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Type ol <br />lnspection <br />Required <br />Welding <br />High-Strength Bolting <br />Fire Prooling <br />Reinlorced Concrete <br />Post-Tension Concrete <br />Reinforced Masonry <br />Shotcrete <br />@ Epoxy/DlA <br />Other <br />Project; Darwin & lynda richards Project #Pern,t 101 102927 <br />Aooress: 1318 E. Fourteenth street Jurisdrctron: Santa ana <br />Type ot Struclure: HOme dWelling Archrtect: PlanOS draft in <br />Material Description Engineer <br />lnspector Contractor: Ownef <br />Subcontractor: JJP COnCrete <br />Type ol Sample Slump Ouanlrty Bilt to: <br />lnspection Summary: <br />Observed the installation of (10) 5/8' A.B. & (6) 5/8" All thread for hold downs (HDU2) <br />Along gridline B. Verified holes size, depth and free of debris prior to installation of Simpson <br />SET XP epoxy esr 2508 Expire:0212021 . Yerilied proper drill bit size as well as mixing and storage <br />Of epooxy was in accordance To manufactures specifications. All as per detail 7 & 8. <br />Registered lnspeclor's Daily Report Oate. 1113012020 <br />Work observed was completed. <br />80uBs We hereby cenrty lhal. al lhe trme ol lhrs rnspeclron, we have oDserved all ol <br />lhe above reponed wo.k, unless olhetuIse noted To lhe besl of our knowl- <br />- edge and bele,. we have lound lhrs work lo comply wrth the approved plans.TIME IN <br />8:00am <br />TIME OUT MEAL PERIOD o'rME) <br />10:00am spaohcalrons, and apphcable sectron(s) ot lhe Unrtorm Burldrng Code. as <br />applcable lo lhe localily where lhrs prolecl rs localed Thrs.eponed cannol <br />be conslrued lo be a recommendalon ol work ot any nalure lo be pealormed. <br />The pedormance ol orJr observalion se.vrces is suqecl lo lhe terms and <br />conclitrons as descnbed on the reverse sde ol thrs Observalrcn Repon. The <br />Owner o, a successor in interest shall hold harmless any nature <br />whatsoever.lhal rs .elaled lo lhe observalon servrces p.ov ded <br />REGULAR r5X 2X <br />4 <br />By thls srgnature on the Observatron Reporl, I acknowledge that <br />depuly rnspeclron was pertor.ned on the above observalron and <br />am bound by lhe lerms and condrlions on lhe reverse srde ot lhis <br />reporl <br />F$- <br />Srgnalure of Regrslered Observef <br />Reinforcedconcrete 8343,148 tcc <br />Approved Dy Protec! S!pefi^le^de.l . Fore,nrn - Other Specrally No Agerlcy <br />trtl EE <br />ACIS Proiect # <br />Tests Performed