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BPOL2019-009378-495 CALLE TAMPICO Tiht D VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 5/6/2019 Permit Type/Subtype: POOL/PRIVATE Owner: Application Number: BPOL2019-0093 KEN TAYLOR Property Address: 80938 VIA PUERTA AZUL 80938 VIA PUERTO AZUL APN: 762450006 LA QUINTA, CA 92253 Application Description: TAYLOR / NEW SPA AND BARBEQUE ISLAND AT REAR YARD Property Zoning: Application Valuation: $28,000.00 Applicant: D Contractor: JJB POOLS INC JJ13 POOLS INC 75090 ST CHARLES PLACE SUITE C 75090 ST CHARLES PLACE SUITE C PALM DESERT, CA 92211 MAY 0 6 200 PALM DESERT, CA 92211 CITY CT LA QUINTA (760)322-1515 DESIGN & DEUEuUPIOL'N i 0E ART MEET Llc. No.: 920450 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C53 License No.: 920450 mw S-Ljq a OWNER -BUILD DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ,-Ado I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: STARNET INSURANCE COMPANY— Policy Number: BNUWC0140324 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WOR RS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for inspection purposes. 1_� SirVAW(ApplicantorAgent) Date: 5/6/2919 Application Number: BPOL2019-0093 Owner: Property Address: 80938 VIA PUERTA AZUL KEN TAYLOR APN: 762450006 80938 VIA PUERTO AZUL Application Description: TAYLOR / NEW SPA AND BARBEQUE ISLAND AT REAR YARD LA QUINTA, CA 92253 Property Zoning: Application Valuation: $28,000.00 Applicant: Contractor: JJB POOLS INC JJB POOLS INC 75090 ST CHARLES PLACE SUITE C 75090 ST CHARLES PLACE SUITE C PALM DESERT, CA 92211 PALM DESERT, CA 92211 (760)322-1515 {. - I I: Llc. No.: 920450 Detail: TAYLOR / ADD NEW SPA AT EXISTING POOL AND BARBEQUE ISLAND AT REAR YARD [TODD L. LACHER ENGINEERING] EXISTING EQUIPMENT AND GAS LINE TO BBQ TO BE UTILIZED. THIS PERMIT DOES NOT INCLUDE ELECTRICAL TO BBQ. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE - PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE. DESCRIPTION FINANCIAL INFORMATION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $2.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT QTY AMOUNT DEVICES, FIRST 20 101-0000-42403 0 $26.68 DESCRIPTION ACCOUNT CITY AMOUNT DEVICES, FIRST 20 PC 101-0000-42600 0 $26.68 _1 n_'J L_- A— n 1 Ll LCI rCIIY ILI[ LLLL.I I o mL.. s777.70 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $200.12 DESCRIPTION ACCOUNT CITY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $108.87 Total Paid for POOL / SPA: $308.99 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 JJ&B POOLS Office (760) 322-1515 Fax (760) 322-1273 Email. James@JJBPools.com To whom it may concern, This letter is meant to inform the City of La Quinta that, Mr. Ken Taylor who is the owner of 80938 Via Puerta Azul La Quinta, Ca 92253 has hired us (JJ & B pools) to install a new spa to existing pool and install a bbq. Mr. Ken Taylor Has seen and approved the plans submitted to the city. thank you James/rggasJJ 1;& B Pools Jose Vg'o�ls i Ken Taylor wner F� RECEIVED MAY 062019 CITY OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT ta Qw�tra Project Address: y IrA �Uwkr-,�- APN #: Zv Applicant Name: K for Address: W VlC, �vtt� A - City, ST, Zip: Lc,, av-?A -- Telephone: Email: Contractor Name: —7�57 t R Address: City, St, Zip D C C Telephone: Email: :S G G State Lic:C53 City Bus Lic: M Project Description: Valuation of Project $ 'Zy+ O O O New SFD Construction: Conditioned Space SF Garage SF Patio/Porch SF Fire Sprinklers SF 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 6 t Olt, 11.4 f 16S j OFFICE USE ONLY # Submittal Required Received Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License Spa Adlticn Si41e >l14"=1. IL I.- -=- xistin block wall 4 =' 211 91L_ —.I'- Existing Pool _ I New Spa Additi:la W ems-. Wand and Bar lew 1313Q island 'Lx3'Wx3'H � 7 s !ram 1�- PLAN REVIEXD Rance to s&cfural details Tod L. Lacher, R.C.E. 67656 f10k l Engineering, Inc. I 3truclur details se'recedence over conflicts with site plan. i - `- _,.i �P. (r gC[r�u m �... •vr arau Fait p++.ue•sere,µ YaFeF, 1 � A oeo �n arevnmeoeCa JJ SP0L2ol n11r• E�4a �•.�;� � - opt 3 13UILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE A-DD SPA a- B$4 . -AIR construction must comply with the 2016 California Building Electrical, Mechanical, Plumbing, and Energy Codes -Special inspection required for shofcrete placement per CBC Section 1705 and Table 1705.3 -Construction must comply with the California Swimming Pool Safety Act and SB 442 including (2) drowning prevention safety features O NER REWONSIBILITIES 1, DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT LAYOUT ON DAY OF EXCAVATION 2 TAKE NOTICE TWAT POOL AND EONPMEnr LOCATIONS ARE SUBJECT TO ACCEPTANCE OF LOCAL BUILOMG WPM TMENT AT THE TIME OF ISSUANCE OF PERMm 3 WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALL 4. AOREE TVAT ASANIO U PDOLSJNC 13 NOT RESPONSIBLE FOR UROEROROV140 CONDlTLOn OR OBJECTS, A20 ANY GMAOLOE TO CUNS$, SIMWALI(S, ORIVEV"YS, LAWNS, OR ITEMS INTHE ACLZ$S AREA. 5. SEE THAT ALL FSNCFNO, OATES, AND GARAOE OOBRS MEET LOCAL CODES FOR AF'ODL ENCLOSURE PRloq TO ANE7L,lgT@RIHSPEC11pN- 6. FILL POOL 1MME01ATELYAFTER Pfak6TFl1 1 FOLLOW INSTRUCTICNS.00 NOT USE RUBBER HOSE] PROJECT IS APPROVED UNDER 0 O2DliCAUFORNIAMCOCCE [eh,a. eol20olL5EUnMSDofiCWFORNkp �016 CALIFORNIA PLUMBING C40E {Wuen 2014 UPC) 2016CAJFCRWM ELECTRICAL CODE thou oP gate NEC) 9016 CALWORIGA ENERGY COOS trine on 20t1 SMndludal DOVFJNAN!NTCODE IEC1fCN y'La2. Y11 EXAM Pr1NAN EMCOR30.1. ANY PERSON MNfdIN Ttl DORetaOl Atry EbDAVATlON S11All CONTACT Tlfe AppROpla%je REO*NAL RO`nFk6%W CENTER, AT LEW TYRO VAOFU ANa. oAVF. 0.1 ROT Ar011E nINN Aa CALE""A OAYp, M M VOWAD10110 TIIAr ELx WUMON,IFTHE LFCIY FM PALL W CONd1CKO nil MD AINUF TRAT IS xNCY1k OR REA4ORANV SHOULD UNOWIORW Im BE IOIIO\MI, iOtyHYAe18UOSIaMA(. IlesiAL1ATIORBDTXER 111RN Try( R41UNE6 Gw14e0 M PPERATLD m' Tfle i:xGVVAYOII AtFO FF PRAC hCOA, RIE EXCAVAfaft SMALL OELMMIE WITH WHRE PAINT CA COUn SUITABLE YAN W4 rHE k nE TO BE EXCAVATED DIALOBI t INSTALLATION OF POOL SYSTEMS AND EQUIPMENT WILL COMPLY WITH SECTION 114- MANDATORY REQUIREMENTS EXIT ALARMS TO BE INSTALLED ON ALL DOORS WITH DIRECT ACCESS TO THE POOL POOL HEATERS/ PUMP EQUIPMENT SHALL BE INSTALLED PER MANUFACTURES RECOMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS Ehclrlcal Spectllcallons C null Pmleceen Mplmla 20 AMP sake aI Js Elenncel Pam_4 k.„e ipbdaalG seFSF4 A YAm Waam I Mara Pump Performance Curves _ =F1AF==IEIR Cilf=I iiiiR�iiALra�= I♦ � iii ttt►. ����a. ii 1RRi=�I�ii�i== �1RIIA1�♦r� i --M-1 siR�ii A POOL DESIGN FOR: Ken Taylor 80938 Via Puerta Azul La Quinta, CA 92253 [A3pN{ePnrspe E>awuraw tFPFerg r+prraNrn lorWuAa voneaa grrlwMain lbe +nO � bo pamrarlertn le-rdol call M261al Or Outdoor hoI lIA. py the use ofa Fan LmAng grill In ac[ofAlnoe vlrte 6B0.26(O] ern fCl. to; B."!ad Parka 71r wro of. WmrFwkv ewaeW RON, wd= 0", u c4doer hot Ica Oared in(BXI I lflrp.gh ta)M reel) bit bpodad tp"Wf vmh0 cad 6.PW r_Wwt r Iy1 smaller AM S AWO with pled pfaylW a Earneetrk,% YhnIFW bad kax g a am; ..levy, a Ptha klAd Makers125Dlet". EgL+pDIEW W Dena g it rRf rpAwaa M4m4rd e or be enaaW is any atnoboard, WmW apapm.nr, or yppµWlr,g eieOned. (1) Cprxl y.sF Red. t)u116pW Sp; eM Ou}pao. Hot Tub SMlls. (a) SlnfdwY itowmaka 9aN.:JIr.rlctpM4l.d ahuctural reinforcing steel secured logetMt M a+aaN 6a wknhcpl.tl.nod sanded fly l>yenwr frOlW.. An b(Pur"On'Id bar Vq grm Iwn 0r4Pe7 R henrprdaty be -ram dPa ill... wow of a P"" pA4dgm sw, - eydggr hd ILb, In W,n) un gn,ed, Pored, end rand eankretp aLxrr.. Tb.Ixxdry LFd ahsA oxndr e,cn (.t Ix (bt prre b. aoarhaA Ip fnA aendkFrl"PW rr.A—VNeN.f a mnknuen of lour. Finas we"MI r spa multl Ill. panrrw a of t. wags or. ppol, ouldoee no..s r Lw— boa 10 tit linFrL4a1 RtlaYppig Sle.l. l3LnlLtu..l n.Iaetugl elect [.a0 7tl[BH1 Key) huthers eg.lalaar Tlw 2rA6HeD deea yxlavWaa6r llsddrFrks�vn Ih. hMaMta.reerrampru IR splYlad.l nmomry a,.w wF,Fn I.aed u a PIIfmI.Mr.quyg4.NI.I PwFdlnp v66 fa) Allafnb Ananl Egrpdrnl:H bovdiep e.kFdt yen Mapay kfr. fopawlrg 1118ANY{ikllw ad'd raPPer cavils eond.rPpr. Gil The bar." m da w Fear. ro•r,,. the arM.Pla Asks Few", awhile t3) Lpead.PYPrq 4w&o. (4) Boedvy ear.15 110r shall be 18l0 24 in. ham the raid. wA. W the pool. (s) Bo MI,V oerkllpotor shall be secured within or under the pe—ler surface 41, B in below 1. arl.➢r.d.. t31 Metallic Components. Metallic pans of the pool, outdoor spa, or outdoor hot tub st—hi/nk shall be bonded to the equipotentlal grid. (4) Unden ar er Mehl Fanning Shea Metal forming shells and mounding bracket. for umnaAel oral spnb.ee shall be band to the equipolential grid. (fit 161" Fillings, Metal Kiar" UM 4 in. and rarger Ina! penetrate irdo the Pool, outdoor as Or MAdew hat tub 1Lryder.. such as hddara Oral handrails shall be bonded to the "Mo,hnbrglia (61V*dllai EgkiPdkann Mehl pane Or O&MkW ea.o Md hdh m. pool, "d"APR ae OU1,15 Fism lap water alelabrlp aygem, "ebb blwalae M.I.m Pump Fgwe1 .ba"M and M" win vI"cow: nk sire ✓» ban/ad W W egaipdenlb gei (Res Eagapllon LARIN Lanafaled•a.PuureM lFreoFppratNrg an approved qalklwn d atouble 4. ribn I. nLL IFplradmpa LVsudad Ouse egWpphFliN qNd [UOgublrlrukdkF.dpgLlw PFenpldefaa. Wh"a db bh ki as "On,ta,p M"is aanehf, •weld a AM-M, arduden here erb—frog UM W befit-kd d W a nplgymrNmdw (h) Pool Water Nashua Fed water heahMe shall be grounded and bonded in accodanos .Ih equipment irniuilpu t I MaW Whng LllOgdsalre EeBdpmepL M.to,"Wlyd pWA. aol, nopvu,M ,efal P At4- and 34 Wfid mNY Pad 6e14 M banded ko the quipWrA41 grt. EaanearF He,t.TNl.naa.Wq.dkern tM wit eFstlooe spa.aau[door nit AF aaumuk. bl a PNknWOR4 blls.. ExPp60n No. 21Mlr. W- W ...than It a nW lremapr at a* Obit. wean of ft Pad plbip.r sp., N o'6$" hW Orb a1n41a. E1e.0ion No 3: Where located more than 120 measured vertically above the maximum .obirl.lyl. 11,1 Peal Yhtar A m.Z impAcfiN aweap .raa W 9 sq m. a10 a mrtalled x pordpct w4111h Rod, eFRdepr sp.. on aFldoae hill hAr+PAsax. wooer. Tlw watts bend is, Palma" W ennair e}md.l Pyle IIR1 r. banded In am 26 MJ.+".. Cemaau.• Tli. IreNPa wlIk casplanlp aa'nrNM b. dwlTy Wp isrdlel bonding regrw..krft tar P6M" Ir. re.d Pool, oNdga aw. OrmWw hill rue axe.. CUSIOmer Name: Ken Tay)m Address: 80938 Via Puerile Azul City: La Ouinta StaterZipCajjN [a 92253 Phone: Cell: 925 699.7368 Email: KIa $conlmunlcalf phcan11d6rr Alternate Contact Job #: Designer Jose Vargas Address: P-O. Box 11237 City: Palm Desert Slate/Zip CA 92255 Phone: 760 3221515 Cell: 760 641 9363 Email: Josev 9bpools cam Alternate Contact: James 760-641.1659 License #: C-53 920450 POOL SPECS arY•F,, rrrPrrl.wFnn. �rrwn. -Ilk •.rut.,. FMpti �,4 •lU �- SPA SPECS m:sw sprr ST .R rsEa��p� s� PLUUM1[HG — IVH _ we c Nmn IRPor^SldmtiBme]9du e,s,xs> ml.lrawa __ OEM kO rpm II•aF_ +Oi ri I+ILFr. EQUIPMENT P _PV VCF bkryuca n�sa Ills YllimlaloaaCeq_ crs a, — 1 awlaeoeoaoeN 111 New Concrete ce on see NvruiasrclAuaFplp mxrR4alTAd16LA8uRmwnya pAyy Soa I.utaRenan of N.w Snit to vxuhnD Pad rkak't psyFwFfFn.a,rFUEanLuky{gvyFw lvEpplMlipHyµNFp l,yugEjSePL 1aAataeP Installation of New Variable Speed Pumo I a4LOgATvlAltns.la7 elE0Nl. Shelf Lockina Gates I LYAphRIr4FNITFMAnfdt(a1l'YARufTIGmikpakQWsxel. '1 SNa1EMIL4aeRekkhduklllhFUI b4m-w IW03,Iloui. aq out UKvMIEFVIOENLv • gI[,q 4ApyA(1diFrLiapF MUOLAlNp pLGr,,n rIInRKFWLsuIrN.C,r rAmlw pldnalaanrlm En FLkCTIraEs;rr,ru.nLor UGH. rxpnu New Bar lop 4z xA[Uk S1 M' uEBEIM Al AIL NFILIERau11PA FOR FUIUPESOLAR HNfING NEW Bar Tao FOFOPIPERFF0 P COVER FOR OUI000R PoOLS OR WIL10pRJPA 43. POOR M1Ha XAS OIKECIIONAL INlE1J 8 A [WNMIION PUMP rIA1E SWIIm 10 PERMN OFF PEAK avEAlnox Dan: k-raeji Drafter. JCV Revision No 1 Revision Dale: Scale: 1,1/8.. PAGE 1 SEE APPROPRIATE REMODEL NOTES: fm = 1500 p.&L DETAIL FOR do GUNITE � '�� �� 1. EPDXY TO BE SIMPSON STRONGTIE SPACING THICKNESS c SET-XP EPDXY ADHESIVE OR EQUAL. 8" C.M.U., TYPICAL. #3 BARS 0 8" O.C. E.W. INSTALL PER MANUFACTURERS AND DOWEL INTO FLOOR & SPECIFICATIONS (ICC REPORT ESR-2508, SIDE WALL WITH 3 1/2" N L.A. RR# 25744). MIN. EMBEDMENT FILL EO• EQ.i EW 2. BONDING TO EXISTING SURFACE: PLASTER �[ WITH EPDXY. 6EgM60No A. EXISTING SURFACES MUST BE OVER C.M.U. [ SOUND, FREE OF DEFECTS, CLEAN, [ L _ _ _ AND FREE OF BOND INHIBITING ~o TYPICAL. MATERIALS. Co [ 8" MIN. GUNITE PoO� v B. EXISTING SURFACES SHALL BE c 3 BARS ® OR 8" C.M.U. �� %j ROUGHENED BY CHIPPING OR ) # [ (fm=1500 p.s.i.) Sn OTHER SUITABLE MEANS TO PROVIDE w > 'c o 12" O.C., EACH WAY. Q cfl th [ L. OPEN PORE STRUCTURE. ALL o n [ GUNITE WALL USE #3 �A� f N LOOSE, CRACKED, OR DETERIORATED = o 0 6" O.C. EA. WAY OR % EW MATERIALS SHALL BE REMOVED. �j cD 4' [ S1 C. CLEAN EXISTING SURFACES BY t H a C.M.U. WALL USE 3 11 E E # 2 / F WATER BLASTING. [ 8" O.C. EA. WAY AND D. SATURATED SURFACE DRY CONDITION J Z t C c 3 1/2" EMBEDMENT & FILL EXISTING POOL FLOOR. [ DOWEL INTO FLOOR & E f OF THE SUBSTRATE SHALL BE o o r WITH EPDXY TYPICAL. PLASTER OVER SIDE WALL WITH 3 1/2" SE MAINTAINED PRIOR TO APPLYING O Q LL d GUNITE OR C.M.U. MIN. EMBEDMENT FILL MATERIALS. EXISTING SPA OR POOL. [ WITH EPDXY. ! �' E. WHEN APPLYING MATERIALS OTHER THAN WET -MIX SHOTCRETE OR DRY -MIX SHOTCRETE (GUNITE), #3 BARS 0 12" O.C. a� T `F%:. CEMENT PASTE OR OTHER BONDING 0) V i AGENTS SHALL BE BRUSHED ONTO C % THE SUBSTRATE FOR ABSORPTION _ i INTO PORE STRUCTURE. L 3 1/2" MIN. EMBEDMENT SEE NOTE #2.�' / ; F. BONDING MATERIALS ARE NOT & FILL WITH EPDXY TYP. 3 1/2" EMBEDMENT AND EXISTING POOL �Ol� RECOMMENDED FOR WET OR DRY I` d FILL WITH EPDXY TYPICAL. FLOOR. SEE !' MIX SHOTCRETE. #3 BARS 0 12" O.C. HORIZ. AND 3. USE GRADE 40 REINFORCING STEEL. .� DOWEL INTO POOL 0 EDGE OF SEE NOTE #2. 4. IF REINFORCING SHOWS SIGNS OF REMOVE GUNITE OR CONCRETE TO EXPOSE (E) 0-0 SEAT WITH 3 1/2" MIN. d REINF. STEEL EACH SIDE OF REMOVED AREA THIS DETAIL MAY BE USED FOR EXCESSIVE DETERIORATION (RUST), CUT EMBEDMENT & FILL WITH EPDXY. FOR LAP SPLICE WITH NEW REINF. THE FOLLOWING: EXISTING REINFORCING 6" PAST �J LAP LENGTH: #3 BAR - 15 INCHES 1. REMOVE AND REPLACE FLOOR. DETERIORATION SECTION & LAP WITH NEW SEE NOTE #2. CITY C]F LA QUiNTA #4 BAR - 20 INCHES 2. REMOVE AND REPLACE WALL. STEEL 24" MIN. - #5 BAR - 25 INCHES 3. ANY COMBINATION OF 1 & 2 THIS DETAIL IS NOT APPLICABLE TO, (��� �I"�= R C.M.U.) B LAP SPLICE & REMOVE AND REPLACE GUNITE DETAILCC NON SHALL NOT BE USED TO REMODEL POOLS SUCH ADD STEPS, BENCH OR SHELF A ADD A DAM WA r _ -�� CODE AS CAISSON, PILE OR PIER SUPPORTED REINFORCEMENT & WALL COMPLIANCE POOLS. EXISTING POOL THICKNESS PER STANDARD POOL STRUCTURAL PLAN DETAIL #7. � SPILLWAY TO PROVIDE WATERFALL EFFECT TO MINIMIZE DATE BY LEAKING THROUGH COLD JOINT. f ALTERNATE: EXPOSE 24• MIN. OF EXISTING OPTIONAL ?R ssrONq o z REINF. AND LAP 24 WITH NEW PORTION OF EXISTING STEEL &BOND BEAM [ [ BENCH REINF. PER DETAIL V MAY BE REMOVED TO PROVIDE MIN. SPA L CA g [ — WALL THICKNESS (NO STRUCTURAL SPA MAY BE 18" MAX. RAISED OVER — �P Z Z rZ I [ I #3 BARS 0 CONNECTION BETWEEN NEW SPA &POOL). EXISTING POOL. 56 w a z < 12" O.C., Z O � [ DOWEL INTO a2 Z U FLOOR & #3 BARS 0 12" O.C. W/ NEW SPA DAM * P 6I3012Di9 * w ? � SIDE WALL 3 1/2" MIN. EMBEDMENT & #3 BARS 0 12" WALL MUST LAP co CI0. l �? WITH 3 1/2" FILL W/EPDXY. O.C. EA. WAY. OVER EXISTING POOL — + w UNDISTURBED SOIL MIN. pFGA��� 3 1,500 PSF MIN. EMBEDMENT7 WAIL TO FACILITATE W o BEARING VALUE & FILL WITH `tl WATER -PROOFING. PROVIDE FLEXIBLE MASTIC Z m w o� EPDXY. 0 TILE OR GROUT LINE. O ? m o REMOVE EXISTING SEE NOTE #2 %I � o Q POOL WALL, BEND 4J BACK-FlLL. Q �_ z #3 BARS Y SEE NOTE #2. SEE STANDARD STRUCTURAL EXISTING POOL > EXISTING WALL REINF. INTO NEW SPA 0 12" O.C. " PLAN FOR SPA WALL. a � Z �i cn FLOOR, LAP 24" MIN. VERTICAL. EXISTING GUNITE POOL. DATE: 09/20/17 SEE NOTE #2. — a N N BACK -FILL TO BE COMPACTED CALCS BY: C.J.B. TO 90% RELATIVE DENSITY. L� CREATE HOLE FOR SLURRY MIX OR PEA GRAVEL DRAINAGE. CHECKED BY: R.L.L. RECOMMENDED. HORIZONTAL BARS TO HAVE 3%- MIN. EMBEDMENT INTO 3�fz" MIN. EMBEDMENT — POOL & SPA SIDE POOL WALL, TYPICAL & FILL WITH EPDXY TYPICAL. REMODEL DETAIL ADD SPA OR SHELF PARTIALLY INSIDE POOL D RAISE FLOOR OF EXISTING POOL E ADD A SPA (OUTSIDE EXISTING POOL) F DETAIL #640 COMIGHT 2017. POOL F MEERM, 3N BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4° PER NOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS BOND BEAM HORIZONTAL BARS MAY BE 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8- TO OVER OR UNDER VERTICAL BARS. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3° CLEAR FROM EARTH). WOOD FRAME BUILDING 1/4• PER FOOT AWAY FROM POOL. TYPICAL INCLUDING ALL SPECIAL DETAI 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN (2-STORY W/ SLAB ON THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL GRADE or 1-STORY W/ APPROVED SEALANT RECOMMENDED (PER CRAWL SPACE TABLE 1 TABLE 5 - BASIC GRID #3 1500 ) DETAIL #8). REQUIRED W/ EXPANSIVE SOIL r� BARS O 12' O.C. //FOOT MAX. COPING BOND BEAM DECKING. MINIMUM A TABLE TABLE TABLE WATER SURFACE. ----- --"•- ,,, DRAIN SEE TABLE #1 & DETAIL #12 WIDTH PER LOCAL B APPROX. 3" BELOW E F G BOND BEAM. BUILDING CODE. Q • -` iE J C J W m M MIN. z y" .• COPING NO R.S. I 1n v. ..e-=;--r- >•.g-x: .-i a CAR. N x m i -I Vo BENCH/STEPS- 0 o I_. I r I i� ¢ SEE OPTIONS r 1 a ,1 (-. ` -- I __. N ABOVE F JI UNDISTURBED SOIL '� o N r I I.. I r III t '(� 1500 PSF MIN. m J L R BEARING VALUE. - �' I 1 I - ` I I , `I L INFLUENCE LINE UNDERr-TORETE , WADER ICI 4_ 11 t _ 1 SORCHARGEFR G 0 BEOCHANGED COVER-, LIGHT PER -:` = m i -, UNIFORMLY. ( - e�F, DETAIL #10. -1-.- pIIII (- - a ADD #3 O 12' O.C. SEE TABLE 1 - L LONGITUDINAL O TRANSITION ACTUAL DIG LINE MAY -4, -1(' FOR EXP. SOILS. VARY, LOCATE STEEL 3, / CUR FROM EARTH TYP. FLOOR STEEL BASKET IS NOT REWIRED SURCHARGE CONDITION. / 6' THICK MIN. SHOTCRETE (GUNITE) USE TABLE i SCHEDULE 'D', VERTICAL STEEL.- 24• MIN=q- DRAIN PIPE SHALL NOT W/ #3 BARS O 12' O.C. (BUILDING SURCHARGE SEE TABLE 1 - LL ENCROACH INTO WHITE SHELL EACH DIRECTION SETBACK TO BUILDING)FOU FOUNDATION HORIZONTAL STEEL �'/ RENA SETBACK ,- CIRCULATION DRAINS: IN HI BARS O 12 O.C. HIGH WATER TABLE INSTALL W IS LESS THAN POOL DEPTH aCK 30' MEN. FOR TABLE PROVIDE 2 SUCTION OUTLETS PER PUMP, COVERED NTH () HYDROSTATIC YD AGVALVE AND ROCK ANTI -ENTRAPMENT GRADES, AS SPECIFIED IN THE PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0' FROM THE TOP OF THE POOLANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL (RAISED OR NOT RAISED) L5. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUIUWG SURCHARGE /'1 D C b (3) 13 BARS. To (4) /3 BARS 90 (4) #3 BARS. m (4) /3 BARS. E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. D R C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL NO" 1'-0" 3' 13 O 12" 3" #3 O 12- 3" #3 O 12" 3- #3 O 12- 1'- " P .3 4" 4" 4'0' 50" 1' �" r vi: LNG, 5" #3 O 6''�I� _..... O . 5 _.. GIN ... _. ERi _. 5'6' 2'-0" 5" IN .. 6 6' 3 3'a9 Efd " 7'0' IPA T6" 4' 0" 3 5%' 9 ^ 8'0' 4'-6" 3' 6" 9" BX!" 8'6' 5'-C' 3' 6' 9" 8T¢" INDICATES TYPICAL RADIUS (ACTUAL RADIUOR7SOIL MAY VARY SEE STRUCTURALNOTE it # EXPANSIVE } 1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT WHEN REWIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTON PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY UNE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS SLOPES AND STRUCTURES IN SAN BERNARDINO COUNTY POOL APPROVED FOR PRIVATE 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN USE ONLY, A SOILS REPORT MAY BE REWIRED IN EXPANSIVE SOIL AREAS AND THE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: Wj POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING OODE. A THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE ANY STANDING OR 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE WALKING SURFACE. RELYING INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE B. THE GLAZING IS MTHIN 5 FEET OF A SWIMMING POOL OR SPA DECK 0 U AREA THE ADEQUACY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE CONDITIONS SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD a Y FROM THAT CONTINUOUS SHOTCRETE INSPECTION POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE WHERE REWIRED, ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A " OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL _Q `7 ENGINEERING DEEMS PRIOR CONSTRUCTION, EXPANSIVE SOIL DETAILS ARE VALID SPECIAL INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, N10 SHALL SUBMIT A T FLUID STATEMENT INDICATING COMPLIANCE NTH THE PLANS AND SPECIFICATIONS. THE FOLLOWING ONLY FOR STATED EQUIVALENT FLUID PRESSURE AND POOL ENGINEERING INC. RECOMMENDS THAT THE GINNER OR CONTRACTOR OBTAIN A SONS REPORT. AGENCIES AMONG OTHERS REWIRE CONTINUOUS INSPECTION: 3. CONS PUN IS NOT YAN NDHWT ADDITIONAL SURCHARGE DETAILS WHEN THE A THE BEVERL HILLS, CORONA (FOR PUBLIC POOLS AND SPECIAL CASES) ACITIES AOF:6 CONDITIONS AS SHOWN IN DETAIL I I APPLY (PER CBC SECTION 1808.7.3). ALL PLUS COSTA MESA, BRAVER CITY, CYPRESS, FUILLS, LA ELSIN A BEACH, IRVINE, NEWPORT SHALL COMPLY BEACH, HABRA LACUNA HILLS, LANE LONG BEACH, C WITH SLOPE SETBACKS PER CBC SECTION 18O BE S, ME O,PALMA,NOR STANTON,TE, 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED L BE APPLICABLE TO WESWIOS, MISSION NO V NERCO, SEAL BEACH, TON, NAN VILLA PARK, , YAL BELLFLOWER, YORBA LINDA SAN DIEGO, $OUHHGADE, NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, MEROVIA,EO ARIO (F SPECIAL FENCING, CONCRETE DECKING AND POOL GEOAIETRICS. MONROVIA, ONTNIO (FOR SPECIAL CASES) k MANHATLAN BEACH. MINIMUM UCTION AND n� 24 T DEMONSTRATED SYSTEMOWN ATHATCWILLR DOS NOCKING A SISTHEAVINGDUDUErnTO SOIL IXPNSON, 1. PUMPS SHALL BE SIZED PER SECTION 15 0(p) O' THE LATEST ADOPTED EDITION OF THE 8. ALL CONSTRUCTION SHALL COMPLY WITH THE 2016 EDITIONS OF THE CAUFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. BUILDING CODE (CBC), CAUFORNIA ELECTRICAL CODE (CEC), CAUFORNIA MECHANICAL 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE CODE (CMC), CAUFORNIA PLUMBING CODE (CPC), CAUFORNIA ENERGY CODE, 2016 INSTALLED BEFORE THE PUMP. BUILDING ENERGY EFFICIENCY STANDARDS, 2016 CAUFORNIA GREEN BUILDING 3. All ELBOWS SHALL BE SWEEP ELBOWS. STANDARDS CODE, AND LOCAL ORDINANCES. 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: 7, PODS NTH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE GEOMETRIC STANDARDS AND/OR LOCAL CODES. APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON -OFF SWTCH, SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO UBUC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ELECTRIC RESISTANCE HEATING AND NO PILOT UGHT. Iu SISTIVE DEVICES FOR THE DISABLED. 4.2. SYSTEM IS INSTALLED WITH: PO. TRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS &DIMENSIONS AT A) AT LEAST 36' PIPE BETWEEN FILTER &NEATER FOR FUTURE SOLAR HEATING. POOL LENGTH, GRADE BREAK &DEPTH DIMENSIONS AS NOTED ON THE B) COVER FOR N POOLS OUTDOOR SPA, PLO PLOT PLAN SHALL COMPLY WITH SP SUGGESTED HAS SP SUGGESTED MINIMUM STANDARDS FOR 4.3. POOL SYSTEM HAS DIRECTIONAL INLETS k A CIRCULATION PUMP THE SWITCH TO IN LE RESIDENTIALN POOLS AN APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS PERMIT OFF PEAK OPERATION. REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. FENCING AND BARRIERS ELECTRICAL AND PLUMBING 1. PRIOR TO FlWNG, THE POOL AND ON SPA SHALL BE COMPLETELY ENCLOSED BY 5- MIN. I. ALL ELECTRICAL SHALL BE IN WIDE THE 201E GEC. HIGH FENCING & GATES NTH NO OPENINGS 4' OR GREATER. GATES TO BE SELF -CLOSING PAVECONFD 2 POOL SHELL AND PERIMETER PA VID AND UNPAVED SURFACE SHALL BE BONDED IN AND UN W FENCING & SELF -LATCHING WITH LATCH A MIN. OF 5 HIGH. ACCESS GALES THROUGH ACCORDANCE WITH CEC B. BONDING TO PERIMETER SURFACE SHALL BE 6( ) SHALL OPEN AWAY FROM THEPOOL MAXIMUM VERTICAL CLEARANCE FROM GROUND TO PRONGED IN C SPECIFIED IN 6B0.26(e)(2)(A) OR (CTOR AND SHALL BE ATTACHED POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM LOCAL CODES, O STEEL TO THE POOL REINFORCING STEEL OR COOPPPPEER CONDUCTOR GRID AT A MINIMUM OF THE LOCAL CODS SHALL PREVAIL D IS DISTANCE DOWN FOUR 4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL 2. WHEN REWIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY NTH THE CBC BALANCED AND SYMMETRICALLY PLUMBED THREE FEET WALL DOES NOT REQUIRE FROM TOP OF POOL WALL BUILDING FOOTING 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. SECTION 3ID9, INCLUDING LOCALLY ADOPTED AMENDMENTS. FITTINGS. DRAINS SHALL BE ELECTRICAL AND BY THREE FEET IN SURCHARGE DETAIL * IF POOL WALL HEIGHT DOES NOT EXCEED O SUPPLEMENT THEN NO ADDITIONAL SURCHARGE (IN COUNTY OF 4, ALL EQUIPMENT SHALL BE USDEO AND INSTALLED PER MANUFACTURERS ANY DIMENSION. SEE ELECTRICAL ND PLUMBING NOTE 8. ) BARS ARE REQUIRED. (DOES NOT APPLY 70 SUPPLEMENT DETAILS) - LA. USE DETAIL 271-60) RECOMMENDATIONS AND IN ACCORDANCE NTH LOCAL REGULATIONS. A LOS ANGELES COUNTY LOS S. BARRIERS CODE LAND ORDINANCE 95RED BY CHAPTER 1-0039FTHE SHALL 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM. BE REWIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING IN THE COUNTY OF ORANGE REFER TO "UNINCOPORATED COUNTY OF 6. BACKWASH SHAL BE 7. BACKWASH WATER HEADER DISPOSED OF OF I PIPING N AN APPROVED PR VED MANNER. N O BE IN CONFONMNCE POOL SITE PLAN. TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANDARD WALL SECTION ORANGE SPECIAL N9TES' REGARDING DESIGN E.F.P. FOR POOLS. N.T.S. , WITH THE CPC. COUNTY OF LOS ANGELES SPECIAL NOTES & SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE NTH U Uj SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: ANSI/APSP-7 AND 2016 CBC SECTION 3109.4A.8. 1. IN THE COUNTY OF LOS ANGELES THE DEPARTMENT OF PUBLIC WORKS, BUILDING & 9. ALL SWIIMMMINGVACUUM POOL AND SPA RULERS PER CPBACKFILOW C635.20P DEVICE) IS REWIRED ON ANAV�TATUE SITE �ND DFOR R 3NOCCUPNCIS SHALL T DIVISION NOTES TITLED ATTACHEDAFOR TO ND MADE A MING PART OF -' WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM SEE GENERAL NOTES THE LIMITATIONS BELOW OR ADDITIONAL BOND BEAMI () SURCHARGES NOT COVERED BY THIS BEHIND POOL WALL. PLAN ARE PRESENT, ADDITIONAL TABLE 11 .� 1/4• 1ER SURCHARGE DETAILS ARE REWIRED. FOOT. SPECIAL DETAIL REQUIRED WHEN LESS THAN POOL DEPTH OR H/4 (1) #4 O TOP m(7.5' MAX. H/4) o E-WATERPRO�ING RECOMMENDED. SPECIAL DETAIL REWIRED WHEN LESS THAN H/6 HORIZ. STEim�6- C.M.U. W/ BARS O 12¢ 13 VERT. BAR O 24' D.C. (10' MIN., 20' MAX.) •I N m ---------- SOLID GROUT. POOLS SHALL COMPLY WITH SLOPE ALTERNATIVE BOND --)r - SETBACKS PER CBC SECTION 1808.7.3 BEAM LOCATION �WATER � BOND BEAM VERT. STEEL UNE. VERTICAL STEEL W/ 3 ADDITIONAL SPECIAL DETAILS 3 SEE TABLE F OR G SURCHARGE CONDITIONS - N.T.S. SEE TABLE s, 24 MIN. EMBED' REQUIRED FOR CONDITIONS ABOVE E ¢ 3" 'C' TIP. HORIZ STEEL jREFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CUR. 'C'I, I, I, 3" AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) C 0 BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: 0 (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE ❑ "..�,.,. APPROPRIATE WALL ) ( CF), CONFORMING TO OBC/IBC SEC. 2103, AND ¢ SCHEDULE. °" ^-� - ASTM C 0. , NORMAL WEIGHT UNITS 135 P ❑ z ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH CO fm = 1500 psi. r " POOL FLOOR THICKNESS g 2 GROUT SHALL CONFORM TO CBC/HBC SEC. 2103 & ASTM C 476 NTH fc=2,000 PSI. rn m ' - ° MAY VARY TO ACHIEVE w 3. MORTAR SHALL BE TYPE M WTH fc = 18DO psi AND SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 270 DESIRED WATER DEPTH. � c._ _ CiTY OF L m; Mn"I NON -EXPANSIVE EXPANSIVE NO DEOK/ IGH EXP. E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. D C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'6" 3" #3 O 12" 3- #3 O 12' 3" #3 O 12° _... - 4'0" 3" 3" 4"4 4'6" 3' 3X" $" 5'W 3" #3 O 6" 3X" #3 O 6' #3 O 6" _ _.. 6'0" 3Xe" 5' 7" 7'0" 5' 6" /3 O 4- ..,Sy'. - 8" #3 ._. ® 3" ._. -- 8'0". 6Xe" 7" 8A• 8'8" 7%" 9101, 8' 9" Tow 9'6" 9^ 10" 10'0" 9' 11° 12^ .0. 9' w = V STRUCTURAL NOTES 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELS COUNTY 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL HE BUILDING CODE (LACBC). PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% 3. IN LOS ANGELS COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOH SUCH AS 2 1/2 FEET. CUT -FILL TRANSITIONS. 4. ALL POOL CONSHRUCTION SHALL BE BASED ON N EQUIVALENT FLUID PRESSURE EQUAL 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR RENEW. 40 FOR /3 BARS AND 0 BARS SPUCES TO BE LAPPED A MINIMUM OF 24". MINIMUM CITY OF SIMI VALLEY SPECIAL NOTES CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". 3. (f) i)4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) JI3 BARS, NTH 1. SEE THE ATTACHED 'CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES' FOR THE EXCEPTION BUILDING CODE REQUIREMENTS N THAT IF (!4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM W D DISPOSAL OF POOL WASTEWATER. , SPACING IS /4 BARS AT 18- O.C.. 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOLS 4. THE PLAN TABLES SPECIFY THE MINIMUM REWIRED REINFORCEMENT. FOR CONVENIENCE SET IN LEVEL GRADE/LEVEL BACKFlLL THAT MEET THE CITY OF SIMI VALLEY SLOPE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS GIVEN POINT IN THE POOL STRUCTURE REPORT (CBC TABLE 1610.1). 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE NTH CBC SECTION 1908 & SHALL HAVE 1. WHERE SITE SPECIFIC SOIL TESTING HAS NOT BEEN PERFORMED: A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS WHERE APPUCABLE, 1.1. POOLS SHALL HE DESIGNED FOR A MINIMUM DESIGN EQUIVLENT FLUID PRESSURE SHOTCRETE (WNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY (E.F.P.) ON 100 P.S.F. REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4-INCH. 1.2. ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 CHAP. 19 & ASTM C 150. STRENGTH (FC) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO 8. SHOTCRETE/GUNITE IN CONTACT NTH SOIL SHALL BE IN ACCORDANCE NTH ACI 318 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER Fc SPECIFICATIONS SET FORTH). SECTION 1 FOP CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL FFICIAL BUILDING OFFCITY OF SANTA CLARITA SPECIAL NOTES 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL 10.ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM SURFACE DRAIN SYSTEM PER THE SNTA a-ARITA MUNICIPAL CODE 11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED ACTMTY RUNOFF INTO THE STORM DRAIN SYSTEM. 5-FET. OWNER COUNTY OF SAN BERNARDINO SPECIAL NOTES 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. 1. IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING: POOL CONSTRUCITON SHALL BE BASED 2 DO NOT TURN ON UG4HT WHEN POOL IS EMPTY. ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT WITH SOL 3. DO NOT USE BLACK RUBBER HOSE WHEN FlWNG POOL (IT MARKS THE PLASTER) SHALL HAVE AT MIN F 4500 PSI TYP _ e . C E CEMENT AND W/C RATIO = 0.45 SEE STRUCTURAL NOTE #1 1. ; t '� ^M-� �W 2 ENGINEER OF RECORD SHALL PROVIDE SITE PLAN RENEW STAMP AND SIGNATURE ON BUILDIN(. SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. SHALLOW FEATURES - MAINTAIN 18' MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM B "-D FOR N.T.S.5 NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6 UNDISTURBED OR 90% COMPACTED SOIL ���� C HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. NOTE: BOND BEAM PER TABLE 9" & LARGER LIANCE BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, SPA AIR-UNE 6'-8' COW N0. i &DETAIL #12 2' 2 CONCRETE COPING. IDEAS, DETAILS NOTES H SPECIFICATIONSAYBENC OTHER COPIES MAY BE LOOPED } 9 112° BAR3RD AND/OR 4TH OR THIS DES( THEREOF HEAT MAY BE INCORPORATED INTO INTO SPA BOND of >.:.«. .,,:� _. _ _ _ GATE -- BY " EXPANSION JOINT &SEALANT to 12° BAR LOCATION THIS DEIGN ARE THE PROPERTY HOLEY OF POOL BEAM. MAINTAIN x o 3 i ' (p) #3 - F LEVEL TOP OF GUNITE - - REQ'D. FOR EXPANSIVE SOILS. io L MAY VARY TO ENGINEERING, INC, PERMISSION FOR ANY COPIES OF SAID ¢ _ ( x (4) #3 BARS W GROUT & PLACE PER DETAIL i PROVIDE 2 1 2 COPYRIGHTED MATERIALS, DRAWINGS REPRESENTATIONS, 1° CAR. TO REINF. BARS. ¢ -- / #5 / ° 6° bi #15 FELT OR 4 MIL DECKING LISTED ELECTRICAL 'J' BOX. "' CUR. BETWEEN IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR n w THICK x ' BARS io 1' MIN. CLR COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY 313 ,i. VISQUEEN ON TOP. 8' MIN. ABOVE DECK, WATER `_ ;: PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE 3. SPA LIGHT 12 O.C. N AROUND ALL COPING _1 BA WAY_ PIPES. #3 BARS 12° V, LINE OR FLOOD LINE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING :i AUTHORIZED NTH THE EXPRESSED WRITTEN PERMISSION 0 C EA. WAY. EVER IS GREATER. GRADE PER TABLE #1 &DETAIL #12. ,o `j. ,aa TILE OF POOL ENGINEERING, INC. BY THE USE OF FOIE PLAN, ,,'� _ >•- �I. i _ THE USER SAIL OF THAT IN HAS READ & • a EQ. EQ. LWAmR "�G ,P' SKIMMER _. BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. WATER COVER. A >477 `"-gro-T-.,�. .,<. -.1 BOND BEAM HORIZONTAL REINFORCING PER DETAIL {N10. 6" UNE' LAP UNE. (2)3 BARS \\\ .: - _ .:+r PLUMBING MAY BE LOCATED IN BOND BEAM LOWER CORNER NOT REQUIRED IF 6" MIN. - MIN. _ O y u Z2 1/2" a MAINTAIN 1° CLR. TO REINF. 3" BARS MAY BE OVER OR CALLS BY: A.J.C. CLEAR PROVIDED. BEND \\� - U COMPACTED CUR_ X w CAR. UNDER VERTICAL BARS. 24° MIN. LAP 5° MIN..-j• BOND ��� m s Z - o' DRAWN BY: T.L.L. d m I z H PRECAST COPING OR BRICK 12' a AROUND ALL BEAM �' \'9CZ I z CIRCULATION DRAINS: INTO SPA FLOOR j3 6AR5 `'T , - r UNDER - �: CN• "` o w ®a B. PROVIDE 2 SUCTION OUTLETS PER PUMP, COVERED NTH m � " OR POOL WALL O 12"0 Cvu: L -w - ��� i2\�#3 BARS BENTCHECKED BY: R.L.L. O (2) j'3 'Z' BARS .. SKIMMER. ¢ ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE .= EA WAY "" COPPER \ 5 Y' z ¢ qg GROUND WERE r " \ o \P4{,,o I i m 5 a (2) #3 BARS O 48" O.C. ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY " - BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T' DAM WALL 6 DAM - LAP INTO SPA REINF SECTION AT SKIMMER L / 'I \ N a .VENEER. • ' FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR -- "- C.E.C. APPROVED "0.. ,; \\ _ _ o BEND; (6) (J4 BARS. ,`, lu Y DAM - LAP INSIDE BARS INTO SPA REINF FIXTURE _ _ _ ANY DIMENSION, SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE:: CONDUIT & GFCI w VERT. STEEL 3" - LAP OUTSIDE BARS INTO POOL REINF I PROTECTED CIRCUIT LENS + - - - - 45' OR 90% �� ROFE ICI 24' 6" RECESSED , I_ <-TILE CUR. SPA DETAILS MAY BE USED POOL MIN' (2) /3 BARS MI LIGHT mw?y�A OJL �0 BOND BEAM PER NO NO DECK NTH �pQ O Cy c SPA DETAILS - N.T.S. LAP EACH WAY �P TABLE NO. 1. E-PLASTER EXPANSIVE SOIL CONDITION ONLY ti FOR SPAS WITHOUT POOLS. HOUND NICHE. 3• - 18' MIN. Off' E.F.P. = 62.4 P.C.F. w C 67 m LAP, TYP. �RR� ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY .6/30f2019 z 4'-0" MIN. IMPERVIOUS DECK APPROVED SEALANT P(2) VERT STEELSLOPE if8"-i/4' INSTALL PER MANUFACTURER WOOD POST FROMPER FOOT ti#3 O fi' O.C. ATTACHED PATIO COVER'rCNII �P31/2- DRAIN GBARS. NOTES: 5'-0' DEEP & BELOW. _ MAX. DEAD + LIVE LOAD = 20W 16. CAI,\QO�� rr1 z o: - - -_ 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO 5 OR 1(' NOTE' .} BRASS CONDUIT TO POOL REBAR, OR NON-METAWC HORIZONTAL STEEL `b o _ ROCK ON BOND BEAM. I i LEVEL TOP OF BOND BEAM , N z RECOMM NON PROVIDE CONTROL JOINTS s P 3° CLR. -i'r� 5' MIN• I I WITH GROUT & PLACE 15# o m $ Y CONDUIT CAN BE USED WITH INSULATED N0. B COPPER WIRE #3 BARS O 12" O.C. TIP. `•> I RECOMMENDED WHERE APPROPRIATE. TYPICAL TYPICAL ANCHORAGE PER PATIO COVER FELT OR 4 MIL. ASQUEEN ON PRIOR TO _ f INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. I TOP OF BOND BEAM. L J NOTE: PLAN. BOND PER ELECTRICAL y]-.j R POURING DECK. 2 SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND &PLUMBING NOTE 2. PLAN VALID ONLY WITH WET PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS -- STAMP & ENGINEER'S SIGNATU SEE ELECTRICAL AND REMAINDER OF JOINT IN ON R CONCRETE S OR FOR UGHTING FIXTURES U.L STANDARD 676. 24" MIN. EACH SIDE OF RAMP. MASTIC IN RED INK ON PLAN. pJ�� PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED GIBBER EXP. MATERIAL CONCRETE SHALL 3 1/2' MIN. CONC. DECKING -`-` EQUIPOTENTIAL BONDING GRID NOT TOUCH COPING, BOND BEAM OR _ . E-TILE AUTHORIZED SIGNATURES: FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE RONALD L LACHER, P.E. IN EXPANSIVE SOILS WHERE MIN DECK REQMTS TODD L LACHER, P.E. EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.S. $ SKIMMER DETAIL N.r.s. 9 SECTION AT LIGHT N.r.s. 10 SHALLOW DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. �f CHRIS BIEDENBACH, P.E. / 1 L MATTHEW THOMPSON: P.E. STANDARD PLAN APPROVALS: SHEET: STANDARD POOL pool Ron Lacher, R.C.E. 5 CITY OF LOS ANGELES: #268 (REQUIRES PEI 100-LA) SAN BERNARDINO: hPOO1-2019-D0004 KERN COUNTY: #K201608935 PREPARED IN ACCORDANCE WITH 9201 N. Tustin Ave. CITY DI ONTARIO: #B20MP #5 1 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REAM SUPPLEMENTAL NOTES) THE 2016 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807 O O SAN DILLE MP #525633 ORANGE COUNTY: #26077-17 VENTURAFRESNOCOUNTY: REQ'S SUPPLEMENTAL NOTES STRUCTURAL PLAN Fax:(714)630-6114 SIMI VALLEY: 201E-1 LOS ANGELES COUNTY: #26077-17 VENTURCOUNTY: S.P.A. # 6-2017 (REO'S PEI 100-YCO) 20151NTERNATIONAL BUILDING CODE) - ��"- SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714)630.6100 COPYRIGHT 2019, POOL ENGINEERING INC.