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07-1618 (RPL)P.O. BOX 1504 -8-495 CALLS TAMPICO `'LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 07-00001618 Prope'rty'Ad'dress: 52860 AV.ENIDA OBREGON APN: 773-315-025-6 000000 Application description: POOL - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 25000 Applicant: Architect or -Engineer: LICENSED CONTRACTOR'S DECLARATION . Ihereby affirm under. penalty of perjury that I:am licensed under provisions. of Chapter 9. (commencing With ' Sectidn.70o0) of 6,vision,3 of. the B ess and Professionals CoOe_, and: my License is in full force and effect. .License C(as's:" CS3' ' ' ense_No.:•.B20132 Date: l Contractor,: OWNER -BUILDER DECLARATION - - hereby affirm underpenalty of perjury t at I am exempt fiom'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 applicantto a civil penalty of not more than five hundred dollars ($500).: (_ 1* 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. sele (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.). - (_ I I, 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 icethe Contractors' .State. License Law.)-. (_ I I am exempt under Sec. , B'.&P.C.-for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I herebyaffirmunder 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 Name: Lender's Address: LQPERAIIT ' VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/05/07 Owner: KNIGHT RESIDENCE 52-860 AVENDIA OBREGON LA QUINTA, CA 92253 Contractor: F P D SERVICES INC 43653 PARKWAY ESPLAJ LA QUINTA`, CA 92253 {760.)772-.1111' - Lic . No 820132 WORKER'S COMPENSATION DECLARATION I hereby affirm under,penalty of perjury one of the following declarations:. _ (.have and will maintain a certificate Of'conseret to self -insure for workers' compensation, as provided for by- Section. 3700 of the Labor Code for ihe'performance of the work for which this permit,is issued. 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 EXEMPT. Policy Number EXEMPT _4,1 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 s uld become subject to the workers' compensation provisions of Section 3700.of the Labo Co , I shall forthwith qpeaaply with those provisions. ' Date: Applicant: . WARNING: FAILURE T�ECUREWO KERS' COMPENSATION COVERAGE.IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND. CIVIL -FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,0001. 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 Director of Building and Safety 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 aoresult 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 issuedas 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 ove information is correct. I agree to comply with all city and county ordinances and state laws relating to bu' ing nstruction; and y a thorize representatives . of this county to enter upon the above-mentioned prop rty for i Spec purposes. - Signature (Applicant or Agent): �"- Application Number 07-00001618 Permit . . . BLDG `POOL PERMIT Additional desc . Permit Fee' 252.00 Plan Check Fee 163.80 Issue Date . . . . Valuation . . . 25000 Expiration Date 12/02/07 Qty Unit Charge Per Extension BASE FEE 45.00 23.00 9.0000 ---------------------------------------------------------------------------- THOU BLDG 2,001-25,000 207.00 Permit ELEC POOL PERMIT -RES Additional desc . Permit Fee 45.00 Plan Check Fee 11.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/02/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 30.0000 --------------------------------- EA ELEC PRIVATE SWIMMING ------------------------------------------- POOL 30.00 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 27.00 Plan Check Fee 6.75 Issue Date Valuation . . . . 0 Expiration Date 12/02/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 6.0000 EA PLB FIXTURE 6.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3..00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 ---------------------------------------------------------------------------- Special Notes and Comments 121X2.6' FIBERGLASS POOL PER APPROVED PLAN. Fee summary Charged Paid Credited Due Permit Fee Total 324.00 .00 .00 324.00 Plan Check Total 181.80 .00 .00 181.80 Grand Total 505.80 .00 .00 505.80 LQPERMIT CITY OF LA. (IUINTA SUB -CONTRACTOR LIST JOB ADDRESS 515(05 P-I✓r)lM vftAtzm PE * RMIT NUMBER OWNER L1A%9JF_,-1 AW(OiX)�, BUILDER r -P-0 5 MVIV5 oJe, This form hall be posted on the job With the Building Inspection . Card-nt all tlm6 In a consplcMou2,nInce.. Only.persons appearing on'this list -or thelvemployees. are au.thibrized to work on this job. Any changes to this list must be approvedby the. Building Division prior to commencement of work. Failure to *comply will result in a stoppage of work and/or the 'voidance o I builjing permit. For each applicable trade, all information* requested below.must be completed, by applicant. 'On File" is not an acceptable response. T;Z; -7�,• on' Llcie'ris&'­wo C 1 6 Company Name, C(a'dstricatIon fe.q.* A, 0, C-8) License, NUmber Exp Date Carrier Name (XXXXXXI (xx1ix1xx),- (e.g. State Fund, CaMomp) Policy.Nuniber (Format Varies) 6p. Data LicchseNumbif lxx/xxlxx). Ixxxx) Exp. Date. (xx/xxlxx) EARTHWORK (P!112) CoNCRETR M. MeA -F 'ILALI M Iff-9 C-4 -7494Sq �I)oir _0n1:r10 ivAP qu 1517 000 o a �3d -1 FRAMING JFz STRUCF. L PLUMBING IC -3611... PLASTER 5i. DFIYWAI�L F., C., (9;i i:_Lr:aTWcAL, (dA 6) FX f METAL I, INSULA1i6WFiC*::21:*-:.'..' SEWAGE DISP'9- PAINTING ;CERAMIC TICS (C-$4) CABINETS (Q-6) FENCING (C-43) LANDS APINGlCr-27) POOL (C-53) 1W FPD SERVICES INC. dba STOKER POOLS .43653 Parkway Esplanade East La Quinta, CA 92253 760.324.7946 - office 760.772.001 2 - fax NOTES: 1 , M doors from hou5e with access tote poo shall be equipped with an audible alarm. 2. All gates with access to the pool shall be self closing, self latching, and open out. 3. 5ee ICBG report #PFC-3608 A NEW FIBERGLA55 POOL FOR: F L U z CD 0 J _0 z Q) W • O Q � L . . r-xisting 6' Wood rence on r.L. CITY OF Sq QUINTA. BUILDING _ _ . Y _ DEPT. M r . * Mi -5. Jared Kn i cjh t R CONSTRUCTION 52860 Avenida Obrecjon, La Quinta, Ca. 92253 LAM253` BY SHEET: ©0 ZI 0 C= 8.L I ".f, N 0 O> L) I N 0 f PFC-3608 LEGACY REPORT Reissued.January 1, 2004 ICC Evaluation Service,; 1pc. ,,' �0 Wcm "mm "a Wn��'Ca906°1 w (5z) 6994%43 R al Office • 9W M Ro "solos A Bim, Alabama 35213 .■ (205) 5999800 www.icc.-eS.org 11,111113M office a 4051 west Flossmoor Road, C zft aub Fes, nfmas 90478 n (ls) 799-23o5 Legacy report on the 1997 Uniform; Building Coder"' DIVISION: 13—SPECIAL CONSTRUCTION Section: 13150 -swimming Pools FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS VIKING POOLS, INC. POST OFFICE BOX 96 WILLIAMS, CALIFORNIA 95987 1.0 SUBJECT Fiberglass One-piece:Swimming Pools .and Spas. 2.0 DESCRIPTION 2.1 General: The swimming pools and spas consist of one-piece fiberglass construction shop -formed • over a mold. The material is fiberglass reinforced plastic (FRP),.a minimum of inch (6.4 mm) thick, composed of, s, ophtalic resin, vinyl• ester resin, fiberglass, and ceramic- The surface finish;is a neo.pentyl glycol gel coat. Viking. Pools produces various styles of swimming pools and spas. When installed in accorda"n.'ce with this evaluation report, the pools, and spas comply with. appl cable requirements of the following codes: • 2000 Intemational Building Code® (IBC) • 1997 Uniform Building Code"m (UBC) • BOCA® National Building' Codell 999 (BNBC) • 1999 Standard Building Code® (SBC) • 2000 Intemational Plumbing Code® (IPC) • 20001APM0 Uniform. Plumbing Code (UPC) - The overall pool dimensions, depths and- capacities are shown in Table 1. For mini -pools, see Table 2; for spas, see Table 3. The units comply with ,ANSUNSPI-5, spe.dfied. in Section AG103.1 'of* the IRC,**and IAPMO IGC -2000', specified in the UPC. Models. described in Table 4 can be placed up to 191.12 inches.(49.5 mm) aboveground. Vertical supports consisting of 1-inch-by-1'/2-inch-by-36-inch-long:(25.mm by 38,mrn by 914 mm), Douglas fir, No. 2 wood members encapsulated in the FRP process at4'446ot (1372 mm) intervals are required, These pools and spas may be. placed with or without concrete or wood decking. Unless elevated portions of the units are protected, from sunlight "by"•soil beans, decking, etc„ these .portions,.must� a coated •with a UVAnhibiting•opaque paint that is compatible with the.laminate: All --plumbing must comply with the IPC or UPC. Electrical work must;comply with:the code'in effect at the construction site. The pool and 'spa must remain full of water.atall times. A permanent sign, bearing the following statement, must be attached to'the pumping egulpment Notice=The pool orspa:is designed to remain full of water at all times' The pool shell maybe damaged if the water level is "allowed ;to dropbelow the skimmer. When ap ,reclatile drawdown is; noticed or if it becomes hecessaryao dram the pool o'r'spa, contactViking Pools or `its dealers`:for instructions:. . A, Xpermanent labei'musf tie installed adjacent to the above sign;mdicating the Viking Pool dealer's name, address and telephone' number. 2.2 , Installation: Viking pools . -and spas may be installed without a soil investigation by a ., registered. design professional..(RDP), subjectto'the building official`s approval, provided'none of the following"conditions are encountered at the site: 1. 'The existence of groundwater within the depth of the pool Or_sp6 excavation. 2. The'exister keV an uncompacted fill in contact with any portion of the pool or spa. 3.:The existenk:e of anyexpansive or adobe-type,soils. 4. The existenceof any soil types with an angle of repose that will not. support the walls of the excavation at desired slopes. .5- Dangert6Adjacent structures posed bytheproposed pool 0r'spa:lgcation.'. 6. The existence of.any cracks or openings in soil that notkonfine sand bedding. If any of'the•condition6 above is encountered, excavation must cease immediately: The specified conditions at the site must then ;be reviewed and recommendations made by'the RDP: The_ building, official -must approve the RDP's report before work is continued.' The pool'or spa excavation profile must coincide with ,the oontou.rs,of the p ' ..,The overexcavation is approximately 6 'The Uniform Plumbing Code and IGG2000 are copyrighted publications of the Intemational Association of Plumbing and Mechanical Officials, 5001 East Philadelphia Street, Ontario, Cald6inia 91761. ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specially addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to . arty finding or other matter in this report, or as to'any product covered by the report. Copyright ® 2004 Page 1 of 6 Page 2 of 6 PFC-3608 to 12 inches (152 to 305 mm)',on the sides and ends. The 2.3A._-!*.B"� :4Barriers�f6r.'�riv,atd.svArTiming pools must pirners pool e�n421.10 , of the BNBC. overexcavation at--th6 ol-boitorn is dpoi6kimately 4 to 8'� comply requirements in S a rrim).'The., the 0661..oi spa iving board. distafices and waiter inches 002'to�203 6ackfill �fo'r' 2.3 5., DiVirig,"IE16aias- bottom , is a 1ayer-of 3 -inch -thick (76 mm) beddingsand , I * depths ,Most complyw ection 421.11 of this 8N8C. matching the pool or spa: 'profile. 'This sand .layer is - : .'i. j > t 11 ' Section compacted using a manual tamper and water. The pooh or 2A Idleiftification: spa is then set into, place using,•a_crane or excavator, A Viking pools and - spas ,ares identified by the following She Aop-step of the pool or spa: properly placed ppol'or lspa'rrtust sit firmly on the sand and be informavbn'�imp n k4d'9i'n-.16 within 1 inch (25 mm) of level. Simultaneous waterfill! and man6fkiurer's,`^:hairnd-, (Viking' Pools, Inc., Viking Pools sand backfill operations,then commence. The. sand is Cin­tr­aior l"�king'P i- h... 4` i ools Northeast) and address, pool or spa compacted with a tamper and water. The installer,�'.must, model ddsigii4on;,a'codeol* serial number and the evaluation C-360-8).�., ensure t - the, baci�ill'* level - "and water level 'are report :n6AIJi4r(O .. approximately the same throughout this procedure. The units also bear f6lla bel ! of the quality control agency, After completion of the backfill and..plumbing,.the decking is Colu6ibia".1kese' . arA,testirigl Corporation'(AA-527). placed. Decks are prepared as indicated in Figures I -through 10! EVIDENCE SUBMITTED 4: Plans; fabrication_andinstallation data, calculations and a .1. Cantilevered concrete decks are constructed as noted in Figure 2 in all cases. q ua.ityoontro:manua l. t 2. Cantilevered decks are constructed with brick or stone as 4.0 F11 noted figure .3 in all cases.- ThiA 3. Noricantilevered concrete decks are constructed as noted comp in Figure 1 in all cases. the A Stand 4. Raised bond beams are constructed as noted in Figure 4 in all cases. . -: 'It 5. Aboveground installations are constructed as noted in Figure 5 in all cases.. Barriers are required where pools are on premises of UBC Group R; Division 3,- Occupancies or' IBC Group R Occupancies. the babiers''must comply with Appendix Chapter 4, Division 1, of the UBC or!S&ction 3109.4 of the IBC. 2.3 BNBC: Viking pools and spas may be used as public swimming pools or private swir6mirig pools, in, connection! wGroup up' Occupancies . onlyAn add iti , on-to-oth-4r r eqdirei,�henti in,this- report, 'swimming pools used Under the-BNBC must;.sati!ft the following items: 2.3.1 Location: Swimming pool land, spa walls shallm'ai6tain distances from property lines'r6quired'in Section A11A of the', BNBC. 2.3.2 Construction: Requirements in Section 421.5 of the BNBC, concemingslopes; deanih6devices, walkways, steps - and ladders, m6st6p,observed.' 2.3.3 Water Supply:. -The water supply and drainage must comply with Section. 421.6 of the BNBC. ss One. piec�- Swimming Pools and Spas WOO: , In ternatfoniiii Buildini CoideP (IBC), in,Building- ,CodeTM" (UBC), the 1999 W:.dotde.,'the'60W, Nadoniitl Building IC),'Plumbing2 '' 600 IAPMO Unittirm Plumbing' Code, 4.1 The'constructi6n and pool/spa installation comply wiihtfiii report and the m6n6factureesinstruictions. 14.2,Eledtiri6al i3iilid plumbing Insiallatidn complywith the rdsooctive.coole-s" irilieffect4t the construction site. 43 The ,pools 'and, spais.jareliiitilledl bytra lqqo oe4lerp hV,.V VikingPiols,Central;':�or Viking Pool.4 NbrtK64st 4.4 Clearances from s1`6pq&arb observed as set io`i4'h:in Section,1806.5 4 of the UBC; Section l!80531 -36f jttie 21'.5 of the BNBC: I 16C orSections and'4 4.5 The 'pools- and-s;pa-s­` -,produced by Viking Pools Northda'it; Iric.;176.Viking Drive Industrial ParkJahe lew, West Virgwa, Viking Pools Central, Inc.; 10600 600 West ritdrstaite"20:E;ist,,tM,i,di.and, Texas; and Viking PWilliams; California, ICDA&Wil ,aremamifddtured. uridefa quality 46on611 program wKWinspections by. Columbia. Res.iarch & Testing .sublect to reexamination In two years. Page 3 df 6 PFC-3608 • c ' TABLE 1 --POOLS SERIES LENGTH (fL4n.) WIDTH (fL4n.) Deep End,@L-Irt) DEPTH _ • - ShalloW End (fL4n.):. CAPACITY (gal.) L 31 6. 14-0 k 7-0,,r •13,700 N 37-0 150 8=3 ;- •3 5r' 20,000 B 25 2 11-10' . 4 6>•. Uniform :depth 8,100 .. K 34-0 15-0 8-3" =' .3-5 i 16,000 MK 28-0 14-0' ''• 15-10..,- . 3-06 - 10,000 BL 40-0 11-10 Uniform depth . '. 14,000 BFF 255-7 12-0 . :6-0 -4 "'3:6 ; . .. 9,000 FF 30 0 14-0 6 0.•, ' y 3-6. ;, 12,000 BKD 2" 12-0, Y ,:.__ _ 5-0 ",... t ... 6,000: SL. 39-0 .. 7-0 4-0 ` .., . : • ° . Unif&M Opth -.6,500 BP 38-0 16-0 610 r 3-6 +, 17,000 SFF 24-0 12-0 �. 6_0 '.'. 3 6 .. 9,000 RS 30-0 14 0 ' Cr6 3=&lt'. 12,500 GC • 40-0 16-0 S-0 '. 3 6 " .19,600 GS 35-0 16:0 5-110 •. - 3-0.• 15,000 RP 5-10 ; : .- - - 12.800 FP 25-0 12-0 3-6k 6,000 CD 33-0 16-0 _ 5-0 • .', .. ' , 3-0', 15,000 BPD 38-0 16-0 8-0 - "3-0 f , 20,000 CP 31-0 50 3-0' 10,500 MT 35-0 14-0 5.6 ' ' 3-6' ..12,400 AC 39-0 16-0 . ., ,' , •fi-0, 3.6 ;16,700 OB - 40-0 16-0 5.8 s. .Y 3-6 18,900 BN 40-0 16-0 • 8-0, 3b' 22,000 TN 30-0 14-0,' 6-0'• 3-7 k 13,500 PS 40-0. •16-0, i 7-0�`+ 36, 23,000, LG 30-0• 14-0 6-0 ' •' 3-6 14,800 CC :35-0 . 16-0 , .; 15,000' AL 24-0 12-0 5 0 ( 3 6 7,000 CL 30-0 12-0. 8-0 "3 6, , 10,000 MN : '24-0. 12-0.• ' 50 3-0i .7,000 Cy 30-0 14-0 . • .. .. , 3-6 - 12,%0 , BR 35-0 16-0 ti 6-0 ' - 3-:6a;, 16,000' . MR 40-0 16-0, 8 0 3-0 t ". 22.000. - ` ror se 1 mon = za4 mm, 1 iooi = suo mm, i ganon = s. raa L. Page 4 Of 6 PFCT3608 TABLE 2—MINI, POOLS SERIES LENGTH (IL in.) WIDTH (ft.4n.) Deep End{fL-In:) DEPTH','? "Shallow'End'(ft.4h.) -3-6 CAPACITY (gal.) SP 20-0. 11-0 t "'5.0 RSSW 3,600 SK 20-0 10-0 5-0 3-0.''- 2,750 MP 14-6 9-6 4-0 _ Uniform depth . ; 2,500 MFF 14-0 8 6 ' 4-0Uniform depth 2,100 MLL 15-10 8-5 4-0 " Uniform depth 2,200 MTK 16-0 9•3 4-0 -' ;3-4 f, 2,300 HL 22-0 7-6 4-0,. Uniform depth 3,500 WGA 18-0 8-6 6-0 ` Uniform depth 4,500„ W GB 18-0 8-6 6-0 5-0 4,300 WGC 18-0 8-6 5b Uniform depth 4,050 WGD 18-0 8.6 "<' `5-6 5-0 3.850 WGE 18-0 8-6 5-0 Untform dept i 3,600 WGF 18-0 8-0 5-0 . 46 ; 3,400 WGG 9-0 8-6 «4-0 Uniforn'depth 1,200 WGH 9 0 8-6. 5-0 Uniforindepth 1,350 WGDXL 21-0 9.6 4-0 Unifoffn depth •: 3,000 WGDLXS 18-0 8-6 5.0 Uriiforn depth 2,800 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 gallon = 3.785 L. m TABLE 3 --SPAS . SERIES SHAPE WIDTH OR DIAMETER- (ftan:) DEPTH ' f .-4n.) CAPACITY (gal.) RS Round 5=8 w 3-0; 275 RSSW Round 5;8 3.0 275 RSSP Round 5-8 1-6 ' , 150 OS Octagonal 6-0' ' 3-0 375 OSSW Octagonal 6-0 •3-0 375 OSSP Octagonal 6-0 1-6 125 SS Square 6 6` .14 295 WSW Square 6 6 3-0 295 SSSP Square 6-0; • 1.6 150 LOS Octagonal 7-0..:. -... 3-0 4,% LOSSW Octagonal 7-6 ' 3-0 i 450 LOSSP Octagonal 7-6. 1-0, 220 LRS - - - - Round- - 7-0 - r - - 10 - -- - 420, LRSSW Round 74 30 + 420 LRSSP Round 7-0, ` 1-6 180 BOS Octagonal 8-0 .. 3 0 475' - BOSSW -Octagonal 8-0 `z3-0". 475 BOSSP Octagonal .: ,. 1-0 270 CS Octagonal 8-0•x 124,..' 3-0 700 Octagonal 8 0 x'12-0,',:3-0 700 CSSP Octagonal "x 12-0 ' 1 430 RG Freeform 8-0 x -11-0 3-4 600 Freeform•- - , 8-0 it 11-0 3-4 600 RGSP - Freeform 8-0. x 11-0 , 1-6 470. _RY _._.__ Rectangle 8-0 it 10-0' 3-4 600 RYSW Rectangle 8-0 x 10-0 " 34' 600 RYSP Rectangle .... — x 10-0 1-0 . - 330 M Round 1".3-4 550 MSW Round 10-0. 34 . 550 MSP Round 10 0' 1.6 325 CB Kidney 8-0 x 10-0 3.4 525 CBSW Kidney 8-0 x 10-0 3-4' 525 CBSP Kidney 8.0.x,10-0 1-0, 275 LCS Rectangle 8-0x•17-0 3-0• 1,840 For SI: 1 inch = 25.4 mm, 1 toot = 305 mm, 1 gallon =.3.785 L. Page 5 of 6 PFC-3608 TABLE 4—ABOVEGROUND (191/Z INCHES MAXIMUM ABOVE GRADE) For 51: 1 inch = Z5.4 mm. 6'X6' - VIA X Wt.4 VIRE MESH OR 3' nuN. REBAR NO. 3, @ 7.0' EACH WAY. POOLS FOR CLAY (ADOBE) - SPAS T— Tx—x= s- MFF SK RS LOS CS M EACH WAY. MK SL RSSW LOSSW CSSW MSW MLL SP RSSP LOSSP CSSP MSP ROGMLS 'MP AL OS LRS RG CB MTK MN OSSW LRSSW RGSW CBSW SAND (TYPICAL) WGB WGC OSSP •LRSSP RGSP CBSP WISE WGF SS BOS RY' LCS WGH WGDA- SSSW BOSSW RYSW SSSP BOSSP RYSP For 51: 1 inch = Z5.4 mm. 6'X6' - VIA X Wt.4 VIRE MESH OR 3' nuN. REBAR NO. 3, @ 7.0' EACH WAY. SLOPEDt/4'=1' g - FOR CLAY (ADOBE) SOIL ONLY. T— Tx—x= s- 3'ti+�H. lo' ` FOR CLAY (ADOBE) SOIL ONLY. 3' THICK COMPACTED SAND (TYPICAL) 4' MIN, THICK COMPACTED GRAVEL FOR CLAY (ADOBE) SOIL ONLY. SAND 6 FIBERGLASS POOL SHELL FIGURE 1—TYPICAL CONCRETE DECK FIGURE 2—TYPICAL CANTILEVER CONCRETE DECK 6'%6' - V1,4 X WIA VIRE HESH OR 3'ti+�H. REBAR NO. 3,@7-D' EACH WAY. n„ F OR CLAY (ADOBE)SOIL SLOPED t/4'el' ONLY. ,2 - iR 1 FOR CLAY (ADDBE) 3' THICK. COMPACTED SOIL ONLY. SAND (TYPICAL) 4' MIK THICK COMPACTED ' GRAVEL' FOR CLAY (ADOBE) SOIL ONLY. SAND FIBERGLASS o (-- POOL SHELL FIGURE 1—TYPICAL CONCRETE DECK FIGURE 2—TYPICAL CANTILEVER CONCRETE DECK Page 6 of 6 PFC-3608 6'X6' - V44 X V1.4 BRICK VIRE MESH OR NATURAL ATURAL 7' 4aN. Tv REBAR NO, 3,@2'-0- OR NA BECK—'\ ECK EACH WAY. SLOPED 1/4-l' FOR CLAY (ADOBE) SOIL ONLY. It 1 Ir IT FOR CLAY (ADORE) SOIL ONLY. 3' THICK COKPACTED SAND (TYPICAL) 4' MIN. THICK COMPACTED GRAVEL FOR CLAY (ADOBE)' SOIL ONLY. SAND FIBERGLASS POOL SHELL )s FIGURE 3 --CONCRETE DECK WITH BRICK OR STONE MAXIMUM 10 112' BRICK, FILLED BLOCK, OR POURED CONCRETE 1 IAA:24- 2: BACXFtLLED DMT 6'X6'-V1.4X VIA VIRE MESH OR REBAR NO. 3.@Z -0 - EACH WAY. FON CLAY CADOBE) SOIL ONLY. 3' THICK COMPACTED SAND (TYPICAL) 4' HIM THICK COMPACTED GRAVEL FOR CLAY (ADOBE) SOIL MY. SAND 3• I,— FIBERGLASS Ir PD1. SHELL FIGURE 4—TYPICAL BOND BEAM CONSTRUCTION MOUND DIRT �_ IDNAL AROUND POOL OPToprID DECK APPROX. 6' FIGURE 5—TYPICAL ABOVE GROUND INSTALLATION Bin # J.� SI: L"AlQuinta: Building:Safety,:Division P.O. Box 1.504, .7.8=495 Calle TampiCo La Quints, CA 92253 .,J740) ,77-7012 Building Permit Application and .Trackin Sheet g Permit #�� lAb Project Address:' Owner's-Name i A. P. Number: Address:,S gib ASV" tD,A <De eoE ga .J Legal Description: City, ST, ZiP: Contractor: P(� SVI 1�, )^,)C .' Telephone; ; Address:'53 9AR.iGww,A ; Project Description: City, ST, Zip: LA c? n , f� lam. • 225 3 �J�1' :� `+c , (a I �l �3 �7 (f* SS .t—' Telephone:- 4U. /VD (fQ- State Lic. # : City ac. #: Arch., Engr., Designer: G. r Address:' City, ST; Zip: Telephone: State Lic: #: Name of Contact Person:. '-�54-0 cam' `Ti C onstruction Type: a Occupancy: �ject type (circle one)::New Add'n .- Alter Repair Demo $ Ft.: #Stories: # Units: Telephone # of Contact Person: Estimated Value o Project: - dZ oC o APPLICANT:•DO NOT WRITE;BELOW THIS. LINE #.. Submittal .. Req'd Reed, iTRACMd PERbM FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called ContaciTersoo Plan Check Balance Energy Calcs. Plans picked,uP Construction Flood plain plan, Plans resubmitted Mechanical Grading.plan V Review, ready d'or;correctionsrssue -`Electrical Subcontactor List Called. Contact-Peraon Plumbing- Grant Deed Plans picked up S.M.I. ILO.A. Approval Plans resubmitted ;Grading 11V ROUSE:: in° Reyiew,ready for correctio# ssue Developer ImpactTee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr School Fees Date of permit issue )FOR"ONS .. _i -NQWFees. LDATE 8Y I