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MIG I <br />Corporata <br />2992 E La Palma Ave. Sto. A <br />Anehelm, CA 02806 <br />Tel:714.632.2099 <br />Fat: 714.632.2574 <br />Dlspstch: 800.491.2990 <br />Srn Dlegonmperlal County <br />6295 F6nb Square Ste. C <br />San Dlego, CA 92121 <br />Te1i858.537.3999 <br />Fer 858.537.3990 <br />DlBpatch: 8a8.844.5060 <br />lnlend EmplrE <br />1,1467 M€rldlan Pkwy,, Bldg 2A <br />Rlve6lde, cA 92518 <br />T6l: 951.653.4999 <br />Fax 951.653.4666 <br />Dlspalcht 800,491.2S90 <br />lndlo <br />44917 Golf Conter Pk$/y., Ste.1 <br />lndlo, CA 92201 <br />]-at 7A0-312-4677 <br />Fax:1AO.342.4525 <br />Dlspatch: 800.491.2990 <br />DAILY INSPECTION <br />REPORT <br />Sl,p€r!l6 dports rhati b€ p.lparsd tor oloh tyDa ol si6c.lal lnlpecrbn on a daily b€6b. Erch r€pon shallb€ comprd€d aDd sr€md by ho tpoclallnlFclor conducting lh. <br />THE WORK WAS THE WORK DID NOT MEET <br />lnspoctod in accordanc€ wlth tho requlrements of the DS}/OSPHD <br />Proled approved documBnts. <br />MATERIAL SAMPLING WAS E] WAS NOT L] }.UA L <br />Porfomed in accordance wilh DSA,/OSPHD P.ojoct approved documenls. <br />Th6 r6quir6mont6 of thg DSI'/OSPHD Prolect approved docum€nts <br />Samples taken: <br />Temp <br />ghaturc of Sp€cial lnspector <br />KnaEoun€aoaan <br />Certification #: $40676 <br />Project Architscl <br />Structural Engin6er <br />DSA Regiohal Ofiic€ <br />School District <br />Date:PROJECT NAME <br />TIME DEPARTEDTII\4E ARRIVEDARCHITECT <br />LUNCH TIMETRAVEL TIiIEENGINEER <br />SUB CONTRACTORCONTRACTOR <br />500 Wsst Wam6r Av6. Sanla Ana, CA <br />ADDRESS OF PRINSPECTION ADDRESS <br />500 West Wamer Avo. SanlaAna, CA <br />E cEILING WREtr_tr_o_ <br />D MASoNRY <br />E HIGH STRENGTH BOLTING <br />E WELDING <br />E SHOP WELD <br />E FIREPROOFING <br />E] ANCHOR/DOWEL <br />E] NDE FIELO <br />E NDE SHOP <br />TYPE OF INSPECTION <br />E] ENGINEERED FILL <br />f] FOUNDATION <br />D BACK FILL <br />N BATCH PLANT <br />O PT CONCREIE <br />E SHOTCRETE <br />E CONCREIE <br />SPECS:YBNtr <br />APPROVED SHOP ORAWING Y f] N trSOIL REPORTY E] N EDSA,IIOSHPD PROJECT <br />APPROVED DOCUMENTS <br />AVAiLABLE APPROVEO <br />PLANSYtrNE <br />IV1ATERIALS USED BY COT.ITRACTOR (NCLUDE RESEARCH RE FoR- No. oR MATERTAL ): <br />Grado 27O 1/2" diameter 7-wire strand, uncoated, stress relioved A416 cable, End brackets aftackad to Glulam beams <br />coNTRAcToRs EOUtp[,]lENTnvlANpowER UsEDi <br /># 979-2001-017 Pump Serial# 330098Jack Serial #979-2001-017, Gau <br />LIN ECES INSPECTED <br />Observed stresslng of PT cablos located on the glulam b6ams d€signed to assist the lire sprinklers. PT cables were stress <br />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 <br />53.1. Sit6 speci lications showed gauge prsssuro supersedes elongation. Gaugo pressurs and elongation wero recorded <br />STRUCTURAL NOTES, OETAIL OR RFIS US ED: <br />Sheet 53.1 <br />REIVARKS, INCLUOING MEETI <br />Area stressed was between 2-4 between S-U, 2-13 between P-S and 2-13 between N-P <br />Registered with the city of Santa Ana <br />PERCENT PROJECT COMPLETEREWORK AS PERCENT OF ALt WORK TODAY <br />cc Conlractor <br />Building Departmont <br />Owner <br />Verified <br />Prtnt Namo <br />MTOL PROJECT#. l198,aoa <br />Permlt # ]!]!9{- <br />R6port# _ Page _of <br />- <br />DSA/CITY Fll€ # <br />- <br />DSA/OSHPD Appl. #- <br />DSA,/LEA # <br />- <br />/ // \,.----....--