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500 W Warner Ave - Permit
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500 W Warner Ave - Permit
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Last modified
9/16/2021 11:17:09 AM
Creation date
9/16/2021 8:50:00 AM
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Permit
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500 W Warner Ave
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KOURY ENGINEERING <br />14280 EUCLID AVENUE <br />cHrNo, cA s1710 <br />(24 Hour) Cell: (310) 7'13-4005 <br />Office: (909) 606-6111 <br />Fax: (909) 606-6555 <br />ENGINEERING <br />& TESTING, INC. <br />REGISTERED INSPECTOR'S DAILY REPORT <br />o"'" 19-06-10 Mon <br />"''*n" 19-oss4 <br />TYPE OF <br />INSPECTION <br />REQUIRED <br />E Reinforced concrcte <br />fl Presksssed concr€ts <br />[] Reinforced Masonrv <br />E Strucruralsiesl <br />E Firc Proolnq <br />E shorcrere <br />E Ouallv Control <br />L: <br />U other B-l 107 <br />E8-b"$f.oW'"rn".. nu".Citv <br />Santa Ana <br />Voluntary Seismic Strenghthening "''f0'lbbz++'Sbilitodan" <br />ttt-ijB'**"^'Ml\p <br />Ite6lrDes.iDdon <br />{ry're a,ade solrce etc.)u's{iif:"r <br />"T'iS"liiler oesign croup <br />wiisFiHSl0rtougnrin <br />s,spge'or <br />TESTS PERFORMEO <br />TYPE OF SAMPLE SLUMP QUANTITY IN SET AODITIONAL REMARKS ON SAMPLES <br />Arrived and met wilh James. We went up on the lift and lwatched while they tightend the cables to lhe required <br />are set to 5 KIPS <br />OUALITY CONTROL <br />CHECKLIST <br />tr <br />Ei <br />E <br />trr <br />M <br />tr Esr4RFoRMEoPERsPEcs <br />E comEcrNossAr{Es <br />D SAMFTESSTOREOSFELY <br />tr cALL€oiNsalPlEsFoRAck@ <br />tr NLoEFa'ENc'EsNoreo <br />dRry@mPiEvo,,sREPoRrs E dER <br />CONTINUED ON NEXT PAGECERTIFICATION OF COMPLIANCE <br />AL! WORX LISTEOAAOVE WAS INSPECTEOAS REOUIRED BY <br />THE APPROVEO PLAN, SPECIFICATIONS,AND GOVERNING CODE <br />woRK coMPLtES wlTH E WORK OOES NOI COMPLY <br />5322075 ICCB-l <br />SAI\,IPLESTII\,,IE IN TIME OUI/O,I HOURS <br />0830 1$9[4 <br />J K <br />r lll <br />E! <br />CC ,rch tecl Enqine. Buildina official <br />NO <br />www.kouryeng neering.com FORM FR-20003 03/1/2015 <br />INSPECTION SUMMARY. LocATIoNs oF WoRX INSPECTEo, TEST SAMPLES TAKEN WORK REJECTEO. JOB PROBLEI\,4S, PROGRESS, REI\,4ARKS. <br />ETC, INCLUDE INFORI\,4ATION ABOUTAMOUNTS OF MATERIAL PLACED OR WORK PERFORMED. NUMBER & TYPE OF <br />TEST SAMPLES TAKEN STRUCTURAL CONNECTIONS IWELDS MAOE, BOLTS TOROUED) CHECKED, ETC. <br />specs. The area finished today is P-R 28-42. The single harps are at 6 KIPS and the double harps <br />Tl
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