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Home My WebLink About3629 W Fifth St - Misc. PermitDaily Field Report Main Omc6'# 714-637-3093 1590 N. Brian Stroet Orang6, CA 92867 LEA#253, Cr 2U 00199 f6a ^eo N". hsoz-sazo loet $arzzzo'rsLamson Bros Electric lTch.lc!.r lPD,.ci Eiel'u.rProl.ct lBrian Catislon hrorogbr I Uossph L. Welch, P.E.,ttI lG.E. 3629 W. sth, Santa Ana, CA E] suF.rnt-d.'n E c[.nt ^s.il llamson Brothers Elearic Ir+or-eazo loo ras Tlmo (hrs) 10:00 AM 1.0 :00 2:00 PM 17 Pad SubgEde Footing Excavations bubsrEOe l* Testing Equlpment , Various hand tools .l Flll Iet.riaUS6trrd Sand / Onsite ucloar Gaug6 # Nuclear Gaugo Pad Subgrado Isheet S-2) S SG unk 6.7 112.7 120.31 9.5 90 SG2Nuclear Gauge Pad Subgrade (Shoet S-2) S unk 6.9 120.4 125.5 90 as requestod to observe bottom of footings excavatioos as well as perfonn subgrade tesling for Pad. Observed that square and spread footings were excavation prlor to my anival (2 of 6 located below raised foor, Ref Shoet S-1 and other of 6 square tooting excavations, Ref SHeet S2) Bottom ofi footing excavation were probed and found to be firm and ing. Square footings excavalions measuaed approximately 2'x2' or largor wilh an approximate measured depth of at 18" (or deepened as mush as 32") Footing excavation appeared lo be clear of loose material and/or debris and is itable for intended use. Recommend that fooling excavalions be slighlly moisture condilioned prior lo placement of so performed in place density tests for pad subgrade; soil sample was collected to check relative compaction density and will be rgported when lab testing on coll6ct6d soil sample is completsd. Subgrade lvas also subsoquendy probod ofAro T-t dTot Loot on (Ah Norlh vasat.issuâ‚¬s observed found lo be llrm and unyielding. 19 ) Location Elevations, Elevations, Elevalions Oepth (ft)- Oepih (lt)- Oepth {ft)-T6st Flll Nalural Field Moist (%) Dry Oens (PCF) Wet Dens (G/CC) (PCF) Optimum lVoist {o/") Max Dens. (G/ cc) (PcF) Relative Retâ‚¬st No Compact tv.t Test No. Test Type RINGTONoaorrciNlc^r. atsolxlr.rNc.lrrc On Site lr-l'-ll I m- Notice: This report is issued tor informalion only- tost resulb are subjed to confirmation in a written repod. Daily Field Report Main Ofrce * 714â‚¬37-3093 1590 N. Brian Stroet Oran96, CA 92867 LEA #253, CT 234 00199 Cli.nt Lamson Bros Electric fs^ aee N.. hcoz-sszo loarzzrzo.sF.ctrnrd.n Fi."i E 'clBrian celisron h-,*,,I l:r*' 3629 W. sth, Santa Ana, CA Welch, P.E., g sup.rhi.nd.nt D clbnt AlEnt lLamson Brothers Elearic Ir +or-razo hor+s me On Site Timo {hrs) 10:00 AM 1.0 :00 2:00 PM 17 Pad Subgrade Footing Excavations F;* lsuuq.aoo bg Testing rading Equipmont hovel, Various hand tools ol Fill f.icriausour6 Sand / Onsite Gaugo * 1 Nuclear Gauge Pad Subgrade lsheet S-2) SG unk 6.7 112.7 120.3 9.5 125.5 90 2 Nuclear Gauge Pad Subgrade (Sh6â‚¬t S-2) S unk 6.9 112.6 120.4 9.5 125.5 90 as requested to obseNe bottom of footings excavalions as well as porform subgrade testing for Pad. Observed thal square and spread footjngs were excavation prior to my anival (2 of6 locatod below raised foor, Ref Sheet 91 and other of 6 square footing excavations, Rel SHeet 92) Bottom ofi footing excavatiofl were probed and found to be firm and nyielding. Square footings excavalions measured approximately 2'r' or largor with an approtmate measured depth of at 18' (or deoponed as mush as 32') Footing excavation appeared to be clear of loose material and/or debris and is blâ‚¬ for intended use. R6comm6nd thal footing excavalions bâ‚¬ slightly moisture conditioned paior to plaoement of performed in placâ‚¬ density tests for pad subgrade; soil sample was collected to check reliative compacton density Its and will be reported when lab testing on collected soil samplâ‚¬ is complsted. Subgrads was also subsâ‚¬quâ‚¬ndy probed o, Ar!. T..t <V T{t L@tion (3hd No.lh issues observod du visil. found lo be firm and unyielding 19 ) Test No. TestTypo Location Elevations/ Elovations/ Elevations Oepth {lt). Depth (lt}- Dcpth (ft)'Test Flll Natural Field Moist (%) Dry Oens {PCF) Wet Dens (G/CC) (PCF) Optimum Moist (%) Max Dens. {G/ cc) (PcF) Relative Retest No Compact fk) Notice: This report is issued br information onv- tost results are subjec{ to confrmation in a written report ARRINGTONcIoiacHnlc^1. ENclxraRlNc.lNc DAIIY TIETD REPORI Tuyet, LLC Job Address 3629 W sth street, Santa Ana California Type ol Struclure Residential Property Enqineer BDP Engineering Consultant Archite.l Lan & Associates Contraalor Lampson Construction Bualdino Deoarm6nt Sanla Ana Material {orado-tvoe)Epoxy XP 22 & reinforcement lnsoâ‚¬ctor's Name Edwin Jimenez Proiect Soecs Approved and signed structural plans Permll No. 1 0296663 Epory FireProoling Ouality Control Welding other Hiqh Slrength Bolts Reinlorced Concrete Reinforced Masonry 8t23t2019 ()IIII IIII ERJ MATERIAL TESTING & INSPECTION ADDBESS : 1637 DAVIS STnEET COFONA, CA 92882 EtlAlL: admlnld.rtlon@edlntpectlons.com WEB : wyrr.dinspecdons.com OFF|CEi (951) 42Hri06 INSPECTIONS INC. I 0ECIIO]I SUTNMARY Relerences Approved and signed documents and Epoxy manulacture lnstructions. Codes. Slandards 2016 Calilornia Building Code Volumes 1 & 2 with 2017 County ol Los Angeles Amendments Per request ol our client an ERJ lnspections lnc representative has conducted epory lnspection Gommerclal Addltion: Arrived on site as requested by client to conducled continuous inspection and observation of installation oI (19) No.4 reinforcing stoel into (E) concrete with 6" embedment al 24" on center as stated on approved and signed structural plans in detail 2-SD-1. Also installation of (2) hold-downs 5/8"o with l2" embedment and (9) troatâ‚¬d rods with 6" embedmenl Work performed at my departure time took placs on back oI the existing commercial -Do not apply load after cure time 24hrs..SET-XP10 019X698W Exp 12-18-20 Note:Condition o, worked was wire brushed and air blasted per manufacfu rer instructions. TyDe ot samples Quanlity Additional Romarks on sample IESIS ol dâ‚¬te.ls discovs.sd in its wo.t. lr i3 undeBrood rhal orr lim wll ior Oâ‚¬ rEsponsilrâ‚¬ lo. joi, or snb sltory on t s ,roilct. The work lnspecled MET DID NOT I\4ET The requiroments o, the approved documenls Signaturs ol Begister lnspâ‚¬ctor g continued oh nexl page by TIME IN TIME OUT ST HOURS OT HOURS 12:15pm 1 :30pm 4 ICC }{o, 823,&167 Agoncy, cerl & No. The lndustry Leader. ! I -.-l /r I ,r IE I \-- \\,l /n ) \r\ I-1 7 e^L)-"-*Owner's Representative Reprossnting ERJ MATERIAL TESTING & INSPECTION ADDRESS : lGrt DAVIS STREET COROIIA, CA giB&l E]{AlL: admlnlstr.tlon@orllnspectlons.com WEB : ww.orllnspectlons.cortr OFFICE: (951) 427'06/t6 INSPECTIONS INC. The lndustry Leoder. Peml, No. 10296663 Epoxy Fire.Proofing Quality Control Welding Other High Strength Bolts Reinforced Concrete Heinlorced Masonry or &lects diswred in his wo.l( ll 6 undeBtood lhal our frm rll noi bâ‚¬ ,osporlslbb ior job or slte saloty on 0*i proiect. The work lnspected @tr continuâ‚¬d on noxl pegâ‚¬MET DID NOT MET TIME IN TIME OUT ST HOURS OT HOURS 1 :30pm 4 4 r minimThe requiremâ‚¬rils ol ths approved drcumonls Owner's Representative Ropresenting DAI1Y TIE1D REPORI Tuyet, LLC Job Address 3629 W sth street, Santa Ana Calitornia Type of Struclure Residential Property Enqineer BDP Enqineering Consullant Archite.:l Lan & Associates Coniraa.lor Lampson Construction Buildino D6r)arment Santa Ana Material (orade-tvoo)Epoxy XP 22 & reinlorcement lnsDector's Name Edwin Jimenez Proiect Specs Approved and signed structural plans IIIII IIII i n IEcilo]t s MThARY Rererences Approved and signed documents and Epoxy manulacture lnstructions Codes. Standards 2016 Calilornia Building Code Volumes I & 2 with 2017 County ol Los Angeles Amendments Per request of our client an ERJ lnspections lnc representative has conducted epoxy lnspection Commerclal Addttion: Arrived on site as requested by client to conducted continuous inspection and observation of installation of (19) No.4 reinforcing steel into (E) concrete with 6" embedment at 24" on center as stated on approved and signed structural plans in detail 2-SD-1. Also inslallation of (2) hold-downs 5/8"o with l2" embedment and (9) treated rods with 6" embedment Work performed at my departure time took place on back oI the existing commercial ..Do not apply load after cure time 24hrs..SET-XP10 019X698W Exp12-18-20 Note:Condition of worked was wire brushed and air blasted per manufacturer instructions. Type of samples Quantity Additional Remarks on sample Signatllre ol Register lnspâ‚¬ctor ICC No. 823r&167 Agoncy, câ‚¬rl & No. 9n/ )-t* 8t23t20't9 ! t.r =lI I I \ \\VaJ\I I TESIS E! I t 2:r spm t