HomeMy WebLinkAboutRS071331_Correction Notice3,6439
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Observation Report
Iobetlkill 15 Avalon Vista Newport Coast, CA M Nu r. RS071331&RW1ID057
Jpplyna Avalon Vista II Project pdytst pesign When Architecture
MSIcalRmlpnai: ASTM A615 Grade 60 polar original KNA Engin enn9, Inc
expenses Name: Ropers Getz (muaamr: NatM1U Development
Sample, % recen y` fu4unlnrmn KP Constmctlon.
TyggYMkObuwd: StrWtural Masonry/ Epoxy DOW¢I Installation qte 08-17-11
I. Verifed the laying -up a8" x W x 16' block$ at the 1stlM section Implies 1-5) of the proposed new CMU
Well secfnn of the Main Entry Fountain of the proposed new Main Residence of Petcel 1 Comedy Lot 12 & 13).
2. Observed molar, SpecMixType "S" Appear, for proper mixing and handling.
2 Verified reinforcing settled size, grade, lap location and clearance.
l Observed the installation of (8)-34 velicel dowels & (4) -NG Mnzontal dowels with a min. 6" embed. inb the
existing comet, fooling & wall sections for the new to existing structural bclm of M1e cast In- lace wall & CMU
wall section of the Main Entry Fountain of the proposed new Main Residence of Parcel t (immerly fed 12 & 13).
5. exceed the size, depth, and tleenlineea M holes ones to the application of Simpson SET.X? Epoxy Lot
#12302481. 02-211.
B. Vedhed the placement of rarlorcing steel at the following local the in Floor foundation level slabon-grade
section 0the proposed new CourtyaM of the Main Residence of Parcel 1 (formerly Lot 12 & 13).
9. Verified reinforcing steel for size, grade, cep, locaeoo aM chre ance.
B. Wmk observed. Unless noted Openers is in acceptance with the approved plans and specifications.
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Observation Report
maY4m 15 Avalon Vista Newport Coast, CA isi Narrowed RS071331& RW110057&RS071332
lopNnue Avalon Vista II Parent apedemod Design West Architecture
Marshall Oexnplm Concrete Mix Design RRS500P44 bgla. KNA Engineering Inc.
DaIwNS Naive, Robed Ge12 ( ed w F Natnu Development
Minyec 4' % &" puenuy= 4 Submmarme KP Constmctlan
Tyq NV/ekONee� Reinforced Concrete Placement pya 09-1911
1. ObseNe the placement & consplldMion &20 cu. ytls. orconcrete, mu design #RS500P44 (5000 PSI), at the
holidaying locations: the tat Floor IouMabon alatoon9mtle settled of the Courtyard and the tat 10 added
(courses 1-5) of the CIVIL wall & cast uni wall reasons of the Mein Entry Fountain on the east aide of the
propmed cew Main Presence a Parcel i (formerly not 12 & 13) and the let Floor foundation (2)- pedesta s
and (2)- lower reap sections at the West Entry of he proposed new Red. Center of Parcel 1 (formerly Lot 12 &
2. One set of 4 - x @=4 teat cylinders was taken from Load %1 (10 on ytls.), ticket #7697547, duck #1112, placed
at the 1at Floor foundation slabon-grade section of the Crunched of the proposed new Main Residence of
Parcel 1 Rascally Lot 12 & 13
3. Slump test result, 4-112".
4. Concrete was supplied by Processed s Ready Mlx.
5. WDM observed, unla er noted Mhervnbe, is In accordance win the approved plans and specification
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Observation Report
lobal3esse 15 Avalpn Vista Newport Coast,CA AM of Newmann RS071332
IobNede Awlon Vista II Project format Design West Architecture
taeteiat pocbpFn; FCAW A520 elerVWes E31 T-8 Engineer KNA Engineeringlnc.
wpurp Nam, Robes Gen Conuaamo Natbo Development
9^ple, x amMy- 5u![onlntbn Gana Steel
TypotWetObww3 Swctmel Steel is Welding IIa¢ 0e-17-11
1. Verified the field welding of the beanng-rype connections of me Root Level framing M the proposed new Roo
Center M Pi I po merly Lot 12 & 13) at the (dlowng locations. the (4)- iN" shear plates to me web of Me
(2) (E)W14x68 beam @CA(4)&C6(4), and the (2)-4"diameter pipe columns with 114" gusset plates to the
Mtlwn of the (E) W14x68 beams a B (4) & E (4), and the (2)-114" softer Plates to the web of the (N) W 10x26
beam @ C.6 (4), and the (N) MC 12x68 channels he the tap & bottom flanges of the Rif W 14x66 beams between
2. Gamed w iddeq Kwan Young Lee %P018292 exit. 05-24-13, was Obsessed for potter welding social &
techniques.
3. Completed angles were venfrad for size, slogan, location, antl, unless noted otherwise, are free of Nsde deism
4. The (N) SCUM channels were not welded to the tap & bottom flanges of the (E) W 14afie beams appmx_ 3 ft
on each end, one to the existing Root framing previding no laterair whim requires an RFI form the engsneer.
5. Work observed, unless noted otherwise above, is in accordance with the approved plane and specR¢adons.
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Observation Report
Iob M]rms 15 Avalon Vista Newcan Coati CA Pezmk Rumsm RS0]1332
Epronc. Avalon Vista ll Plates radiative Design West Architecture
MuvlalCarlptlon: FCAWA520eleNmdes E]1T-8 FrpFxv. l(NA Engineering, Inc.
pwyaNmv Robert Gem eaTocbn Nathu Development
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rypbNbhONervvk Structural Steel It Welding/ Epoxy Dowel Installation Para 08-16-11
1. Verified the held welding of the beatlog-type corrections of the Mezzanine taming of the proposed new Rae
Center of Parcel 1 (fomarly Lot 12 & 13) at tle Wllowing battens the (to)-1/4'st8tcr plates B the (2)-1/4'
end plates to the was of (N) W hOG6 beam between 4 (B-E), and the W diameter pipe columns with 114" gusset
plates to Na tap M the (N)yiIDw26 beam and M the top & botlom of the IS) W14x68 beams ® B (4) & E (4).
2 Camfied weds, Kean Young Lee IXP018292 exp. 05 24-13, was observed br proper welding procedures &
3. ComplNed "Ids was verified fur size, length, location, and unless noted otherwise, are free of visible dalects
4. observed the installation of (6)-a5 vemcel dowNa & (7) -N4 vemcal dowels & (19) - M honzomal dowels Mth
SITE embedinto the wasting concrete foundation for the added (2) -lower steps &(2)-cedestalsatthe
west Entry of proposed new Rec. Center a Parcel 1(brmedy Let 12 & 13t
5. Verified the size depth and cleanliness of holes prior to the application of Simpson SET%P Epoxy, Let
N123G2460 exp. 02-28-13.
6. Work observed unless noted otherwise Is in accurnounce with the approval plans and apenficatlem
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