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04-6644 (RPL)Tit BUILDING & SAFETY DEPARTMENT P.O. BOX 1504 (760).777-7012 78-495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7 15 3 BUILDING PERMIT Application Number Property Address . , . • APN: Application description . . Property Zoning Application valuation Owner 0�4=00006.64.4- 484"90 VISTA CALICO 649-530-025- POOL - RESIDENTIAL LOW DENSITY RESIDENTIAL 33000 Date 10/06/04 Qty Uriit Charge Per Extension Contractor DON ROTH 48490 VISTA CALICO TOPMAN BUILDERS LA QUINTA CA 9 2253 P.O. BOX .10202' ` PALM DESERT CA 92255 (760)'772-7296 WCC: VIRGINIA SURETY WC: 00500019402 01/01/05 CSLB: 455121 11/30/05 ---------------------- CCC: B -C29 Permit MECH POOL --------------- Additional desc , Permit Fee . . . . Issue Date 24.00 -Plan Check Fee 6.00 Expiration Date • 10/06/05 Valuation 0 Qty Unit Charge Per BASE FEE Extension 1.00 9.0000 --------------------------- EA -MECH FURNACE <=100K 15.00 ------------------- 9.00 ---------------------------- ermit . . .BLDG POOL PERMIT Additional desc __ Permit Fee Issue Date .304.00 Plan Check Fee 197.60 -Expiration Date10/06/05 • Valuation 33000 Qty Unit Charge Per BASE FEE Extension 8.00 6.5000 -------------- THOU BLDG 25,001-50,000 252.•00 Permit . ELEC POOL PERMIT Additional desc ------------------52.00 -RES Permit Fee . . . . 45.00 P Issue �an—C-hck -Feefn �p ,li Valuationflr;M 11:25 Expiration Date 10/06/05 � j a(,t 1,� Fj ��, � �� 0 Qty Uriit Charge Per Extension P.O. BOX 1504 • 'G`�� 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT Application Number: D — Applicant: Applicant's Mailing Address: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153. •/0 Date: • �o O� Architect or Engineer: Architect or Engineers ddr s. 1 11r Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my Licggsem tu1111 force and effect. License Class `i �j nse No. Date 1r�� Contrac OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury tha m exe pt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construc , , 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 Contractors' 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).): U 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 or 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.). U 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 to the Contractors' State License Law.). U I am exempt under Sec. , B.& P.C. for this reason Date WORKERS' 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. 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 \j issued. My workers' com sation insurance carrier and policy number are Carrier V lQtMlhl l `=k Policy Number CL -3= C�pc� yp2 _certify that, in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of CalifomiagmV 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 provi}ion's. n Date tg1, WARNING: FAILURE TO SECURE RKERS' C MPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL. PENALTIES AND CIVIL FINES UP TO ONE HUNDRED IXOUSANDIDOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, 11419IR 19r, AND ATTORNEY'S FEES. 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 Name Lender's Address / I 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 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 canction. I certify that I have read this application and state that the above inf rmation 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 county to nter upon t above-mentioned property for inspection purposes. Date v I': --' Signature (Applicant or Aggntj;__ n Page 2 Application Number. 04-000066444 Date 10/06/04 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 33.00 Plan Check Fee 8.25 Issue Date Valuation . . . . 0 Expiration Date 10/06/05 Qty Unit Charge Per _ Extension BASE FEE 15.00 2.00 6.0000 EA, PLB FIXTURE 12.00 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 . POOL & SPA. BBQ ANSI Z21-58-1995 ALARMS BARRIERS SHALL BE IN PLACE PRIOR TO PREPLASTER INSPECTION. EQUIPMENT, ENCLOSURE NOT INCLUDED IN PERMIT. Fee summary Charged, Paid Credited Due Permit Fee -Total 40.6.00 .0,0 .00 406.00 Plan Check Total 223.10 ..00 .00 223.1.0 Grand. Total ii 629'. 0 _00 .00 629.10 _ , A. b MT'- amu®' v -t �,':.;y -v ,... �"w...:"mm:'MA�'". i A:.114cM,. I'w-,i' ic..• v Baa as i —. _ I {IJIJ1 Ii /S Lar.0.... K,r '•, ._, m ._ .. ^4 -_•.-__�_- ^�'Tadln:fi1 =. , _ s.w _ � ia 1 , (� ' SA ft' . I:iCSIS _ I R. k L _ f5 Ph S i^t AlNwr + MASTIC .TI y ITam.E: IYI i rI1C 1 IM �/_�L NM tTRASH SH %MOVAL LOADS 5 R.B.S.R3f^ a .: w ww u -1A LOAD � R.S.D. 6+1&RILL, STAINLESS TF STAINLESS _.. aGRY REMOVAL" �k�i fitEC REMOVAL AMRi�E � "ppr : ^ e_ -. .. .RLMO/AL BY AND OUARTZITE OIRT fA>'A+amCOUNTERTOP .w SPA OR STAMPED WLORED CONCRETE ROCK - fft. Uh�ULL ., PINlSH 5LEEVE WAI. ..UT!5 - EXPANSION J01NY5 TO BE SELECTED ECKqpUN _�iE TYPE - L �A`ISOIL CURB GORC fT. 12 R 18 R L N� RA rPGGO DRAIN ?ti AROPS NE „ OVCSCAT It' MISG. SPA I+LL WDTN OTHER MA50NRY A 0 0 e L iCLM COPING,iiPk. EXISTIN& AALLS, TO REMAIN AR v rR �Aa _ . NOCK CAP FILTER AGC UP NAL_L_SISHEATER SIZE Y �CTiNs ff .fAGINr P3005T�R PUMP SIZER�rR�r py STACKED ANP FOOT JF—T PF—TAIL NOT TSkIhMR_TrP_ EQUIP. NALLT7"PL w I iII I X i u ,. . AIKL _ , EARL. r �a 3 p - OTHER dLLANR STUONLYB MISO. G.- I MA5TER ,4 51 -IML LINdf_ r FILL LINO I L BACK ISH TO PEBBLE BLIND . E LfGHrs F)OOI:- SPA .. P SAS alU� LINC r 5 ...::. _ �, REQUIRE ..: 9 _1 a RLtUIRLf7 ` ,. C"Y"CE3AI� f I S.NI,� I AI�.,I'Mt 11-1 �j� G I NAmETILE. I ICS _ +i5 IN Pc'X71.. IN SPA PA STUB SET L0UIPMLh6T , Z , w .-: SAY+CUY ART" SIZE - R Mt.?.L 51NC E fiG www.www�.�:ww Sf�CaL L=1�a : J ETUNITE .,.LESENP ..,OR UNITE INSPE:CTION'REOUIRf"D YE15 lei? POOL COVER SOLAR o+:rrNc NO- FNO- FOPE RN65 ORAS RAIN -n9 . DEEP END RAMP TO MEET ALL LOCAL- 00177 REQUIRTMCNTS EY' Bri'ER PRIOR TO b'I RBB. ft, m" RJ5.5. IL. v, Ram PRC:PLA5TCR INdSFECTIOt� .N.. LOVESEXI- 9 TANNIKO SI-EIOTHERw w NOTCHEV ON17 DEAN COPIN6 GANTILEVM ft SAP PAK HAU- IN TH I_ j H.� _ PHONE #5 GCL:L. i p , ! A Gr PAGE r , v MAP EOOK'PAEaE # MAIL. MRF -55- A RE -IVSD CTION FEE OF $3 ' WILL BE CHARGED IF THE APPROVED CON 7FUCTION OTY=IGC- PI-iom ANE - NOR,v__.. " � 5GALP. DATE- VRAM i=1't': SOLD 6Y GH— t1 fiNE SITE FOR °�N E�ULED ', 1/8"=1—" 8,116/04 JOHN JOHINSPECTION. . zz 0� �.. laa of 12, SCHEDULE- PRE -CAST COPING MAX.A . C ONC DECKING APPROVED SEAL R EXIST. HOUSE GENERAL AL N OTES RADIUS SCHEDULE OR SLK. WALL 1 Y A LEAK PLOT PLAN SHOWING 8 C AN AR STRUCTUR AL PLA N MUST BE ACCOMPANIED I T SST D D WALL 'STEEL VERT. S THICKNESS SPACING S C G DEPTH E TH , J I- � w Q 11 11 I/4 PER I -a IN EE FEET I 6 #3 0 41 n AT 12 I l I N 6 #3 1 i #3 AT 6.1 O.C. „ AT 12 . No - _I 1 #3 z6 # T iES AT TOP ,1 A T 12 #3'S AT O.C. u b #3 n I 3 • AT 12 N # T. BARS AT 12 Q.C. 3 VERT. b #3 4 . iw _ -- 11 AT 12 13„ 8 „ # 3 1- 5 , n 3 CLR AT 6 q �1 IZ. BAR AT 2O.C. #3 NOR S I 0 11 8 #3 1 6 0 AT 6 „ H T THROUG OU 1 10 #3 7 PLACE FIRST ADDL#3 BAR ,1 AT 6 EARTH -SIDE ACE OF WALL. I I" #3 1 8 1. AT 4 „ STOP EXTRA STEEL z P NSION JOIN T HI E ING EX A ONC D CK 3 #3 BARS - C , � X C: DECK T ' CON PE ' RETENTION E T PR PERTY L IM ES SLOPES MCOTU AND D1 STANC 0 0 T N -. - P r TO SLOPE 18 , 3 ----,DEPTH X , TYPICAL BOND BEAM STEEL i , J I- � w Q 11 11 I/4 PER I -a #3 A T 12 O.C. #3 AT 12 O.C. N WA TER SURFACE _ 4O MIN. M 41 a. I l I • - V ARIES 12 #3 AT 6.1 O.C. - 60N MIN. . No - _I 1 � � 6, # T iES AT TOP 66„ #3'S AT O.C. #3'S AT 6n O.C. #3'S AT .1 6 O.C.6 ILL - 11 6 • 1 8 N # T. BARS AT 12 Q.C. 3 VERT. - 1 AND TT M A BOTTOM 9' iw _ -- 4. n 3C LR, 13„ 0 , w -- ---- n 3 CLR �1 IZ. BAR AT 2O.C. #3 NOR S I 0 STEFL ....._•_.:J V 0 1 V D L A V R 0 H T THROUG OU w OR AS REO'D BY CITY PLACE FIRST ADDL#3 BAR EARTH -SIDE ACE OF WALL. 8w SEE DECKING NOTES 1. -615 G RADE 40, FY- 4 KSI. REINFORCING: BARS: STOP EXTRA STEEL C3 - : :NPOOL • - .TY.P. 2 ALL REINFORCING BARS TO LAP 40BAR DIAMETERS SPLICESICES { # 3 BAR I$1 LAP MIN.).. "m w CLR. E COMPACTED SOIL VERT. STL: 1N RADIUS r 3. - �ew ' D CLR, H / 5 p I8 MIN. `THI KNE 0 BE WALL THICKNESS T _j � _ CL w CHANGED UNIF RMLY 0 • MIN 2 x 3 CLR . r r I , 3 ----,DEPTH X ! i $ -b , U - MIN. ,3 0 #3 A T 12 O.C. #3 AT 12 O.C. „ IO.C. #3 AT 2 0 _ 4O MIN. M 41 # 3 AT 121 O.C.0.C 1 • V ARIES 12 #3 AT 6.1 O.C. - 60N MIN. . r BARS POOL AND OR SPA SHAPE, : P BOND BEAM W 3 #3 A SEES SCHEDULE 2 ` TYP. C . G . SHOW SURFACE DRAINAGE .' PLOT PLAN MUST FIN. RADE AND PL G , . FENCES A .. STRUCTURES, . , , BASINS , q<<0- FN_ _ � .o c> I1I1I1. , , WATER S UR FA CE ELT _-II d t l - _ 1I1I A W A Y F RO M POOL. RESS HAVE V E ,N OT I N SPECTED THE S ! TE A ND A RE2. REPRESENTATIVES VES OFTHE FLYING _I -I_ #3VERT.SAR AT,C F- 3 3 TYP. BOND z W II I/21X 3 F #3 HORIZ. BARS AT C. >o RELYING 0N INFORMATION PROVIDED BY CONTRACTOR OWNER TODETERMINE THE II!___ BEAM APPLICABILITY TYOF THIS STANDARDDPOOL PLAN FOR ACTUAL SITE... THROUGH0UT FOR TYPICAL WALL SECTION 3n CLR. w 45o AND REINE' EE DETAIL I 3 Tils is AGE GENERIC POOL PLAN, FORP0aLG0NsTRUCTi IN POROUS, WELL -DRAINED, AINED , w - ` a . COMPA T EDCOMP COMPACTED w @EXAPANSION J O I T NON E XP NsIVF - COMPACTEDPACTSD OR NAT IvE s olL. IT THE R ESPONSIB IU TY d F THE E H0M OWNE R TsolL ONE STORY HOUSE ALL IONS T0 CONSTRUCTION. OR GARAGE FOUNDATION _ w DECKING ADJACENT OWALLS dRP OL CON TOR TO VERIFYSOlLSCONDIT C> NOT SUITABLE WHEREPOTEN IALEXISTSF R DIFFERENTIALrlaL MOVEMENT FROMI OR b FT. HIGHBL 4. THIS PLAN IS4CK WALL 3 CLRRP TRUCTRES I .a III i_1 , -FILL11,_ I If 5 CLd R PO1 US C 1El 0 av _ , T RAN TRANSITIONS. 1000LB/FT LOAD Lu BESEP RATED B AI/2 DISSIMILAR 61L UNDER THEPOOL, SUCH CUT MIN. JOINT 0 ' 0N_EXPANSIVE 5. SHOULD SITE CONDITIONS VARY FROM THOSE COVEREDRED BY THIS STANDARD RD POOL PLAN, iT is ND � 0 a ..s NON -POROUS R U FEL 0R SIMILAR MATERIAL. ERIAL. o w THE RESPONSIBILITYIBiLlTY F THE CONTRACTOR 0 R THE HOMEOWNER R TO OBTAIN AIN APPLICABLE BLE , R N S q -•T�I-IM I_.A_i. _I .-.. .. 3 o PLACE ADD1 L VERT. S TE EL - OG a sk, w 4 , _1 SPECIAL ENGINEERING ING DETAILS ILS PRIORTo CONSTRUCTION. IN WALL IN ACCORDANCE SCHEDULE 6.THE FLYING BUTTRESS RECOMMENDS THE HOMEOWNER ER0R POOL CONTRACTOR STAIN VVI SCHEDULE 2 o 3 AT 12 C.0 iII_ G V Lu o; BOTH WAYS . + n` diNP00LBOTTOM 00 wa N , C3 L" DEPTH HAN CE TER ALL STEEL FOR POOL D GTR T �� ' .. • 0 # O.C. VERT. - 3AT6 , .. UNITE IN G • 5 ADD. #3 AR VERT AT _ , D . - BAR IN I _ 11 RA US .. 33 MAX. .. API .. `; ... .., . b O.C. AND L 2 _ L DEEP E D AMP I8 MIN. OR N R TYP -PO L EI FORE ENT SHALLOW o R N cM ADDITIONAL VERTICAL STEEL FOR SURCHARGE 'E , 3 ----,DEPTH X -0-7-TO 03 TO 5 0 -5 TO 7 $ -b , U - MIN. ,3 0 #3 A T 12 O.C. #3 AT 12 O.C. „ IO.C. #3 AT 2 0 _ 4O MIN. M 41 # 3 AT 121 O.C.0.C 1 # 3 AT 12 O.C. - MIN. 5a V ARIES 12 #3 AT 6.1 O.C. - 60N MIN. #3'S AT 12" O.C. ` 11 12 .0 # AT 6.1 O.G. 3 A SOILS REPORT. 7. THE STANDARD POOLPLAN IS NOT MS APPLICABLE TO NON-STRUCTURAL L IT E INTENDED D TO 6 E `APPL E E PIPING, FENCING WAND CONCRETE ELECTRICAL, '.GAS, TO PLUMBING' ELEC INCLUDING BUT NOT LIMITED , DECKING. 8. THIS PLAN IS NOT VALID WITHOUT. ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING CONDITiONS APPLY PER UBC SECTION 1806 .5.3 AND 1806 .5.4 FOR Pools LOCATED CLOSE TO P THE TOP OF SLOPE. LESS THAN .LESS THAN 7'-0" „ I, !8 MIN. : BU LDINURCHARGE _ D Pool D= PTH` O 'Q'* L LESSS TANSITI N BLANK MEANSNOSPE IAL THICKN SS OR RANSITON ORHoc. THAN H/b.T R ED. _ REINF. REQUIR - = I I_ L I-� !I I _.l PEGIAL EN INE R NG EQ D l i 1 12 s S G EI R D E POOL OR SPA , 3 , 4 : ;51 3 #31S AT 12"O.C.` 0, U b It 6 -2 41 #3'S AT 12"O.C. #3'S AT 12"0.C. I2 V ARIES 12 611 53SAT #3'S AT 12" O.C. ` 11 12 .0 --3 6, # T iES AT TOP 66„ #3'S AT O.C. #3'S AT 6n O.C. #3'S AT .1 6 O.C.6 #3'S AT O.C. • 1 8 #3@4" -OR-#4-BAR Vii6n 0C AND TT M A BOTTOM 9' 3 4. n 3C LR, 13„ 0 , #4@6' -- ---- X- ARS a OF POOL WALL STEFL ....._•_.:J V 0 1 V D L A V R 0 o• LO PO BTTOM .SPECIFICATIONS PLACE FIRST ADDL#3 BAR EARTH -SIDE ACE OF WALL. 8w � • . 1. -615 G RADE 40, FY- 4 KSI. REINFORCING: BARS: 3 C3 #3ATO.C.CEXTRA : :NPOOL • - .TY.P. 2 ALL REINFORCING BARS TO LAP 40BAR DIAMETERS SPLICESICES { # 3 BAR I$1 LAP MIN.).. 311 CLR. E VERT. STL: 1N RADIUS 3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BESUPPORTED TO MAINTAIN �ew D CLR, H / 5 p I8 MIN. 3 MINIMUM CLEARANCE NCE BE WEE TEFL AND EARTH. Hr _j it • MIN 2 x 3 CLR 'z 10MAX M CL w #3 HORIZ. AT 3 CLR - 112 O.C. TYP. 3 CLR N _ - .. .. I- I a # T T 3 VERT. A .. H CO.,TY . .. i 6 N . # T 3 VERT. A 1 1-1 1 1-1 4 1-I 3 ERT AT 6 O.C. 6 O.C. (TYP.: ( ) I ;I 1= III i e I 2 _ , . ♦ a tZ w - .. # #3'S AT „ • _ x C 3 HOR IZ. A7 12 O.C. I „ 12 O.C. HORIZ. 4 O 1 _ 3 - - #3 s AT -12 :::. 4 Q �.'.� - TYP. , TYP. ( )0. _ N C. E. W. , _ III I VERTICAL STEEL. XBARS EXPOSE FACE N #3'S VERT. AT 1, It r• 4 . D E 2 , 3 , 4 : ;51 3 #31S AT 12"O.C.` 0, U b It 6 -2 41 #3'S AT 12"O.C. #3'S AT 12"0.C. I 4 #3@6u w J � 0 611 53SAT #3'S AT 12" O.C. ` 11 12 .0 #3'S AT 6"O.G. 6, #3@6n 66„ #3'S AT O.C. #3'S AT 6n O.C. #3'S AT .1 6 O.C.6 #3'S AT O.C. b O.C. TO 24 • . , N _ III • • < � - #3's AT i2 O.C. 1 B VE POOL .._..�_ .xlcaa•. A 00 0 BOTTOM EACH WAY TYP, - _ VIII 3 CLR MIN. WALL VERT. KN TH{G ESS DEPTH STL. SPCG. IN FEET 1 b 0, U b It 6 -2 R 6 31 6 11 I 4 #3@6u w J � 0 611 51 1 #3@61 3 N $ 6, #3@6n n !0 7 #3@4" SOIL -= 10, n 1 8 #3@4" -OR-#4-BAR Vii6n 0C 12q 9' 3 4. n 3C LR, 13„ 0 , #4@6' -- ---- PRE -CAST COPING 'Q' , N . DECKING T G G FOR RAISED PLANTER VERT. Ga 1! _I I DEPTH DOES NOT APPLY IF Q -- .- _ _ SLOPE P T0 DRAIN o IN FEETFIN. GRADE IS GREATER THAN 2Q I II 1=1 III j`_ z III WATER SURFACE _ S ONS SOIL CONDITIONS _SCHEDULE -3 w �i iI I i _ z - - „ O.C. BARS S AT 12 3 TYP. _ _ BOND BEAM dw W ATER N tY Od SURFAC E D2 3I n -a I - - - - 3 #3 TYP. _ IiI , -_ - 11 RIZ. l2 O.C. # RIZ. BARS AT . 3 HO 4"4" .� 1 5 -011 tl 4 BOND ,BEA M6n THROUGHOUT 7 -11 I - �. # V BARS AT 12 3 ERT 0 G -, ..._..._ �. z w J � 0 2 „ 3 CLR. NEW' FILL E • • 3 .• COMPACTED 411 MIN. STRUCTURE AND 2.0% MINIMUM SURFACE RUNOFF. w 3' - YP,` �. ..v. .-.. - III SOIL -= CONTRACTOR 0R HOMEOWNER SHALL VERIFY ALL CONDITIONS DIMENSIONS THE C) uTHK. -OR-#4-BAR Vii6n 0C 4 4. n 3C LR, #3 HORIZ,' AR T I-- BARS 2 O.C.OG. TEF-L VERT.STEELS w w -- ---- - - 9 S \ E THRO H T uG au STEFL ....._•_.:J V 0 1 V D L A V R 0 POOL DEPTH H' D D2 3I n -a 11 3 11 3 41011 - 4"4" P FIRST ADD1L 1 5 -011 tl 4 41 1 t 11 - 6 0 7 11 5 ! VALUE OF 1000 PSF. MINIMUM BEARING V HALL HAVE A U L SOIL S =' AIM RE 35 PCF MAXIMUM. M. U 2 EQUIVALENT !:FLUID PRESSURE E LOAD ON POOL E 0 L WALL EXERT A SURCHARGE ADJACENT T0 TH T R LOCATED DJ 3:' RAISED PLANTERS LO G FOR IS REQUIRED SPECIAL ENGINEERING OO STRUCTURE THAT EXCEEDS 35 PCF. S THE POOL THESE CONDITIONS. POOL DEPTH OR WHEN THE R DURING EXCAVATION I 4. WHEN GROUNDWATER5 ENCOUNTERED U EXCEEDS THE LOCAL WATER TABLE,BLE, A HYDROSTATIC RELIEF VALVE 1S REQUIRED IN THE F TH P OL C° - P D SIZE „ 5 - - -- S C E--- ----- ---SE °777# OEE PEST LOCATIO P00 L P FIRST ADD1L #3 AT 61 O.C. q 3 DIAM, 6 2bQ9# GRADE-- u 12 5 EA SURROUN lNG THE POOL S HALL SLO E AWAYY FROM THE AND YA RD AREA THE POOL L DECK VERT. STEEL- „ 60 S Q 11 2 „ #3 AT 6 O.C. 3 STRUCTURE AND 2.0% MINIMUM SURFACE RUNOFF. PLACEADD.L #3 BAR , AT 4 O.C. 6 �. ..v. .-.. - III b. CONTRACTOR 0R HOMEOWNER SHALL VERIFY ALL CONDITIONS DIMENSIONS THE STOP SECOND ADD, -OR-#4-BAR Vii6n 0C JOB SITE. TEF-L VERT.STEELS E AT LEFT PER TABL 7 _ �. STEFL ....._•_.:J V -KEEP-2-CLEAR FROM o• LO PO BTTOM .SPECIFICATIONS PLACE FIRST ADDL#3 BAR EARTH -SIDE ACE OF WALL. 8w � • . 1. -615 G RADE 40, FY- 4 KSI. REINFORCING: BARS: AT f2O.C. AS - C3 #3ATO.C.CEXTRA : :NPOOL • - .TY.P. 2 ALL REINFORCING BARS TO LAP 40BAR DIAMETERS SPLICESICES { # 3 BAR I$1 LAP MIN.).. TYP,POOL BOTTOM VERT. STL: 1N RADIUS 3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BESUPPORTED TO MAINTAIN �ew p I8 MIN. 3 MINIMUM CLEARANCE NCE BE WEE TEFL AND EARTH. Hr _j it Lu ' '"-'' • ` 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-112 w - F- -, • • • • ;' TRANSITION VARIES FILL ADJACN E TTOPOOL - ®SEP END r-- Lu„ ... V))w 18 MIN. GUNLTE PE FICATI0 S (PNEUMATICALLY PLACED CONCRETE) ) TRANSITION R NSITION , F I Y EDGE RAI I MINIMUM COMPRESSIVE STRENGTHaT 28 DAYS F c= 2500 PSI. IN IN T • rJ 2. GUNITE MUST BE CO NFORMANCEWITH G SEC 192 4 AND SHALL CONSIST OFELEVATED POOL WALL 4 CEMENT TO 4-1/ .k PART PORTLAND C 2 PARTS SAND. TO `AS 3. CEMENT SHALL CONFORMTM C-150. 0 SULFATE CONTENT AREAS 4. USE TYPE V PORTLAND CEMENT IN E WITH MORE THAN 2/o U a AND AS DIRECTED BY LOCAL BUILDING CODES. P BOULDER WT , s ` 5 KEEP G NITE DAMP CONTINUOUSLYTINUOUSLY FOR 14 DAYS.(MAX.WT. 185 PCF) , BE ED WITH A WATERPROOF 6. ' ALL INTERIOR SURFACES OF POOL AND SPA SHALLCOAT Wl PR00 A -, _CONSTRUCTION CODES i p SILICA 'PLA TER PER NATIONAL SP AND POOL INSTITUTE STANDARDS. • - N s N .. ..�. w 1 BUILDING AND S A FE TY, U B iC 19 9 7 CONC. DECKING PRE TC0PING LEVEL BOND BEAM - 7. GROUNDING PERN.E.C. OF THE S TRUC URA L REINFORCING MUST BE I NSTALL ED W/ GROUT BEFORE CONCRETE G Nl EOR SHOTCRETE . G! 318-95 PRIORT0 PLACEMENT 0F GUNl E.FIN.GRADEZ---3-1/2' , r DECK #3BARS AT 6 12„ w ANS/N P15 l995APPROVED SEAL + POURING SLABnSTANDARD FOR RESIDENTIAL ING�OUN SWIMMING POOLS: EA WAY�8 GUNTE SHALL BE PLACEDA AGAINST UNDISTURBED OR BUILDING DEPARTMENTWATERSURFACE <EXPANSiON JOINT � CONC. SLAB P iZEW_ STANDARD FOR PERMANENTLY INSTALLEDRESIDENTIAL SPAS. ANSI/NSPI-3 1999 4 ` APPROVED 90/COMPACTED FILL e $MIN. THICKNESS PLASTER NATIONAL PLASTERERS COUNCIL, TECHNICAL MANUAL, o, iII fII I IfI-- I_ : .�. _..__ �.....-�.••� F. CwGo R EV!S ED JA N ARY DECKING RECOMMENDATIONSSSTEEL REIN X„ BARS BARS AT 13 CLR.x MASTIC a _ -, a LL DECKING CONSTRUCTION SHOWN A 'RECOMMENDEO MiNIMUM CONSTRUCTION q 3 CLR. o WORKMANSHIP STANDARDS: NATIONAL PA AND POOL INSTITUTE,JUNE 1996TYP. LO ,I ,IccQ-n� 3 VERT . BA R S AT2 O.C.O.0 : .-Q- 1 w Ir 1 D LAP 2 4 _ AMERICAN1CA N N A TIONAL S TA N DARD 0R P U BLiC SPAS AN /N SPI 2 194 9 o TILS 0 O 1 3 3BARS POOL I-�3 DOES 0T DEM ONSTRATE A SYSTEM TEM THAT WILL RE STST HEAVING DUE TO S OI L EXPANSION. . 1991 AME iAN NATIONAL STANDARDFRP IMMING POOLS ANSI/NSPI I#3HORIZ. BARAT BOND d .3#3 BARS F THE BUTTRESS GOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION. .S AT T BFELT OR ANY APPLICABLE LOCAL ORDINANCES C THR UGH U L. w 4 PLASTER 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE4 MIL. V1SQUE N POOL STRUCTURE NO PROVIDE 2.0% SURFACE RUNOFF. _73- CLR. FILL cTYP. POOL , PLASTER 3. EXPANSI0N JOINTS TS INDECKS ANDG COPING BE WATERTIGHT HT -WITH AN APPROVED . GRAD NAT E FOR POOL 2 TOl 5 DEEP TABLE I HEALTH ANDSAFETY NOTES S I M T 4 PER ANENT RESILIENT SEALANT. I L _ _ i II, ! II Ii I N. 1 8 TRANSITION 11 • 12 BOULDER SIZE "P" P D SIZE „ n I'D" STEEL "X" BARS 24 DIAM. °777# 36"SQ. .! 2 #3 AT 61 O.C. q 3 DIAM, 6 2bQ9# u 48 SQ. u 12 ' #3 AT 6 O.G. „ 4 DIAM.. 8 6198# „ 60 S Q 11 2 „ #3 AT 6 O.C. 1. POOLS WITH DiVING BOARDS SHALL MEET THE SPI RIVING POOL GEOMETRIC STANDARDS 4.ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE WITH A 112 MI N N -EXPANSIVE ON -POROUS FELT OR SIMILAR MATERIAL. N 0 N AND R LOCAL CODES. , 0 VEL `TOP O BO BEAM WITH ACRYLIC RUT AND PLACE l # BUILDING FELT OR 4 MIL. 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 5. LE F ND EA A R C G 0 E 5 B VISQU P. DECKI G L MUST NO PING OR BOND BEAM. EEN ON TO N MATERIA T TOUCH CO ASSISTIVE DEVICES FOR THE DISABLED. S ACCORDANCE W D ' _ ENT HALL BE INSTALLED IN .ACC E iTH 'LOCAL CODES. .: SIGNS AND SAFETY EQUIPMENT S . FOR. POOL 5 T 3 S s 6 0 8 DEEP TABLE 2 HOMEOWNER A T C N ILEVER DECK STANDARD .COPING AND TILE ` TYPICAL FILLADJACENT DJACEN T TO POOL - HALLOW END S 10 ` 9 BOULDER SIZE N. "P' N N PAD SIZE W . D :STEEL "BAR X S 24"DIAM. 777# 36"SQ.. 14" #3 AT 3"O.G. 36" DAM. 260 9 # 4 8n SQ 14„ #3 AT 3" O.C. 48 DIAM. 6198# b S 0 Q. 14#4 -AT 6 O.C. 4. POOLFENCINGSHALLBE INSTALLED INACCORDANCE WITH ALL LOCAL CODES. . 5 PRIOR TO FILLING, THE POOLL AND/OR SPA SHALL BE COMPLETELY ENCLOSED BY A 5 -FT. 1. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.. HIGH FENCE AND GATES WITH NO OPENINGS WGS GREATER THAN 4q. GATES T0 BE 2. DO NOT TURN POOL OR SPA LiGHT ON WHEN POOL IS EMPTY. SELF-CLOSING AND SELF -LATCHING WITH LATCHH A MIN. OF 5 -FT. HIGH. WHERE THIS S E BLACKRUBBERHOSE WHEN FILLING L IT STAINS THE PLASTER . TiE A 3. Do NOT us A R BSER S L G P00 F SHALL VARIES FROM LOCAL CODES THE LOCAL COPES SHAL PREVAIL. R ON THE END OF HOSE TO DISTRIBUTE 7 FLOW EVENLY ON THE NEW PLASTER. 1 B 0 D B DB M RAG N THE T HE UL ER N 0 ON EA AND FILTERING SYSTEM N A DRAIN 6 Pools SHALL A HAL BE EQUIPPED WITH F II 4. I „ TREES AND LUSH LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY PRODUCE L BUILDING PERMIT. T U PLUMBING PERMITS ALONG WITH P00 7 IN ELECTRICAL LECTRICAL AND LU A 0075 THAT CAN PUS AGAINST THE POOL WALL 0 CAUSE THE DECKING TO LIFT. THE I _R HR USA S G $ ALL INSTALLED PER MANUFACTURERS RECOMMENDATIONSW AND EQUIPMENT Q 1PMENT SHALL BE f1u1f1 . 12" •. 6 M BOND BEAM MAY CRACK- AND THE TILE MAY POP OFF AS A RESULT.ULT.INSTALLATION-0F A90RW DER M ACCORDANCE WITH LOCAL REGULATIfONS. ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING. 2#3 BOND 9 ANY METAL WITHIN 5- F . OF POOL. EDGE MUST BEGRO GROUNDED PER N.E.C. DECK OR CAP • M11N. I ao .f Ii1t _I i ..•- •.L. c o 1�1 � I .BE ND Ba ND Y .W.AsT.E. R S U R F ,. C.�E3 .. ., x- - oo z 1 ' .... ffIA , X • _..Ie III -- II 1! I1II _ I NOTE: BY THE'USE OF THIS PLAN THE USER ACKNOWLEDGES THAT AT H ESH E HAS READA D BEA TEFL #3 HOR WATER LEVEL _- BARS AROUND AND UNDERSTANDS ALL OF INCLUDEDDEDHERE N. l I. BARS @ k,O.C. _ NNIC E I$,, , THIS PLAN I THE WORK OF THE ENGINEER AND HALL NOT BE REPRODUCED, COPIED, 0R O T H` E WIE USED N R2_6a #3 AT610. O.C. . WITHOUT HER PERMISSION. MI11 a R=V -0" MIN.VERT.S EEL @ -TOP OR NEC SECTION FC0NDU1T STRAIGHT WALL TOE 0 DOWEL INTO EXISTING THISPLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY: � 1 #3 VERT. BARS ao SLOPE _ „oo NEW POOL WALL R EeADD #3 AR AT I2 O.C. LONGITUDINAL PALM DESERT/ PALMSPRINGS, CITY RANCHO MIRAGE, THOUSAND PALMS,b1M!N.__A FLOOR WITH _ 1 8, LAP AT 2,0. O.C.. SP T TRANSITION CEMENT Wwl ADHESIVEFLOOR REINF. GUNITE W/ 3 @ 2 -0.C. «:E EED M. _ LA Q iNTA DESERT HOT SPRINGS INDIAN WELLS YUCCA VALLEY ANDINDIO , .. _- _ . `NaTE. PROVIDEVIDE 2 ANTIV R LO OR I #3AT NO.0. LIGHT TEX 6 TYP.F _ .. PROVIDE 2A Tl-WO R T X RAINS BOTH S DRAINS. ONE LOCATED IN SPA FLOOR VzBOTH WAYS SECTION W/ ZW4TH NSPI APPROV�D S SUCTION 1 Io `. Y 6F 0 o. z<n t a.J �! III __IfTL .... POOL AND SPA STEEL REINFORCING PLANAND ONE LOCATED ON F SPA @12 O.0 E AROUND NICHE LOCATE DRAINS EQUAL DISTANCE � � � f fiF 1= S" OS` i D �n Q l � 2 _ I , Ix,. i i _ -� NO TE INSTALL HYDRaS T TIC VALVE AND ABOVE P FLOOR PER IAPMO POOL APART FROM 0 TLEFTPIPE.18MiN. ROCK PACK AT LOW POINTWHERE REQUIRE D .p _ ..._ _ N Li .�EXIS EXISTING PACODE. SEE TYP. PO0L LAP (TYP.} 6 MIN. O_ 2#3 BARS / �•� o 3O4 4 6 T SECTION B HI HWATER TABLE.WALL 00CORAC OR. HOMEOWNER: 1 s_ fl O E� , , _ O e: R E E S S ED TYPICAL SPA SECTION TI ON LOCATE MAIN D) R AN s AT Law POINT.T MAIN DRAIN PIPPES SHALL NOT _ #3 DO WE LS A TI 2 O.C. VER T A ND ' DRESS LIGHT T ALTERNATE e <, 0� _t.. � .. R, ENCROACH EN R A H INTODGUNITE SHELL. HRZ MAX. TYP.) USE NICHE PLAN EXPOSE EXISTING STEEL SPACING IN DETAIL #I FOR POOL SPA ADJACENT TO POOL STEEL AND LAP 18 MIN. � DEPTH GREATER THAN 4 FEET. . � •, , >� PLAN ON iVALID WITH ' L ONLY i I , ... X SKIMMER ERNiC HED DETAIL TYPICA�L LONGITUDINALDINAL SECTION RETROFITFITTI ES TEFLSECT10N AT LIGHT B DATE: BLUE WETsT AMP AND b _ IZ EMG INEESIGNATURE R S JOB NO.: TEL. N0. K 0 I ON TNI BLACK NK`AN J CBEATEO 07 JUW 2004 { i i i