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Home My WebLink About10195699 - Permit (2)Jurisdiction Logo Here t ounty of SA..r* Ar.tft BUILDING DIVISION r 1231456-789'l , F 2341567-8912, E-mait @ STRUCTURAL OBSERVATION REPORT FORM STRUCTURAL OBSERVAT,ON means the visual observation of the structural system, for general conformance to the approved plans and specifications, at signiticant construction stages and at complelion of the structural systam. Structural observation does not include or waive lhe responsibility for the inspections reguired by Section 108, 1701 or other sections ot the Code. Report No This report includes all construction wo* ttrrougn -1troay or ,zoll easeNo. I t I1 *o1oa,6o"'7f,?JZ- e, l{ 5-r.- StructuI'l Ob.crEr of Record (SOR):q'nVe eY-â‚¬>tr SOR Phone l{o /Ad7f 7-t't-'t Bulldlng Permit Noptq5611 Obsorvor P.olosslonal Lic./Reg. No.: fGetuz 9baarv.r Phon. No.: 8/al7r l-tirt OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS WALL FRAMES FLOOR PORTION OBSERVEO, IF NOT WHOLEFOUNDATION O concrete E SloelMomenl Frame O Concrete ftcF? a.3a' ebeg ft-Footlng, S{c#l.dlt O Mrt Foundation O Mrsonry O St6olBrrc6d Frame O St olDock f{tta '/i.- F'I<. tlo:af:- O Cllaaon, Piles, Grad6 B6rms E Wood O Concrota Momonl Faame O Wood 6*tt-|. E Ratrlnlng Foundrtlon Hlllald6 Spocl6l Anchort tr Other:E M!3onry W!ll Frame tr Othors: tr oth.r.I OBSERVED DEFICIENCIES:Nrrt6 ' ,I. IAM THE EI{GINEER OR ARCHITECT RETAINED BY IHE OWNER TO BE ITi RESPONSIBLE CHARGE FOR THE STRUCTU or rx4rvEouxw or RAI. OBSERVATION IN ACCOROA|ICE WTTH IHE REOTjIREMENTS JA elr kut 2 I, OR ANOTHER ENGIIiEER OR ARCHITECT wl{O I HAVE DESIGI{ATED AAOVE AND IS UNOER MY RESPONSIBLE C}IARGE. HAS PERFORi'ED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE wlTH APPROVED PLANS AND SPECIFICATIO S; 3 1 ALL DEFICIENCIES WHICH REM TO BE CORRECTED HAVE BEEN INDICATEO ABOVE: IRECOMMEN AT ACCE E OF THE STRUCTURAL SYSTEMS BY BE WTHHELD UNTIL ALL OBSERVED OEFICIENCIES ARE RECTEO Z /*tt1 SIGNATURE ,<\,rHEt[r/cou I{TY OF STArilP OF STRUCTURAL OBSERVER OF RECORD q gLr E crv mv ** 2(9 ts F ESS/ oFC sorl doc - LARTJCP Slructural Observatron Report Form (V1 0 - 5/2000) DATE LAR UCP;.\....'.. .'-:.. .CA9 Structural Ob.crvrtlon pG.rormod by:srcv:c *.rreb& O Oth.ra: I DECLARE THAT THE FOLLOWNG STATEMET{TS ARE TRUE TO THE BEST OF MY KNOWLEOGE: No. C06727 ExP.9-30'20 Page 1 of 1 ROCK - SAND - BASE MATERIALS READY MIX CONCRETE Date a1 1/2019 Projoct: Metro East - 2222 E. First Street, Santa Ana Contrector: Moody Masonry Doscription: 2500 psi 1" Mix Strength (fc): 2500 psi WC rclio: Slump: 4" Sack Contenl Max. Size of Agg.: 1 ' Gavsk.: Pump Type: Boom Pump/Place Un. WL: ALL CONCREIE 'S "IXED AND DELNERED IN ACCORDANCE WfiH AST'I C.U Contents: Cement (ASTM C-150) Fty Ash-Class F (ASTM C-618) Sand 1-1/2' x 3/4" 1' x #4 Y8" x tl8 Watet Entrapped Air 36.0 gat 1.25 "/" Wt ADMIXTURES : Remark: The cte ineer should review this mix to ensure com nce to cts ifications 2' 1 1n"1' y4" 1/2'v8"No4 NoA No 16 No30 NoSO No100\o ROBERTSON'S Sand Source : Robodson's Redlands Rock Source : Robedson's Corcna Cemenl : Podland Cemenl Typo N WE'"'c- t-"oLt. cfirEr r{d ln.v'!. ,n F..drr{ 0.u 5.00 sk 7.20 147.1 Ash C/ass F O6.a, 8Fsrd XrD Cr*rrg 6 dr, lq l.Ed c(,rEtnrr. nl tr (h.f cd!.ar d ,. Uq,ct tn qtr..t .o,ndft. yln t htrrner ewn D lrr cdrt*r (burrn &, -kr',Hl 6 rtcl b lr. r.qr..t .ra. ol lt PlrE tn |,..racaor. Crrltc a .-Fraa ts Oii...5' *tclr .d b. cdli.nd .rn co.r.La(, .t ,l pb tr. Lb..iaar ,66... ..d a.irlqr6 oi .o.r.!E!o.r codda.n ol Carr-b.. dl elh h.r oa tt olrl ttr r\d ,. .-It ro.' !'rb.h.H ol ild wt Aooraoalas meet ASIM C-33 Fax (951) 280-1429 aEBa &o{l{. E,olâ‚¬r(x mc Cdr{llrp Cd r thdrd Eg.r..t o,, 02-_11-2019 ", _ s.E.E. R5250831Concrete Mix Design #: w. t2/31/N Aggregate l,ye,bhts are SSO, Moisture in Aggrogales Must Dâ‚¬ Considered When Detemining Total Mix Wator MIX DESIGN PROPORTION %ioused Sp. Gr VolumeBatch Wt 3972 Vol. = 100 27.00 3.15 2.33 2.62 2.67 2.65 2.65 2.39 0.00 8.76 0.00 8.76 1.95 4.81 0.34 45 0 45 10 470 0 S/ze 0 0 0 0 0 o9533731 0 0100045 018211010 98 80 210010010010045 46 3610098 (951) 685-2200 ext 6381 P.O. Box 3t 0 1432 0 1448 322 299.9 60 11/2', - - 6- 0.T_T100 I 100 100 | 100 38 I 12 100 I 96 le5 100| 100 70 I 100 | 100 60 l3elr8 l6 1ooo ls I I I s I r10007 lt2Combined100 Retaining Wall/Fence Wall Footing ROBERTSON'S ROCK - SAND - BASE MATERIALS READY MIX CONCRETE al l/2019 Project Metro Easl - 2222 E. First Slreet,Sanla Ana Contractor.Moody Masonry Description. 2000 Psi Groul Mix Stren$h fc): 2000 Psi Stump: 9-10 " Max. Size of Agg.: 3/8 " Pump Type: 2" line PumP ALL CONCRETE 'S ITI'XED AND DELIVERE GaUsk' Un Wt D IN ACCORDANCE W'fH ASTM C-91 WC ratio: Sack Content 0.74 6.00 sk. 8.33 141.1 Contents: Cement (ASTM C'150) Fly Ash-Class F (ASTM C'618) Sand 1-1/2'x g4' 1'xA 3/8' x tl8 Weter Entrapped Ak ADMIXTURES : 7YLA-625 (ASTM C-494) 50.0 gat 0.75 "/. Wt 3.0 ozJcwt Remark: The project engineer should review this mi PLEASâ‚¬ FORWARD STRENGTH DATA TO ROBERTSO x to ensure compliance to the project s N'S TECHNICAT SERVICES FOR STATIST pecifications ICAt ANALYSIS EZ1Z1i:J:;ZZ1:T:" **'r-,*- ffix;Hr"@ Podland Cemonl TyP lly' osd'r 6F.-d rxn Ash C/ass F CrErl.o t dit l(. Fr.d cdt trr!. 'ir\ ll 6lgn c'Ecl ol tr FqGl ,n s--a ct4lrt. Yft 'rht..nnq! lltJl b t. Go,tld df,urlrt! &l' -lF ,En r Lt ct b nr r.qtr t o, h ,E rn aadicadi C.ra..t ! t aPrrr. b. Oril'idr *rn da t ...*n d ,n o.n LLd i ,r fa d. D.E&. FErt- .tn En iq.. d .ttrrrxnotr cd.hao. .a C.nbEr'. lqi int trl or d ot! t:br rta t .r!.hclo.r FlomrE t ltd 6d Fax 1) 28G1429 RE6S BROViN EKTE(' IIC Cqtrllrp Cdi I 6hdu., Et!Ot!...r w. t2ltt /2o 46613Concrcte Mix Des n#: Total Mix WaterMust be Considered Whents are SSD: Moisturc inA Mtx TIONPROPORS'GNDE VolumeYousedEatch Wt Gr. Vol. =3810 16.9 oz 564 0 100 0 70 0 0 30 27.00 2.87 0.00 12.12 0.00 0.00 5.13 6.67 0.20 2.62 2.67 2.65 2.65 1981 0 0 849 416.5 11/2' 1" y4', 1/2" 3/8"No4 No I No ,6 No 30 No 50 No 100 No 2002o/oSlze 0 00003179510011/2"0 0 00001012703895100010001118296100100100100100303/8 6 2186039988010010010010010010070wcs 14287410099100100100100Conbinod100 (951) 685-2 ext 6381 P Br glP1e,S.E.E. Date: Sand Sourco : Rock Sourca r Canonl : 3.15 2.s3 0 0 100 Retaining Wall/Fence Wall Grout Project Information Mir No.: 563900 Dcscription : I 4000PSl PU PL Cliâ‚¬nt : Falcone Gen. Engineering Submitr.l No Projecf : Metro East Senior Apartments Drte : Addrcss : 2222 East lst St., Santa Ana Usage: Compressivc StrcnEh : 4 000 psi at 28 Days w/cm Rrtio : 0.49 5.56 Gal/Sack Phnt : Equiv.Ccm.Frctor : 6.29 SackrCY Slump: 30855 0t/21/20 tt Foundations, Slabs, Grade Beams, CIP Walls, Suspended Slabs & lrvine 4.00 t L00in Concrete Mix Proporlions Nol.: All r8ar.grr. w.igh13 rr. t.tu t.d surfrc. dry (SSD) *cighE.d lhc moi.t ur. .o.t.Dt of lh. tgSrcSrtc! tr rh. tim. ofbrt.niDg mu3a b. .onsid.r.d wh.D dctcrmidog lh. totrl irt r in lb. ,|ir. Msterials Source ournritv SPec' ( ft3 ) Grav. Volume CEMENTIW - Type lllV Waler l "x tr4 3/E"x #E W/C SAND WR-91 Type A Air National Cement 592 tb 292.t lb 1428 tb 3l4 tb l379lb 23.70 ozlyd3 3.15 1.00 2.67 2.64 2.5 8 0.00 3.01 4.6E 8.57 t.9t 8.56 0.02 0.27 35.0 Gal 45 o/o l0 o/o 45 o/o 4.00 ozlcwt Non Air Entraincd Chandlen, Corona Chandlers, Corona Foster, Corona Euclid Chemicals I48.3 tb/ft'Plastic Unit Weight Total 4005 lb 2'1.0 fr, Proposed Aggregstc G radstions 2" t"v2 t" 3t4' v2" 3tt" 4 #8 #16 f30 #50 #100 #200 FM l"x#4 3/t"x #8 W/C SAND 100 100 r00 100 100 100 96 100 t00 69 100 100 42 r00 t00 l4 90 100 4 t3 99 I I E5 0 0 63 0 0 37 0 0 l6 0 0 5 0 0 2 '7.12 5.96 2.95 Combined Gradings 100 100 9t 86 74 60 48 39 2E 17 7 2 I 5.13 Oplionsl Producls : Remarks ; T o Or,fir OFA A4en Angelpy N..|ldul Rady MB.d Coftllr. it r rupphcr of mlt ri.le only Nrlionsl dG nor o8r8. m m8,Mn8. hlordory t nicc.. .nlil. ir!. or 966d conrdirS N iM!.1 do6 ror t!qm. .Iy rlrprBibiliry fd d.sign. o8l,Ean8. s.l..tion oftnrx6 for rp.cific u!., r.quind q@nti6. or pla.rn.nt plsctic4 ofrh. pmh.s. 2450NO Erp To 6nply vrh ASTM C9a,lSâ‚¬M la a)TdI3 .ao.y $.ll36d !d r6ul6 b l35l Elr H6nn3o Dnv.. D!ft, CA 91010 Renato Kich. RCE #C052450 6. C,h 4 Dq"l National Ready Mixed Concrete Company l85l East Huntinglon Drive, Duanc, CA Telephone : (626) 358-9690, fax | (626\ 358-6702 REISS BROAi\I E(MEXJI INC :o.u,l'^g C.n, & Slruclurd Er!m...3 ,,.. 2t412019 NATIONAL READY MIXED CONCRETE COMPAT{Y Standard Deviation by Required Average Strengths, Amcric.n Concret. lnstitute Codc ACI fl8 Chepter 5, "Concrctc Qurlity, Mixirg and Phcing" Stsndsrd DevistioD Study for Mir Design No.: Design Compressive Strcngth: l "/4000 psi/Pump-Place psi f' cr: 4459 psi s63900 4000 0.49 30 342 I .00 342 4459 429t 42t0 4010 lE00 3880 3920 1620 3950 l5t0 3940 tT20 3110 t440 3750 34t0 3860 1700 4240 3750 3970 1650 1920 45t0 1750 4020 3tt0 3790 4020 40t0 4040 4120 s63900 4000 5510 5290 4E50 5290 5210 5 r30 5290 4Et0 4920 4750 4540 4590 4630 4480 5070 4860 51fi 4960 5090 4750 45t0 5890 5120 5100 4690 4950 5250 52fi 5290 6000 6.3 0.0 Actu!l Sacks o/o Tlpe II/VMir Design No.: Comprcssivc Strength (f 'c): w/C Rrtio: Numbcr of Test Rcsults: Strndard Deviation: Modilicstior Factor: Modifi cd Strndsrd Devietion: f'cr = f'c+ 1.34s = f 'cr =f ,c+2.33s-500 = 18791 3t79t It?99 19t E0 t9r 39t82 39t tl 39t84 39417 39419 t9420 19121 19113 39414 39957 t9951 40014 40015 40299 40lm 4030t 40360 4036t 40146 40141 40748 4t224 4t225 41226 4 t448 Averagc: High: f,ow: psr 4.4t 7 Dty 3867 4510 34t0 5r70 5t55 5 r9t 5225 5200 5058 5012 4t21 46Et 45t? 46r0 4650 477t 4792 5132 507) 5t9t 4921 4900 50t1 5205 53t0 5005 4942 4991 5161 5l ll 5510 Yo inches 28 Dey 5060 5900 4450 pst psi l z l 4 5 6 7 E 9 t0 tl t2 t3 t4 I5 t5 t7 It t9 20 2t 22 23 74 25 26 27 2t 29 30 5270 5030 5070 5400 5370 4950 5250 4920 5000 4560 4160 1720 4820 4660 5010 4670 5470 4160 52m 4t00 4950 5520 4940 5090 4890 4930 5250 5360 5470 5E00 5390 5150 4960 5t45 5290 50.r0 5210 4E65 4960 4655 ,r450 ,1555 1725 4510 5MO 4765 55m 4860 5 t45 4775 4780 5705 5t30 5095 4190 4940 5250 53 t0 5180 5900 208334 20t363 2083t9 208829 20ttr2 208895 20E956 208975 209376 209401 2W429 209429 209482 2095 2 t 0046 2 t 0069 210285 210108 210,606 210624 7t0644 210556 210676 2r0r20 2l I t37 2t r r60 2t t9l8 2t t96l 2|975 2t2t79 475 450 475 400 400 500 450 415 415 415 550 5.00 400 500 400 400 415 500 450 500 450 400 400 475 450 400 450 400 425 1.50 Rreak Data Slump Ru nnirtg Avp. of3 Ticket No.28 D8y 28 Day |8 Day Av7 DaySet No, 2/7t2ot8 Plare I Sla De! 561900 BACKUP DATA CemeDtitious: psi Flyuh: in Design Air: 1.0 Slump: 4.00 Richard Hallowell From: Sent: To: Cc: Subject: Attachments: Concrete Falcone GEI Tuesday, February 25, 2019 9:53 AM Richard Hallowell Joe Daniels; Blake Garcia; Jim Cullinane concrete Pour Schedule (2222 Metro East) 53900 for foundations, slabs, walls, columns, elevated slab & beams.pdf Hello Richard, Please see below the details for the 2 days this week I have concrete scheduled: CONCRETE R DETAIIS: Date : Thurday, 2-2a-2O19 Time of DeliYery: 7:00am Pouring: footings for elevators Mix DesiSn: f639d) (see attached approved mix design) Total Yards Ordered = 20 yards SpacinS: 15 minutes COTTCRETE POUB DETAITS: Date: Friday, 3-1-2019 fime of Dellvery: 12:0opm (trying to tet earlier time) Pourint: slurry into footing & Pads Mlx Deslgn: 3-sack slurry Total Yards Ordered = 90 yards Spacint: 20 minutes Thank You, Michael Falcone Project Manager Falcone General Engineerin& lnc. 1560 Newbury Road, Suite 1-288 Newbury Park, CA 91320 Phone: (805) 499{880 Mobile: (805) 479-6175 Fax: (805)499-2390 concrete@falconegei.com 1