPORT Y N N N APPROVED SHOP DRAwliIG Y EoEUIPMENT usEo BY coNrRAcroR: Boom lirt' Harnessr Chipping hammcrs, Wire brush and welding machines \^/oRK AREA: FiISt Floor roof MATERIALS USED 6Y CONTRACTOR (INCLUDE RES IAL TEST PORTS)r NolriialHR Con6eto. Hiâ‚¬rade Mix -Reinforcing joist between lines [& f and lines 5.2 and 7 to angel and L/2" rod as per detail C2 on sheet # 5-405 t Joists were completed from one side (Grid E side). -Reinforcing joist between lines f& ! and lines 6.2 and 7 to angel and t/2" rod as per detail C2 on sheet # s-405. Welds were inspected for size, length, location and free of visible defects. All welding was performed as per approved plans and code. Verified welders certificates as: Jeffery Rodgers license #pSF 046, Boris euinanilla AWS and Divan Michell license # PSF 149. All work detailed above is still in progress as per approved plans and code. Completed weld s were visually inspected in the following locations: R EWOR ASK EP R OFENT WORALL TK o DAY 0%PERCENT PROJECT COMPLETE DAILYINSPECTION DsA./crwFirc'_ REPORT DsAr'c,sHpD Appr., DSA/LEAt _ lUIIG I Corporrte 2992 E Ls Palnu Ave. St6. A Anaheim. CA 92806 Tel: 71,1.632.2990 Fax 714.@2.2â‚¬74 Oi6p.tdr: 8m.491.29S0 San Oieool,rpâ‚¬rl.l County 6295 Fenn Squero Ste. C Srn Dieoo, CA 92121 Tel: a58.537.39S Fax: E58.a37.3ggo Dispatch: E88 8,14.5060 lnland Erll,irc I ,1467 Moriltan Ptwy. . Btidg 2A Riv6Bld.. CA 925ta Tel: 951.653.4!199 Fax: 951 a53.446â‚¬ Dispotch: 8@.491.2990 44917 Golt C.nbr F,h/y., Ste..l Itdio, CA 92201 rel'.760.312.4677 F.x:76 3a2.4,523 Disp.dr: 8oo.ilgl.2990 Speoal hipedon ReporG mu{ be Sepa,ae remats $a be prepared oErtDuEd b U'e Fâ‚¬,!6 l6Ed belor *rhn 1a .,rv!_of the rEpâ‚¬dE,r Repo.tE c, rlo lco.npliant conon|orE must be d$tEfâ‚¬d xnmed,aElyIu â‚¬6ci t,e of speoarnspedut on a da'ty b66 E d,,.*-"h"tib.;;;kbd;;;;;ffi "r.* ","p"o.. -o,orp,r* MTGI- PRo.ltcrt: 540341 9 pemit r 10191322- l7509 Reportr4Page1of1 Proiect Arcfiitect Strudural Engineer DSA Regional Offce Scfiool Disirid DA!LY INSPECTION REPORT DSATC|TY FilG I _ DSAIOSttPD Appl. t DSA/LEA I _ THE WORK WAS WAS NOI THE INSPECTED MET DID NOT MEETlnspected in accordance with the requirements ol t\e OSA,/OSpHD/ PROJECT alproved doc.rments. The requirement8 ofthe PROJECT (bcuments Samples laken: Clear Temp: 86 fMATERhL SAMPLING wAs E wAs NoT E N/A E V\,/bâ‚¬tItET Pedormed in accordance tvith OSA/OSpHO/pROJECT approv.d <tocumenta. cc Contractor Building Dop6rtmâ‚¬nt Ownâ‚¬r Sg of Special lnspedor Maged Saad Pnnt Name certification #: ICC{d57 Verined PRoJEcr NAME] Aldi Mor Store # 34 Date O813112017 ARCHTTECT APD Architecture rIME ARRIVED 8:OO PM IIME DEPARTEo 3:3O PM ENGiNEER B&B Associates TRAVEL TIME LUNCH NME . coNrRAcroR: ED GRUSH SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT: 2830 S Bristol St, Santa Ana, TYPE OF INSPECT EACK FILL g ENGINEEREo FILL E FoUNDATToN PT CONCRETE BATC E sHorcRETE E coNcRETE El sHoP wELD MASONRY HIGH STRENGTH EOLTING YVELDING OOFING NDE SHOP D ANcHoR/Dot /EL O NoE FrELo CEILING \^/lRE tr_ OSA./OSHPD PROJECT APPROVEO T)oCUMENTS o PLANS Y N AVAILABLE A SOIL REPORT Y N N SPECS:Y N APPROVEO SHOP DRAWNG Y EAEUIPMENT USEO BY COT,ITRACTOR t ,oRK AREA First Floor IALS USEO BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST RE PORTS): N orara|\ treight Concrete, Hiâ‚¬rsde Mix [., Wall on grid line A.8 and between lines 7 & 7.G lnspected the placement of 10 cubic yard concrete 3,000 Psl Ready mix # 43051 in the following locations: Footing type FW3 and FW2 located on Brid 7.8 for loading dock. All areas of concrete placement were clean of all deleterious materials. Reinforcing steel was secured against displacement. Concrete was mechanlcally vibrated. All concrete placement inspected and detailed above has been completed as per approved plans andcode. lnspected the placement of 20 Cubic yard co Concrete ramp for freezer, loading dock demolish). ncrete 4,000 refriterator PSI Ready mix f 52403 in the following locations: ramp and loading dock outside slab (canopy EWORKR PAS RCE NTE Fo ALL WO KR DATO Y O'/o PERCENT PROJECT COMPLETE ilIIG I Corporetc 2S2 E La PalnE Aw. Ste. A Aneheim, CA 928Oo T6l: 714.8 2.2999 F ar'. 714.â‚¬ts2.297 1 Disp.tâ‚¬i: 8&.491.2990 lhdio /t49t 7 Golt Conb, Pt(wy. , Slo.1 lndio. CA 92m1 feli 7gJ342.6n Frx:760.3,12..1525 Oitpaur: 800.491-2990 San Dlaoorlrnpcai.l County 6295 Fenis S{u.re Ste. C San Clcgo, CA 92t21 Tel: 456.537.3999 F.x:858.537.3SO Disp.tch: a8O-0,14.50@ lnland EmpirG ,,ta67 M.ridbn Pkrv, , Stdg 2A RryeBid., CA 92514 Tel: 051 .653.499S F.x: 95'1.653.4866 Dbp.tch: 60.491.2990 MroL PRoJEcTt: 5403A19 Pâ‚¬rnit t I 01 91 322-1 751)9 Report I 2 Pago 1ot1 Spâ‚¬oal lll6pectoo Regoat6 mu6t be (M&rH DAILY INSPECTION REPORT to irâ‚¬ Frtâ‚¬s l&d beto./ wfim l4 de'â‚¬ oathe rlsp6don Reports ot OSA/C|TY Filo a _ DSATOSHPO Appt. t DsA/LEA ' norFcornptiant @{itEns mud be oEutbuted mmedEtelySeparab le ons $alt be gE ared b eadt tloe d speoal nspedo.l on a dally bâ‚¬6l6 Edl rcpo.l .hall be complâ‚¬bd art gg.ed by the 6p.osl 'rspâ‚¬dd THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEETlnspecled ln accordance with the roquirements of the OSA./OSpHO/ PROJECT approved documents. MATERIAL SAMPLING wAs f] wAsNoTE N/AE VVE.IhET: Performed in accordance with DSA,/OSPHDPROJECT appmved documenb. TIlo rEqui.gmonts olthe PROJECT doqrm6nt6 Ssmples laken: Clear remp: 86 f Project Architcct Structural ErEineer DSA Regionel Oficr School Di$nd Contractor Building Departnâ‚¬,i Sqnature of Speoal lnspedor Maged Saad PROJECT NAME: Aldi M or Store # 34 oate: 08/31/2017 ARCHITECT APD TIME ARRIVEo 8:OO AM TIME DEPARTED: 3:30 PM ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME] - coNTRACToR: ED GRUSH SUB CONTRACTOR INSPECNON ADDRE.SS AODRESS OF PROJECT:2830 S. Bristol St, Santa Ana, CA oFt BACK FILL E â‚¬NGINEERED FILL O FoUNDATIoN O sHorcRETE D coNcRErE BATCH PLAXT PT CONCRETE MASOiI HIGH STRENGTH BOLTING vtELor{G SHOP WELO FIREPROOFITIG ANCHOR/Ootl1/EL NDE FIELD NOE SHOP RECEILING EPOXY APPROVED DOCUMENTS D N AVAILABLE PLANS Y EPORT YsorL N SPECS: Y APPROVED SI]OP ORAVYI NGY EQEUIPtIENT USE0 By CONTRACTOR v\roRK AREA Foundation Floor NO RIAL EPORTS): NormlWeig ht Concrete. H Srade Mix MATER IALS USEO BY (tN LUDE RESEARCH R Concrete rilmp for freezer, loading dock refriterator ramp and loading dock outside slab (canopy demolish). observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air priorto placing Epory. Epory Set-XP was used expire date LOl2Oi:g. contractor followed the manufacture instruction for instafiation as wefl as ESR-250g All above work was completed as per approved plans "detair 82 on sheet # s-301,, and code. ectio exist lowi s: bse erved fo r n sta a oftionpoxy oH oftz tan d owe fos r c no n n ebetwe n cCon Srete ab dnnB ne co n retc rae m n ht foleps olocati n ODAYE\AICRR K CENTPER ALLOF TWORK o%PLETE:RCEPE PRNT OJ EC cT OM cc Certifcation #: Name ]TITG I CorpoaatC 2992 E La hlnE Aw.9e. A Anahâ‚¬im, CA 9280G Tol: 71 ,1.632.29S) Fex: 711.tl2.N)7 4 oisp.tch: 80o.ilg1.2s$ Stn Oi.go4ripc.iel County 6295 Fcnis Squ6to Sto. C Ssn Diago. CA g2121 Tel: EIi6,137.3S F.x:856.537-Gx) DisFtcfi: 884.8{4.5G) lnland Empire '1,{467 M.ridi.n Pt<wy., Bldg 2A RivsrEuo. CA 925i8 Tel:951.053.'â‚¬S Fax: 961.653..m6 OispsHr 800.,191 .2990 lndlo 4ilg'17 Gotr Cenbr Phry.. Ste.1 lrxlo, CA 9?m1 Tc[ 760.342.4rr Fax:7@.3,12.:155 cbpatn: @o./o1.2Fo MrcL PRoJEcrl: 6403A19 Pend t 10191322-17gl9 Repodt e P.go 1ol1 SF<i'| tri6peda. REpo.b md be d3irblrbd b Ur6 tEli?s ticLd b.lrxvirEin 1! daF.rthâ‚¬ kEDeaton ReDorls d n('!.(Irpfant qxtlEcs mtd be &lbuled mnEdhlely Si:parae niporte slCibe lieF ed to eachtlDe oa6pe(i.Il artspedbn on e ddly b6is Edr repo.l sttallbecollpl*d ad signed b, Ste speclal rE9edor conduct ng the THE WORK WAS WAS NOT THE WORK INSPECTED MET OID NOT MEET lBpgcl.d in lccord.nc. with thâ‚¬ requa.ements of the DSA/OSPHD/ PROJECI apptBved doaumentE. Th6 rsquuEmrnta ol the PROJECT docum.nt8 srmDbs taken: v\leather. Clear rgmP: 73 f MATERIAL SAMPLING WASE \,/\/ASNOTE N/AEI Perfomed in accordance with OStuOSPHD/PRoJECT approved docunEnts. ol Special losPedor Proied Architecl Studrrql ErElnee. DSA Regional Otnce sct'ool Ditritt Maged Saad Priht Na cenifcation #: ICCâ‚¬457/t79 DAILY INSPECTION REPORT OSA/CITY File , - OSA/OSHPD Appl. I DSA'LEA ' - Date:08/3012017PROJECT NAME: AIdi STOTE # 34 rlME oEPARTED: 03:00 PMTIME ARRIvED: 8:00 AMARCHITECT: APD LUNCH TIME: -TRAVEL TIMEENGINEER: B&B ASSOGiATES SUB CONTRAcTORIcoNTRAcToR: Gray Construction ADDRESS oF PRoJECT: 2830 S. Bristol St, Santa Ana,!NSPECTION ADDRESS: MASOTIRY HIGH STRENGTH BOLTING \A'ELDING STIOP VvELO CEILING WIRE trtr NN N 8AC FI PLANS Y APPROVEO SHOP FIRE NDE SHOP sorL APPROVEO DOCUMENTS DSAJOSHPD cor'lcREr tr_u_E] ANC HOR/DOYVEL O NDE FIELD TYPE OF INSPECTION E ENGINEERED FILL E] FOUNDATION BATCH PLANT PT CONCRETE SHOTCRETE UAIE-FiAIS USED B'' CONTRACTOR (INCLUOE RESEARCH REPORT NO. OR EAEUIP ENT USEO BY @NTRACTOR: r,noRK ARE.!( Fundation Floor WGight Con(,ote, Hl6r.de MirNonmlIAL TEST REPORTS) lnspection and rebar Pre-check was performed in the following locations: Wall on grid lines A.8 and between lines 7 & 7.5. Footing type FW3 and FW2 located on axis 7.8 I nspected reinforcing steel installation. lnspected reinforcing steel for size, grade, type, labsplice and clearance. lnspected location for reinforcing and embedded items. All work inspected and detailed above has been completed as per approved plans and code and is ready for concrete placement. LETE:COMPPRCENTOJEERPODAY0%K TwoROFCENTALLKEWORPERASR CL Conlr-ador Br.dldttâ‚¬ DeFrrma.n O{.n6t Verifed ]IITG I Corporata 2992 E La PllnF Av.- Slo. A Anahei& CA 92806 Tel:714.63219S F er'. 711.632.2971 Oiipatch: 8OO.491.2990 &n Dicgorlmperirl Cour y 6295 Ferrb Squ.ro $o. C San Oielo. CA 92121 Tel: 856.537.3999 Fax:8s8.537.3SO Oispatch: 888.8.44.50@ Indio 4,19 7 Gof C.ntor Phvy., ste.1 lr&. CA 92201 f ot 7fi.U2A6n F.r:760.342.4525 Dqpebh: EOO.491 .2990 lnland Empire 1i1467 Ueridi.n Ptwy., Bldg 2A RivorsHâ‚¬. CA 9251E Tel: 951.653-,l(m Frx: 51.ei3.4666 Oisp.tch: 800.,191.29S MrcL PRoJECTI: 5f03A19 Permit* 10191322-17509 RoportrSPage 1of I Sral lrEpedixl Repsb mud b dEffirted b he pdtrâ‚¬s lded beb., wihm 14 daF d l}E rEpedirn. Reports d non-comp6ant condRtoars mird be d6turted FnmedEtely Separate teoods $Ell be preDarâ‚¬d f(r each type d specal ansDedrq| on a daily hir Edr repat shall be cooplebd ard sroned by the special i69â‚¬dor cDrdudrrg lhe THE WORK WAS WAS NOT THE INSPECTED MET DID NOT MEET lnsp.clcd ln ac{ord8ncs rdth thq requiremenb ofthe DSI'/OSPHO/ PROJECT approved do(,rm6nts. TtE requiremenls of the PROJECT documentB Sampbs taken: VVbather: MATERIAL SAMPLING WASE WASNOTE N/A E Performod in acaordanca with DSA,/OSPHD,,PROJECT tppoved documentg Clear lemp: 86 f sigmture ot Spedal lnspâ‚¬dor Maged Saad DA]LY INSPECTION REPORT osA/crrY Flh t _ OSAiOSHPD Appl. t. DST./LEA ' - Proiect Archrtcct Studurdl Engineer DSA R.gion6l Offic. Sdlool ohtrid Conlroador Euilding OeFdmern C ertilication *: 1CC"8457479 ?+ PRoJECT NAME: Aldi Mor Store # 34 Date: 08130/2017 ARcnlTEcT: AFD TIME ARRIvEDi 7:30 AM rrrre oeeanreo. 2:30 PM LUNCH IIME: .ENGINEER: B&B AssociAtes TRAVEL TIME: coNTRACToR: ED GRUSH SUB CONTRACTOR INSPECTION ADDRESS ADDRESS oF PRoJECT: 2830 S. Bristol St, Santa Ana, Ca TYPE OF INSPECTION E ENGINEEREo FILL E FoUNDATIoN D BACK F|LL E] BATCH PLANT D PT coNcRETE E SHoTcRETE E coNcRETE atrtr E sHoP WELD MASONRY HIGH STRENGTH BOLTINC VI'ELOING trtro E NDE sHoP FIREPROOFING ANCHOR/I]OWEL NDE FIELO CEILING vvlRED D DSA/OSHPD PRO.IECT APPROVED DOCUMENTS AVAILAALE APPROVED PLANSYENE SOILREPORTYEND SPECS:YEfNEI APPROVEO SHOP DRAWING Y E N EI MATERIALS USED BY CONTRACTOR (INCLUOE RESEARCH REPORT No. OR ttATERIAL TEST REPORTS): Nonrlal V\blght Concrele, HH3reds Mix EOEUIPiIENT USEO SY CONTRACTOR: ri\oRK AREA Foundation Floor lnspected the laying up of 8" & 12" CMU wall in the following locations: On grid line A between line 7 and 7.4 from Foundation level for 8 courses in average. On grid line 7.4 between line A and A.8 from Foundation level for 8 courses in aveEige. lnspected masonry unit for conformance to specification and Code. lnspected masonry mortar for proper mixing and handling. lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearcnce All above work is still in progress as per approved plans and code. REWORK AS PERCENT OF ALL WORK TOOAY: oon PERCENT PROJECT COMPLETE TUITG t Coaporata 2SS2 E Lr P.ln Aw. Ste. A Anah.irr cA 92E06 Tel:7r4.8,22999 Fax:7'14.eBz2â‚¬71 Dbpâ‚¬tch: 8U).tl912SrO S.n Dicgorlmpcri.l County 6295 F.rris Sqr.ro sle. c San Oiego, CA g2l2'l Tol: 85E.537.3999 Fax: tl5g.537.3BO Dhpatdr: 886.E44.5o.x) Irdb 44817 Go{ Câ‚¬nEr tl(wy., Sle.l tdb, cA 9?201 l.L 7@.312.6n Fzt T@342.1# t)isprEi: o(x)./r91.2so lnland Emplre I ,t4g/ M.rilbn PtYry.. Bldg 2A Rivoxih. CA 92518 Tol: 951.63-,199) Fax: 951 .65:r.4666 Dispetdr: aq).49r.2s MrcL PRoJECT': 5103A19 P.",fl. I0l91322-17509 R.pojrt1P.9. 1of 1 Speqal lnspectm Reporb musi be disfituted b tle Frties lislâ‚¬d bâ‚¬b/v wifin 11da)6 dthe insdh Reports d nm{ompNant coodiths mLd be d6tibuted immedialely Separdte rcF.ts shatl be pGparâ‚¬d hi e&h lyF of spâ‚¬oal an6pedbn on a dsily b6l5. Esdr epon shal De ctmpleH 6m 90ned !ry Ule 6peclal anspedo. co.xnrdilE lhe THE WORK WAS WAS NOT MET OID NOT MEET lnspec{ed in accordance with tllo rcquirsments of the DSA/OSPHD/ PROJECT approved docrjmenta. Thâ‚¬ requirements ofthe PROJECT documenE S.mpL! t.kcn: Vl/EatheI: MATERIAL SAMPLING WASO WAS NOTE] N/A EI Performâ‚¬d in accDrdsnce wl$ oSA/OSPHD/PRoJEcT aPp{oved doqrmâ‚¬nti Clear remp: 86 f DAILY INSPECTION REPORT DSATCIIY Fil6 * - OSATOSHPO APpl. t DSA'LEA ' - cc Signsture ol Special lnsPector Maged SaadContractor BLilding Deparbnetn olN,trer Proied Arrhitecl Slrudtral Enâ‚¬inect DSA Regk nal Ofic. SchoolDhlrict Prlnr certlllcatlon r: ICC+4574 Vedfed Date: 08/2912017PROJECT NAME: AIdi MOT STOTE # 34 TIME DEPARTED: 3;00 PMTIME ARRIVED O8:OO AMARCHITECT: APD LUNCH TIME: .TRAVEL TIME:ENGTNEER: BEB AsSOCiAtES SUB CONTRACTORcoNTRAcToR: ED GRUSH ADDRESS oF PRoJECT: 2830 S. Bristol St, Santa ADa CAINSPECNON AODRESS: EI NDE FIELD E NOE SHOP FIREPROOFING ANCHOR/OOWEL CEILING \MREtrtr Dtr oootr EATCH PLANT PT CONCRETE SHOTCREIE CONCRETE MASONRY HIGH STRENGTH AOLTING WELDII'IG SHOP WELD trtr EItroo TYPE OF INSPECTION O ENGINEERED FILL FOUNDATIOI{ BACK FILL -sFEES'YETIT APPROVED SHOP DRAWINCY E N ESOIL REPORT Y ff N f]DS!/OSHPO PROJECT APPROVEO DOCUMENTS AVAILABLE APPROVED PLANSYEINE MATERI,ALS USiD BY.ONTRACTOR ONCLUDE RESEARCH REPORT I'IO, OR MATERIALTEST REPORTS) EoEUtptrrENr USEO By CoNTRACToR: BOOm lift, Hamess, Ghipping hammers, Wire brush and welding machines. vroRK AREA First FlOor rOOf t{ornral u,oigti Concrete, tIlcrade Mix Completed welds were visually inspected in the following locations: -Reinforcing joist between lines [& ! a nd lines 5.2 and 7 to angel and L/2" rod as per detail C2 on sheet # 5-405 !Joists were completed from one side ( axe D side). Welds were inspected for size, length, location and free of visible defects. All welding was performed as per approved plans and code. Verified welders certificates as: Jeffery Rodgers license #PSF 044 Boris Quinanilla AWS and Divan Michell license # PSF 149. All work detailed above is still in progress as per approved plans and code' PERCENT PROJECT COMPLETE:REWORK AS PERCENT OF ALL WORK TODAY: 0% TTIIG Copor.tc 2992 E L. PrlrrE Av!. Sto- A tu.hâ‚¬im. CA 92806 Tel: 71,1.632-2sog F.\: 714.6ts2.297 4 Oisp.tdr: 800.491.28O lnl.nd Einplr. 1446-/ Mcririln Pklrry.. Brdg 2A RiversiJo, CA92518 Tel: 95i.e53.4999 F.x: 95'l .653..1686 Oispotch: 8(x).49'l -299) S.n Oicgorl lrpcrial County 4295 Ferris Sqlaro sto. C San D.Oo. CA 92121 Tel: 456.537.3999 Fax:858.537.399() Oispotct: 8aa.E44.5O6O DAILY INSPECTION REPORT lndb 14917 Gor Câ‚¬rbr Phry., St.. t lndb, CA 92201 felT@i12.6n Fzx'-7â‚¬x).342.4525 Ctrspobh: d)O.,*91.29) MTGL PRoJEcTt: 54{t3A1 9 Pemrit c 10191322-17509 Reporl a ![ Page I ot 1 Speqal lnspeaton Repo.ts mud be dsfrituled b Sepâ‚¬r-ate repo,ls $alt be grpered far ea.n l}.!e THE WORK WAS WAS NOT ProjEct Architect Strualulal Enginoor OSA Reglon6l Ofilce Sdrool Oisirid f]:Il:s-5!1!ry *Tin 1 4 dayEla tlE n6pâ‚¬dbo. Repo.t6 o, mcc.rnptiad cddtnrB mun Dâ‚¬ clgErured anmffi{yq 6pâ‚¬oat nspecnon on a at6iy hlls Ead rEF.t sh.I becompteted and glnâ‚¬d by thâ‚¬ specbtnEpedd.o.d,-di.lo the DSA,ICITY File + _ OSA/OSHPO Appl- t. DSA/LEA ' - THE WORK INSPECTED MET DID NOT MEET Clear temp: 77 t Sigr|ature Special lnspsctor Maged Saad Print Ce.tifcâ‚¬tion *: ICC-84574 Ven[â‚¬d dt- lrBpecled in accgrdEnce with the r.qui.msnts of th. OSA/OSPHD/ PROJECT approved documenB. Th. r8qua.Ements ot the PROJECT docJmâ‚¬ltE Sampbs taken: V\bathcr: MATERIAL SAMPLING WASE WAS NOT[] N/A EI Performod in accordance wth DSA/OSpHO/PROJECT appoved docunrenb.I ContEcIor Bullding Dep6rtnont PRoJECT NAME: Aldi Mor Store # 34 oate: OBl29l2O17 ARCHITECT: APD Architecture TIME ARRTvED. 7:30 PM TrME oEPARTED: 2:30 PM ENGINEER B&B Associates TRAVEL TIME LUNCH TIME: - CONTRAcToR: ED GRUSH SUA CONTRACTOR INSPECTlON ADDR ADORESS OF PROJECT; 2830 S Brisu St, Santa Ana, BACK FILL TYPE OF INSPECTIOII E ENGINEERED FILL E FoUNDATToN BATCH PT CONCRETE El sHorcRETE CONCRETE HIGH STRENGTH EOLTING VVELDING SHOPWELO ANCHOR/DOWEL FI NG E NDE FIELD E NDE SHoP CEILING VURE tr APPROVED OOCUMENTS PROJECT PLANS Y N AVAILABLE APPROVEO SOIL REPORT Y N APPROVED SHOP ORAW|NG Y N EOEUIPMENT USED BY CONTRACTOR: l,,voRK AREA: First Floor LUOE R HR NO, OR MATERIAL REPORTS)r NonnaI l,i\râ‚¬igtrt Concretâ‚¬,MATERIALS USED CON 15 Cubic yard concrete 2,000 PSI in loadine Dock area in the following 24" thick concrete under footing on grid lines 7.g between lines 8.6 to C.6 All areas of concrete placement were clean of all deleterious materials. Concrete was mechanically vibrated. All concrete placement insPected and detailed above has been completed as per approved plans and code. lnspected the placement of locations: EWOR KR PAS CEER oNT F ALL RWO TOK YDA ovo PERCENT PROJECT COMPLETE www.mtglinc.com Dispatch:800.491.2990 MTGL Project # Permrt, o c0rp0rate: 2992 E. La Palma Ave. Ste. A Anaheim. CA 92806 Tel: 714.632.2999 Fax. 71 4 .632.297 4 San 0iego/lmperial County 6295 Ferris Square, Suite C San oiego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch : 888.844.5060 DAILY !NSPEGTION REPORT a lnland tmplrc: 14467 Meridian Pkw., Bldg. 2-A Riverside. CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 lndio: 44917 Golf Cenler Pkwy. #1 lndio, CA 92201 Iel. 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 Reponl _ PG 2 OF MIGr PFOJTCl I{AMI OAIE AFCI] IECT IIME AFBIVED T MI OEPAFTED ENG NEtB LUIICH I MT CONTFACIOS SIJB CONTRACTOB ]NSPECT]ON ADDFfSS AOOBESS OF PROJECI TYPE OF IIISPECTIOII ENGINEERED FILL >LF0UNDATI0N BACK TILL BATCH PLANT PT CONCRETE SHOTCRETE CONCBETE It4ASONRY HIGH STRENGTH BOLTING WELDIN6 SHOP WELD ! FIBEPROOFING Ll ANCH0R/DoWEL.] NDE TIELD .] NDE SHOP CE LING WIBE 0SA/06HP0/PR0JtCT: APPROVEO DOCUMTT{IS AVAII AELE: APPROVED PLANS Y.J N SOIL EEPORT Y.N N SPECS: Y.l N APPROVEO SHOP DRAWING Y iJ MTTEFTALS USE0 8y CoNTRACT0S 0NCLUDE A[SEAq6H BEPORT[0 0F MATERTAI TEST RtPOnTST CONIqACTOBS TOUIPMENT / MANPOWâ‚¬B USED ABEA GB!DLINIS PIECES INSPECTED STRUCIITRAT {oTaS 0aTAI 0H nflS USFI) FEr.1A8(S /tct U0't6 ,tttLX6S REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COIVlPLETE THE WOBX IIISPECTED METFI OIONOT['EET The requiremenls 0l lhe 96AlOgtlPE PRoJECT approved d0cumâ‚¬nts THE WORK WASt/ WAS NOT I lnspected rn accorf,ante w'lh lhe requrremenls ol lhe Dâ‚¬,ld86t{Pg/PR0JECT approved documents. TIATESIAL SA PTITG WAS WASNOT- N/A ''Pertormed in accordance wrlh 9SIdOSHPB/PROJtCI appr0ved documenls Samples laken Wealher Ternp Signature ol Special lnspector Project Architecl StructuralEngineer DSA Re0ional 0tlice School Diskicl Certificalion #: cc Contractor Building 0epartment 0wner Veri,ied by Print Name DWCITY File #: ,,'';..; DSIr'0SHPD APPLr: zl- DSA / LEA r: )/' r// TM MIG L Coaporata 2902 E L! P.lnl. Av.. Stâ‚¬. A An.hâ‚¬im, CA 92806 T.l: 7'14.@2.1â‚¬90 Fz\.714.6i2.2971 Disp.tch: 8@.4S'1.20S S.n Oiagolnpcri.t County 6295 Fonls Squara Sto. C San DieCo, CA 92121 Tol: E58 537.39S Fex: 858.537.3990 obpotch: aa8.844.5060 lnland Empire 14467 Moridhn Ft(ryy,, Btdg 2A Riverside, CA 95tE Tâ‚¬l: 951.653-49ss Far: 951.653.4666 Dbpatch: 8OO.{91.2SO lndio 44917 Gol, Cetur Pl(wy.. Sts.l lndb , CA 92201 fcl:7@.342.8n F.x:7@.342.4525 Dispâ‚¬tch: @O.rl9l.2990 MTGL PRoJEcrt: 5f03A19 Penit, 10191322-179,9 R6podraPrgo t of I Specâ‚¬l lr6pâ‚¬dbn RGodts mud bc dEtnnjbd DAILY INSPECTION REPORT b ttâ‚¬ padres liEted bek vsthm14 da)â‚¬ d the rnsped'ol1 Ftgo.ts or osA/ctry Fib I _ Dâ‚¬rqigSHPD &d t DSAr'LEA ' noar-aoflrplianl co.tdrtp.E musl rE dstsDdâ‚¬{ rmSepardlerefE ts sltall be p.Eparâ‚¬d td â‚¬6dt type or 6iâ‚¬oal "l6F(rul on a daiy 66 Edr rerort shatt be csnpl*d ar'd sâ‚¬.ted by uE specid 'rEpedo. qductrru fE THE WORK WAS WAS NOT THE WORX INSPECTEO MET OID NOT MEETlrEpected ln accordsnco with tiE .lqurcmonb ol the OSA,/OSPHD/ PROJECT app.oved doqJmentE. MATERIAL SAMPLING WASO WASNOTD N/AB Pedormed in .c.ordanoe with DSA/OSpHO/pROJECT approved doclrmnts. The rEquirBments of the PROJECT documents Samgles taken: weather Cleer temp: 73 f Prorect Arctlitecf St udural Engineer DSA Reglon6l Oficâ‚¬ Sdroot Oisrid Conhador Buihhg Dep6.tment Ownor Si{rnature of Spectat tnspector Maged Saad Prinl Name PROJEoT NAME, AIdi Mor Store # 34 oate:0812812017 ARCHITECT: APD TIME DEPARTED 2:3O PM ENGINEER B&B Associates VEL TIME LUNCH TIME: - coNrRAcroR: ED GRUSH SUB CONTRACTOR: INSPECTION ADDRESS ADDRESS OF PROJECT: 2830 S.Bristol St Santa Ana, CA TYPE OF I E ENGINEERED FILL FOU N I\ATIOT{ EACK FILL BATCH PLANT PT CO CRETE SHOTCRETE CONCRETE MASON RY HIGH STRENGTH EOLTING WELDING slroPwELo tr FIREPROOFING ANC H OR/DOYVEL NDE FIELD NOE SHOP CEILING t/VRE APPROVED @CUME NTS DSr'VOSHPD PROJE.i D NPLANS Y SOIL REPORT Y N NAPPROVED SHOP DRAWNG Y SPECS:N EQEUIP't'ENT USEO BY COTITRACTOR rA/oRK AREA Foundation Floor RESEARCH REPORT NO ht Concrete. Hiâ‚¬rad6 MtrMATERIAL TEST R EPORTS)r NonrEIMATERIALSD BY CONT (NCL dowels and 3 vertical dowels for connection between existing concrete footing and new concrete footing in the following locations: on grid line 7&A, 7&A.8 and 4 horizontal dowels for masonry wall on grid lines 5.6&F. Observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air prior to placing Epoxy. Epory Set-XP was used expire date 5/2019. contractor followed the manufacture instruction for installation as well as EsR-250g All above work was completed as per approved plans "detail 82 on sheet # 5-301,, and code. Observed epoxy for installation of 13 H orizontal ODAYEWORRKASRCPENTEFoALLWORTK 00k PERCENT PROJECT COMPLETE Certifrcation #: ICC 479 rlME ARRIVEO: 8:00 AM Corporete 2992 E L. hlrn Ave. Ste A Anaheim. CA 92@6 T.l: 714.632.2999 F.x:711.6c,2.2974 Dbpâ‚¬tch: 8tD.{91.2990 Srn Dicgonqrc.irl Courty 6295 Fenis Squere 9e. C San oirgo, CA 92121 Tel:656.537.39S Fax: 858.537.3990 oistr6tch: a88.8,{4.50@ lnlari Emdre t4,167 M.rdbn Pkwy , Bldg 2A RivoEiro. CA 925t8 Tol: 951.653.,t9S Fax: 951.653.i686 ObFrch: E0O.491.2990 lrdb /t l9l7 Golt Conbr Ptlrvy . Ste.1l.db. CA S2Il f .l:7@.342.46n Fax7@.342.4525 Di3I}!dr: a)o.,â‚¬t _29SO MrcL PRo.iEcrt: 5403A1 9 Per* r 10191322-17509 Ref,ort r l Pag6 I of 1 DAILY INSPECTION REPORT Speoal hsfEcton Repo.ts mug be d*ihrhd b fE parlc! lrsbd tet rrwltih raSepaEte reports liall be p.ep6red tor e.cn rype cf speoal n6pâ‚¬ctpn on a da y days of lhe inspâ‚¬dDn oa rs)-cdnpl|a qldt,oaB musl be d,*UnedBa. Eadr report shdt bâ‚¬co.npleted and soned by the spâ‚¬cjat inspedor 'rn fiEdralely TTITG t oJEcr NAME: Aldi Mor Store # 34PR oate. 0812812O17ARcHtrEcT: APD TIME ARRIVED O8;Oo AM TIME OEPARTED: 2:30 PM ENGINEER: B&B Associates IRAVEL TIME LUNCH TIME: -coNrRAcToR: EO GRUSH SUB CONTRAC TOR INSPECTIO N ADDRESS ADDRESS oF pRoJEcI: 2830 S.Biistol St,Santa Ana CA tr ENGINEERED FILL FOUNDATIOT.I BACK FILL BATC H PLANT PT CONCRETE E SHoTCRETE ETE MASONRY E HIGH STRENGTH BoLTING E vvELDTNG D sHopWELD FIR NG ANCHOR/DOWEL E roe rrelo NDE SHOP CEILING \,ViEo B HPD OJEC APPROVED DoCUMENTS OVED PLANS Y SOIL REPORT Y N N Y N APPROVED SHOP EQEUTpMENT usEo By coNrRAcroR: Boom rift, Harness, Ghipping hammerc, wire brush and werding machines MATER USEO TOR (INCLUDE ESEARCH R TERIAL t /oRK AREAj First FloOr rOof coN NO, OR REPORTS): n orrnal \ Ieight Conâ‚¬râ‚¬te. HPSrade welds were inspected for size, rength, rocation and free of visibre defects.All welding was performed as per approved plans and code. verified welders certificates as: Jeffery Rodgers license #psF 046 and Divan Michell license f psF 14g.All work detailed above is still in progress as per approved plans and code. forci mCo weeted std wep re s u a ns ctely dpe Re n o st betwee nng nes &na d n 5es nac_D 5d to.5 a a nd arodngeL/2"s dr eta c2pe son h eet0s-4 5 EWOR KR AS PERC NTE OF AL L WO KR TO DA )Yo EP R CENT ROJP CTE LETEcot\rP MATERTAL sAMpLTNG wAs El wAsNorE N/A El weather Pedorrrâ‚¬d in ac{ordanc. wi0r OStuOSpHD/pROJECT aEoved docurflents. THE WORK WAS WAS NOT lrEpected P ROJECT in accordancs with the requirements of the OSNOSpHD/aPP{oved doqlmenE THE WORK IN SPECTEO MET DI NOT MEET The requirsmeots of the PROJE CT documentrs Samples taken Cloudy remp: 73 f Signature ol Specjat tnspedor Maged Saad Print Name certifcation #: ICC{457 Proiect ArchnGct Slruclural Engineat DSA Regionat Ofice Sctrool Oi*id Contraalo, Building Oepartmerl Owner Vedfied by D.SArclTY Fib T_ DSA/OSHPO Appt. t osA EAt_ in the following locations: MTG t Corporatc 2992 E L. PrlnE Avâ‚¬. St6. A Anahâ‚¬iit. CA 92805 Tel:714.632.2999 Far: 714.832.297lr Dispatch: 8q) 491.2m San Diegonmpâ‚¬ri.l County 6295 Ferris Squaro 9e. C San DieOo, CA 92121 Tâ‚¬li 858.537.3999 Fax: 458.537.3990 Dispqtcfi : 8a8.E44.5{fo lnl.nd Em[irc 1 1467 Meddirn Pkwy. , Bdg 2A Rive6iJo, CA92518 Tcli 951.&i3-{999 Fax:961.63./|a64 Dbpâ‚¬tch: 800.,191.2990 lndlo 421917 Go[Cerbr Pkry., St .t lidio, CA 92201 folt 7fi.342.6n Flx:75O.342..1525 Oasp6Hr: A)O.,e1.2SO Speqal lospecton ReporE mu$ be separate reFfls slE be paeparcd dBt'ibuted b 0E oaltrâ‚¬s lisled bâ‚¬l.i/ wlhm 14 .!eys_ol the nlpâ‚¬dro.t Repo.ts of norFcofiptiant co.rdnb.|s mud be dEtributed tnrlâ‚¬d|aEiybr e6ci typâ‚¬ of speoat rnspedbn on a daily bas6' E"d, "q& "h"ir be -,ii;; ";d;;;'[, ir,. "p*o, i*p"ao. _r,oua6 u" MTGL PROJECT': 5403A19 Permiu 1 0191 322-l 75{19 Repod rl Page 1 of 1 THE WORK WAS WAS NOT Proiect Arcfiitect Sku.lural Engineâ‚¬r DSA Regional Office Schoot Distrid DAILY INSPECTION REPORT DSA/CITY Filc , _ OSA,/OSHPO Appl. t DSAr'LEA ' THE WORK INSPECTED MET DID NOT MEET The requirements ofth6 PROJECT do@menti Samples taien: Clear Temp: 73 f srg of Special lnspedor Maged Saad Print Name lnspâ‚¬cted ro acâ‚¬Ddance wi0r the r.qurEment ot the OSA,/OSPHO/PROJECT approved doqrmenb. MATERTAL sAMpLtNG wAS El wASNorE N/AE weather Performâ‚¬d in accordance with OSA,/OSpHD/pROJECI approved doorrnent8. Contractor Buildlng Oepertment Ownea PRoJECT NAMEj Aldi Mor Store # 34 ARcHTTECT: APD Architecture TIME ARRTVED: 8:00 PM rIME DEPARTED: 2:30 PM ENGINEER B&B Associates TRAVEL TIME LUNCH T]ME: . coNrRACroRr ED GRUSH SUB CONTRACTOR INSPECTION ADDRESS AODRESS OF PROJECT: 2830 S Bristol St, Santa Ana, tNs ON BACK FILL D ENGINEERED FILL D FoUNDATtoN BAICH PT CONCRETE E sHorcRETE CONCRETE RY SHOPWELO E HIGH sTRENGTH BoLTING El wELDTNG o FIREPROOFING ANCHOR/DOWEL NDE FIELD NDE SHOP CEILING \A,iRE Dtr DSA,/OSHPO PROJECT APPROVED OOCUMENTS PLAI,IS Y E APPROVED N SOIL REPORT Y N APPROVEO SHOP DRAWNG Y E N SPECS:Y EOEUIPiIENT USEO BY CONTRACTOR I/\PRK AREA FiEt FIOOr N Concrele MATERIALS U BY ONCLUDE RES EARCH REPORI NO OR MATERIAL TEST RE concrete 3,000 PSI ready mix # 43051 in loadine Dock area in Footing type WFL,WF2 and WF3 on grid lines A, A.b, A.8, 7.6 and7.8 C. All areas of concrete placement were ctean of all deleterious materials, reinforcing is clean of mud, oil orother nonmetallic coating. Concrete was mechanically vibrated. Reinforcing Steel was secured agaanst displacement. One set of 3 test samples were taken. All concrete placement inspected and detailed above has been completed as per approved plans and code. lnspected the placement of 26 Cubic yard the following locations: EWORKR PAS RCE NE OFT WORKALL ODT v"0 PERCENT PROJECT COMPLETE cc Certlfcation #: ICC 179 -To"r"i-ilrdzo_.i- MIG I Corpor.t6 2992 E L. hlnlg Avâ‚¬ . St6. A Anlhrin. CA 92tb6 Tol:714.â‚¬m-2999 F.x'.71a.Ej2.2974 Obp6ldr: Em.452SO Sen Oicgorlnpcrisl County 6295 Foois Squarq Eo. C Srn Clogo, CA 92121 Tel: 858.537.39S Far: 454.537.3900 DbFd': 888 84a.5og) lnl.nd Empir. l44ga Merirbo Ftryy., Bldg 2A Rivd3ir., CA 9251 8 Tel: 951 .653.,+999 F.r: 95'1.653.4566 Dispetch: 8@-.19'l.2FO hdlo '14917 Golt Conbr Ph./y., Ste_,| Irdb. CA 9201 1.1:76-Y2.6n F.x:760342.4525 tlsFbfi: mo.49t.zâ‚¬so Spâ‚¬oal In6pedron Repo.ts mr ab. Ser6rale repo.ts $dl be p,epa.Ed dtlthrtsd bEEFlEstst{ Detorwlif,t 14 rb\adtre nEpedEr Fhpolls d rdr<tph.t dtdills musr E d8ttted rnrrâ‚¬daiâ‚¬tyb. eaci tEE d speoar nspcrrin on a daiv basii Eaor ep& srril oeanipreeo "ii&,i;ifrir.p".a "*p"a- (ur,di{ tE Mrcl- PRoJEcTa: 54{l3A 1 9 Pe,nil r 10191322-17509 Reportt 1 96 1or'l THE WORK WAS WAS NOT Projâ‚¬ct Arririt.ct Structural Engh66r DSA Flegional Ofic. Sdlool Dhfrict DAILY INSPECTION REPORT THE INSPECTED Clear DSA,Elry F ., _ OSA/OSHPD ADot. I DSA/LEA ' - DID NOT MEETl$pocted in acâ‚¬ordanc. with ths requkemenb of lhe DSA,/OSpHD/ PROJECT apprDwd doqJments. The rEqursments of the PROJECT doolrnentB Samplq6 tiaksn: MATERTAL SAirpLtNG WAS Et WASNOTE fvA El wcrliq: Perfomed in ac.ordrnc. with OSA./OSPHTPROTECT rpp.oved do<lrnErts. Temp: 77 I Buildlng Departnent Signature of Spscial lnEpector Maged Saad Certifcatio n PRoJECT NAME: Aldi Mor Store # 34 oate . O812912017 ARCHITECI: APD TIME ARRIVED: 7:30 AM TIME DEPARTED: 2:30 PM ENGINEER: B&B Associates TRAVEL TIME LUNCH nME: - CONTRACTOR:GRUSH SUB CONTRACTOR: INSP TION ADDRESS ADDRESS OF PROJECT: 2E3O S. Bristol St, Santa Ana, Ca oFr BACK FILL B ETGINEERED FILL E FoUNDATtoN tr BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE MASON HIGH STRENGTH EDLTING O wELorNG SHOP WELD FI D ANcHoR/DowEL E NDE FIELD E t{oE sHoP LING wlRE DSAiOSHPD PROJECT APPROVED ENTS AVAILABLE APPROVED PLANS Y N TYsotLE N Nfl SPECS: Y N APPROVED SHOP DRAWNG Y EAEUIPMENT USED BY CONTRACTOR Ii\ORK AREA FiTSt FIOOr LUDE NO, OR TEST R NorEal Woight , Hiâ‚¬rado MixRMATERUSEDTOR ( For Pilasters on lines F&5.6 from foundation level to Level +4,{,, from finish floor. Grout was mechanically vibrated. lnspected the laying up of 8" & \2" CMU wall in the following locations: on grid line A between line 7 and 7.4lrom Foundation level for 4 courses in averate. on grid line 7.4 between line A and A.g from Foundation rever for4 courses in average. lnspected masonry unit for conformance to specification and Code. lnspected m.sonry mortar for proper mixing and handling. lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance 1 set of 3 mortar samples were taken. All above work is still in progress as per approved plans and code. lnspected the pl acement of grout 3,000 psl in the following locations EWORKR PAS RE EN T OF ALL PERCENT PROJECT COMPLETE: Venfied Corpoaltc 2992 E Lr patrta Ave. Sts. AAn.hcim, CA 92806 Tel:7i4.63229S Fat711.8ts,2.EZ4 Obp.tch: 8@.491.2g9O Sln Di.tolnDaaial Countv 6295 Fords Squ.re Ste C'S.n Dlâ‚¬go, CA 92121 Tel: 85a.537.3999 Fax: 85E.537.399o Obp.tch: Os8.B.r4.SO@ lnhnd Enpire 1.t467 Mondhh ptwy.. Btdq Z{Frwrstde. CA 92518 Tol: 951.653.4999 F.x: 95,.653 4a8a Olspotclt: 8OO.49t _2SO lrdb ,14917 cot Ceni.r phry.. SIE IIndb. cA 9220t Teli 76..3/,2.6n Far:760.3:i2.4S2S(hFHr: 8OO.{91 .2ggo Mrcl pRoJEcT.: Si003A1 9 Pcrnt.10r913ZZ-17509 Roportalp.sle1o,1 OAILYINSPECTION Ds^/crryFrb, REPORT DsArosHpoApp; Spâ‚¬oat h6oection Repo.b mud bodt6dlurhd to tle FrtiEs trsH belor witiin t4 days dtne irEpediooSeparatereports sha be preparEd for each tyDe of SECial ilEpedion oi a daily ba6is Eadr report sha[ THE WORX WAS DSA,/LEA ' .-,"HffilffiHffiHffi lnspqcted ln accordanca wilh SE PROJECT approved doqrment!. requirements of the DSA.,OSpHD/ THE WORK INSPECTED MET DID The requ Samples iremenb otthe PROJECT do(rlmenb lakon: Clear romp: 77 I of Special lnspedor Maged Saad Print Name Oerullc6tton f: ET MATERIAL SAMPLING WASE WASNOTO AUA Et V\CAIhET Perrormâ‚¬d in accordancs tyith DS,,/OSpHD/pnO.trCi alrwea Ooarments. Proiect Ardritâ‚¬c1 Structurat Engincer DSA Regional Ofice S.,lool Districl Contaadoa Buildlng Oepartmer O$ner TIITG t R cOJE T NAME A Mdi or Sto re #34 Date 7ARcHtTECT: ApD IIME annlveo: 07:30 AM TIME DE PARTEDT 2:30 pMENGINEER: B&B A ssociates TRAVEL LUNCH TIME: .CONTRACTOR :ED GRUSH SUB COINSPECNON AD DRESS: 0D RE OF ctPROJE S.a30 Bristol st,Santa Ana CAOF FILL EACK FILL ENGINEERED FOUNDATION o PT CONCRETE SHOTCRETE CONCR ETE AATCH E HlG]{ STRENGTH BOLTII{G SHOP A C HOfuDOWEL FI NOE FIELD NDE SHOP WRE TPROVOOCUMENTS PLANS Y N sotL N N N DRAWTIG YsHoP hip EA: IALS UCL(N DE R EPORT NO OR RTEST E !,,,ler9hrEUEQTENUSE8YDcoNTRACTOR:Boom ift,cHarness,sptn hammers W tre b rush and machinesweldingl ,oR K AR First F oor roof welds were inspected for size, rength, Iocation and free of visibre defects.All welding was performed as per approved plans and code.Verified welders ceftificates as: Jeffery Rodgers ri".illpir 046 and Divan Michefl license s psF 149.All work detailed above is still in progies aJ pe, .rpr*"a-or"n. and code. lowi ti r/2ists Co m le te d wep td 5 WE re VI us a nsv dpecte n ht fo loca o nngRefonctjon8ebetwennes&dnc.esnD 6 a 5nd .5 to a a dnnge rod as dr3s-405 p etaJ C2 on shewe fretcoremetedp ODAYREWOKRPRCENTEoFALLWORKT 0%PLETE:EP R CENT ROJP TEC COM cc Veri6ed sis 479 - Lr T www.mtglinc.com o corp0lale: 2992 E. La Palma Ave. Ste. A Anaheim. CA 92806 Tel: 7'14.632.2999 Fax: 714 .632.297 4 Dispatch: 800.491.2990 San Diego/lmperial County 6295 Ferris Square, Suite C San 0ie0o, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 a lnland Empire: 14467 ireridran Pk!v.. 8ldg.2-A Riverside. CA 92518 TeL 951 653 4999 Fax 951.653 4666 Dispatch: 800 491.2990 lndio: 44917 Goll Center Pkwy, #1 lndio. CA 92201Iel 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 M lCl ProteLI o Permit # DAILY INSPEGTION REPORT DSITClTY File # Repon t LPG / Ot- DSA/LEA,: 27 DSIVOSHP0 APPL #:-1 . MTGr DATT ABCHIIECI TME FIVED TIMI DEPARTFO EriG tEtrr IFt\i[ ] tlt CONTRACTOF SL]8 COiITRACTOR lrrsPEcr or ADDFâ‚¬ss ADDRESS oFFBoJtcr TYPE OF ITISPECTIO}I ENGINEERED FILL E FOUNOATION, BACK FILL EATCH PLANT PT COI'ICRETE SHOTCRETE CONCRETE ]MASONRY - HIGH STRENGTH EOLTING WETDING ] SHOP WELD FIREPROOFING ANCHOR/OOWEL NDE FIELO NDE SHOP CEILING W RE AVAITABLE: APPROVED PLANS YT NI] SPECS: YD{ Nf- APPROVED SHOP DRAWING Y sorL REPoRT YF N l.J MATIFIALS LISEo BV CoNTFICToF rrNCLtlDE RTSEABCN nEPonTI0 08 MATERIAI TEST FtPofiTSr coNTfiAatoBs Folrpr â‚¬NT i MANpai[vfF r]sFD AFTA GF D LIIIES PILCES II{SPECTED 2:z>/F , I STNUCTURAI I{OTIS, DETAIL OB flTlS USED 4- .;! z /J-E -, FEUAF(S i/VCtU0'r6 itttl/t6sl REWORK AS PERCENT OF ALL WORK TODAY PERCENT PBOJECT COI\,1PLETE THE WoR[ WAS 5( wAS NoT ] lnspected in accordance with the requiremenls ol theSâ‚¬,4â‚¬SIiPSPRoJECT approved documents. THE UIORX IIISPTCTED MET DID NOT MEET:{ The requiremenls ol the B6'I/85|PO/PR0JECT approved documents Samples taken Wealher: . 7 Tâ‚¬mpHITERIIL SAtrlPLltlG WAS: WAS NoT I N/AS- Perlormed in accordance with DSAI00HP0/PRoJECT approved documâ‚¬nls Signature ot Special lnspector Project Architecl StrucluralEngineer DSA Regionalotlice School Diskict Cerlificalion # cc Contractor Building Depariment 0wnâ‚¬r Veriied by Pnnl Name OEA/OIHPO/PROJECT: APPR0VE0 D0CUiIENTSi TTIIG t Corpor.t 2992 E L. PrlrE Aw. Sto. A Anahâ‚¬im, CA 92806 T6l: 714 El2 23â‚¬ Fa\'.711.@2.2974 Oispatch: 8{D.491.zso lr$.rd Ern{i.. 1446, MorHitn Ptvry., 8&g 24 Riv66*lG. CA92518 Tol: 05'1.663..19S F.x: 951.663.i1666 Oisp.tch: 600.a9'1.2980 lndlo 44917 Golt CGnter Phrry., Srs.l lrdb. CA 92201 f .L 7@342.46n F.\:7gl.U2.45?5 Oirpatsh: 9x).491 .2990 S.n Dicgolr?c.id Courity 6295 Fenb Squarc Se. C San CIelo, CA 92121 Tel: 858.537.3990 Fax: 858.537.@0 Dispatch: 888.8,14.5060 MTGL PRoJEcrr: 5403A19 Pemtt I 10191322-17509 Roport*lFagâ‚¬ I ot 1 Segarate reports atlall be prepared lEr â‚¬6cn me o, spoal rlspadbn on a da y ba6E Eaai repo.t shall be cornpl# ard sgnâ‚¬d by the specrat rEpâ‚¬do. co.dndinC fle THE WORK WAS WAS NOT THE WORK INSPECTEO MET DIO NOT MEET lrEpecled in acaordance rvith the requiremenb of thâ‚¬ DS|L/OSPHD/ PROJECT approved documents. Thâ‚¬ requiroments ofthe PROJECT dooJmentB Sample6 iakon: Vrreathsr MATERIAL SAMPLING WAS E] WASNOTE N/A EI Performsd in accordance with DSA,/OSPHO/PROJECT apprcved doclrnenb. Clear tenp: 721 of Special lnspedor DAILY INSPECTION REPORT osArcrry Fib a_ . OSA/oSHPD Appl. , DSA/LEA ' - Projecl Ar.hitect Strudural ErEineer DSA Regional Ofice S.hool Dildd Cont"acior Building DeFrtnern Or,nor Maged Saad Pnnt Na Certifrcation #r ICC{4574 PROJECT NAME: AIdi MoT Store # 34 oate: 0812612O17 ARcHITECT: APD TIME ARRIVED: 7:00 AM TIME OEPARTED: 12:30 Pil ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME: - CONTRACIOR ED GRUSH SUB CONTRACTOR: INSPECTION ADDRESS ADDRESS OF PROJECT: 2830 S. Bristol St, Santa Ana, Ca E ENGINEERED FILL E FouNoATroN BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE TYPE OF BACK FILL EI0 E wELorNc E sHoP wELD MASONRY HIGH STRENGTH BOLTING tr0o ff FIREPROOFING ANC H OR/DO!\'EL NDE FIELD NDE SHOP CEILING WRE DSA,/OSHPO PRO.JECT APPROVED OOCUMENTS AVAILABLE APPROVEO PLANSYElN0 SOIL REPORT Y f] N E]SPECS:YENfl APPROVED SHOP DRAWNG Y E] N E MATERIALS USED BY CONTRACTOR (NCLUOE RESEARCH R EPORT NO. OR MATERIAL TEST REPORTS): Norrialliroigtn Conc.6te,Hiâ‚¬rrde Mix EOEUIPMENT USEO BY CONTRACTOR 1 /oRK AREA: First Floor lnspected the placement of grout 3,000 PSI in the following locations: On grid line F.8 between grid line 7 & 5.6 from foundation level to +d-0" level. For Pilasters on lines F,8&7. F.8&5.4. F,8&5.8. F.8&5.6 from foundation level to Level +4'{" from finish floor. Grout.was mechanically vibrated. lnspected the laying up of 8" CMU wall in the following locations: On grid line F.8 between line 6.4 and 5.8 from 0'-0" level to O'-8" from Finish floor lnspected masonry unit for conformance to specification and Code. lnspected masonry mortar for proper mixing and handling. lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance. All above work is still in progress as per approved plans and code. REWORK AS PERCENT OF ALL WORK TODAY: O%PERCENT PROJECT COMPLETE: cc TTITG l Corporalc 2S2 E L. P.trE A\,e. St6. A An.hoirn. CA g28OG Tcl: 71,1.632.29S F611714.632.2371 Disp.lch: 8@.491_2990 San Olcgol nrpcdal County 8295 F.rns Squ.rs Sto. C S.n CIogp, CA 9212, Tol:858.a37.39S Fax: E56.537.S9O Oisp.tch: 8a8.6{4.5060 lnl.nd EmEi.. 1 ,1467 Merirhn Phyy. . Bldg 2A Riversiro. CA 92518 T.l: 951.663-4999 Fer: St.453.4666 Disp6tch: 800.491.2990 DAILYINSPECTION osA./crrYFihr- REPORT DSAlosHpDAppr., DSA/LEA ' lndio i1491 7 Gof Conb r ptcry.. St6. I lndio. CA 92201 lol:7@312 1A77 Flx:760.342.i1525 D6pe!*; qx).,tgr.2990 Separdle reports shallbe preoared ibr â‚¬ecj i/pe aa spedd fiapectb.l on a daity 14 .lt)6_o{ th. 'rEpecuo.l Râ‚¬po.ts o( no.r-dnplâ‚¬ril ExttldE mL6t LE OEtnUIed firtrpd6rcvoas6 E&h EDo.t stlat bC cdnpktd and dgnâ‚¬d by thc apet ,rt6pedq dldud,m E Speoal lrBPcto.l Reports mud bedEfihrEd b tE garttes l6ted bâ‚¬k , wihin THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEETlnspected tn accordance with th6 requtrements olthe DSAJOSpHD/PReJEc t approved documents.The .equirements ofthe PROJECT doolments Samples taken. Cloudy renp: 71 t urcl pnolecrr, 5{03A I g Permr r 10191322-17509 Report, ? Page 1 of 1 Proled Arcfiitec1 Structurdl Engineer DSA Regional Otice SchoolDistid Contractor Building Oep6rtmsnt Owner MATERIAL SAMPLING wAso WASNoTE N/AE WE6th6T Ps.tomed in accord.hc. with DSA,/OSpHO/pR-ECT a;roved doqJrEnb. Signature of Speoal lnspector Maged Saad Print Name Cerlificatpn #: ICC e- PROJECT NAMEj Aldi Mor Store # 34 Date: 08/2512017 ARCHITECT:APD TIME aRRtvED: 8:00 AM TIME DEPARTED: 3:OO PM E NGINEER, B&B Associates TRAVEL TIME LUNCH TIME: - coNrRAcToRr ED GRUSH SUB CONTRACTOR SPECTION AOORESSIN ADORESS OF PROJECT: 2830 S.Bristol St, Santa Ana, CA TYPE OF INS AACK FILL O eruoHeeneb riilE FouNoATloN PLANT PT CONCRETE SHOTCRETE CONCRETE MASON SHOP WELD E xrct srREtolt gorrrtc E welor'tc IREPROOFING NDE SHOP E ANcHoR/oovvEL E NDE FIELD CEILING tr APPROVED DOCUMEN PROJECT D NPLANS Y SOIL REPORT Y N N N APPROVED S HOP DRAWNG Y EQEUIruENT USEO BY CONTRACTOR r r)RK AREA: Foundation Floor HR EST RENO Norl?lallrJeighi Concrote,Hi-Gr6do Mu USIALS oE TcoN TORRAC rNc UL RESOE ng dock between grid lines A&D and between lines 7 & 7.g. lnspected reinforcinS steel for size, grade. type, lab splice and clearance. lnspected location for reinforcing and embedded items. All work inspected and detaired above is stifl in progress as per approved prans and code. lnspection and rebar prerheck was perfo Footing type WF1, WF2 and WF3 for loadi I nspected reinforcing steel installation. rmed in the following locations: R EWO KR AS PERC NTE o F ALL WOR TK DAo Y lvo PER TEN PR OJ cE T COMPLE ET cc 479 TIITG I Co'llo.dc 29S2 E La PalnE Avo. Sto. A Anahoim. CA 92806 Tel: 714.632.2999 Fa\:714.6322s74 Dbpstch: 8@.,191 2Sq) San Oiegonnpe.i.l Cou.lty 6295 Fenis Squ.r. $o. C San Oiego. CA 92121 T6l:858.537.4)S Fax: 858.537.3990 Oispetch: 888.E44.5060 lnl.rxt EmdE t 446/ Merabh Pkwy. . BHg 2A Rivers,iro, CA 92518 Tel: 951.853.4999 Fax: 951.653.{686 Diep.tch: 8m.491.2990 lndlo 4491 7 Gof Conrer pktr/., Ste.1 lndio. CA 92201rd 7@312Adn F.xi7@.U2.45?5 OBp.Br: EOO.49,.2990 MrGL PRoJEcrt: 5403A19 Pcrnitr 10191322-175O9 RoponteP6ge 1ot t Speaial lnspecto.l RepodB must tE dlstnb.Ifd to tle panE6 t|sled bekx wffxn 14 ar lhe nrpe<to.r Reports oa nor|compllam dt(ftirrs mrd be dEtnhjedSeparaE leports *lslt be prepared for ea.*r type of sFoat ns@lon on a (h[y basls Eodr report shall be corhpHEd and *Jnâ‚¬d by lhe specral nspedor corE[Etmg the lnspecled in accordance with thc requirements ot the OStuOSpHDi PROJECT a pp.oved dodJmenb. MATERIAL SAMPLING WAS E WAS NOT E N/A E VlI.AthCT Performed in accordsocE witt DSA,/OSPHD/PROJECT approved docurnont6. THE WORK WAS WAS NOT Projec{ Arciitect Strudurdl Ehgineer DSA Regional Office School Dist d THE WORX INSPECTED MET DID NOT MEET The .equirements ofthe PROJECT dooJments S8mples taken: Cloudy temp: 71 f Contr"a{dor Buildhg DeFrtment Owner Stlnature ol Special lnspe.tor Maged Saad print Nam6 cerfl16lon f : |cct457479 PROJECT NAME: AIdi Mor Store # 34 oate:0812512017 ARCHITECI: APD lME ARRIVED: 08:00 AM IME DEPARTED: 3:OO PM ENGINEER: BEB Associates TRAVEL TIME:LUNCH TIME . coNTRACToR: ED GRUSH UB CONTRACTOR: INSPECTION AOORESS AODRESS OF PROJEcT: 2830 S. Bristol St, Santa Ana,CA BACK FILL TYPE OF INSPECTION E ENGINEERED FILL0 FouN DATToN D sHorcRErE D coNcRErE BATCH PLANT PT CONCRETE E HIGH STRENGTH BOLTING WELDING MASONRY SHOP WELO EPROOFING NDE SHOP D ANCHoR/DowEL 0 r{oE F|ELD CEILING l/\/lRE otr APPROVED OOCUMENTS OSAr'OSHPD PROJECT OVED N AVAILABLE PLANS Y SOIL REPORT Y N NAPPROVEO SHOP DRAWNG SPECS:Y EOEUTPMENT USED By CONTRACToR: Boom litt, Harness, Chipping hammers, wire brush and welding machines 'r,oRK AREA: First Floor MATERIALS US EO BY CONTRACTOR ONCLUDE RESEARCH R EPORT NO, OR MATERIAL R EPORTS): NorrEl \.V6igm Con6ele , Hit3rads Mix -Reinforcing joist between lines Q & ! and lines 5 and 6.2 to angel and Ll2" rod as per detail c2 on sheet ss-405 Welds were inspected for size, length, location and free of visible defects. All welding was performed as per approved plans and code. Verified welders certificates as: Jeffery Rodgers license #PsF 046, christopher ponce license # po3:l27g city of LA and Divan M ichell license # pSF 149. All work detailed above is still in progress as per approved plans and code. Completed weld s were visually inspected in the following locations: AYREWORKPAScTENOFALLWORKTOD 0%EP CR ENT PROJECT MCO PLETE by: DAILYINSPECTION osAr'crryFir6r_ REPORT DsA/osHpD Aper.. osA./LEA r _ TIITG I Corpora(a 2992 E La p.krr Av!. St6 A Anrhoirh, CA 92806 T6l:714.6i2.296 Fax.714.ets2.zst4 Oispabn: 8@.,tsr.29oo San DrGgoflnp.'ilt Cour y 6295 Forb Squ.re gâ‚¬. C S6n Osgo, CA C2121 Tsl: 858.537.3999 F.x:858.537.3$0 Oi3pltch: 8@.844.a,oa) lnll'â‚¬ EmfirG I aG-l Meritian pkwy., Btdg 2Anu.rsde, CA 92518 T6l: 951.8$.a990 Fa!: 95't.63.{666 Dbpetch: 8m.49r 2So lndb ,1,{917 col Ccobr ptcvy . Sro.llndb. CA 92201 lol:7g,312.16n F.*7@.?42.1525 EbpaEhr 8@.491.2990 MrGL PRoJEcrr: 5403A19 Pon nr 10191322-17509 Reponrlpageiofl Project ArEfiitect SUudural Engineer OSA Reoional Ofice Scttool Oilirict DAILY INSPECTION REPORT DSAr'CIY Fita t _ OSA.IOSHPD Appt. a osA,/LeA f fle partbs hried bde rrEpedDfi Rtrloats 6a nor'-.arnplEnt co.rdti}lBo, speoâ‚¬J nsoedEn on a dalyba66 E dt cqhDlsfi .nd sâ‚¬r'ed by Uâ‚¬ THE WORK WAS WAS NOT THE WORK INS PECTED MET DID NOI MEElnspected in PROJECT a accordance with thâ‚¬ rBquirements ot the DSA,/OS pHO/ frgroved doqJments Tha r.quirements ol the pROJE CT document6Sampbs taken Cloudy remp: 71 fMAT.ERIAI. SAMPLING wAs E WAs NoT E I,UA E WEAther; penorm6d in accordance wth DSA,/OSpHD/pROJECT a;roved dooJmcntB. of Spedal lnspecior ed SaadConLactor Building Depertne.n PRoJEcr NAME: Aldi M or Store # 34 Date.08/25/20 '17ARCHITECT: APD TIME ARRIVEO OO AM TIM E oEPARTED: 3:00 pMENGINEER: B&B A ssocaates TRAVEL LUNCH TIME: -roa: ED GRUSHCONTRAC SUB CONTRAC TOR Tro N ADDRESS o SSORE OF PROJE Tc 2830 s.Bristol Sa ntast,CAAna,OF NSPECTIONoFILLtr ENGINEEREO FOUNOATION BACK FILL PLANi COtiCRETE D PT coNcRETE O sHorcRETE MASON RY SHOP WELD E HlGH sTRENGTH BoLTtNG I.J WELDII{G ANCHOR/DOIA/EL NOE FIELD FI NG NDE SHOP c EILING WRtr trDsA,/oS PROJECi APPROVE o tABLâ‚¬oAPPROVE PLANS Y N NsoIL REPORT Y N ECS: Y N P DRAWI.IG YAPPROVEDsHo EOEUIPIUENT IJSED 8Y CONTRACTON rr,oRK AREA: Foundataon Floor REPORi NO. OR MATERIAL ST RE PoRTS)i N onnalWbEht Conc.ete, M R USEO BYc ONTRAC (rNcLU ,".Tiff: [:"#'' & depth and observed cleaning of all hotes with a wire brush and compressed air prior Epoxy Simpson HILTI-HIT-HY 200_R was used expire date 9/2019.Contractor followed the manufacture inrtrr.tio, fo, inrtJllation as well as ESR_250g All above work was compreted as per approved prans "detair 82 0n sheet # s-301,, and code. new concrete tio footi o bse rved fo rep stanoxy a n of 10 H o zon nta d owe fols I exist Conc rete a ndngfootinhtfon8lowocattonsng On grid line A.9 and line 7. E\ t)R K TODARPERCEOFNTALLWORKY 0k P E R CE PNT CTROJE co PLETE cc Certifcation #: s Mag 79 Name ]IITG I Corpor.tc 2S2 E Le Pelrne Aw. Stâ‚¬. A Anahoam. CA 92806 Tel:714.6,2.2999 Fa\'-714.6n2.?lJ74 Oispot<fi : 8@.'191 -2990 S.n Oicgofl mPcri.l County 6295 Fâ‚¬rris Square Ste. C San Dego. CA 92121 Tâ‚¬l: 856.537.3S90 Far: 858.537.3990 oisporch: 884.82L.5060 lnland EmPirc 1{457 Moririan Plorry., BtdO 2A RiveBk o, CA 92518 Tel: 951.653.'(999 Far: 951.â‚¬53.,1666 Dirp.tch: 600.,19'1.2s lrb 44917 Golt Canter PkwY-. Ste l lndio. CA 92201 1or.76,312.1677 Fax:760.3.12.4525 Etspadr: 8oo.agt .2SO MTGLPROJECT':5403A19 DATLY INSPECTI Pâ‚¬mitr 10191322-175{t9 REPORT Râ‚¬podl?Pagelof1 Seoal f6pecto.r Reports must be cEulbuH b trF BnEs rEEd H! sthn 1il (hF d llE lrEpedon ;A-#ffi",",i; tr"r"'.d t' *' rvpt J-"8 "i n'p"an r on a da v b6$s Eac'1 tegort 6harr ON osA/clrY File t - ' DSAToSHPO APPI. l. DS}r'LEA I - Rem.E d noa!â‚¬ompbant cDodmos mrEr be d6tlb',led mfiEdâ‚¬lely-*-r.oJ-iito "o.neo ov th6 sEoal rspedq co'6'ru'0ltE THE WORK INSPECTED MET OID NOT MEET The requiremenls ofthe PROJECT dotuments Sampbs taken: weather. Clear temP: 71 f Signature ot SPecial lnsPâ‚¬dor Maged Saad Print Name lnspacled in accordance with the re$Jilements of the OSA./OSPHD/ PROJECT approved doqlmonts. MATERIAL SAMPLING WASE WASNOTE N/A EI Perlormed in accordance with DStuOSPHD/PROJECT approved docurnents' TTIE WORK WAS WAS NOT Project Arcllited Strudural Engineer DSA Regional Oficâ‚¬ School Di$rid Cont'ador Bdlding OeFltrner{ Ownea iate:0812412O17 PROJECT NAME: A ldi Store # 34 TIME DEPARTED: 3:OO PMrrue enntvEo E:OO AMnacHrrecr, APD LUNCH TIME: -TRAVEL TIME ENGINEER B&B Associates SUB CONTRACTO R cONTRACIOR: ED GRUSH Bristol Ana,Santast,s.OJR CE 2830T:POFRDESSoINSPECTION A DORESS LING WRE trtr EPR@FING ANCHOR,/DOIA/EL NOE FIELO NOE SHOPE) wELDING SHOPWELD MASONRY HIGH STRENGTH BOLTIHGBtr BATCH PLANT PT COt{CRETE SHOTCRETE CONCRETE PECTION BACK FILL O ENGINEERED FILL E FouNoATloN N SPECS: Y N APPROVED SHOP DRAWING YTYLRND PLANS Y N AVAILABLE ADSAr'OSHPD OJEC APPROVED DOC UMENTS EGIEUIFMENT USEO 6Y CONTRACTOR !\/oRK AREA: Filst Floor . Hicrade MixNonrlalWoight ConcreteIAL TEST REPORTS)OR MATERTOR (INCLUDE RES EARCH REPORT NOMATERIALS USED BY CON all in the following locations: rt wall and pilasters from level 0 to level +4' 0" from finish floor. lnspected masonry unit for conformance to specification and Code' lnspected masonry mortar for proper mixing and handling' lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance. All above work is still in progress as per approved plans and code' -lnspected the laying up of 8" and 12" CMU w On grid line F.8 and line 5.6 for shopping ca OJR CTE Mco PLETEEcPNTERPO'/oTKDoTNFoWORALLASKRCPEEEWORR cc Certifca Verified tion *: ICC{45747 TTITG 1 lhl.nd Emrirc 'l 4467 U.rilian Pkwy. , Bldg 2A RiveFidâ‚¬, CA 92518 T6l: 951.653.,{99â‚¬ FEx: 951.653.,1666 Dispatch: 8OO.rl91.2SO MTGL PROJECT':5403A19 P6rmd , 10191322-17509 RoporttlPage 1of , Specal lnspâ‚¬cto.r Reporls mug bâ‚¬ dlstnbutâ‚¬d to UE partes tlsled beton wthn t4 days Separate repoats shall be prepared ic,. each type of spâ‚¬dal inspecton o a d. y bssia d the nspâ‚¬dDo Report ol non-compliaflt tDrditorls musl be dstnbutâ‚¬d imrnâ‚¬diately Ea.,l rcpon Ehall bâ‚¬ compld and sroned by the spec'al irispedor coodlrctirE lhâ‚¬ THE WORK WAS WAS NOT THE WORK II{SPECTED MET DIO NOT MEET Corpoaatc 2992 E Lr tulIrl. Ave. Sto. A Anah6im, CA 92806 Tel: 714 432 2e99 Fex:714.eB2.F7 4 Dispetcn: EoO.491.29â‚¬O San Oicgo/lrperial County 6295 F6rris Squara S:to. C San Diego, CA 92121 Tâ‚¬l: 854.537.399s Fax: 858.537.39X) DisFtch: 888_8,{4_5(rO lndb 41917 Gof C.nior Plwy.. Sts.l lndic, CA 92m1 lol:7@.U2.4677 F.x:7@.U2.1525 Oi3p.Hr: 800.,191 .2990 OSATITY Filo , - OSATOSHPO Appl. t DSA/LEA ' - DAILY INSPECTION REPORT lnspectod in accordance with thâ‚¬ rsquiremenb of th6 OSAJOSPHD/ PROJECT approved doqJments MATERIAL SAMPLING WAS E wAS NoT E I\UA EI WbAthET Performed in accordance with OSA,|OSPHD/PROJECT approved docurnenis. Ttre roquirements otthe PROJECT documâ‚¬nts Sampbs takeo. Clear remp: 71 f Proiect Ardrilecl Strudural Engineer DSA Regional Oftce Scfiool Ois*rid Contraclor Building Oâ‚¬panment O,vner Signature ot Special lnspedor Maged Saad Print Name Certiltcatio n #: ICC PRoJEcr NAME: Aldi Mor Store # 34 Dare O8l21l2O17 TIME ARRIVED O8:OO AM TIME DEPARTED: 3:00 PM E NGINEER: B&B Associates TRAVEL TIME:LUNCH TIME: - CONTRACTOR, ED GRUSH SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECI: 2830 S. Bristol St, Santa Ana,CA TYPE OF INSPECTION O ENGINEERED FILL E FoUNDATToN E BACK F|LL f] BATCH PLANT E PT coNcRETE E sHorcRETE E coNcRETE f] MASONRY E H|GH STRENGTH EIoLTING E wELorNG E SHoPWELD trtrtrfl NDE sHoP FIREPROOFING ANCHOR/DOWEL NDE FIELO Câ‚¬ILING WREtro DSA"/OSHPO PROJECT APPROVED OOCUMENTS AVAILABLE APPROVED PLANSYENE] SOILREPORIYENE SPECS:YEND APPROVEO SHOP ORAWNG Y f] N f] RESEARCH REPORT tlo. OR MATERIAL TEST REPORTSX Norrratt bEht Concrere, tii-crldG ltrx EoEUTPMENT usE0 By coNrRAcroR: Boom lift, Harness, chipping hammers, wire brush and welding machines \ roRK AREA First Floor MATâ‚¬RIALS USED BY TRACTOR (INCLUOE eted welds were visually inspected in the following locations: -Reinforcing joist between lines ! & ! and lines 6 and 6.2 to angel and L/2" rod as per detail C2 on sheet # s-405 Welds were inspected for size, length, location and free of visible defects. All welding was performed as per approved plans and code. certified welders Jeffery Rodgers license #psF 046 performed the above detailed welding. All work detailed above is still in progress as per approved plans and code. R EWOR ASK EP cR TEN OF ALL RWO TOK DA 06/"PERC ENT PROJECT COMPLETE: Compl cc Verifed 479 ARcHITECT: APD TTIIG Corporata 2992 E La Palm6 Aw. Ste. A Aiahâ‚¬im. CA 928m Tel:7'1a.632.2999 Fax'.714.632.2971 Dspatch: 800.491 .2990 Sin Ologorlmporhl Coumy 6295 Ferds Squa.e Stâ‚¬. C San Diâ‚¬go, CA 92121 Tel: 856.537.3999 Fax: 856.537.3990 Dspatch: 888.8,14.5060 lnl.nd Empirr 1,(467 Meruian Pkwy., Bldg 2A Riversftle, CA 92518 Tel: 951.653.,i999 Fax: 951.653.a666 Dispatch: 800.491.2990 lndlo 1,a917 Gof Cenior Pl(wy., Sle.'l lndio, CA g22ol Tel:7@.112.4677 Fax:760.342.4525 Dispatch: 8oo.,t91.2sfl) MTGL PRoJEcr.:E 4a 3 Alq eernn* lDtTl tL2 -175c-l neporrr { eage.lot f DAILY INSPECTION REPORT DSA/CITY File * DSI,/OSHPD Appl. * DSAJLEA I _________l separde repo.ls $an bâ‚¬ Fepâ‚¬rcd ld eacn rype ol 3p..â‚¬l inspâ‚¬dm o. . daly Dasr3 Each repott shall ue csndetâ‚¬d md s,grpd by thâ‚¬ 3pecirl lrrspâ‚¬ctor conduclmg rhe THE WORK lnspected in WAS NOT THE WORK INSPECTEO MET DiD NOT MEET with the requirements ofthe DSNOSPHD/The requirements of the PROJECT documents Sarnpbs taken.PROJECT approved docurnents. Weet iitATERIAL SAMPLING WAS ! WAS NOT D N/A ( Perfo.med in ac@rdance vv h OSA/OSPHD/PROJECT approved documents. her: Sunny o Slgnature Prqed Architect Structural Engineer DSA RegionalOtrce School Distrid Certillcation Atdr Hor sIo{?#Z+PROJECT NAME o"'812a/2ot+ ARCHITECT APp TIME ARRIlTD B'so Al \,ME DE,ART6D: // , 30 A l.r ENGINEER B9-B f,s5oq.\fie 5 TRAVEL TIME LUNCH TIME CONTRACTOR Eb 6ROSH SUB CONTRACTOR INSPECTION AOORESS ADoREss oF pRoJEcr:1$3b g, $ rrsTo I sT, TYPE OF INSPECTION f] ENGINEEREO FILL E FoUNDATToN E BACK FILL E BATCH PLANT f] PT CONCRETE E SHoTCRETE E CONCRETE [T.MASONRY DI|GH STRENGTH BoLTTNG O WELDTNG E SHOP WELD E FIREPRooFING O ANCHORyDOWEL E NDE FIELD D NoE SHoP E] Câ‚¬ILING W]RED-D-tr OSA,/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANSYENE SOILREPORTYENE SPECS:YDNE APPROVEDSHOP DRAWING Y D N E MATERIALS USED BY CONTRACTOR 0NCLUOE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): N,o.nalWâ‚¬ighl Concrete. Hlcrade Mix EOEUIPI EMT IJSED BY COMRACTOR: VVORK AREA: anspeded.1tri ,iJ,IJ op o! a*.e re" cHu .,qfi I h 7E |otto-,\ Ioct(or\s 1n 3r;dl]r. r.8 qnd (rne 5.6, lor sh"ppin3 Coft roq\ g.o" 1 Courses lram youy.dfiion (evcl lnstepd yn4sonr.J ovr'fi Sor eonloyr'.or,q1 fo SFcril(ccll o\ qnd ede,-In:pedel ",q:o1^i nor\q.rr por frofer *ir.,.i5 o"t-f""ifi"5- rnsped.J rt.rn[orrr1\ 6-tct\ go" r,iSr g"ol",t5T(, /rb *lrce qnd Clco ran.", A\1 qbor< .r,or( iS sfitl ,r? prcsr(ss qs F.rr Approud plOn.qnd code. REWoRK AS PERCENT OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETE cc Verified by: q e of Sp6cral lnspedor d sqoJ Temp: .a_ Contraclor Building Oepartnent O,vner www.mtglinc.com 2992 E. La Palma Ave- Sle. A Anaheim. CA 92806 Tel: 714.632.2999 taJ,':714.632.2974 oispatch: 800.491.2990 o Comorate: a San 0iogo/lmperial Counly lnlrnd Emplrs: 14467 Meridian Pkwy., Bldg. 2-A Riverside. CA 92518 Tel: 951.653.4999 Fa(: 951.653.4666 Dispatch: 800.491.2990 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 800.491.2990 DAILYINSPEGTTON OS&CITYF.IE'MrGt ProFd* 5 Permit,REPORT OSlr'oSHPO APPL ':- Report r_ PG_ 0F IUIIGT OAIT iNLfittli IRAVEL TIME LI]IICH TIME CONIBACIOR Su8 C0rrrPACT0F lrsPfcr ori aoo8fss AOOAESS OF PSOJTCI TYPE OF IIISPECTIO}I ENGINEERED TIL I TOUNOATION EACK FILL , EATCH PLANT - PT COiICRETE . SHOTCRETE a col'lcRETE MASOI{RY HIGH STRE GIH BOTTII{G IVELDIIIG SHOPWTLO I] FIREPEOOFII{Gz At{cHo8/DowEt: NDE FIELO .] NDE SHOP PULL,TOROUE TEST OSAiOSHPD/PBOJICI: APPBOVEO DOCUMTIIS: AVAILABLE: APPROVED PLAI'IS YE I{ SOIL REPORT Yi NI SPECS: Yll ilL APPROVED SHOP ORAWII'IG Y ] I'I t aTt8llrs usâ‚¬o 8y cllfiRlcroF ([acruoE BtsE EcH 8tPo8t[0 08 uArEErAL rEST BEPoRrs]. r. STSUCTURAT I{OTTS, ONAIL, OE RfIS USID FEMAFXS /f,aud|o r6Df6S: REWORK AS PERCENT OF ALL WORK TODAY lrESttL st PUiG wAs wAS NoT r'l/Al, Perlormed in accordance with oSr/0SHPo/PRoJECT approved documents I E UONT WAS l9 WAS I'IOT:] lnsp6ded in accordanc6 with th6 r.quiromâ‚¬nts ol tto DS oSHmPRoJECT approvâ‚¬d documents. IHE W0nI IISPECIID METc DlO t'I0T MEET The requirem0nts of the oSA/oSHPo/PRoJECI approved documents Samples taken:-______-_____: Weather: Temp Sionaturo of Special lnspector Project Architect StrucluralEngineer 0SA Re0ional otlice School District Contnctor Buildin0 Department ownsr cc Vented by: _ OSA / LEA ' ANEA GEID LIIES, PITC'S ITSPTflIO I /t I PEBCENT PROJECI COMPLETE: prinl Name Cerlrficalron ,: _ AEROHYDRON'CSra.zw *'i$s Page: 1 oale:11117r2U7 No. Of Copies: 2 SUMMARY OF BALANCE REPORTS FOR SYSTEMS & EOUIPMENT TESTING ON THE PROJECT NAMED BELOW PROJECT: LOCATION: CONSULT, ENG,: CONTRACTOR: GEN. CONTRACTOR Aldl Stote #34 Santa Ana, CA 2840 South Bristol St Santa Ana, CA92704 T - Squared Professional Engineers, lnc. Controlled Envlronment HVAC lnc. Lajos CsontosTâ‚¬sts were performed by:Our Project#: 11177 INDEX NO SYSTEM SERVICE NOTES 1 2 .) 4 5 6 7 I 9 10 11 12 13 14 15 16 17 18 19 20 Sales #102 Officâ‚¬ #107 Break Room #106 Back Room #109 Toilet Back Room # 109 Supply Supply Exhauster Exhauster Exhauster Exhauster RTU.1 FC-1 EF-1 EF .2 EF.3 EF.4 I I I I I I I I 2 -. 1o :4 ! 2 = 3oo 2o R o :r -l !o E -2 z = =*a =I!!o o-. {a tr v ovo z a ,a oFI o , Io o2 o o o oz o "E -I o Il "l : -< l" E 't o .l z -c. a , 3 2 =zC., 1 1 o-{camvo -. { z E o =6)o? 6- .D P I o o o! o B,N s -! =, I m <t -{o o2 9 :oz io b.bq 9o i5 ;@ o 3oiouo -- { 6 oaz9oomo{I v -tbI -t -1 _. 1o t o -lo -. {I E 'T t zv m ozo @I m m-l |na J!b e!a i?! I o I!F! .l t z o m 2 oz 0 -. { x !I ca nl =! o I a - CoJ v I o -1 I - 3 ]l 'p7ot-moJ Pg It U' o t,P r) roo -{6 =aoo =o o. . .. 1 -o t 0, o. -@ 'i z o+c r-o'n3 !g 3 u m, \,o: e o =P Iz -am zo </ t l mt-0 -- l molz o o -. { g -t 6n t I on -. 1 o z F o I 6 o !CT-mIa o + o o ai E!7{c 1lndex: Page: Date: 11117 2017 COMBINATTON TEST SHEET FOR IND. OUTL,, INLEIS E DUCT TRAVERSE AEROHYDRON'CSr-fial--t SYSTEM NO 1 SUPPIY RTU - 1PROJECT: Aldi Storo f34 Santa Ana, cA Avg Final FPM t1 #3 i4*1 #2 9 108 f5 t2 t5 16 FINAL DATATESTING DATA FPM or VEL Pressure CALCULATED DATA Oitfwer Grille, Oucl, etc. Ft. 4 763sI l3 l4 Zone CFM Aclual CFM Area ln Size ln lnch lD. No. Req. c Fi, Req. v.P. Req. FPM Room No. Acl. 850 F PfuI'1346 1.67 806 9801 Sales Area 30" x 8' Lower 806 I 8306,1 013461.67 850 830 835835540 102 102 2 3 30' x 8" 30" x 8"1346 1.67 i806 8801060I10230" x 8"4 1346 1 .67 85598030' x 8"1346 167 806 8061025 880 855 210 870 285 60013451.67 806 300 102 106 6 7 30" x 8" 10"Q Diff . 2001018 210 215230 200 275 200101I 1V0 10"6 200 1.0 275 200 1.0 1.0 Hood I 680 FPM it6' x 16" Gtille Return Air Data 3375 8750 Fan tota capa 4.58 737 3375102 102 2 Achieved Ian total indivadual capacity 870 T 680 690 760 69065046" x16" Fan total 5750 190 Minlmum Oulside Alr Data 242 4 75873 I + 8.25 Ak.2000 (3)ra' x 20" Filters 1420 1386 1394 1470 210 215 9261 627 4 285 2083 3114 3160 1428 1453 250 Noles DESIGNED OATA I I I F*o,l. I capacity I 1 'llli'lllll Achieved fan total individual R.A. capacity t- I 250 I FPM I 11t17 no17 Dale I ndex 1Page FAN AND OUTLET SHEET COMBINATION AEROHYDRON'CSrA--*ret1 t-t- - |Su pply PROJECT: Aldi Store #34 Santa Ana, CA LOCATION: CeilingFAN NO: 2 Office #107 OESIGNED DATA Diffusâ‚¬r Grills, Duc1. etc. Sq.Ft. Area ln Req. FPM Req v.P Room No. lD. No I eq. FM R c Size lnch lndiv. OutleU lnlet CFM t6 FPM CFM Avg Branch FINAL DATA Final Zone I4 I5 CALCULATED DATA lt *4 TESTING DATA FPM or VEL. Pressure t2 #5 l3 Act. v.P. r0 #1 t2 t3 8 9 r4567I23tt R6tum Alr Dala 315 1.0 Hood 315 Fan total. R.A. cap. 24" x24" Screen 340 190 340 __l_Minimum Outside Air Oata Min.O A 196 179 6"0 Duct 340FPM It_![.]_190 FAN ACTUAL CFM 377l-T,S,P 1t400.10' CFM 350 FAN DESIGN DATA E,S P RPM TEST CONOITION OpenMIN FRESH AIR OAMP MAX FRESH AIR DAMP R eaditmPrel SUCT PR.. TOTAL SP OlSCrl PR +RETURN AIR OAMP EXHAUST AIR DAMP SUC IEMP f F)COI-D ZONE OA-i.lP HOT ZONE OAMP FACE OAMP AYPASS I]AMP SPRAYER IS VORTEX / VFO Erhausl 09" H PH 12 FIELD TESTING DATA Final R 17' 72 PH '3 PH X2 VOLT PH '1 08" --,+-- 40 208 PH '3(.08' - (x:) .04' FAN IS FITTER PRESS DROP HEATER SIZE MOIOR DATAFAN MANUFACTURER OATA LG 1t40 sr2E EELr NO /S|ZE1050 0.10" OTHER srzE Thermal PULLEY'S DATA MOTOR 1t60t20a HPNAIUE OF MFG TOT SP CAP IN CFM NO /SrZE LG 3s0 LCNl87HV SHAFT C TO C ADJ SERVICE FACT OPERAT AHP IT,IAKE PH/CYMTS Direcl drive0.60 A,lP EXT SP I I I I Open I I L- -.1 FAN AND OUTLET SHEET COMBINATION Date 11t17 t2017 lndex: 3 Pago: 1 AEROHYDRON'CSr-r*-zet-l EF.1Exhauster PROJECT: Aldi Store #34 Santa Ana, cA LOCATION: RoofFAN NO: 3 Break Room #1 TESTING DATACALCULATEO DATA FPM or VEL. PressureDif,u8er G.illâ‚¬, Ducl. etc. #5#1Req v.P Req. CFM Area ln Ft Req. FPM to. No Room No, Size h lnch Brancrr or Zone cFltl lndiv. OutleU lnlet CFM FINAL DATA Avg l6l4t5 Act. v.P. Final FPM ll t2 *2 9 t0 *3 *4 6 7 85I23 FPlil180 1.0 Hood 'I B0 10"0 Grillo Fan lota 195 195 FAN ACTUAL CFM 195 HPT,S.P 1,319 1/300.25" E,S,P RPi?,t FAN DESIGN DATA c Flu 180 Prelim Raadings TEST CONDITION Openl lIHOT ZONE OAMP FACE DAMP BYPASS OAMP VORTEX / VFO SPMYER IS FAN IS FILTER PRESS OROP I ogl Final R 1.05 120 Erhrurl 30" 33' Thermal FIELD TESTING DATA PH '3 74"F 1550 SUCT PR.. OISCH PR + TOTAL SP SUC TET'P FF) pa s2l PH '3 VOLT PH. II ?H t2 TIEATER SIZEOTHER FAN MANUFACTURER OATA MOTOR DATA 1/30 MAXE HP E AMP Greenheck HPNAME OF MFG Greenheck PH/CYMTSMOO. NO /SIZE,G.O7O-DGEX 180CAP IN CFM TOT SP 0.25" PULLEY'S DATA T NO /SIZE SHAFT C TO C srzE MOTOR Oirect drive MO IOR ADJ 1550/3spd 1/60/115 FRAME 1.10 AMP SERVICE FACT OPERAT BHP EXT SP I I DESTGNEO OATA I t- 195 lun rnrsx ra oetp. lro* ."a", o," *". I RETURN AIR DAI'P l I EXHAUST AIR OAI'P. lco.o zon. o "P I I srzt o o -. to I zo = oo I o ro oz o "E o o o o =r o F I o ! !o I -. {>o ?o @ o mx 'n z 3 z Cn r) -. 1cama o -- t o o,o 9 o -{ma-{o oz 9l oz I z P o o o :t G, I ,ouo <h o E! o-:o ca =- =oJoa o .- { t o r E s ! {i = ao =m I a,E .F -I o "i -< :Uf- 't o .l z Ca ) .r 1 z QZ !J o ao 2C>- l lror I zl U' -rf lm{ TI o 3 -. , 1I! o o _T t -D o o I I! I A! g) N ,N .n z o m 2oz o { m ! -. 1 No -, t oo]o (Dx !o a m J 0,c o m_n N -oo Ioz aoo,n zz 9 @o voo 3 o(o !vo(-moJ Eso o oIt9,5 @t c, -c ,o Tl o f =! r lJ qi " f l 3d 4 =q g 3 o Iz ro -. t .n 11!=sp a (D v .o o .. t z a I 3 a -oo it) m(,ozmoo -- t oc F-. tmoo -- t !ma !a -- l m -tzo -- t a Zo oo '3 3 _9 :r t D o, 3- o !9 'T t z o C t-o 11 = a > , 4o e I T a " o o (, -- t o o) N l m To I mo :z o o { ll l!3 0,5 a o -{ N I I o a ta :, , z crrmIao + F o -. {o -. 1o zo 3o e9 o !. 1 ct o 'o a o 11n7 no17 Dale lndex 5 Pags: I FAN AND OUTLET SHEET GOMBINATION AEROHYDRON'CSs-t*Zat*l EF.3Exhauster PROJECT: Aldi Store #34 SantaAna,CA LOCATION: RoofFAN NO; 5 Toilet lndiv. Outleu lnlet CFM t2loll #'1 8 9I t2 #3 *4ReqReq Ft FPM V.P. Final FPM Zone CFM Avg Branch FINAL DATATESTING DATA FP[4 or VEL P/essurc CALCULATEO DATADESIGNED DATA Oifruser Grille, Dud, etc. ID No 6 74532 I6t3l4l5 Area ln Size ln lnch Req. CFM Act v.P. 265300FPM250 1.0 Hood250105 270 265 270220 265 270't.0 2s0't0"0 10'0 Grille 250103 1 3 500 Fan 535Achisved fan total individual ca I FAN OESIGN DATA FAN ACTUAL CFM T,S.P E,S,P RPI\4 HP 500 0 15"1,550 1/15 535 TEST CONDITION FIELD TESTING DATA Erh.u!t MIN FRESH AIR OAAIP l\rlAx FRESH AIR OAMP RETURN AIR OAI\,IP 03 EXHAUST AIR DAMP Open TOTAL SP .29" COLO ZONE OAI'P SUC TEMP C F)7 4'F HOT ZONE DAMP 1550 AMP PH '1 ?a 12'2.4 PH '3 VOLT PH '1 PA 12 120 FAN IS F1LTER PRESS OROP PH '3 OTHER HEATER SIZE FAN MANUFACTURER OATA PULLEY'S DATAMOTOR OATA Mc Millan El 1/60/1 '1 5PH/CYMTS. MOTOR Dired drive1/8 HP 2.6 AMPN^T'E OF MFG Greenheck MOD NO /SIZE G-095-GEX CAP IN CFM 500 SIZESIZE EELT NO /SIZE SHAFT C. TO CSERVICE FACT OPERAT BHP TOT SP 0.'15'EXT SP I I **.I No. Prelim. Roadingg_l.I'Ie! jgeqnJg l.*r.,* -_1__ 6.q".". T- I I I I r* I m.r *. levpAss o uP luo^* , *o ISPRAYER IS Therma 155o/3spd tl17no17 6Dalendex Page; 1 FAN AND OUTLET SHEET COMBINATION AEROHYDRON'CS.rA-n7e-f-l EF -4Exhauster PROJECT: Aldl Store #34 Santa Ana, CA LOCATTON: Roof FINAL DATA l6lllo #3 #4#'1 i2 flI #5 \2 Req Req Ft,FPM V.P. TESTING DATA FPM or VEL. Pressure l5I3l4 CALCULATEO DATADESIGNED DATA Diftuser Grille, Oucl, etc ID No 5-1 6 732 lndiv. Outleu lnlet CFM Room No. FAN NO: 6 Back Room #'109 Branch Zone CFM Act. Avg. Finat FPM Area ln Size tn lnch Req. CFM 10601060FPM100010601000 12" x'12" Screen 1.0 Fan total gipqc,ty FAN ACTUAL CFM 1,060 HPTSP 1140.15"1,000 TEST CONDITION CFM E,S, P RPM FAN DESIGN OATA Prelim Readingsl I Open MIN FRESH AIR DAMP EXHAUST AIR OAMP ti,lA)( FRESH AIR OAMP RETURN AIR OAMP TOTAL SP COLD ZONE DAMP HOT ZONE DAMP SUCT PR - lorscx pa . sUC TEMP f F) PH2 04 u 785 FIELO TESTING OATA .30" Final Readin s 74'F 120 FAN MANUFACTURER OATA NAME OF MFG Greenheck 5,0 AMP114 AP Marathon MOTOR DATA SPRAYER IS VORTEX / WO PH 13 HEATER SIZE VOLT PH '1 Plt 13 PH 12FAN IS OTHER FILTER PRESS OROP MAKE HP & AMP GB - 121 -LMDXMOD NO /SIZE 1,000CAP IN CFM vP24 - 112" SIZE H 4L220 PULLEY'S DATA Fixed srzEAK 52H u4" ti()TOR 1tm llom max TOT SP EXT SP 1/60/115 FR48YZFRAME OPERAT BHP SERVICE FACT BELT NO /SIZE STIAFT C TOC 1725 0.15" I l_ t- I I I IFACE DAI,P, E^..r4,r- ,MIS .1