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Home My WebLink About500 W Warner Ave - Misc. PermitMTG t ( Coruonla 2992 E La Palma Ave. Ste. A Anah6lm, CA 02006 T6l:714.632.2s09 Fal.: 714.632.2974 Dispatch: 800.491.2990 san Dlcqo/lhperl.l county 8295 Fenl6 Squarâ‚¬ Ste. C San Dlego, CA 92121 Tel:858.537.3999 Far 858.537.3900 DiEpatch: 888.844.5060 lnlird Emplre 14467 Meddlan Pkwy., Bldg 2A Rlver3lde. CA 92518 Td: 951.653.,(8Sg Fa* 951.853.4666 Dlspâ‚¬tch: 800.491.2990 lndlo 44917 Golf Center Pkwy., S1e.1 lndio, CA 92201 Telt 760.U2.4671 Fax760.342.4525 Drspd.h: 800-491.2990 MTGL PROJECT#| _=::-DAILYINSPECTION DSr',/cm/Hb#_l!j!!_ REPORT Ds,arosHpDAppr. #_Pâ‚¬rmir # 10199747 Report # - Page -L- of -]-DSAJLEA # Soprrlo r6por16 .h.ll b. prâ‚¬par6d lor 6rch tt?. of sp.clal h.pâ‚¬cdd on e d.lly baeb. E ch l6p6l shafl b6 ocr.npiâ‚¬led aM aignad by hs sp6.ltl lmpcclor conductlrE th6 THE WAS NOT WORK INSPEC lnspeclod in accordenco with tho.qqulremonls of thâ‚¬ DS/dJOSPHD Projoct approvsd documgnts. The requiremer{s of ths DSA,/oSPHO Project Samplestaken: N/a documenlg, MATERIAL SAMPLING WAS E WAS NOT E N/AE Pâ‚¬rfomod ln accordsncaw,th DSA/OSPHD Project approvsd documents. Weather: 6;96r, gunny T6mp: 76 deg /-L- C uz^- S nature of Special lnspeclor Contraclor Bulldlng DBpartment Owner Pnnt Name PRoJEcr NAME: Tenanl lmprovâ‚¬ment D"t"' s/s/20 ARCHTTECT LBA Logls cs TIME ARRTVED 7Am TIVE DEPARTED spm TRAVEL TIME 30 min LUNCH TIITEENGINEER MHP structural Engineers coNTRAcroR Phllco. conslruction lnc SUB CONTRACTOR JBA INSPECTION ADDRESS 500 w WarnerAvo Unlt#B ADDRESS OF PROJECT 600 W Warner Avâ‚¬ Unh #B H TYPE OF INSPECTION ENGINEERED FILL FOUNDATION BACK FILL TCH PLANT PTCONCRETE SHOTCRETE CONCRETE MASONRY HIGH STRENGTH BOLTING WELDING SHOPWELD FIREPROOFING ANCHOR/DOWEL NDE FIELD NDE SHOP CEILING WRE Ught g8ge lramlng Pemlno:Eâ‚¬ Stopping DSfuOSHPD PROJECT APPROVED OOCUMENTS PLANS Y SOIL REPORT Y f]NE SPECSi Y N APPROVED SHOP DRAWING Y EIru El I\,iATERIALS USED BY CoNTRACTOR (NCLUDE RESEARCH REPoRT NO. OR MATERIAL TEST REPORTS): HlltlHlT- RE V3 Epoxy (s0100833) CONTRACTORS EQUIPMENT/MANPOWER USED 2 guys, Hammor AREA, GRID LINES, PIEoES INSPEoTED Obsorvod th6 placsm6nt ol ( 188) 5/8" Full Thr6ad6d Anchors Rods, with a mln 4 1/2'ohbodmont lnto the â‚¬xlstlng concroto pâ‚¬r gridllnog Gridllhos: (80) Easl wall bâ‚¬twgon 1-14ru-R and (124) on tho Wosl wall on lln6 A,/'l -t 4 f,er shâ‚¬ot A2.3 Noto: Holâ‚¬s w6re verllled lor dopth and cleahllnâ‚¬ss. All work obsorved abovo ls ln accordanca wllh the plans and spocs at thls tlme, STRUCTURAL NoTES, OETAIL OR RFIS USEDI s3,0, A2.3 REMARKS, INCLUDING MEETINGS: Notoi Holos prevlously drllled. Some holos botween gridlln66l/1-14, wor6 drilled at anglos lo 6vold wall reinforcâ‚¬ment - contractor noliflod REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE: rIIa I III IrII E x t:.I Projâ‚¬ct Archil6ct Struclural EnOlneâ‚¬r DSA Rogional Ofiice SchoolDisirict Vorified b)4 Christian Certification #: 8889657 TUIIG 1 Corporato 2992 E La Palma Av6. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax 714.632.2974 Dispatch: 800.491.2990 San Dlogofl mpcrlal County 6295 Ferds Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax:858.537.3990 Dispatch: 888.8,14.5060 lnl.nd EmplrG 14467 Mâ‚¬ridian Pkwy., Edg 2A Riverside, CA 925 1 8 Tel: 951.653.4993 Fax: 951.653.4666 Dispatch: 800.491.2990 lndlo ,{491 7 Golf Center Pkwy., Ste. 1 lndio, CA 92201 1d:760.312A6n Faxt760.342.4525 Dispatch: 800.491.2990 DAILY INSPECT!ON REPORT DS,/C|TY File#_ DSIr'OSHPD Appl. #_ DSFr'LEA # Separats râ‚¬po.ls shdl bs prepad lor a8ct lyps ot spâ‚¬oal inspecllo.t on a daily basjs. Each reporl shall be complslâ‚¬d and slgflsd by uls 5pâ‚¬cjal inspâ‚¬ctor conducling ihe THE WORK WAS THE WORK INSPECTEO MET DID N lnspected an accordance with the requirements oftlle OSfuOSPHO Projecl approved documents. The requirements of the PHD Projec{ approved documents. Samples taken: NO Wealher: Sun /Warm T 80F a peclor Project Architecl StrucluralEngineer DSA Regional Ofilce School Dislrict Saul Amaya TnnI Name Certification*: 5296829 PRoJEcr NAME: seismic Retrolit 5oo w warner Date: g_09-20 ARCHITECT TIME ARRIVED OTOO TIME DEPARTED ,I530 ENGINEER MHP TRAVEL TIME LUNCH TIME 30 CONTRACTOR PhilCo Construction lnc.SUB CONTRACTOR INSPECTION ADDRESS 500 W Warner Ave, Santa Ana, CA. AODRESS OF PROJECT 500 W Warnet Ave, Santa Ana, CA TYPE OF INSPECTION ENGINEERED FILL FOUNDATION BACK FILL BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE MASONRY HIGH STRENGTH BOLTING WELDING SHOP WELD FI FI ANCHOR/DOWEL NDE FIELO NDE SHOP CEILING WRE OSA/OSHPD PROJECT APPROVED DOCUMENTS IOVED SOIL REPoRT Y EN[f N tr Ntr trSPâ‚¬CS:Y APPROVED SHOP DRAWNG Y Observed the stressing ol 112" A4161270k post tension tendons in the glulam beams between gridlines 1-14 and E-N. Tendons were stressed to the required tension per schedule on 253.0. Elongations were measured and recorded. See stressing records lor further information. Jack/Guage #979-2001-017 were used. They were calibrated on 5-13-20. REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE III Ir!t ):{ItI TIII ITII ):( cc Conkactor BuildirE Department Owrler t\4r61 pp6156# 1'l ggA04 Perm #_ Repod # _ PaO6 _L of _,L MATERTAL SAMpLTNG wes EJ wns uorE vaE Pedormed in accordance with DSF./OSPHD Project approved documenls. verified by: Superintendent not on site Corpordo 2992 E Lr Palma Avo. Sto. A AnshCm, CA 92806 Tsl: 714.63221oq Fex 714.A32.2974 Dlspalch 8fi).491 2990 s.n Dlagdlmp.ric CountY 0295 Fâ‚¬rds Squarâ‚¬ Ste. C Ssn Dlego, cA92121 Tâ‚¬l: aS8.637.3999 Fax 858.537.3990 Dlspatcft 888.8,14.5000 lnlend Enplr. 14487 MorUIan Pl(wy., Bldg 2A RlvoGlde. CA 92518 Tâ‚¬l: 951 .853,4909 Fax 951.85{}.4866 olspdch: efo.4s'1.2990 lndlo ,(4917 GollContor PkwY., Sle.l lndlo, CA 9220 1 Tsl: 760.34:L4AL Fax760.3424525 Dispstch: 800.401.2SSO *n r*rn*, //%ftly' p*awLflLtL?LIlf R6pod #- Pegâ‚¬ L of - DAILY INSPECTION REPORT DSA./CrY ma * - DSA,IOSHPD Apd. * - DSA/TEA Speld l'l3p.c{m R.pdb must bo dlt&old to tlE Ptll.. lbbd bdow ll'lt'h diF oa Ul. tuperbn. R.pdb ol ftn.9.ryT "g'dd'L1]]1-T-ttbdd lflm'dl'ldv' Sb*ae ripcs "r.n u p."pr.d rd 6en Vp. o{ lidlrt lnsp""t* or : Ortty O-t"'. E:r.h l?ir thct b. 6optd.d 1d !l$.d by h. !p&ld l6P-r @duonlE th. MTG t o*'/r'?'&ooPROJECT/L l)TIME ARRIVETL .X.? 4,a..*aHITECTc--ruN-H-E;TRAVEL TIME J"lvt4PENGINEER lh ADORESS OF CONTRACTOR & *. ---Fi?a . - Qnla- lramlngTYPE OF OE SHOP HIGH STRENGTH BOLTINO wELOlt{G SHOPWELI) PT CONCRETE SHOTCREIE ENGINEERED FILL FOUNOATION BACK FILL ANCHOM)OWEL NDE FIELD sorl- REPORT Y EN Q iEFfi3ffio*r,r.rovDHEPT"ANS Y DSA,/OSHPD PROJECT APPROVEO DOCUMENTS @oRT No. oR MATERTAL TEsr REFoRTS): 6DO U3 o5g 'r/a"I tt ,/+CONTRACTORS EOUI AREA, GRIO LINES, PIECES INSPECTED;l)o a a o/lso 5 i/{DETAIL OR RFIS USEDI s I ,D o -l/>o,oc)g LTo/et PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALL WORK TODAY: ln,3p6.led ln ac.odancs wlth tire requlrâ‚¬ments of ltl6 DSA,/OSPHD Pmjec, apprDvâ‚¬d docunonts. Tho roq uirornâ‚¬ntg Samplâ‚¬staken: THE MATERTAL sAMpuNG wns E ms tor E Hta E Perfomsd ln eccodancs wl(h OSA/OSPHO Prdeot appro\â‚¬d documenls. DID NOT of t}lâ‚¬ DSNOSPHD Project approved documer*s. Temp:f{u Signature of special lrEpectot cc Prorecl Arnnect Shrctural Englnâ‚¬er DSA Regiond Ofnce School DlBt ict Conu-&br BLdldlrE Depdrtmâ‚¬nt Owner WeatlEr:mn Câ‚¬rffcatlon #: A llanz IIITG I Corporat 2992 E La PalmeAve, Sle. A Anahcim, CA 92806 T61r714.632.2SS9 Fe,.: 711.632.297 4 Dbmtch: 800.491 .2990 San Dl.go/lmp6rl.l County 6295 Fâ‚¬.rb Square Ste. C San Oiâ‚¬o, CA 92121 T6l: 850.537.3999 Fo( 858.537.3990 Dlspatch: 888.8,{4.5060 lhland Emplra 14467 Morldlan Pkwy., Adg 2A Rlv6r8lde, cA 925,l8 TeJ: 951.653.489s Fer 951.653.4866 DisFtch: 800.491.2990 lndlo 44017 Golf C6nt6l Pkwy., St6.'l lndlo, CA 92201 le/.: 780.U2.$7? Fax:760.342.4525 Dlsprtch: 800,491.2990 MrGL PRoJEcr#: _Ll!!l!! P6.mtr * 10199747 nepoa + - eage -1- or -L DAILYINSPECTION DsA/crrYFi6# re-22s REPORT D$r'osHpo Appl. #_ Rcporl! mmt b. dbtrbutsd !olh. p U.6llst6d b6lows/ilhh 14 dEy! of lh! llEpocdo. Rep.it! ol nol-compls condltlons rust b. dlstrbotad |mm.dt(.r. h.I bâ‚¬ Pr.Psâ‚¬d tur orch tyPo ol 8Pei.l h.pcctoi d a ddly basls. Each roporl .hal bo cdndâ‚¬Gd -d Blgn6d by h6 apdcld lmp6otor conducing ulo DSAJLEA#- MEETEWAs NOT THE WORK lnspectod ln accordEnco wllh tho roqulremonts of the DSA,/OSPHD Project appbwd documonts. The roquirements of the DS^,/OS Samples tak6n: N/a HD Project approved documents. MATERIAL SAMPLING WAS E WAS NOT E N/A8 Porformed in accordance with DStuOSPHD ProJect approvod docomonts. W66th6r C|ear sunny Temp: 74 deg cL- C- ,-.- Contractor B!ilding D6partment Signalure of Special lnspâ‚¬ctor R Getz Certification #: 8889657 fp-.,---"'' PRoJEcr NAME: Tsnant lmprov6m6nt D'Lt srlzr2o ARcHirEcr LBA Loglsflcs TIME ARRIVED 7am TrME DEPARTED Spm ENGINEER [rHPStructuralEngineers TRAVEL T|ME 30 min LUNCH TIME coNrRAcroR Philco. constructlon lnc suB CoNTRACTOR JBA INSPECTION ADDRESS 500 W Warnor Av6 Unlt #B ADDRESS OF PROJECT 500 W Warner Avo Unlt #B ENGINEERED FILL FOUNOATION BACK FILL BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE TYPE OF INSP N IUASONRY HIGH STRENGTH BOLTING WELDING SHOPWELD FIREPROOFING ANCHOF/DOWEL NOE FIELO NDE SHOP CEILING WRE i5lHsass framrhs le Etopping DSr'./OSHPD PROJECT APPROVED DOCUMENTS D PLANS Y SOIL REPoRT Y E]N E Ntr aSPECS: YEINE APPROVED SHOP DRAWING Y ED By coNTRAcroR (tNCLUDE RESEARCH REpoRT No. oR MATERTAL TEST REpoRTs):MATERIALS US Hilti RE V3 Epoxy CONTRACTORS EQUIPMENTi IT4ANPOWER USEDI 'l guy, Hammer, sclssor llft AREA, GRIO LINES, PIECES INSPECTED: ObseNâ‚¬d th6 placernoht ol (68) 5/8'FullThroaded Anchorg Rods, wlth a lnin 6,'â‚¬mbedment lnto th6 exlsll ng concroto for the walltiâ‚¬ al pudln. Grldllnes: (12) N wall on llhe '14lL-U and (56) on thâ‚¬ South wall on lln6 1/A-U por shoot A2.3 Nolâ‚¬: Holes wero verifiod for dopth and cleanllnâ‚¬ss. Allwork observed abovo ls in accordanco with tho plan6 and 6pecs at thls time STRUCTURAL NOTES, DETAIL OR RFIS USEDI 53,0, A2.3, Detall 2/S3.0 REMARKS, INCLUDING MEETINGS Nole: Holee previously ddllod. Mâ‚¬twllh Chistlan PERCENT PROJECT COMPLETE: E aIrI IIIr IIIa rI I Er cc Projâ‚¬ct Archltoct Struclural Enginoâ‚¬r DSA RegionalOffice School Dlsldct Verified by: Christian REWORK AS PERCENT OF ALL WORK TODAY: Hflnl Name TIIG I Co,porato 2992 E La Paha Ave. Ste. A Anaheim. CA 92806 Tel: 714.632.2999 F ax: 7 14.632.297 4 Dispatch: 800.491.2990 San Ologorlmpodal Couity 6295 Fenis Square Ste. C San Diego, CA 92121 Telr 858.537.3999 Fax:858.537.3990 Dispatch: E88.8,1,{.5060 lnltnd Emplre 1,1467 Meri an Pkwy.. Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 lndlo 4,1917 Golf Centor Pkwy., Ste-1 lndio. CA 92201 7el:75O.U2 46Tl F ax:760.Y2.4525 Dispalch: 800.491.2SS0 DAILY INSPECTION REPORT Report # Pase LoI lL Sâ‚¬parale repo.i6 shall be prepred for sach typs of special in6pe<lloo o.r a daaly basis. Each repct shall be compleled 6nd signod by hs spâ‚¬clal inspâ‚¬ctor conducling ih6 Permit # in E WAS NOT THE WORK INSPECTED MET DID NOT I\4EET The requirements ot the DSA,/OSPHO Project approved documents Samplestakeni NO I\,4ATERIAL SAMPLING WAS E WAS NOT E N/A E Perfo.med in accordance with DSA,/OSPHD Project approved documents Weather: Sun /Warm Temp: 80F re of llnspeclor DSA/CITY File # _ DSA/OSHPD Appl. *_ DSAr'LEA # cc Project Architecl Struclu.al ErEineer DSA Reqional Ofiice School Diskact Contraclor BuildirE Department Owner Saul Amaya |-nnt Name Certification#: 5296829 PROJECT NAME: Seismic Retrolit 5oo W warner Date: B-0S-20 ARCHITECT TIME ARRIVED O70O TIME DEPARTED 1530 ENGINEER MHP TRAVEL TIME LUNCH TII\,!E 30 CONTRACTOR PhilCo Conslruction lnc SUB CONTRACTOR INSPECTION ADORESS 500 W Warner Ave. Santa Ana, CA. ADDRESS OF PROJECT 500 W Warner Ave. Santa Ana. CA. ENGINEERED FILL FOUNDATION BACK FILL PT CONCRETE SHOTCRETE CONCRETE ryPE OF I MASONRY HIGH STRENGTH EOLTING WELDING SHOP !1./ELD FIREP F ANCHOR/DOWEL NDE FIELD NDE SHOP CEILING WIRE DSA.iOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y EN E sorl REPoRT Y ENE SPECS:YENE APPRovED sHoP oRAwrruc v E r.r E Observed the stressing ol 112" 44161270k post tension tendons in the glulam beams between gridlines 1-14 and A-E (mezzanine). Tendons were stressed to the required tension per schedule on 2/53.0. Elongations were measured and recorded. See stressing records for further information. Jack/ Guage #979-2001-017 were used. They were calibrated on 5-13-20. REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE y161pp6sEgft 1198404 lnspected in accordsnce with the requirements of the DSA,/OSPHD Projecl approved documents. verified by: Suoerintendent not on site TUITG I Corpo,rte 2992 E La Palma Ave. Ste. A Anahoim, CA928Oo Tel: 714.632.2999 Fa,j ?14.832.2974 Dispahn: 800.491.2990 San Dlegorlmperlal County 6295 Ferris Square Sle. C San Diego, CA 92121 Tel: 858.537.3999 Fax:858.537.3990 Dispalchr 888.8,14.5060 lnltnd Empli. 14467 Meridian Pkwy., Bdg 2A Rivâ‚¬rsido, CA S2518 Tel:951.653.4999 Fax: 951.653./t666 Dispatch: 800.491.2990 lndlo 44917 Golf Center Pkwy., Ste.1 lndio. CA 92201 re!.760.342j6n F ax:760.342.4525 Dispalch: 800.491.2S90 Report * _ Page _L of __L DStuLEA # _ separdâ‚¬ râ‚¬pqG shall be prsp-â‚¬d fof s*h lypâ‚¬ of spocial inspâ‚¬dloo on a daily basiB. Eeh repor sha! bâ‚¬ complâ‚¬tâ‚¬d and brgnsd by rhâ‚¬ 6pâ‚¬dar inspcdor conduc{ng [|6 WAS NOT THE WORK INSPECTEO MET D lnspected in accordance with the requirements ofthe DSA,/OSPHD Projecl approved documents. The requirements of the Samplestaken: No PHD Proiect approved doqrments. MATERIAL SAMPLING WAS E WAS NOT E N/A E Performed in accordance with OSI'iOSPHD Project approved documents. Weather Sunnyruarm Temp: 80F y161pp61g611 1198404 Project Architect Struc{ural Engineer DSA Regional Office School District DAILY INSPECTION REPORT DSFJCITY FiIe # DS,/OSHPD Appl. #_ Contrador Building Deparlmer{ Oivner Saul Amaya Hn Name Certification#: 5296829 PRoJECT NAME: Seismic Retrotit 5oo W warner Date: 8-04-20 ARCHITECT rlME ARRMED OTOO TIME DEPARTED 1530 ENGINEER l\ilHP TRAVEL TIME LUNCH TIME 30 CONTRACTOR Philco Construction lnc SUB CONTRACTOR INSPECTION ADORESS 500 W Warner Ave. Santa Ana. CA ADDRESS OF PROJECI 500 W Warner Ave, Santa Ana, CA E TYPE OF INSPECTION ENGINEERED FILL FOUNOATION BACK FILL BATCH PLANT PT CONCREI-E SHOTCRETE CONCRETE HIGH STREI.IGTH BOLTING WELDING SHOP WELD RY FIREPROOFING ANCHO&DOVVEL NDE FIELD NDE SHOP CEILING WRE DSIJOSHPD PROJECT APPROVED DOCUMENTS AVAITABLE APPROVED PLANS Y ENE SOIL REPORT Y ENE N tr Na trSPECS:Y APPROVED SHOP ORAWNG Y Observed the stressing ol 112" A416l27Ok post tension tendons in the glulam beams between gridlines 14-28 and L-R. Tendons were stressed lo the required tension per schedule on 2/53.0. Elongations were measured and recorded. See stressing records lor further information. Jack/Guage #979-2OO1-O17 were used. They were calibrated on 5-13-20. REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COI\,IPLETE )TITI TIII )t cc Pemil # _ verified by: Superintendent not on site MIG I Corporata 2992 E La Palma Ave. Sto. A Anehelm, CA 02806 Tel:714.632.2099 Fat: 714.632.2574 Dlspstch: 800.491.2990 Srn Dlegonmperlal County 6295 F6nb Square Ste. C San Dlego, CA 92121 Te1i858.537.3999 Fer 858.537.3990 DlBpatch: 8a8.844.5060 lnlend EmplrE 1,1467 Mâ‚¬rldlan Pkwy,, Bldg 2A Rlve6lde, cA 92518 T6l: 951.653.4999 Fax 951.653.4666 Dlspalcht 800,491.2S90 lndlo 44917 Golf Conter Pk$/y., Ste.1 lndlo, CA 92201 ]-at 7A0-312-4677 Fax:1AO.342.4525 Dlspatch: 800.491.2990 DAILY INSPECTION REPORT Sl,pâ‚¬r!l6 dports rhati bâ‚¬ p.lparsd tor oloh tyDa ol si6c.lal lnlpecrbn on a daily bâ‚¬6b. Erch râ‚¬pon shallbâ‚¬ comprdâ‚¬d aDd srâ‚¬md by ho tpoclallnlFclor conducting lh. THE WORK WAS THE WORK DID NOT MEET lnspoctod in accordancâ‚¬ wlth tho requlrements of the DS}/OSPHD Proled approved documBnts. MATERIAL SAMPLING WAS E] WAS NOT L] }.UA L Porfomed in accordance wilh DSA,/OSPHD P.ojoct approved documenls. Th6 r6quir6mont6 of thg DSI'/OSPHD Prolect approved documâ‚¬nts Samples taken: Temp ghaturc of Spâ‚¬cial lnspector KnaEounâ‚¬aoaan Certification #: $40676 Project Architscl Structural Engin6er DSA Regiohal Ofiicâ‚¬ School District Date:PROJECT NAME TIME DEPARTEDTII\4E ARRIVEDARCHITECT LUNCH TIMETRAVEL TIiIEENGINEER SUB CONTRACTORCONTRACTOR 500 Wsst Wam6r Av6. Sanla Ana, CA ADDRESS OF PRINSPECTION ADDRESS 500 West Wamer Avo. SanlaAna, CA E cEILING WREtr_tr_o_ D MASoNRY E HIGH STRENGTH BOLTING E WELDING E SHOP WELD E FIREPROOFING E] ANCHOR/DOWEL E] NDE FIELO E NDE SHOP TYPE OF INSPECTION E] ENGINEERED FILL f] FOUNDATION D BACK FILL N BATCH PLANT O PT CONCREIE E SHOTCRETE E CONCREIE SPECS:YBNtr APPROVED SHOP ORAWING Y f] N trSOIL REPORTY E] N EDSA,IIOSHPD PROJECT APPROVED DOCUMENTS AVAiLABLE APPROVEO PLANSYtrNE IV1ATERIALS USED BY COT.ITRACTOR (NCLUDE RESEARCH RE FoR- No. oR MATERTAL ): Grado 27O 1/2" diameter 7-wire strand, uncoated, stress relioved A416 cable, End brackets aftackad to Glulam beams coNTRAcToRs EOUtp[,]lENTnvlANpowER UsEDi # 979-2001-017 Pump Serial# 330098Jack Serial #979-2001-017, Gau LIN ECES INSPECTED Observed stresslng of PT cablos located on the glulam b6ams dâ‚¬signed to assist the lire sprinklers. PT cables were stress using a calibrated jack that was last calibratsd O5l13l2}2o. PT cables wers stress to 8 klps to 11 kips per plan specificatlons on sheet 53.1. Sit6 speci lications showed gauge prsssuro supersedes elongation. Gaugo pressurs and elongation wero recorded STRUCTURAL NOTES, OETAIL OR RFIS US ED: Sheet 53.1 REIVARKS, INCLUOING MEETI Area stressed was between 2-4 between S-U, 2-13 between P-S and 2-13 between N-P Registered with the city of Santa Ana PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALt WORK TODAY cc Conlractor Building Departmont Owner Verified Prtnt Namo MTOL PROJECT#. l198,aoa Permlt # ]!]!9{- R6port# _ Page _of - DSA/CITY Fllâ‚¬ # - DSA/OSHPD Appl. #- DSA,/LEA # - / // \,.----....-- MTG I Corporatr 2992 E La Palma Ave. S16- A Anahelln, CA 9280G T6l:714.832.2900 Fex:714.632.2974 Dispetch: 800.4S1.2SS0 Sln t hgdlmp.rlrl Counly 6295 Fs{rle Sqlare Ste. C San Dl6go, CA 92121 T6l:858.537.3909 Fa( 858.537.3090 Dlspatch: 888.844.5060 lnl.nd Emplr. 1,t467 Marldlan Phvy., Edg 2A Riv6rcld6, CA 92518 T6l: S51.653.49S9 Fax 951.853.4668 Dlspatch: 800.491 -2990 lndlo 44917 Golf Conbr Plavy., 516.'l lndlo, CA S2201 Iel'- 7603/21877 FEx:760.342.4525 Dl6patch: 800.491.2980 MTGL PROJECT# 1198404 DAILYINSPECTION DsA/crrYFre#- REPORT DsA"/osHpD Appt. #_Permit #101997 47 Report * - ease -L ot -!- DSA,/LEA f S.paral6 ruporlt lhdl b. prqarGd lo' .ach typ. of lp.cld tnspâ‚¬-flon on a dally balls. Eeh r.pql shsll b6 conrpl6t.d .rd llgn.d by ih6 3pâ‚¬clel lnsp.cl6. corductlng hs THE WORK WAS WAS NOT lnspectod ln accordanc6 wlth the requir6ments oftho DStuOSPHD Prolocl apprcvad documoht!. The requlrsmonts oI th6 OSA/OSPHD ProJoct approvBd documâ‚¬rts. Samples taken: |'l/A MATERIAL SAMPLING WAS E WASNOTE N/AE Po.formod in accordanco with DStuOSPHD Project approved document8. Wealhâ‚¬ri C 1"n. BO"(,ffi Signatur. of SpGclal lnspcctor Vincent Pelrucclo Corlificatbn #: 8853142 D'l"t 6rzt2oPRoJEcr NAME: seismic Retrolit 5oo w. warner TIME ARRIVED g.ooam T|ME DEPARTED 2.OOpmARCHITECT LUNCH TIMEENGINEERTRAVEL TIME suB ooNTRACTOR Jas King ADDRESS OF PROJECT 500 W. Wam6r Av6. Santa Ana, CAINSPECTION AODRESS 500 W, Warnâ‚¬. Avo. Santa Aha, CA ENGINEERED FILL FOUNDATION BACK FILL BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE TYPE OF INSPECTION HIGH STRENGTH BOLTING WELDING SHOPWELO ANCHOFVDOAi EL NDE FIELD NDE SHOP CEILING lpery WIRE SOIL REPORT Y N NPLANS Y trNESPECS:Y APPROVED SHOP DRAWING Y Elru DSA,/OSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (NCLUDE RESEARCH REPORT NO. OR i'ATERIAL TEST REPORTS): HihlHIT-RE 5o0 V3 ( lot *0850 20LS Exp. 012021 ) , 5/8'Allhroad BohB CONTRACTORS EAUIPMENT/MANPOWER USEDI Foreman: (1) Crewften: (1) all thread bolts wlth 6'embodmonl al znd lovel Hand tools, power drlll, vacuum, alr comprgssor I thread botts wlth 4 'll2" embod PIECES INSPECTEID I mozzanlno. All hol6s werâ‚¬ ddlled 1/8' larger ln dlameler lhan hardware lnstalled and were verlfled of corr6ct depth. All holes rvsre vâ‚¬rified ot SiRUCTURAL NoTES, DETAILoR RFis UsED: S3.0 dâ‚¬tail 12, 2 REi,lARKS, INCLUDING MEETlNGS: Allwork obsâ‚¬rvod ls in accordancâ‚¬ with cod6 and approved plahB, Bpsciflcatlons. PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALL WORK TODAY: IxII I r:tII IItI!t xI r:r Project Architecl Struclulal Engin6or DSA Regionaloffice School Dlstricl Conkaolor BulldlrE Dopartm6nt Ownar Verified coNTRAcroR Philco - constructlon boing clean and clâ‚¬ar of alldgbrls prior to placomant ol gpoxy.