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HomeMy WebLinkAbout30139633 - Permit (2)Project Address: 2202 N Flower St Assessor'sParcel: 001-201-05 Lot: 36 Unit: Block: NA Bldg: Tract: 4611 Address Range: Historic: No Suite Range: Zoning: Rl E city of Santa Ana 20 Civic Center Plaza (M-19), Santa Ana, CA,27O2 Plumbing Permit Counter: 1714) 647-5800 lnspection Requests: (714) 667-2738 lnspector Section: (714) 647-5853 Permit #: 3O139633 Pin #: 38662 Owner: Address Contractor Address: 01116002 01116002 01116002 01116002 01 1 16002 01116002 s1602 s1602 s1602 51602 51600 51602 Fee $42.85 $21 .42 $69.94 $42.85 $21.25 $52.98 Phone Tenant Name: Al & Katherine Quitral 2202 N FLOWER ST Santa Ana, CA 927062528 (7141222-63',t5 Splash Pools & Constructio 14175 Telephone Ave. Suite Chino, CA 91710 (909) 6r4-r 333 Fee Type Amount Gas System 14 42.85 Pool Trap 21.42 Pool Heater 69.94 Pool Piping 42.85 General Plan Update 21.25 lssuance 52 98 Qty 1.00 1.00 1.00 1.00 1.00 1.00 Phone State Lic #: 784292 Lic Type: B, C-53, C-27 Bus. Lic #: 369859 Workers' Compensation lnsurance:Carrier: Protective lnsur Co Policy #: WD001486 Expires: 06/30/2018 Botchir,t{507 - 6/27/7t)18 off ic€: CTYH Tnons+: 72Acct,+: Refi: ftcptl:02304803' 6/27/2tt!8 Tronsact ion Totol 3rl I t848 I0: cfl.,Et.l.r 401 3963.?'n Splosh Pools A construction' I Generol Plan tlpdote Fee 01116002- 5160000(r- Plurb i ns u1116002- 5160200tt- ICL Check 031681 Building Use; Job Type: Nature of Work: Planning Conditions Planning Approval By Plan Checked By Permit lssued Byl Subject to Field: Building Permit #l Single Family Dwelling Occupancyl Swimming Poouspa constr TYPe Swimming Pool/Spa/Fire pit Code: Date Date Date R.3, U VB cPc 2016 Notes: Pool and spa and gas line for tuture fire pit. en Misc. Receipt: Misc. Receipt: Misc. Receipt: Total 196874 Every permit issued shall become invalid unless the wo* on the site authoized by such perrnit is commenced within 1 80 days atter its issuance, gt if lhe wo* duthorized on the site by such pefinit is suspended or abandoned for a penod of 1 80 days after the time the wok is commenced. lnspector MID#: 2018-144329 06t27 t2014 Account# 0'1116002 51600 01 1 16002 51602 Fee Total: Paid to Datei Balance Due: $25'r.29 $0.00 $251 .29 $21.25 $230.04 APPROVALS DATE ID/SIG.COMMENTS UNDER GROUND Waste & Vent Water-Under lloor Building Sewer Area,iStorm Drain lnterceptor/ Clarif ier TOP OUT Waste & Vent Water Pipinq Gas Pipinq Rool Drain Tub/Shower Test Rough Water Heater POOL/SPA P-trap/Drain Line q\\q\\u .^u44(1 It/ain Drain/Pool Pipino 7z--'-''b'/'/q aa Pool Heater/Gas Line P*A.r-7//ltlrl q(6 Miscellaneous Gas Service Water Service Lawn Sprinkler Sanitary Sewer/Cap Back Flow Device Bouqh Plumbinq Final Gas Test Meter Release FINAL Notes, Remarks, Etc. OWNT'R BTJILDI'II DELCARA'IION I hcrcby nfinn und.r ltnalry ol p.rtury thar I im crcnDr imr thc A,nlnctna l,icen\. Ij$ r(tr rhc rolkr*in8 rc,$n (sc.70ll 5 Busincs\ and P,otc\rnrn Codc): An! Cir, or Connry *nicn r.quncs r F.mir b .onio.r. rlrcr. nnlrovc. d.trhlhh "r rcwir dtry ntu.ror., trirb n\ i\\uanc.. rl$ rcqrncs rhcinlli.rtrr ntr su.h Fnn[ lo l]lc, siencn srlrcm lnd hcor lhc i\ li.cnscd tu^ua r,, rh. ptrivntnr\ ol'rhc Conklc(r \ l.ir.n\dd lr* (Ch,fl$ 9, Co'ntun.$g rnh Sc.rion Tuxl of Dilhion .1 ol lhc llusincs\ lnd Pn,fcsn,is(i c)orrhrrh.orsh.i\cx.inflrh.r.lionrMthchrsislorrherllc8.dcrcnrnlion.AnyvioldionotScrrkn?0.ll5l,yri, {pli.rnr rorr rcnnir suhlchrhc rpnlicnnl baciviltcni[yolnol nmrcrhrn nve hhdtd dollm (S5(n) _1. as osn ! of rhc prop.n y. ,n ny cnll lottc! tr irh $r!.\ rs Ihsii q,lc .o rFn\rl irtrr. sill Jo rh( *o* .nd llrc slruhrc i\ idcnd.{ ordll.rcrlfor srlc (sc 1011, Busirc$ od Pi'tu$nnN Ctrlc I hc Cnnrlcntr s t,ien\. 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C. ). l-BfLlCAIiLDEllAtrrlIl0N I tRty nmund.rl.nrlryrf tlrjuryoitr of rhc inlhqiredccl nii(rr: Dtnn'liriqr l,crnils A\txdo\ Norili.rr!,,n Frdrrrl R.grhrnnr\ I I'irld 40. Pan6) -l{equn (l Idrcrol Norillcrri{m l!rc tror Jppliclhlc t, rhi\ nhl..r abvc int imrion is comct I agN lo ompl, wifi all r. ,rd hcEby .u'h.rir rclrcsnl.livcs of rtis City 6nd Pemir@I\( 6 2 PLUMBING-INSPECTOR RECORD Gas-Underlloor Fill Line/Back Flow q*5 Foalryofpruury rhlt I am liccnsl uRh, povtn)n tf,nd.i" Addc$'- I _l fiA1 "s sx l !, : agl ,: eIr$)I r; } .. 0 \{ ' t li rc) $ o60 t' j :) ," . ) IC}Io qU cc o o. at o. qn: oo o c!c=o =qqJ o EA ]: . c oc EC E+ < 693' cI .t = !o " _c - ti ro u" o c) c O. l ! EZ:J lr . l: .D!otiEr . I cot: _o60 '!,uoc- - o\50 't tac .D ,t , i c, I- <J i:Er:oU (_ l N oIooE .( ,o"apci i.9gottE:)cl f: .- t \0 I ;. - , LJ(J !- tE i=CocoF :lo;r r- ) d3g't l ,c , elE 1looo!o k Nl0NI oc)o)r. cd r1 , 'q{aoLoo, OJ il (r ) uE JC J Nf r ? 3e o - Ps f i *9 6 aq z ui E i6 LuB o r t, "3 o0ci 't ,!, 'p.>io,cl) 'oF., 1 -)Z.H4l Ar O" FJ l- tr l ccoo n, ar , cl c : '6 ' A, 1 j':i i I .. t . 1 . ) r: , li i ' t I t .-.. 7\ r- 7'.rt r rr r,-r.t r.\,.r-r .^. -^. .^. .a. .L .^. .^. .4. .a. .4. ^4. ^^. ^^. .^. .^.SU U'l'tlW.UjS'l' v v v v v v v v v v .r7 v't7 v v IrrsJrt,< tiorr & 'l t.stirrq. Int Co ni t tr tou s I n s pe c t i o n an /t.rr crirri-s 7i,si inq lt I Commcrciol !va-!-. La Hubra. CA 90631 -6168 1562)r).11,299O (7r4)526,44+l FAX (5 62 )9-1{r OO26 FIELD DATA ON TEST SPECIMENS --- ASTM C31, C138, C143, C172, C173, C231, C1064 ---CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE: ADDRESS: 2202 N. FLOWER ST. SANTA ANA JOB #: DATE: 08/20/2018 JOB NAME: QUITRAL PERMIT#: 10196874 ISSUED BY:ARCHITECT: ENGINEER: THOMPSON CONTRACTOR: SPLASH POOLS SUB: GOLD COASTSHOTCRETE LOCATION lN STRUCTURE: BorroM oF PooL TRACT:PHASE:LOT #: CONCRETE SUPPLIER: NATIONAL RDY MX PLANT: TYPE OF CEMENT: V ADMIXTURE: SLUMP: 0.00 in. WATER ADDED: 0 gal CONCRETE TEMP: MIXING TIME: MIX#:7 112 - 1 TICKET #: 291661 AIR TEMP: 0 F TIME CAST: 08:10 DATE CAST: 0711912018 RECEIVED AT LAB: O8l1Ot2O18 SPECIMENS MADE BY: RICHARD LUIZ SPECIFIED PSI @ 28 Days:4500 LAB #: 123018 CLIENT: RICHARD LUIZ TESTING INFORMATION: SAMPLE IDENTIFICATION:17 52560 1752561 17 52562 AGE DAYS:28 28 28 OATE TEST:08116120't8 08t16t2018 0811612018 SIZE (in ): Height X Diameter 8.000 x 4 000 8.000 x 4.000 8.000 x 4.000 AREA (in.A1:12.57 12.57 CRUSH LOAD (lbs.):71024 69541 74550 COMPRESSIVE STRENGTH (psi.)5650 s530 5930 HEIGHT.DIAMETER RATIO: CORRECTION FACTOR: coRRECTED STRENGTH (psi.): BREAK TYPE:t C.T.M. USED:Fomey96 Forney96 Forney96 I I REMARKS ASTM C39, C174, C192, C470, DOES NOT COMPLY: c617, C42 FOR INFORMATION:COMPLIES: X THIS REPORT SHALL NOT BE REPROOUCED, EXCEPT IN FULL. WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND IESTING. INC SAMPLES CAST BY OTHERS RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTINGI{OTICE:These test resulls are fiom samples casl by rnspectors or technicjans nol employed by our firn. They e/ere eilher delivered to ou.laboratory or picled up by our driver. We will acc€pl no responsibility fo. the inspection made on lhejobsile by the inspeclor, furthermore we do not lake responsibility for any information on this report other than the strength as tested ard reported. ASTM C39 BREAKS: I=CONE - ll=CONE AND SPLIT - ERRO LAB. M II|=COLUMNAR - IV=SHEAR - V=SIDE F URES - VI=POINTED l \