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HomeMy WebLinkAboutSW100111_Soils Memo, Spl Inspector Report, Struc. Engr. ObservationPETRA PAGE-OF— cOMMFrvonnoMe TEGHFIGS �a�e�„� , ABM �,�e�a,� DA, FFC[NEDBv Ion„ oF. ❑ns M ❑M, .,.jF_omCE .I'Llw_'Mo 11.1 1111„1 ORANGE COUNTY Page_,(_ STRUCTURAL OaeYlrvAnoN REPORT FORM Report No. treatment obreradio, makes the soon observation mono suuetwm system. So gcnval conmosome tome approval puns and 'reciMations, at si®rihcmt architecture atagm and at cnm orien three system. Snunwal observation doer not moude or waive the ,seen slbllay forth, rvsycfioestequuW by Section 10& 1701 or other SStabilityOfthe hWe. This report includes all construction work through 5_day of&jt"201 Project Atldrcrr: rvm of Record PMne No. of SOR CC �� � t I/� SE/ /.1� n Nareghi offeni Ed (818)865-2026 Pemdt Summer Observation performeddhIf 0 Ne f Pborsom of Obrervcr ryImading ybV/10)0 by'Karmett Nareghi Armi0985 (819)965-2026 OBSERVED STRUCTURAL LILAIMEMIcAnip ❑ Fnotin ,Stem Walls ConWMMnontFMm' Frame ❑ Concrete Mat Powtletien ❑Mesapeace Steel o(Caismry Pill,, Grade Stearns❑tuns 0WoonentFnme ❑Word WNany weal Aspen s elm nnnnnm❑Other, ❑Orbsll Pnrne ❑OtMrs:IBuame One ... d Deficiencies: I declare that the bellowing statements are nun m Bte best of my knowledge. 1 am the euginoer or arcliitectretalnea by the theater to be in tesponsible charge for the structural observation in necoMence Shot the requirements of the County of Orange. I. I, or another engineer or architect who I have designated above and is undermy responsible charge, has performed the required site visits at each significant EfferveGice may: to verify if tfic slrueNre is in general conformance with approved plans and speecifica ions 2 All de fieienciea wh)<fh22 to beuormctea have been indicated above. 1 1recommead4pptang ofthe stmcturel systems by the County of Orange be wilueld until all observed / Dale. Form MISTAIMSPEGTON SFAVKES VK. Czll:(M)M-799 B645 giera5treet Pha1e&FgL19<Yl B3)-)939 Mission Viej0.00.Y269f �T ® AMSTA Ec ION SEWr ES INC. Observation Report .imbue 15 Avalon Vista Newport Coast. CA 9,mis, lNrCa, SW110105 kA rynle Avalon Vista II Project Mdareco Design West scandal Manscal D0.wpem ASTM A6 15 Glad, 50 Reba, Erpli i KNA Engineering, In oyeyax�ns Robert Geiz voirtmeati velopmeni AmpMc consul S�bwwamnrKP Constructor. rypsMWak OhrrreS Epoxy Drivel lnodiflatlon' Reinforcing Small Placement CM1eck pate 12-06-11 1. Observed the Imtellaton of (6) -06 horizontal dmoss ® T 8 B for added testing tlowels and of (5) -R5 vertical M lst theantedpiMsterds smthamin.]"emided.into the existing concrete Wing section for" less to existing small tie-ins M the nee pilaster®the southeast ezMnor corner of the Kitchen of the proposed cv Main Residenmof Par 11(formerly LW12&13)pertl ,t Mon SV:1. 2. Verified the all depth and cleanliness of boles prior to the application of Simpson SET-%P Eyxy, Lot p123C206C exp. 02 20-13. 3. Verified the placement of reinforcing steel placement at the relieving haters: the new coundabon grade team foutlne sectors Mer mein to ire new cessions (Pile No. P-1 the P-11) located at Pe proposed new Terrace Lounge, Spa, Family Loggia, Breakfast Terrace & Terrace Lounge C the southwest corner panion 0f Pamel 1 (formerly Lot 12 & 13) Prime Grade Beam Schedule. 6. Verified reinforcing steel for size, grade, lap, location, and clearance. 5. We* verified unless noted otherwise above, is in accordance, wed the approved plans & specifiw5on l Y n /�—OC'Y13Z0 - Par RC 51023 IC.C, aTrmenW L "7On 5Pehld Rn d6enO' '"t