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KOURY ENGINEERING <br />14280 EUCLID AVENUE <br />cHtNo, cA 91710 <br />(24 Hou0 Cell: (310) 7134005 <br />Officei (909) 6066111 <br />Fax: (909) 606-6555 <br />ENGINEERING <br />A TESTING, INC. <br />REGISTERED INSPECTOR'S DAILY REPORT <br />Dar6 sgfig <br />",o,""t"o 19-0365 <br />TYPE OF <br />INSPECTION <br />REOUIRED <br />I Reinlorced Concreie <br />E Prsslressed concrele <br />E Reinlorced Masonry <br />E srudurslsteel <br />f] Frre ProofinE <br />I strotcrete <br />E Oualiv Conlrol <br />E Drilled lnAnchors <br />tr olher EOOXV <br />1441 Villa Santa Ana <br />2019-148649 City ol Santa AnaS&A ExDansion - Pull Test and Core Compression <br />Si le sto Bickel Grou <br />N/A <br />N/A <br />Glenn Pearman <br />TESTS PERFORMED <br />TYPE OF SAMPLE SLUMP QUANTITY IN SET ADOITIONAL REMARXS ON SAMPLES <br />CONTINUED ON NEXT PAGE tr PAGE 1 OF 1CERT|FrcAIOT{ OF COf,IPLI,ANCE <br />ALL IIloRK LISTEDABOVE Wr'S INSPECTEOAS REOUIREO AY <br />THE APPROVED PLAN SPECIFICATIONS AND GO\,'ERNING CODE <br />tr1H"1[WJE3E""Hiis r\l,,RK D.ES Nor <br />Concrete/ Masonry/PT 83760s4 rCC <br />TII\,4E IN TIME OUT REG, HOURS O.T, HOURS SAI!1PLES <br />8:30 am 4:30 pm 8.0 <br />All rup*lDns ba3ed of, a mrnmlm ot4 holrs and ova 4 houE - I <br />tho rn$.ctor rs c€lled to . Drol6cl end no wo.k B oeio.med <br />charqo wil be spplied. Plesse v6nly O.C. Checkrsr <br />l\4ihail Mihalev <br />SPECIALTY <br />INSPECTION SUMTIARY. LocATIoNs oF $DRX INSPEcTEo, TEST SAMPLES TAKEN, VI,13RK REJEoTEo. JoB PRoBLEMS PRoGRESS. REMARKS <br />ETC, INCLUDE INFORMATION ABOUTAMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER E TYPE OF <br />TEST SAMPLES TAKEN, STRUCTURAL CONNECTIONS (V\ELOS MADE, BOLTS TOROUEO) CHECKED, ETC. <br />Revised report. <br />Per a 10:07 a.m. phone conversation with Wesley Chu, the owner, he would like to proceed with epoxy setting of <br />12mm (.472"1all thread bolts despite approved plans calling lor 5/8". Mr. Chu understands that this report will be <br />designated as non-compliant pending city approval. ln addition, pull test performed on 4/30/19 was lor 5/E" epoxied <br />all thread bolts only. <br />Visual inspection for drilling concrete, cleaning of holes, and epoxy setting of 12mm all thread bolts to minimum <br />embedment depths ol 3 1/8" per details 1.'l & '1.2/S1'15 for boulder wall frames B & C, inclusive of support beams <br />C01-C35 (26, 2 bolt patterns & 9, 4 bolt patterns). Correct bolt pattern locations and sequence per S 104. <br />Hilti HIT 200 epoxy (exp. 09/19) was utilized lor 4 bolt pattern beam legs and Red Head G5+ epoxy (exp. 01/20) was <br />utilized for 2 bolt pattern beam legs per same details as above. <br />QUALITY CONTROL <br />CHECKLIST <br />p/ aenewro eeeaowo cLe,,r <br />[[f aevreweo srecrrrctro,s <br />E' REME^Eo PREvro,rs REeoRrs <br />tr cArLEo'NSAMPLESFoRP'cxuP <br />tr aLDEF'c'ENc'EsNorEo <br />trgg <br />E TESTPERFoRMEo PER sPEcs <br />E coRREcr o.oF sa fuEs <br />E s{,PrEssroREos FEIY tr OTHER <br />CC Archrt&i. Enared. Buildino Olr.ial <br />NO A6ENCY <br />w\rw.kouryenqineering.com FORM FR-2mO3 0211Arm3