The URL can be used to link to this page

Home My WebLink About500 W Warner Ave - PermitENGINEERING & TESTING, INC. KOURY ENGINEERING 14280 EUCLID AVENUE cHlNo, cA 91710 (24 Houo Cell: (310) 713-4005 Oflice: (909) 606-6111 Fax: (909) 606-6555 REGISTERED INSPECTOR'S DAILY REPORT Forffi 5oo W- Warner Ave. Crtv Santa Ana Voluntary Seismic Strengtheninq 10199744 Santa Ana Tenant lmprovement Firle alDesaiiDllo.Ttpe. qrade. source elc.) MHP eoniracloi Premier Jack Sparacio SPS TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES Location: Wall Ledger at Purlins & Pillasters - Observed epoxy 5/8" rods per details 1,2,12lS3.0 Location grid A,/28-42 ernbed 4112" & 42lA-R embed 51/2". Holes clean, embed depths observed, & set in Hilti Hit RE 500 V3 epoxy. Exp.3/2020 OUALIIY CONTROL CIIECKLIST tr c.creDNwirHc,r tr snwmJos tr CHECKEDPERMtr tr REMtuoemovEDPW tr REMEwmsPEcFcanoNs ! REvEWEDREvousEPmrs tr TESTPERToRMEoPâ‚¬RsPEcs tr coRFEc,NooFsA,{6s EI sdPrEs srGED saFErY tr CALED NSAMPLESFORPIC(UP tr aLEFrcrENoEsNorED ! -*", CERTIFICATION OF COMPLIANCE ALL WORK LISTEOASOVE WAS INSPECTEOAS REOUIRED AY TIEAPPROVEO PLAN. SPECIFICATIONS, AND GOVERNING CODE CONT NUED ON NEXT PAGE n r $"#.93A',8'JEi,yl',^li, WORK DOES NOT COMPLY TIME IN TIME OUT REG, HOURS o T HOURS SAMPLES 7:30 am .l :30 am 8.0 All insoâ‚¬ctions ba$d on , minimum ol 4 houE and we. 4 houB - I holE oinimum ll ihe insEclor rs c.lled io 6 oroiecl and no m* E Nriom6d a Mo nour ornrmum chaEe wll be apdied B$s6 vqit O c. Châ‚¬hisl. Btc 5261928 ICC Daro 5^ 5/19 "'o'""t*o 19-0554 TYPE OF INSPECTION REQUIRED E Reanforced concreie I P@slross6d concrote ! Reinfo.ced Masonry E slrucrulal sreel E Firs Proo,rno E shotcrels fl Qualitv conlrol E Dnlbd ln AochorsIother Eooxv TESTS PERFORMED cC: Architec1. Emlner. Buildmq ofr.ial AGENCY www,kouryengineering.com FORM FR,20003 07/01/2015 INSPECTION SUM]'ARY- LOCATIONS OF WORK INSPECTEO, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROALEMS PROGRESS. REMARKS. EIC, INCLUDE INFORMATION ABOUTAMOUNTS OF MATERIAL PTACED OR WORK PERFORMED, NUMBER & TYPE OF TEST SAMPLES TAKEN, STRUCTURAL CONNECTIONS (WELDS MADE BOLTS TOROUEO) CHECKEO, ETC, ENGINEERING & TESTING, INC. KOURY ENGINEERING 14280 EUCLID AVENUE cHrNo, cA 91710 (24 Hou4 Cell: (310) 713-4005 Officer (909) 606-6111 Fax: (909) 606-6555 oare 5/16/19 o.,"o "" .l g-05S4 TYPE OF INSPECTION REOUIRED E Reinrorced concrete E Prâ‚¬stresssd Coocrets E Reinforced Masonry fl Sfiucluralsloel EI shorcrote E Oualllv Conlrol fl orilod ln AnchorsIorher Epoxv REGISTEREO INSPECTOR'S DAILY REPORT trqrffis"i 500 W. Warner Ave CrlV Santa Ana Voluntary Seismic Strenqtheninq 10199744 Sanla Ana Tenant lmprovement lVatenal Dâ‚¬scriDlion (lype qrade source. etc.)Enqineer MHP Premier Jack Sparacio SPS TESTS PERFORMED TYPE OF SAMPLE SLUMP OUANTITY IN SET ADDITIONAL REi/lARKS ON SAMPLES INSPECTION SUI'iIMARY- LOCATIONS OF WORK INSPECIEO, TEST SAMPLES fAKEN, WORK REJECTEO, JOA PROBLEMS. PROGRESS. REMARKS ETC. INCLUDE INFORI\,4ATION AAOUTAMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMSER & TYPE OF TEST SAMPLES TAKEN, STRUCTURAL CONNECTIONS NELDS MADE. BOLTS TOROUED) CHECKEO, ETC, Location: Wall Ledger at Purlins & Pillasters - Observed epoxy 5/8" rods per details 1 & 2/53.0 Location grid 28/A-B & Rl28-42,5/12" embed Holes clean, embed depths observed, & set in Hilti Hit RE 500 V3 epoxy. Exp.3l2O2O Epoxy work at G(id A-8128-42 Completed. ! cHEcxEoNwrBCrv tr oNnMErcJos tr dEcxâ‚¬DPEnMr ! REvrEwEoAPmolEDPN tr RNrEwFosPâ‚¬crncAroNs tr RwRsPRrylolsREPoRrs tr rcfiPERFORMEDPERSPECS E comerNooFs^uptâ‚¬s tr sr^,PrEssroRmsAELY tr calLEohvwcsFoRParuP tr aLoEF'c,ENc'EsNoroZ-*" CERTIFICATION OF COMPLIANCE ALL WORK LISTEOABOVE WAS INSPECTED AS REOIJIREO BY THEAPPROVED PLAN, SPECIFICAIIONS, ANO GOVâ‚¬RNING COOEr 1"9ffi3y3'J:",,ylli. CONTINUEO ON NEXT PAGE WORK OOES NOT COMPLY IGNATURE OF REG]STEREO B/C s261928 rcc TlME IN III\,4E OUT REG, HOURS O,T, HOURS SAMPLES 1O:00 am 4.0 tul insDectons ba*d on a minioum ot 4 hou6 and over 4 houc - 3 hou6 minihum ll !o a ooâ‚¬cr and rc wo is oedornsd E M h@r n'nihum Prer* v6fv o c dta.jJ, //- ..' Kennv Holl I ccr Archftct, Enq neer, Blildlnq Offloal www.kouryengineering.com FORM FR-2000307/01/2015 OUALITY CONTROL CHECKLIST = 6:00 am KOURY ENGINEERING 14280 EUCLID AVENUE cHtNo, cA 91710 (24 Hour) Cell: (310) 713-4005 Office: (909) 606-6'1 1'1 Fax: (909) 606-6555 ENGINEERING E TESTING, INC. REGISTERED INSPECTOR'S DAILY REPORT D"'" 19-05-31 Fri "t*'o 19-0554 TYPE OF INSPECTION REQUIRED n Roinforcâ‚¬d Consete E Prcsircssed Concrcle E Roinrorced Masonrv E structuralsreel E Fnâ‚¬ Prcorinq E Sholcrete E Oualitv Conlml trr otner B-l gSEWm;Cily Santa Ana Voluntary Seismic Strenghening "{olUbz+r 'Sb"8tBnn" Y,fl?i3-**o$lq["t Mn lertat De scr !!on tlvDe, arade source el( ]cable and bracl(ets 'ffiiijp 'Plaifii", [ii3Fi'JSldT.oushrin TESTS PERFORMED TYPE OF SAMPLE SLUMP OUANTITY IN SET AODITIOIIAL REMARKS ON SAMPLES !NSPECTION SUMMARY. LOCATIONS OF WORK INSPECTEO, TEST SAMPLES TAKEN. WORK REJECTED, JOB PROALEMS, PROGRESS, REMARKS ETC. INCLUOE INFORI\,iATION ABOUTAMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER & ryPE OF TEST SAMPLES TAKEN STRUCTURAL CONNECfIONS (WELDS MADE BOLTS TOROUEO) CHECKED, ETC, I arrived at 7:00 and met with James Mendez. We started with grid 2842 x C-H complete. I watched the post and . cable tention procedure and all is correct to approved plans and specs. (6 kips) QUALITY CONTROL CHECKLIST tr E d"E'E*ED**o'-"^ d"E''E*â‚¬"s".c.c^*-s tr Râ‚¬v,EwEoPRlv'c,sREPoF S tr TESTPERFORMEDPERSPECS tr comâ‚¬crNooFsaMetEs E sqHrs sronEo SAFRY E CAILâ‚¬DNSAMRESFoRPck@ tr a!crciENc,EsNoEo M cffic"E"**"tr orHER CERTIFICATION OF COMPLIANCE ALL WORK LISTEOABOVE WAS INSPECTED AS REOUIREO SY THE APPROVED PLAN SPECIFICATIONS. ANO GOVERNING CODE I woRK coMpLrEs wlTH E woRK ooâ‚¬s NorcoMPLY APPROVED DOCUMENTS B-l s322075 rcc O,I HOURS SAMPLESTIME IN TII\.1E OUT REG HOURS 0700 1300 8 All insDections basd on a CC Amhltect Enqin&r Buildinq Oni.i.l www,kouryengineering.com FORM FR-2000303/112015 KOURY ENGINEERING 14280 EUCLID AVENUE CHINO, CA 91710 (24 Hou0 Cell: (310) 713-4005 Office: (909) 606-6111 Fax: (909) 606-6555 ENGINEERING & TESTING, INC. REGISTERED INSPECTOR'S DAILY REPORT o"'" 'l9-06-03 Mon Pro'ecr No. 19-0554 TYPE OF INSPECTION REQUIRED E Rsrnfo.ced Concrete E Preslressed Concreta ! Reinfo.ced l,lasonrv E Sructumlsreel E Fks Proo,ino fl shorcrcre E Qualiiy Conlrol orher B-l 1 07 mb'W\l7i.*,.City Santa Ana Prorerr lrame Voluntary Seasmic Stronghthening "I0'ibbz+q 'Sbiltuinn" Y,fi".'13**." oitlHp lv ''sfffi"r cpria"Hier Desi gn Group lliisFisSldtougnrin TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY. LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS PROGRESS- REMARKS ETC. INCLUDE INFORI\,{ATION ABOUTAMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER E TYPE OF TEST SAMPLES TAXEN, STRUCIURAL CONNECTIONS (WELDS MADE. BOLTS TOROUED] CHECKED- ETC, Arrived at 0700 and met with James Mendez. I watched the beam & cable tightening to (6 KIPS ) Allwork done today is consistant with specs and approved plans. The area completed today is 2842XH-P. QUALITY CONTROL CHECKLIST tr cHEc{EorNWrHcrY tr M tr TESIPERFORMEDPEfl SPâ‚¬CS E coRRâ‚¬clNoocsMPLâ‚¬S E sMPtEssroREosaFELY tr c&cDNsAwLEsFoRacruP E rLmFrcENcEsNorEoM E tr REVEwEoPREVousREPoRrs tr orHER CERTIFICATION OF COMPLIAI{CE ALL WORK LISTEO AAOVE WAS INSPECTED AS REQIIREO BY rF E APPROVEO PLAN. SPECIFICATIONS, ANO GOVERNING CODE I woqi coveLrEs wI H E woRK DoEs NoY roMPr Y APPROVEO DOCUMENTS lfi'rl TIME IN III\,IE OUT REG. HOURS O.T, HOURS SAMPLES 0730 1330 8 A0 iNDeclio$ basâ‚¬d on a mBimum ol { iDUG and over 4 hou6 - a hou6 the '^soecl,or 's cdled lo a D.oiect and clraoe will be aDolled. Aea* vonly O Jacob KuliSIGNAIURâ‚¬ OF REGISTER B-l 5322075 corrnueoor ruexr ence I CC: richilecl, Enqrneâ‚¬r BurdinQ Ofi.ial www.kouryengineering.com FORM FR,20003 03/1/2015 ENGINEERING & TESTING, INC. KOURY ENGINEERING 14280 EUCLID AVENUE cHtNo, cA 91710 (24 Hour) Cell: (310) 713-4005 Office: (909) 606-6111 Faxr (909) 606-6555 Daro 614119 o''"o *o 19-0554 TYPE OF INSPECTION REQUIRED fl neintorceo concrere E Pr6str6ssed Concrele E Reinlorcâ‚¬d Masonry ff siructuralsleel ! Fne Prcofinq E shotcrere E Oualilv Control E Ddled ln AnchoEIorher EDoxV REGISTERED INSPECTOR'S DAILY REPORT 500 W. Warner Ave Cirv Sanla Ana Voluntarv Seismic Strenqtheninq 101 99744 Santa Ana Tenant lmprovement It4;terial Descriptiofl (lvpe, qrade. source etc.) I\,4HP Premier Jack Sparacio SPS TESTS PERFORMED TYPE OF SAMPLE SLU MP OIIANTITY IN SET AOOITIONAL REMARKS ON SAMPLES QUALIfY CONTROL CHECKLIST E cBEcKEo rNWrHclrr E oNllME'oJos tr ftEcxEo+N,r tr REVIEWEOAPPROVEOPLAN E REvMes%clac^noNs u REvEwEoPFEMolrs REPoRrs tr TESTPERFORMâ‚¬OPERSPECS I concrcrrc or sueirs tr sailPtEssroREDsaFELY tr c{EoNsAwrsFoFPcK@ n rLNrcENoEsNoreD E -*- CERIIFICATION OF COMPLIAI{CE ALL !1/ORK LISTEO ABOVE WAS INSPECIEOAS REOUIREO BY IHEAPPROVED PLAN, SPECIFICATIONS, AND GOVERN'NG COOE I woRX CoMPLTES W]TH APPROVED OOCUMENTS CONIINUED ON NEX'T PAGâ‚¬ TIME IN TIIUE OUT Râ‚¬G, HOURS O,T. HOURS SAMPLES 11 :00 am 1 :00 pm 4.O AJI inspeclions b.s.d on a mnrmum ot 4 r6u6 aod over 4 hou6 a houB ninimuh. ll lhe hspecior is olred lo a Droi&t and no .hsrae will be .pplied. Please venty O C Jacob Kulick P.o|oct s!Dennbndonl SIGNATURE OF REGISTERED I alc WOR( OOES NOT COMPLY 526'1928 tcc CC. Archnel, E.qn4, BoildinF Ofiod www.kouryengineering,com FORM FR-20003 07/01/201s INSPECTION SUMIIIARY. LoCATIoNS oF WORK INSPECTED, TEST SAMPLES TAKEN, woRK REJECTED, JoB PRoaLEMS, PRoGRESS REMARKS ETC- INCLUDE INFORMATION ABOUTAI\,IOUNTS OF AIATERIAL PLACED OR WORK PERFORMED. NUMBER A TYPE OF TEST SAMPLES TAKEN STRUCTURAL CONNECTIONS IWELDS MADE. BOLTS TOROUEDI CHECKED, ETC, Location: Wall tie at Purlins. - Observed epoxy 5/8" rods to existing perimeter walls each side of purlins per detail 3/53.0 Holes clean,6" embed, set in Hilti Hit RE 500 epoxy. 12 locations. Gtid 42/8, D, F, H, K, M, O, P-O. Grid 28lK, M, O, P-O. Work above completed. ttt KOURY ENGINEERING 14280 EUCLID AVENUE cHtNo, cA 91710 (24 Hour) Cell: (310) 713-4005 Office: (909) 606-6111 Fax: (909) 606-6555 ENGINEERING A TESTING, INC, REGISTERED INSPECTOR'S DAILY REPORT D''" '19-06-04 Tues*""''" 19-0s54 TYPE OF INSPECTION REQUIRED E Re,nforced Concrete E Preslresssd Concrâ‚¬te E Rsanforced Masonry E Stucturalslâ‚¬â‚¬l f] Firâ‚¬ Proo,lnq E Shotcrele E Oualily Control trI oue, B-l 107 odob"W.'ffi.u..cnv Santa Ana Voluntary S6ismic Strenghthening '"i0\bbz+q 'S'a"ff8nna \ffi ",j3*,,*"^i,lHp HlE[Sk%iT'3i'? SiiBrq'ade solrce erc )'Sliiflur "FIlfrler oesign liiiSli:i8ld![oush Ii n TESTS PERFORMED TYPE OF SAMPLE SLUMP AOOITIONAL REMARKS ON SAMPLES INSPECTION SUMitARY. LocATIoNS oF woRK INSPECTE0, TEST SAMPLES TAKEN WoRK REJECTED JoB PRoBLEMS, PRoGRESS. REMARKS ETC, INCLUDE INFORMATION AEOUT AMOUNTS OF MATERIAL PLACEO OR WORK PERFORMED. NUMBER & ryPE OF TEST SAMPLES TAKEN STRUCTURAL CONNECTIONS (WELDS MADE BOTTSTOROUED) CHECKEO. ETC, I arrived at 0730 and met with James. I observed them tightening the cables to the specs called out on the approved plans. All work inspectad today is consistant with approved plans and specs. Today they flnished the area A-C X28-42 The only area left to inspect at a later date is 2842 P-R OUALITY CONTROL CHECKLIST tr cHEckED'{wrHcry tr( trl tr(REVIEWED PREVIOI,IS REPORTS tr EsrE*oRwoERsPEcs E comEcrrcGsAwEs tr SAMPLESSIOREDSAFELY tr carED,Ns^MPLEsFoRPaxlP tr aLcF,cHdâ‚¬sNorEDM til tr orFER corrrueo on rexr eace f]CERTIFICATIOI{ OF COMPLIANCE ALL WORK LISTEDABOVE WAS INSPECTEOAS REQUIRED AY THE APPROVED PLAN, SPECIFICATIONS. AND GOVERNING COOE WORK COMPL]ESI!IT11 f:j woRK DoEs Nor coMPLY B-l 5322075 ICC TIME IN TIIVE OUT nec. nound o.T. HouRS SAMPLES 0730 0900 a zl-- All nsoeclio.s based on 6 mrn muh ol 4 the '.soeclo. 's @lled Io a .h6(6 will b6 6pdied Ploase Jacob Kulik NO www.kouryengineering.com FORM FR-20003 03/1/2015 tr flr.ouANnTY rN sEi ] I CCr Arhitecl. Enoneer, Buildnq Otrci6l KOURY ENGINEERING 14280 EUCLID AVENUE cHrNo, cA s1710 (24 Hour) Cell: (310) 7'13-4005 Office: (909) 606-6111 Fax: (909) 606-6555 ENGINEERING & TESTING, INC. REGISTERED INSPECTOR'S DAILY REPORT o"'" 19-06-10 Mon "''*n" 19-oss4 TYPE OF INSPECTION REQUIRED E Reinforced concrcte fl Presksssed concrâ‚¬ts [] Reinforced Masonrv E Strucruralsiesl E Firc Proolnq E shorcrere E Ouallv Control L: U other B-l 107 E8-b"$f.oW'"rn".. nu".Citv Santa Ana Voluntary Seismic Strenghthening "''f0'lbbz++'Sbilitodan" ttt-ijB'**"^'Ml\p Ite6lrDes.iDdon {ry're a,ade solrce etc.)u's{iif:"r "T'iS"liiler oesign croup wiisFiHSl0rtougnrin s,spge'or TESTS PERFORMEO TYPE OF SAMPLE SLUMP QUANTITY IN SET AODITIONAL REMARKS ON SAMPLES Arrived and met wilh James. We went up on the lift and lwatched while they tightend the cables to lhe required are set to 5 KIPS OUALITY CONTROL CHECKLIST tr Ei E trr M tr Esr4RFoRMEoPERsPEcs E comEcrNossAr{Es D SAMFTESSTOREOSFELY tr cALLâ‚¬oiNsalPlEsFoRAck@ tr NLoEFa'ENc'EsNoreo dRry@mPiEvo,,sREPoRrs E dER CONTINUED ON NEXT PAGECERTIFICATION OF COMPLIANCE AL! WORX LISTEOAAOVE WAS INSPECTEOAS REOUIRED BY THE APPROVEO PLAN, SPECIFICATIONS,AND GOVERNING CODE woRK coMPLtES wlTH E WORK OOES NOI COMPLY 5322075 ICCB-l SAI\,IPLESTII\,,IE IN TIME OUI/O,I HOURS 0830 1$9[4 J K r lll E! CC ,rch tecl Enqine. Buildina official NO www.kouryeng neering.com FORM FR-20003 03/1/2015 INSPECTION SUMMARY. LocATIoNs oF WoRX INSPECTEo, TEST SAMPLES TAKEN WORK REJECTEO. JOB PROBLEI\,4S, PROGRESS, REI\,4ARKS. ETC, INCLUDE INFORI\,4ATION ABOUTAMOUNTS OF MATERIAL PLACED OR WORK PERFORMED. NUMBER & TYPE OF TEST SAMPLES TAKEN STRUCTURAL CONNECTIONS IWELDS MAOE, BOLTS TOROUED) CHECKED, ETC. specs. The area finished today is P-R 28-42. The single harps are at 6 KIPS and the double harps Tl N'HI JOB MEMORANDUM Date: June 14,2019 Project Name: 500 West Wamer Ave., Santa Ana, CA 92707 Building permit number: 10199744 From: James Kramer Of: N,IHP To; Jakob Kulik Of: Premier Design + Build Group cc: JeffHall Ot: SPS Ph:562.985.3200 Ph:949.333.2261 Ph: - Email: Email; Email: Projecl Number: 17-0285-01 Page 1 of '1 jkramer@mhpse.com jacob.kulik@pdbgroup.com jhall@spsconslruction.com Subject: STRUCTURAL OBSERVATION A structural observation was performed for the above job on the morning of Wednesday June 10, 2019 by James Kramer, SE of our office. Structurally observed was; seismic wall anchorage and roof framing strengthening for the north third of the project (grids 28 to 42, Alo R). With the exception of the items noted below, all observed construction appeared to be in general conformance with the construction documents. At the time of the observation, 100% of the wall anchorage and 100% of roof strengthening in the area reviewed had been completed. On-Site General Contractor - Jakob Kulik, Premier Design and Build Group On-Site Sub-Contractor - Jeff Hall, SPS Specific ltems Noted and discussed on-site - - None U, (9 e * sE rtr t l9o0 Cover Sreci LonS 8ca.h CA 90808 562 985l20O P 562985 l0llF Mhhpsc.om