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BPOL2015-009278-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 V, T4t�, 4 etP Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BPOL2015-0092 Property Address: 57721 BARRISTO CIR APN: 762500007 Application Description: MURRIETA APT INVESTORS 37 / POOL SPA AND FIRE PIT GAS LINE Property Zoning: Application Valuation: $40,000.00 Applicant: LINDLY'S POOLS OF CALIFORNIA 1 30755 DESERT PALM DRIVE THOUSAND PALMS, CA 92276 ---------------------Z------------------------- w. - 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. Professions Code, and my License is in full force and effect. License Class: C53 License No.: 833313 ! — Date: � �� l2* " Contractor: vv-�, Fy OWNER -BUILDER DECLARATION 1 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).: (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 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.). (_) 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.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: 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 Name: Lender's VOICE (760) 777-7125 . FAX (760) 777-7011 INSPECTIONS(760)777-7153 Date: 5/11/2015 Owner: MURRIETA APARTMENT INV 37 400 E RINCON STE 105 f r� CORONA, CA 0 Contractor: LINDLY'S POOLS OF CALIFORNIA I 30755 DESERT PALM DRIVE � -)P,01t v If"== THOUSAND PALMS, CA 92276 m 4 (760)343-0600 Llc. No.: 833313 ----------------------- 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance ofthe work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: 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. Date: 16-1 Applicant: WARNING: FAILURE TO SECURE WORKERS' 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. Date:y Signature (Applicant or Agent): DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $2.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.09 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PLUMBING FEES: $36.26 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SWIMMING POOL/SPA 101-0000-42404 0 $181.29 $0.00 PAID BY METHOD. RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SWIMMING POOL/SPA PC 101-0000-42600 0 $98.62 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for POOL/ SPA: $279.91 $0.00 TOTALS:• 00 Description: MURRIETA APT INVESTORS 37 / POOL SPA AND FIRE PIT GAS LINE Type: POOL Subtype: Status: APPROVED Applied: 5/7/2015 SKH Approved: 5/11/2015 MFA Parcel No: 762500007 Site Address: 57721 BARRISTO CIR LA QUINTA,CA 92253 Subdivision: TR 32225 Block: Lot: 7 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $40,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 NAME TYPE Details: POOL, SPA, FIRE PIT,WITH [2 INCH GAS PIPING/#8 AWG IN 1 INCH CONDUIT ELECTRICAL] . EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE. j. Applied to Approved ADDITIONAL CHRONOLOGY CONDITIONS ZIP PHONE FAX EMAIL NAME TYPE NAME ADDRESSI CONTACTS CITY STATE APPLICANT LINDLY'S POOLS OF CALIFORNIA I 30755 DESERT PALM DRIVE THOUSAND PALMS CA 92276 CONTRACTOR LINDLY'S POOLS OF CALIFORNIA 1 30755 DESERT PALM DRIVE THOUSAND PALMS CA 92276 OWNER MURRIETA APARTMENT INV 37 400 E RINCON STE 105 CORONA CA 0 FINANCIAL INFORMATION Printed: Monday, May 11, 2015 8:55:19 AM 1 of 2 SYSTEMS Printed: Monday, May 11, 2015 8:55:19 AM 2 of 2 C SY57EM 5 CL DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY By BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $2.00 $0.00 BSA: GAS SYSTEM, 1-4 101-0000-42401 0 $12.09 $0.00 OUTLETS GAS SYSTEM, 1-4 101-0000-42600 0 $24.17 $0.00 OUTLETS PC Total Paid for PLUMBING FEES: $36.26 $0.00 SWIMMING POOL/SPA 101-0000-42404 0 $181.29 $0.00 SWIMMING POOL/SPA 101-0000-42600 0 $98.62 $0.00 PC Total Paid for POOL / SPA: $279.91 $0.00 TOTALS:00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE FINAL" BLD Printed: Monday, May 11, 2015 8:55:19 AM 2 of 2 C SY57EM 5 Print l lose Lot 7 Pool From: THOMAS STEARNS (tpstmms@sbcglobal.net) Sent: Mon 5/04/15 11:10 AM To: James Lindly (lindlyl@hotrnail.com) May 4, 2015 James Lindly Lindly Pools of California Dear James: Please accept this e-mail as approval from the Board of Directors of Santerra Owners Association to proceed with the construction of the swimming pool for Lot 7 at Santerra as described on the plan which you recently submitted. If you have any comments or questions in this regard, please do not hesitate to contact me Sincerely, Thomas P. Steams, President Santerra Owners Association �' Citjr ofLa Quints BWkftarSafety Mion P.O Box 1504,78-495 Came Tampico La.QuIM4 CA 92253.:(760) 777-7012 Building Permit Applicadon and Tradiing Sheet Pem* # PwjectAddtess: 21 IJ 'p► mim CIO.- owner's Namm . K0 (-bt i 101 AFT. A P. Number qZVZOW 7(02- . '!5CO Address: hfLb e (UTACD rJ 6T►f ► x SP Legal tion: Com 1.1 hey Li S ?COLS of CA TrfG Q City, ST, Zip: Co I W ►b: C°1-� � l 1 1 Te4epha 51) W =100 Ad&=: W1,515 otstol VALAM ON. PmjexDescriptm City, ST, Tap: %us".x�J-n PAvA) SfA AWO Telephone d LOQ L.► A C fbft " el to PIT Slate Lia if : Arch, EW,w. City Lia pt JW Address: Y, S', Zip., Teliphone: Construction Type: Occupancy: State Lia M Pmjeet type (cirde one): New Add'n Aber Repair Sq. Ft: # SLori�x #Units Demo Name of Comet Pelson Q j Ur 4 Tdcpbonc # of Contact Petsan:-160 !qc Estimated Valine of Pmjmt li s APPLICANT: DO NOT WWM BELOW THIS UNE d Submittal Rwd Redd TRACIMG PBRM[r FBF.S Pian Seb Pian Chap sabmftkd item Amount Strakvai Cake. Rtviewed, ready for rnrraHoes Pian Check Deposit. . Treece Cake Called Canted Panna Pian Chuk Balance. Tide 24 Caks. Pians pieced rep Construction Flood plea place Plana raubmiNtd,' . Mechanical Gi ading plan Z" Review, ready for oorrcetieneasue Fdeebieai Snbcoatactor UA Called CQntsat Person Phtmbbng Grwt Deed Pians pkked rep HOA. Approval Ph= resabmtfbed Grading Ek HOUSSs- ''' Review; randy for eon wamsJissae Devdapw Impact Fee PknaW Approval- owed Coataet Person A IR.P. ' Pub. Wks. Appr Date of permit Issue School Fees [M-7Permft Fres i CONSTRUCTION NOTES: POOL AREA: 355 SO. FT. SPA AREA: 36 SO. FT POOL PER.: 91 LN FT SPA PER.: 24 LN FT POOL DEPTH: 3'6 - 6' TANNING SHELF TO BE -9" OF WATER (5' X 8' ) SPA TO BE RAISE 18" WITH A. 5FT STACKED STONE SPILLOVER POOL BOND BEAM TO BE 25 LN FT +18" AND 11 LN FT + 24" RAISE BOND BEAM TO HAVE (3) STAINLESS STEEL SHEER DESCENTS (1) 5FT AND (2) 2FT POOL AND SPA WATER LINE TILE TO BE SELECTED FROM PRICE GROUPS 1-3 POOL AND SPA TO BE FINISHED IN PEBBLE COLOR: MIDNIGHT BLUE FIRE PIT TO BE RAISED 18". OUTSIDE FINISH PERIMETER TO BE IN TILE TO MATCH POOL WATERLINE. DEDICATED GAS LINE, GAS VALVE AND KEY. FIRE GLASS POOL DECK TO BE IN PAVERS TO MATCH EXISTING IN COLOR AND PATTERN WITH 12" X 12" POOL AND SPA COPING _ POOL EQUIPMENT (PENT -Alk SYSTEMS): _ (1) PENT -AIR VARIABLE SPEED PUMP (1) 420 SO FT CLEAN AND CLEAR FILTER (1) 3HPWHISPER FLO PUMP --SHEER DESCENTS (1) 400WATT POOL LIGHT (1) 100WATT SPA LIGHT (1) 400K BTU MASTER TEMP HEATER (1) IC40 EASY TOUCH SALT SYSTEM -WIRELESS A---5 GAL SHRUBS B-=15 GAL SHRUBS C --PALM TREES 1 OFT TALL D --PALM TREES 8FT TALL E --PALM TREES 6FT TALL F --SOD PLANTER BED FILLER TO BE IN D.G. PROJECT NAME: nO . W D PROJECT #: 2059 o DRAWN BY: JOSE GONZALEZFn MURRIETA APARTMENT INVESTORS 37, LP DATE: APRIL 1, 2015 57-721 BARRISTO CIRCLE A.01 LA OUINTA CA 92253 SCALE: 1/8" = 1 FT N CITY OF LA OUINTA BUILDING & SAFET` DEPT. APPROVED FOR CONSTRUCTION DATE Y 1 A SOILS REPORT. 7, THE STANDARD POOL PLAN IS NGT IN7F14DED TO BE APPLICABLE TO NCN-STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, GAS PIPING, FIENC!NG, AND CONCRETE DECKING, S. THIS PLAN IS NOT VALID WITHOU7 APIDITIONAL SURCHARGE L7E7AII-5 WHEN THE FOLLOWING CONDITIONS APPLY PER CBC FIGURE 1808A.7.1 FOR STRUCTURES I_4CA7ED C-O5E TO THE TOP OF SLOPE. T ANSI : I N EQUALS POC}L TRANSITION $LANK MEANS NO SPFC!AL THICKNFSS OR D' DEPTH OR H/2. k REIINF. RELTJIRED. - GREATER d _ 1 cOrvl-Rays) POOL OR SPA 12 PRE -CAST C01'1t�fG SPEC 14L ENG INEERING REQ'D II111 _ MIN. WALL 1fERT, FOR RAISED PLANTER C4fvC_ DEC�(ING )641,THICKNESS DEPTW �IERT, ' aC1E5 N{3�1 APPLY IF '[�' 12" VARIES 12" STL. SPCG. IfN FEET /VOTE: DEPTH IS GREATER THAN 20'_#3 TIES AT -OP f�' lit 1 #3 VERT. AT 6" O.C. -- � IrV 1 EET FI�I. GRAk]E WATER SURFACE'#-771 a AND BOTTOMM VERIFY DIRECTION OF i' Q' � - OUTSIDE FACE OF IaDQL UYA' L - — — - - — a.. r X EARS DAM WALL BEVEL WITH INSIDE FACE AT Iz;R FEATURE I IF 'X" IS LESS THAN 7' -Q', THEN POOL WALL MUST F3F CAPABS..E OF SUPPORTING T11E WATER ° DESIGNER'S hIOTES I' --`� - - cWn (ti ti x�/` C EDUI F ; IN THE POOL WITHOUT SOIL SUPPORT PER SEC. I$0$A.7.3. USE QETAiL PL - ELEVATED POOL WAL-L. 3-#3 TYP_ !! WATER ' #3 VERT. BARS AT 17" O,C_ D 5" CLR, _ - DESAND NER'SS. 6' 2 13OND BEAM f °' SURFACE � I 3-#3 TYP. ♦ - —. — D d OIL CONDITION CI_R, Z' MIN E #3 1HDR12. BARS AT 12' O.C. POOL 3 SLR ' 13DNO BEAM { THROUGHOUT J DEPTH I Z #3 HORIZ. AT _3': C-R #S VLRT, BARS AT 12' Q.C. 1 H. I. SOIL SHALT_ HAVE A MINIMUM BEARING VA�UE'OF 1500 P'SF. TOP OF SLOPE Lu ti „ -� 8" 3' - � a- � �' � TYPLR, 3,-0. 3" 3" Z. EOU€VALENT FLUID PRESSURE = 35 PCF MAXIMUM. 12 " O.C_ (1 YF�,) 3 GLR COMPACTED- �� N�VU" PILL _ SOIL b" h�IN. w � 3' - — -I 4'-0' RAISED PLdt�TERS LOCATED ADJACENT TO THE POOL. WALL EXERT A SUR CHARGE LOAD ON II— # VERT. f1T 6 i �+. — 14 THK` ,�- — — THE POOL.STR:ICTURE THAT EXCEEDS 35 PCF. SPECIAL ENGINEERING IS REGUIPED FOR H 4, O,C, {TYP.) #3 G" CLR- J w 4' _ 5'-0` THESE CONDITIONS. •� #3 HL}RIZ. BARS {T 12" O.C. - — 2 — 6' ? n l I { \ \ \, �h " THROUGHOUT] - � � � �� 1 ' 6, _011 71- 5r WHEN GROUNOWA1 ER IS EN COLINTE RE 13 DLLRING EXCAVATION CIR WHEN THE POOL DEPTH 6' 1_- #3 VERT: A 1 #3@G" 5 — FACEEDS THE LOCAL WATER 7ARLE, A HYDROSTATIC RELIEF VALVE IS REQUIRED IN THE .1 ` H 16 OR -I :: I,` O C (TYP-', r' � � z #3 VERT. AT 6" O, C. S � � � � - - - 7-FT. MINIMUM PIS T_ t E OF 0 O � X STOP FIRST ADD'L �� DEEPEST LOCATION CF THE POOL. #5'5 AT s OPE s - —VERT. STEEL! - I�1AT, GRADE Jib 5. THE P001. DECK AND YARD AREA SURRDUNDING THE PODL SHALL SLOPE AWAY FROM THE POOL "}" TO DAYLIGHT AT �r T� ! 1) # f7" PLACE ADD'L #,r BAR _ -..r�� k�� ' STRUCTURE AND PROVIDE 2.D°lQ MINIMUM SURFACE REJN4FF, l " O.C. HORIZ, DESCENDING SLOPE ! _ / #3 HGRIZ. AT 12" O,C- AT �," O.C, nu �, .rs v ,y. 7c —III I. - _ {TYP_] , r 14` - �"�7. THE FLYING $LJfTRESS RECCFIIIENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A 3'S /T 12' r "' . (TYP,} #3 4„ 7' T13P SECOND ADD -- —'s— - #&-&4RAT 6" Q,O, `� SITE SPECIFIC SGIL•S REPORT To VERIFY APPLICABILITY OF THIS STANDARD PLAN. Solt} TESTING VERTICAL STEEL- X-BARS INSIDEDACE PERT, STEEL PER TAB/-E A`f LEFT 7' — — SHOULD INCLUDE EXPANSION INbFX, SOLUBLE SULFATE ION CONCENTRATION, CHI ORIDE ION ' C,'. E.VU. f 4� -9 D E 2' 3' 4' 5' +3'S AT #3'S AT 6" O_C. #37S AT 6' O.C. 31 tt3'S AT 6" 0,C, ttS'S AT 6" 0.C. #3'S AT 4„ 0.C- 6' 13'S AT 6" O.C. It3'S AT t` ID.C. t Z'S AT J., O.C. #3'5 AT 4, a.C. WIDTH OF KEY #3'S VERT. AT � '. f #3�41, 8' - - — ��^�� KLEP�..C_EAR WHOM in,CONCENTRATION AND RESISTIVITY, ?11NIMiUM GEARING VALUES, COEFF. OF FRICTION, PASSIVE " 6" O.C. TO 2 PLACE FIRST ADO'L #3 BAR I EARTH-SIDIF FACF OF WALL 8' �, TYP. POO4 OT7bI LATERAL PRESSURE, AND EQLJIV+ LEVY F_UIT1 PRESSURE. 'u" - ABOVE POOL r = ;� #3'S AT Z' O.C. 12, AT 12" Q.C. AS SHOWN c, BOTTOM r EACH WAY (TYP.) 9' — — - — #3 AT 12" G.c. EXTRA STEEL SPECIFICATIONS 3' 24" fr,'�t !r ��. r , l.,LR- �,� l #4C�6" TYP, POOL 130TTOM VFRT, STL, IN RADIUS 1. REINFORCING BARS' ASTM A-615, GRADE 40, FY= f+0 K51. 3" CLR 13. OL 1+1 4. #f;{ }�" ycLLI n pp `2. ALL REINFORCING BARS 70 LAP 40 BAR DIAMETERS AT SPLCES (#3 BIT = 18" LAP M-N,), 181 MIN. /, M � I +� � 3. ALL R'E'NF'QRC:ING AS SHOWN Old THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN Q24" VARIES } FIL1� AD.�ACENT TQ P L -DEEP ENDS RANSITI0N, 3" MINIMUM CLEARANCE BETWEEN STFEI,_ AND FARTH. f s w 18, MIN. f 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2 112". BLANK MEANS SPECIAL ENIGINI4C-RING REQ'I7, � IF NITY EDGE � RAISED BOND BEAM TRANSITION 1• ., 11 GLINITE SPECfFICAT IONS (I'NEUIHATICALl.Y PLACED CONCRETE} E_E VATEQ POOL WALE _ _ _ I_ MINIMUM COMPRESSIVE STRENGTH AT $DAY$: 'C = 25QQ PSI. �a H- Lu IL J EL SCHEDULE 'A" 12 SCHEDULE - I PRE CAST COPING MAX WALL VERT. STEEL VERT. DEPTH _ � z RADIUS SCHEi�U_E -# BARS .G1�NITE SUI�F'ACE CONC. DECICLhIG � CONC. DECKING APPROVED MASTIC C I A T _ EXPANSION JOINT SLA A EXIST. HOUSE 4R BLK, WALL GENERAL NOTES THICKNESS; SPACING IN FEET 6' #3 0' AT 12" AT 12, X #3 AT I2-I' #3 3, AT 12" #3 611 AT 12" ' 5' AT 6 „ # 10, AT 4"71 I" 4„ 8' AT# X CONC.DECK FOOTING I- Irilz STANDARD STR1,CIURAL PLAN MUST BE ACCOMPANIEID BY A CLEAR PLOT PLAN SriDWING FIiN. GRACES SEE SCHEDULE 2 1 YP. BOND BEAM UW 3-43 RAPS POOL AND/OR SPA SHAPE, DEP7H AND DISTANCE TO PROPERTY LINIES, SLOPES, RETENTION ` ' • iiASINS, STRUCTUf2E5, FENt E5 AND WALLS. PLfl7 PLAN MUST SIiOD4 SURFACE DR41NA6E A ,� l+ WATER SURFACE ; 3' CLR. .� ti r AWAY FRO"' POOL. 34 TYP . BOND #� VERT. BARS AT b" �-C_ d Lu L � x N' •'.: °a � � �F Ili' �" FELT �\ • ''a �� 2. REPRESi=�#TATIYES 4F THE FLYING I�UTTI�ESS HAVE NOT INSPECTED THE SITE Ahil3 ARE h' HEAM (FOIE DEEP END RAMP QN;Y ' f f , RELYING ON INFORMATICN PROVIDED BY 7HE CONTRACTOR OR OWNER TO nETERMINE 1HE )y = r R, o s LzLI F . COMPACTED of FOR TYPICAL WALL THICKNESS AP¢LICAB€tITY CF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE, #3 WORD. BARS AT 12 D.C. - ` o SOIL r COMPACTED - Jcn I— CL SEE DETAIL. 1 3. THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CC{VSTR€JETI{]I+! IN POF2aLJS, PEEL-bRAINLJ3, ,Q THROUGHOUT "' u� EXPANSION JOINT SOIL $ _"`} �u NON-EAFANSIVE, COMPACTED OR NATIVE SOIL, IT IS THE RESPONS€811-ITY OF THE HoMECWNER ONF STORY JOUSE, f OR GARAGE j0JNDATIOIN, 4t�. ALL DECKING A)JACEMT TO WALLS OR POOL CONTRACTOR TO VERII+Y SOILS CONDITIONSilflFt TO CONSTRUCTION, 5" `F OR PERMANENT STRUCTURES L,, TFIS PLAN €$ NOT su+TARLE WHERE POTENT.AL EXISTS FOR DIFFERENT€AL t"IOVEMENT FROM �� 6-FT. HiG, BLOCK WALL 100. LB1FT M i{. LOAD ' C^ SHALL BE SEPARATED BY A If2 DISSIMILAR 50IL CONDITIONS LINDER THE POOL, SUCH AS CUT -FILL TRANSITIONS. � [ o - MIN, JOINT OF NON-E)Lf Ai�kSIVE,: 5. SHOULD SITE CC1NDITIONIS VARY FRDM THOSE COVERED BY THIS STANDARD POOL PLAN. IT IS \ o PLACE 3D'L VERT. STEEL � NOPl�OR0U5 FELT SIMILAR�ATERIA!! . I.L' THE RESPONSIBILITY OF THE CONTRACTOR OR THE HCi 1EOWNER TO OBTAIN APPLICABLE N WAL iN ACCORDANCE Qe SPECIAL ENGINEERING DETAILS PR;OR TO C04S7RUCTIQN. #3 AT 12" O.C, �\ WITH .S:H- EDUI E T �' � SCHEDULE 2 { _p THE PLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR QRTQIN 0. BOTH WAYS + - a - - IN POOL BOTTOM, `' A 40 FCR FOOL DEPTH 5-FT. OR CENTER ALL STEEL {'1cr` 1 E E1 +36 n3 YLTSTBARgP" IN QUNITE #3 AT 6" O_C. VERT, • :r SCHED; ALE "A" AT 1_EF - BARS IN RADIUS 3�° ' r I- ) TYP. POOL REINIFOFICEMENT SHALLOW OR DEEP END RAMP 18" MIN. IS 11N. [a"11 LNG ( ' iARG �_� SLOPE I18 TO TYPICAL 3MD BEAM STFEL 114+" PER 1'-a" "' 41 WATER SURFACE h J — - — " #3 VIER-, BARS PER SCHED. "A" #3 HORIZ. BARS AT 12O.C. OR AS REO'D BY CITY u —:SL ECKIN hQlEc STOP EXTRA STEEL COMPACTED SOIL va W&I THICKNESS TO BE ~ CHANGED-UMFORMLY. POOL DEPTH R„ b'-U• 2'-0- 4 , -011 T-611 VERTICAL STEEL_ REQ'D FQiR SURCPiARGE LOAD I?EPTH x 3' TO 5' 5' 'TO 7' TO 8'-6" 3'-D" MIN, #3 AT 4" O.C. #3 AT 3" O.O. #4 AT 3" O.C. 4' -0" MIN #3 AT 3" U.C. 44 AT 3" O.C- 5'-0" MIN, #5 AT 4" O.C. #i, AT G" O.C. #3 AT 4" Q.C. ##4 AT 4" O. C. ._ .� ,vr --- � •, _, � ]�" � ! � - -_ �.-_ � _ � - _.� - �- '' ` • -2:' ••GUN/-T-�hSUST-B�r�-.CONFORr4.4hac5--wl�N-G•.Sly--�.r.b.-IBC--�.�c�T�2;�.--^_____ �_ -- -- ti 1 , J 3. CEMENT SHALL CONFORM To ASTM C-I60_. �'-O" TO /+VET ' 1 IN AREAS WITH MORE THAN 0,2 % SULFATE CONTENT, USE TYPE V PORTLANY CEM;EAT, SURFACE OF POOL WALL ' ' . 3 -Q" TO WET a ; NOTE FOR RAISED SPA WALL- AS AN ALTERNATIVE, VERTICAL STEEL MAY F,'c�-= 4500 Psi, AND A 15 M[L VAPOR BARRIER UNDER PO4L AND DECK, OR AS SURFACE OF POOL WALL ----•--•— 3 CONSTRUCTION CODES F DIRECTED BY LOCAL BLJILDINC COIDES. CONC, DECKING APPROVED SEAL & BE POSITIONED 3" CLEAR FROM `1;HiE VVE T SIDE (TENSION - SIDE) AS A EXPANSION JOINT LEVEL BONDBONDSINGLE CURTAIN. USE #3 VERT. / HORIZ_ AT 6" O.C. (TYP_) BUILDING AND SAFETY: i 5. KEEP GLINHE DAMP CONTINUOUSLY FOR 14 DAYS. FIN- GRADE BEAM WITH IBC 2012CSC 20J3 SEC, 5I09 AND CHAPTER 31$ 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE CRATED WITH H A WAI RF'RCOF WATER SURFACE ST�N�, PA1+EF��, PRE -CAST COPING5 LB, FELT Q♦� � IRC 201,2, CRC_ :2013, CHAPTERS I, 2. 3, 7, AND 8 SILICA PLASTER PER NATIONAL SPA, AND POOL INSTITUTE STANDARDS. OR SOIL 4 MIL, VISOLIEEN GROUT BEFORE INTERNATIONAL SWIMMING POOL AND SP4 CODE {ISPSC 2012) • V _ POURING DECLt 9' MIN: THICKNESS fSLIPSHEET) USE DOUBLE CURTAIN 7, GROUNDING PER N.E.C. OF THE STRUCTURAL REINFGRCING MUST SE INSTALLED DECK OR CAP I?' #3 VERT. BARS 6' ; N CONCRETE (OUNITE OR SHOTCRETE): ACI 318-11 ERiOR TO PLACEMENT o� GUNITE_ DECKFAT2-#3 ROND L3M. F0P WALL GTR. THAN 9" 3-#3 BARS AT 3' CLR. 2_i#3 BOND BM, 12" D.C. DECK STANDARD FOR RESIDENTIAL INGROUND. SWIMMING POOLS: JSPSC 2012, CHAPTER 8 $. GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL DR BUILDING DEPARTMENT BOND BEAM i, : + " EACH FACE OR CA TYP• L CON'C. - STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS: ISPSC 2012, CHAPTER 9 APPROVED 90% COMPACTED FILL. #3 VERT: HARE AT 12" Q.C_ _ r Sl AS - WATER SURFACE f • , PLASTER. �N.ATiONAL PLASTERERS COUNCIL (N1PC), TECHNICAL MANDAL1, 1zv'•SED 201I l #3 H I _. DECKING RECOMMENDATION #3 H{iRIZ: BARS AT \ ti TILE \ 6° u] 3' STANDARD FOR PIJI3LIC SPAS- I PSC 2012 CHAPTER 12' Q:C- THROUGHOUT f �d MASTIC FBI . - v� Ig' SPA B- PARS I2" d_C. 1. DECKING CONSTRUCTION IS SHOWN AS RECOMNENDED MINIMUM CONSTRUCTION AND �' 3-#3 BARS BOIdDJNfa Su FACE C>+ - � — {° �. � � �'. #3 AT G" O.C. " ^ STANDARD R PUBLIC SWIMMING POQE._ ISP DI2 CHAPTER r DOES NOT DEMC1NSTRATE A SYSTEM THAT 4VIL,L RESIST HEAVING DUE 10 SOIL EXPANSION. 'NEW' FILL _ q_ AT BOND BEAM #3 BARS � TILE �. - VERT. STEE� AT • OI R_ AT 12" 0 C AMERICAIN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE THE FLYING BUTTRESS DOES NOT ASSUME ANY L-IABILITv REGARDING DECK CONSTRUCTION. PLASTER 3 #3 BADS 43 VERr. BARS _ SrIRAIGHT wALr, AN'SIIAPSP-7 2006 NAT. GRADE, 'T. �... EACH WAY ♦ h �} a 2_ T-1E POOL DECK AND Yf1RI} AREA SURRClE�NDING THE POOL SHALL SLOPE A4411Y FROM THE AT 12' V.C. � � ` � r d �. f - . + • CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF POOL 8 SPA PROFFSSIDNALS ;Z 11N. #$ AVVG SOLID 6' X 6 ! ID GA. `� :t erg u, v (APSP) (703) 836-0083 (WWW.APSP,ORG) POOL STRUCTURE AND PROVIDE 2:0�6 SLIPPAGE RUNOFF. COPPER BOND CONDUCTORt� W,W,F. OR ,rr L _ r 3. EXPANSION JCJNTS IN DECKS AND COPING SHALL BE MADE WATERTJGH7 WITH AN APFRCVFD ELECTRICAL CODE: CEC 2C13, SEC. 'h u? u !B° N11N. ATrACHEQ 7O #J AWG COPPER 1�I PLASTER ANY APPLICABLE LOCAL ORDINANCES 4. PEIUI�nirFCLnNT. TRANSITION GRID AT MIN. (�+) POINTS. CONQUCT0IR SF�ALL . ff8 �'t4Y� �A� LOPI�#� W.RE I � - � #3 HORl2.• :�Ar�S � GRIP AT 12" C.S. EACH WAY 1" TYP FLOOR C� 1+, ALL DECKING ADJACENT TO SHALES 4R PEtRh1ANENT STRUCTURJS MIST !3EEPA+�ATEd WITH 12" FOLLOW THE CONTOUR OF THE PERIMETER Ste} CF. AT 12' O.C, SEC I ION WITH #3 ' {n IIhI{� t�I �} (TYP.) " �° HEALTH AND SAFETY NOTES A 112 MIN. NON -EXPANSIVE, NON -POROUS FELT OR S MILAR MATERIAL, COPING I STONE,PAVER., Et OR SOIL I� TYPICAL CANTILEVER DECK RAISEDP A] I O.C_ EACH V�AI' S, LEVEL TOP DF 130ND BEAM WITH ACRYLIC GROUT AND PLACE I5# BUILDING FELT OR f+ MIL. PD4LS WITH DIVING BOARDS SHf�LL MEET TFlE I,ISPI DIVING POOL GEOMETRIC STA!VpARpS, SEE TYP. POOL AND OR LOCAL CODES. (CSC 2013, SEC. 319-1 THRU SEC. 31B-3, AND SEC- 311313), V15QUEEN ON TOP. DECKING MATERIAL MUST NOT TOUCH COPING OR BOND BEAM, FILL ADJACENT TO POOL BONDING GRID REaUIRFM�I�I15 FOR PAVE-D AND UNPAVED -SURFACES: NOTE: PROVIDE (2) ANTI -VORTEX SECTIOhf i?RA;NS. ONE LOCATED 1N SPA FI_.OQIR � 2, PUBLIC POOLS RE{TUIf COUNTY HEALTH DEPARTMERIT APPROVAL Aldd PRDVIS10N5 FOR I-"ial'''1EOINNER POOL SHELL AND PERIP ET t'AVeD AnND UNPAVED SURFACES SHALL SE R NDEa IN ACCORDANCE AND DNE LOCATED ON SIDE OF SPA. SEAT ASSISTNE DEVICES FOR THE DISABLED. SI--IALLO�V EIN1D WITH CEC 680-26(B). a0M, 'C TO PERIMETER SURFACES SHALL 8E PROVID=D AS SPECIFIED 3" ABOV_ SPA FLOOR, PER. IAPMO POOL . SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOC4_gCODES. I_ KEEP GIJNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER MTALLATION- IN EEC 680_26(B)(2)(A) OR; n) AND SHALL BE ATTACHED TO THE POOL REINFORCINi:� STEEL AND SPA CODE. /� F ' SPA ADJACENT TO POOL. � POOL FENCING SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 2. DO NOT TLM POOL OR SPA L1GH7 ON WHEN POOL IS EMPTY. OR COPPER CONDUCTOR FBI !�T MINIMUM OF FOUR (L) POINTS UNIFORMLY SPACED 11R4UNQ I 5. PRIOR TO FILLING, THE PGOn. AND/OR SPA SHALL BE COMPLETELY ENCL.CSED BY AfS-FT. 3- Do NOT USE A 13LACK RUBBEh�.HOSE WHEN FILLING FOOL (IT STAINS THE -PLASTER). TIE A THE PERIMETEf� OF THE P HIGH FENCE AND GATES WITH NO OPENINGS GREATER THAN 4, GATES- TO BE � I RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER. SELF -CLOSING AND SELF-LATCI�ING 1�f1TH LATCH A MEIN. OF 5-FT. HIGH. WHERE THIS "P" BOULDER WT. VARIFS FROM LOCAL ODES, THE LOCAL CODES SHALL PREVAIL. (CPC 7013, SEC.' 51 I9B L,, TREES AND LUSH LANDSCAPING, LOCATI-0 CLOSE TO THE POOL MAY EVENTUALLY PRODUCE (MAX, VVT. = 185 PCF,) CRC 2013, APPENDIX G 105)- ROTS THAT CAN PUSH AGAINST THE POC]L WALL F% CAUSE THE dEC:K1NG TO LIFT. THE v,IN. PoDI_S SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND I411Q MAIN E]RAINS. BOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT, 1,%TALLATION OF A ' 7, OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. ` " "� IQ, Q FwIII , GUARD WILI HELP PREVENT ra 115 FROM C]CCLIh1INC,. 6 •� 8. ALL EQUIPMENT -4HALL BE_INSTAI,_LED PER MANUFACTURERS i�ECOfIME[#1) IONS i1lyD_IN —� - �-- -------------....._ #3_BARS-,AT. 6"_ --- -- -- -- -----. _..- - - _ .-•-' - -• - -'--- ��-___..�.� -a • — '- -- _ - � -- i - - - .:- ACCORDANCE wlTti LOCAL }�ECiULA71DN5. -.--- - -- \'�'ti 243 BEND BOND- O.C. EA. QUAY !-�!�f: J �'�1�IER LEVEL BARS � �1 . • BEAM STEEL PAf) SIZE ">,�' � � z 9, CE METAL WITHIN 5-FT. OF POOL EDGE MUST BE GROUNDED PER THE NOTE: BY THE USE OF THIS PLANE THE USER ACKNOWLEDGES THAT HE/SHE HAS READ I AROUND IT: � � CEC 201�, SEC. f�80. 8" 1hN. TH1CI(NE 5 u.I x 5' R72 6 MAX, , AND (UNDERSTANDS ALL OF THE NOTES INCI.UDED HEREIN. ' NICHE STEEL REIfNF, w - TOF OR ; R=1' 0" 4111N. THIS PLAIN IS THIS WORT( OF THE FNCII*fIEI R AND SHAt.L NOT BE REPRODUCED, COPIED, OR OTHERWISE IJSEE _ 6 MIN. INFO APPROVED „CLR X" BARS c, TOE OF p ' 3._O. WITHOUT HER PERMISSION- COINDUIT SECTION • Ln SLOPE CLR, as 1 1 I LAP 24' o ADD #S BARS AT 12` Q.C. LON ITUI]INAI 6' i�911ti, ~ � " " L I` "� �_' AT TRANSITION DOWEL INTO EXISTING z a � � THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY: `n 18" LAP I A , 71_R- n, 13i �I SPA a-NEWi FOOL ALLWI I OR - \ PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE" THOUS, ND PALMS, •. �� REINFORCE GUN•TE WITH #3 BARS f /�� `_" FLOOR I • EPDXY o� �� LA QUINTA , DESERT HOF SPRINGS. INDIAN WELLS. BERMUDA DUNES, YUCCA VALLEY, RIND INf31C) RECESSED "D" PROVIDE (2) ANTI -VORTEX DRAfNS f @ 12" O.C. BOTH WAYS ADHESIVE d �•/�� #3 AT b" O.C. LIGHT _ _ 5' CLR. WITH NSPI-APPROVED SUCTION COVERS. •4 D' SPECIAL BOTH WAYS (� MIN. FOR FOOL 2' TO 5' DEEP TABLE I LOCATE DRAINS EQUAL. DISTANCL 'L BOULDER S12t "P" PAl? S12t "�1+" 'D" STEEL "�' BARS APART FROM OUT PIPE. DOTE: INSTALL HYDROSTATIC VALVE AND � ��Q INSPEC'fJQN REINFORCING �+T �•+ AR4U+ND NIGH[* SECTION OUTLETS SHALL BE i]ESIGNFI} AND ROCK PACK AT LOUD POINT WHERE REQUIRE) � � - R-,E� � C) � POOL AND �l�STEEL 1� � � � ��Lx 1 �l� PLAN I 18' MIN. 24' DIAM. 777# 36' 50. 12" #3 AT IS O.C, , BY HIGH WATER TABLE. - � < y /., DIAM. �j (� [`{� �] �y ,y //yy [[`` INSTALLE17 1N ACCORDANCE WITH ANSI 1APSP-7 36" DIAM. 26091# 481, of I2" '#'J AT 6" V.4. � = d .7 - £1ilSTIING P(?bL f No.33446 Tx/ LAP (TYP.) b" MIN. s P-#3 BARS AND CBC 3IQ9-4,4,8, 48" QIAM. 6198# b0" SO. 12" #3 AT 4' O.C, WALL f FOOL CONTRACTOiR: HOI"9EOVUNER: / 1 RECESSED FOR POOL 5'-6" TO 8' DEEP TALE 2 LO�CAT� h1AI \ acp 5-30-ice L1GIiT FLEVATION - - NICHE PLANT I I I - N DRAINS AT LG4V POINT. F da 3'I-45 MAIN DRAIN PIPES SHALL NOT # DOWELS AT 12" O.C. VERT. AND �1DORI=SS:` C11/IV• ENCROACH INTO GUNITF SHELL. ; ALTERNATE{ IiQRI2. (MAX. TYP,) OR USE *r 44 EXFUSf_ EKIST %6 O TYPICAL P4 STEEL SPACING IN DETAIL LO IT DINAL SECTION STEEL AND LAP iFl FOR PDX c 8 `11N. DEPTH GREATER -HAN L FLE L E TON "4T LIGI�T B0 I B l � D ' l�N' FOND BEAM RETROFIT TIE STEEL PLAN VALID ONLY WITH I5 I L 1 NGINEFR STAVP SIG NAT SE JOB NO.: -EL. NO., IN BLACK INK ON PLAN " VERIFV SOIL CHAPACTERdSTICS 710"SOIL CONUI i IGNS' N07E 46, CRFbrr_17A4 rwK i oft BOULDER SIZE "P' PAD SIZE " - "0' IL," STEEL "X" BARS #3 AT 3" D.C. 24" DIAN. _ 777# 36" so, 3.6' DIAM. 2609•# A8" SQ. 14" #4 AT 6" O.C. 48" DIAM, 6198# 6D" 50- Id." #4 AT