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05-3150 (RPL)r,. P.O. BOX 1504 , 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: r�05--00003150 `44155 Property Address: TIARA PL APN: 604-141-002-2 -23269 - Application description: POOL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 25000 Applicant: Architect or ------------------ LICENSED CONTRACTOR'S DECLARATION T4hf " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT tAUG� O 12005 CITY OF LA QUINTA FINANCE DEPT. I hereby affirm under penalty of perjury t at am ensed under ' ion/of Chapter Min g with Section 7000) of Div n 3 of the Bus' ess a d rofessional ode y LiceJfsF•1effect. License Class: S 3 icense' D e Contractor: • WNER-BUIL9 R DECLARATION I hereby affirm under penalty of perjury, hat 1 am exempt frXyn 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 155001.: (_) 1, 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.). (_ 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY Thereby 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: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/22/05 Owner: ZAGORSK JOSEPH A 44-155 TIARA PLACE LA QUINTA, CA 92253 Contractor: BLUE HAVEN POOLS WCC: CLARENDON NATL WC: 08KR0000891• 03/10/06 CSLB: 618892 05/31/07 ------------- 7--------------------------------- rWORKER'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' compens6tion 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 C53 Policy Number - - --- ---- - - - - - - I certify that, in the performance of the w k for which this permit is i ued, I shall not employ any person in any manner so as to beco subject to the workers' c pensation laws of California, an gree that, if I should b e bject to the worker ' co nsation provisions of Section 00 of the Labor Cod shall hwith ply Aho rovision plicant: WAR IN FAILURE TO SECURIWORK 'C PENSATION VERAGE IS UNLAWFUL, AND SHALLSUBJECT AN EMPLOYER'TO CALTIES AND CIVI INES UP TO ONE HUNDRED THOUSANDDOLLARS (5100,000). IN ADDE COST OF CO ENSATION, 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 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, /ceion of work for 180 days wil ubject permit to cancellation. I certify that I have read this application and state that the a e inf s corre I agree t c ply with all' city and county ordinances and state laws relating to buil ' g con d her y authoriz r resentatives of this count o e er upon the above-mentioned prope for ction purp Date. .f5ignature (Applicant or Agent): - " Application Number . . . . . 05-00003150 Permit . . . . . BLDG POOL PERMIT ' Additional desc . Permit Fee 252.00 Plan Check Fee 163.80 Issue Date . . . . Valuation . . . . 25000 Expiration. Date 1/18/06 Qty Unit Charge .Per Extension, BASE FEE 45.00 23.00 . 9.0000 ---------------------------------------------------------------------------- THOU BLDG 2,001-25,000 207.00 Permit MECH POOL Additional desc . Permit Fee . . 26.00 Plan Check Fee 6'.50 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/18/06 Qty Unit Charge Per Extension BASE FEE 15.00 _ 1:00 11.0000 ----------------------------------------- EA MECH FURNACE >100K" -------------------------------- 11.00 Permit ELEC POOL PERMIT -RES Additional desc Permit Fee . . . . 45.00 Plan Check Fee 11.25 Issue Date . . Valuation 0 Expiration Date 1/18/06 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 1/18/06 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 ONLY. ALARMS/BARRIERS SHALL LQPERMIT Application Number . . . . . 05-00003150 --------------------------------------------------------------------'-------- Special Notes and Comments BE IN PLACE PRIOR TO PRE -PLASTER ` INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED IN PERMIT. Fee summary _ Charged Paid' Credited Due Permit Fee Total 356.00 .00 .00 356.00 Plan Check Total 189.80 .00 .00 189.80 Grand Total 545.80 .00• .00 545.80 LQPERMIT Total Pcrmit Fees Bin #' City of La Quillta;.. Permit A' Building &r Safety Division P.O. Box 1504, 78-49S Calle Tampico r 3�so d La Quinta, (A 92253 - (760) 777-7012 Project BuildingPermit APPiication and Tracking Sheet ' Address: A. P: Number: Owner's Name: • Legal Description: Address: ' Contractor: I C City, ST, Zip.1 Telephone: . Address. 3 t� �— /-� City, ST, Zip: �..}21 lJ . �- Project Description: Telephone: KJ b ,�•� _ Stat e Lic . # . I^ KJ City Lic. #: • Arch., Engr., Designer:. Address: " Citv,.ST, Zip: Telephone; _ State1-v L lc. #• ' C on s tru c' T• h 0 n 3 P c: A^ c cu P a n s v: - Name of Contact Person: i Project tppe (circle one):. Ne%e Add'n Alter Rcpair Demo " Telephone # of Contact Person: Sq. Ft.:\,D # Stories: # Units;. . _ Estimated Value of Project- a APPLICANT: DO 'NOT WRITE BELOW THIS LINE # Submittal �an Req'd Recd TRACKING ' Sets ss Plan Check submitted % PERMIT FEES ' 5tu Lural Calcs. Reviewed, ready for Item Amount Truss"Calcs. corrections Plan Check Deposit Called Contact Person Title 24 Calcs:. flan Check Balance Plans picktd'up Flood plain plan Construction Plans resubmitted Grading. plan h(tchanical Subcontactor List 2"1 Review, ready for corrections/issue Electrical Called Contact Person Grant Deed Plumbing Plans picked up Et.O.A. A pp""royal S.I.I. Plans.resubmiltcd IN HOUSE:- Grading PlanningA Approval Review eady for corrections/issue Developer Impact Fee Called Contact Person Pub. INTks. Appr Date of permil issue School Fees Total Pcrmit Fees ' �. j �, ,. < - ✓ e e fi. -<. n. . S , v...,5..c,.tR.awJs Yt' VMS ., n.. . , r t -. , + , . w-::: L- r . L 1 I 2 ,: , LOCATIONS. _ GLAZING N ` HAZARDOUS :LOCA , _- I H NERAL NOTES I , . GE _ I TY ALL _, NON .EXPANSIVE EXPANSIVE I 1 VENTURA COON I IN , IRED 6 BAR BONG $EAM RE _ QU 6 4 BARS I SOIL, , ., ' .. i ZING SHALL COMPLY WITH THE LATEST:: ADOPTED . :SOIL L 'WHE :RE REQUIRED BY THE OFFICIAL, GLA N N QU ACCOMPANIED BY A CLEAR PLOT PLA , STRUCTURAL PLAN MUST BE ACCO A ED AL, ,' NT RECOMMENDED: PER DETAIL 8 . - ., L THIS STANDARD POOL STRU :DECKING MUST BE INSTALLED APPROVED SEAQ TABLE #) ( ,. OS FOR THE gTY_OF L _' B ND BEAM. _, BOND BEA M W 4 3 , F / _. : INCLUDING L Y.ADOP AMENDMENTS. SLOPES AND EDITION OF CBC'SECTION"24064 ITEM 9 DIN OCALL TED , DISTANCE 0 PROPERTY DN SL E PA AP -DEPTH AND D S T P r SHOVING POOL &ORS 5H DIVALENT -E DIVALENT : E. L I I N IVE SOIL. EQ Q , 'W EXPA S INCE W DTL REQUIRED IN ACCORD: - , > ONLY. / ANGELES I N0. 1 . L `BARS'PER TABLE : E 00 LOCATION ALL COMPLY WITH THE GRADE. ` TY OF LOS AN THE POOL LOC SH G A 'STRUCTURES. IN THE a GELES, .. - R A GLAZING WHEN ALL ; FLUID PRESSURE FLUID 'PRESSURE - 1. GLAZING IN WALLS AND FENCES USED AS BARRIER SHALL `BE SAFETY GLAZ N I RO FOR N ERNARDINO COUNTY POOL APPROVED N ZONING CODE IN B C DETAIL ; 12. CITY OF LOS ANGELES ZON SA L-, PIG ; -, _ E FOLLO NG CONDITION ARE PRESENT. COPING _ - OF THE MA S l : # SLOPE DECKING 1/8 _ _ II 1 _ 0 P.C.F. 45 P.C.E I , _3 I I EAS AND THE ONLY A'SgLS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AR PRIVATE R QU A.' TT G OF THE NG 15 LESS III SIDE ABOVE THE POOL SIDE OF THE GAZING. I _ • BARS BENT .THE BOTTOM EDGE E GLAZI I, R FO `. - 0 4 PE OT I T T AN NARDINO COUNTY ZONING CODE OND BEAM SEE .TABLE N0; 1 - POOL LOCATION SHALL COMPLY MATH'THE S BER I B B a WI T OF A' SWIMMING POOL OR SPA DECK `AREA B. THE GLAZING IS 1FIN 5 FEE ' SEE TL 1 48 O.C.O D , r. ti _ ; POOL _ Mnrvv+Ur RELYING I AWAY FROM ',_ T INSP THE`SI &.ARE EL ENGINEERING INC: HAVE NO ECTED SITE 2: ON REPRESENTATIVES OF E EERI T 12. I BARS VERs CA E III .I I & DE AIL #3 L _ _ DETERMINE E ADEQUACY OF , E CONTRACTOR OR OWANER'TO DETE TH ON INFORMATION PROVIDED BY THE TR W ,t--WATERSHOTCRETE INSPECTION , , _ , CONTINUOUS SHO „ _ . 'DRI IN ' SE- TABLE NO. 2 1 �� E CONDITIONS SHOULD SITE ( N FOR THE ACTUAL SITE STANDARD POOL PLA . : THIS S ANDA L 7 3 CLR. � , �- ,. HA INSPECTED BY A`SPEgAL WFI E" UIRED ALL' PNEUMATICCONCRETE PLACEMENTS LL BE C N ER REO OND LINE. STRUCTURAL PLAN IT IS THE , _ S VAR FROM THAIf COVERED BY THIS'STANDARD POOL : . a CONDITION Y , _ _ INSP ECTORHN CONFORMANCE WITH UBC CBC SECTION 1701 WHO SHALL SUBMIT A STATEMENT v ENGINEERING INC AND ACT OR THE OWNER TO NOTIFY EN BEAMS ' , RESPONSIBILITY OF THE CONTR OR 0 COPING NOTE. ,. 2 12 o N `COMPACTED ,. ¢COMPLIANCE.WITH P /S AN SPECIFICATIONS. THE`FOLLOWING AGENCIES AMONG J INDICATING THE LAN D S. IN ETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL 7 o OBTAIN APPLICABLE SPECIAL .ENGINEER G D c� w INSPECTION. OTHERS REQUIRE CONTINUOUS ND M HORIZ. 'BARS BO BEA - R. AND POOL ENGINEERING - CL V T FLUID PRESSURES FILL VALID ONLY FOR STATED E ALEN z z `DETAILS 'ARE QUI" 0 a M 4 -Q M PER ABLE S #3 BOND BEA T � REPORT. E DEPARTMENT OF ` ILDING & OR CONTRACTOR OBTAIN A SaLS OF ` S ANGELES..... SPECTOR:MUST BE APPROVED BY TH DEPAR BU C `% INC RECOMMENDS THAT THE OWNER C A. CITY LO IN ENT `MAY BE OVER OR UNDER 1 II z BAR � _ C5 ARS. B \9 " z #3 (EXPANSIVE SOIL N0. 1 I srnvE EXP , OWING R DETAILS WHEN THE FOLLOWING SA PER RGA 14-67. ,r N7 OUT ADDITIONAL SURCHARGE ET SAFETY, z IS PLAN ISNOT VALID TH L LS _ 3. THIS .. w I L` ARS. .- � ` I VERTI A B _ C T o .- _ I N D RAINAGE DETAIL Z , w .. I THROUGH RTICAL OF THE C8 SECTION 1806 5.2 OUCH B. COUNTY OF VENTURA. , RTICAL VE # CONDITIONS APPLY PER LATEST ADOPTED EDITION E C E ,.». J VE �L CON I .; J \ . R t r Vl z a .' 11 x 3 m Hl7t CH ..TABLE IN. IS 2 2 . A CULVER -CITY.-CYPRESS, .FULLER MOSA :BEA �- ', M LOS COUNTIES, D MIN. 1 1 & X M 1 C THE anES OF. BEVERLY HILS COST TON I STEEL STEEL F < i= 1806.5.4. IN VENTURA L S /2 /) MESA ESS o ( Q EXPANSIVE , . 3 a - x ti - O J HIL E' ELSINOR 'LONG BEACH EWPIXN > BEACH :U -HABRA `U PADA LACUNA LS LAK ,. ' I N T a !1f RVA, A, E, _ i „ " � " SOIL m , NO., 2 - ' t REQUIRED WHEN SPECIAL DETAIL RE C � Q w � xWESTMINSTER. , ', RC CH STANTON,STANTON`:TUSTIN`VILU ARK & 5 - 3 � 12 ,-5 3 0 12 `LOS ALAMIT MISSION VIEJO NO 0 SEAL BEA : ....512.. � � ¢ ALLOWABLE co # F / c� 9 x D ¢ o CONDITIONMIN.' . _5 fr w N 36. b 1 0 5 t „ 6- a.. 4'0" -N ' III I I - :Q Q 0 X a z 3 l" 1f 40f : ' 1f 0 5 5%"#3012 5t „ 5 ti�' x 8" #3 0 4- f _ �f I x 81 Q s . " -. UNDISTURBED SOIL ,. , . WAY AROUND ., I c� 4 i .,:: 6 � , , ; :MIN. 46 1 ... 0. 5 8'6" 5 3 ®6 - 1000 PS F MIN. BEARING, VALUE. , ', ,:-..off 11 a , w ,, Q O EQUIV., IV:, FLUID v, • QU p i>J' ;'.'"PRESSURE = P.C.F. 62.4 P 5 0, -- 1 6 6 " : 6 " ": 5 6 2 06" . SYSTEM INSTALLED. WITH. „ 6 t4" 6'0' 8" 1 7-; 7" - ,MAXIMUM. 7 %" #3 0 3" SII _ o � 714" 7'0" ISI 1 , 60" 2f6 ;.6 P 7t ; _ ,: EATING. . ; -Q.A. AT LEAST 36",:PIPE BETWEEN FILTER :& NEATER i<OR FUTURE SOUR HEATING.'-- x 8' II P 0 � P T BE Q- � t 0 , . COPPER GROUND WIRE'FROM LIGHT NICHE 1. =�ISTALL` N0. 8 C I r :fel h 4, 1f 66 .3 -0 " 6 OR OUTDOOR SPA. B ."COVER. FOR OUTDOOR POOLS OU B. $ " „ ,, .. :: c' � "" CHANGED , I t " v T SEE P o 0 0 v� 3 6"s" O CORNERS.- REMAINDER.01F JOINT " k st I ;' UNIFORML . ,�" TABLE I` F, , I ,.. : TO :POURING DECK.. - :; .. - :, <,...,. IN "STYROFOAM OR :OTHER I - - MATERIAL I I-II . I ISI .- -; - - i11-' ,>. ..,. ` .. _. • <... - AN AT:SKIMMER,.;,; „ SWIMMING POOL LIGHTING T7XNRES'SHAl1 COMPLY WITH : ,2- , APPLICABLE UNDERWRITERS LABORATORIES REQUIREMENTS . SEE TABLE .. -I I IS LESS THAN H/6 20 .MAX. FENCING :AND BARRIERS 7 8 _ � 4 0 6 � ' I 676 `. FOR LIGHTING FIXTURES U.L, STANDARD 676. 3 0 6 �.C. " � 0 E APPLICABLE TO NON t - 4. THE STANDARD POOL STRUCTURAL PLAN ISNOT INTENDED T B , ' N0. L' I III ; . ,, 06" „ . I 03" VERTICAL STEEL. 4_0z 03" iO3" TELY ENCLOSED ED BY 5 MIN. HIGH ITEMS BUT NOT LIMIT -TOP PLUMBING, ELECTRICAL, FENCING, CONCRETE 1.PRIOR TO FILLING, THE POOL OR SHALL BE COMPLETELYMPLE' D t^ VERTICAL; STEEL- =: 2'6" 5t #3 0 12 3'0" : 6- t VERTICAL STEEL 4'0" 6" #3 0 6" 51/z #3012 7" 5%"#3012 5'6" 8" 5 ti�' 6'0" 8" #3 0 4- 7'0' 81 5t�" WAY AROUND ., I 5 t� #3 0-6' 8'0" 10" 1. SYSTEM 1S CERTIFIED WITH 7 8% THERMAL: EFFICIENCY PER LATEST ADOPTED ANSI STANDARD ' �EXXN I STR CTIONS ON ENERGY 8'6" 10" " � " , 'L/ M o A _ � '� i N . - io - 1 �:CIAL a w Tl IS LESS THAN POOL DEPTH D.' IN THE CITY OF SAN DIEGO, PNEUMATIC CONCRL-IE WORK NOT FULLY SUPPORTED ON MAX.AX4 DETAIL ` OR 7.5M . INSPECTION AND VISUAL EXAMINATION FOR STRUCTURAL / ( /) EARTH MAY REQUIRE CONTINUOUS REQUIRED WHEN 'H' OU CRE SOUNDNESS OF IN CE PNEUMATIC CONCRETE SO PLA TOE OF SLOPE IS LESS THAN 10 W=5'-0" . W=6'-0" D t VERTICAL STEEL t VERTICAL STEEL t VERTICAL STEEL �o I 2'0" "FOP OF TITLE. 24 51/z #3012 5%"#3012 5%"#3012 I I 5 ti�' I O I 5%" .. SLOPE D H MANDATORY REQUIREMENTS FOR POOL &SPA HEATING SYSTEMS :& EQUIPMENT. 5 I 5t�" WAY AROUND ., I 5 t� #3 0-6' t I -I I 9 1 S 1. SYSTEM 1S CERTIFIED WITH 7 8% THERMAL: EFFICIENCY PER LATEST ADOPTED ANSI STANDARD ' �EXXN I STR CTIONS ON ENERGY 4'0": 6" " � " , 5 * #3 '0 6" 5 t4" #3 0 6" 4'6' Q O 6" #3 0'4" - INSTRUCTIONS WEATHERPROOF OPERATING REA OFF SWITCH WE TI I DILY ACCESSIBLE --�---�-F==--- TING D NO PILOT LIGHL EFFl CIENT OPERATIONS NO ELECTRIC RESISTANCE HEA AN 6" 50» 7b 6%"1 6" #3 0 4" 6" ' #3 0 4" _ - r 2 I. 06" . SYSTEM INSTALLED. WITH. „ 6 t4" 6'0' 8" 74' " 7-; 7" 6'6' 814"1#3 0 3" 7 %" #3 0 3" 2.' IS , 714" 7'0" 9" '8' 8' ' 7 t4" #3 0 3" P 9" 7 _ ,: EATING. . ; -Q.A. AT LEAST 36",:PIPE BETWEEN FILTER :& NEATER i<OR FUTURE SOUR HEATING.'-- x 8' 8" . COPPER GROUND WIRE'FROM LIGHT NICHE 1. =�ISTALL` N0. 8 C I " . � ;< , _ 19tH OR OUTDOOR SPA. B ."COVER. FOR OUTDOOR POOLS OU B. 8j 8" „ ,, .. :: c' � "" 03" 03" , I t " <v d; tv o 0 0 v� ,P T ON UMP TIME 'SWITCH TO PERMIT OFF M DIRECTIONAL INLETS & A pRCULAn P I 3. POOL SYSTEM HAS DIRE ON O CORNERS.- REMAINDER.01F JOINT " k 3 CLR. (CAL I ;' I ., ,�" '. AI RE IRED WHEN SPECIALDET L REQUIRED Q OPERATION. PEAK E , , I ,.. : TO :POURING DECK.. - :; .. - :, <,...,. IN "STYROFOAM OR :OTHER I - - MATERIAL I I-II . I ISI .- -; - - i11-' ,>. ..,. ` .. _. • <... - AN AT:SKIMMER,.;,; „ SWIMMING POOL LIGHTING T7XNRES'SHAl1 COMPLY WITH : ,2- , APPLICABLE UNDERWRITERS LABORATORIES REQUIREMENTS . VERTICAL IS LESS THAN H/6 20 .MAX. FENCING :AND BARRIERS #3 FOOTING RECOMMENDED -EXP' , u .. � ' I 676 `. FOR LIGHTING FIXTURES U.L, STANDARD 676. 3 0 6 �.C. " irttlae rnINTY` 0 E APPLICABLE TO NON t - 4. THE STANDARD POOL STRUCTURAL PLAN ISNOT INTENDED T B , , ; . ,, 06" „ . I 03" VERTICAL STEEL. 4_0z 03" iO3" TELY ENCLOSED ED BY 5 MIN. HIGH ITEMS BUT NOT LIMIT -TOP PLUMBING, ELECTRICAL, FENCING, CONCRETE 1.PRIOR TO FILLING, THE POOL OR SHALL BE COMPLETELYMPLE' I DEEP & BELOW.fc 'STRUCTURAL `INCLUDING 'SPA DECKING AND POOLGEOMETRACS. FENCING 8'GATES WITH NO OPENINGS GREATER THAN 4. GATES TO BE SELF-CLOSING & ` NOT, HIGH WHERE THIS VARIES FROM LOCAL CODES THE RECOMMENDED MINIMUM CONSTRUCTION AND DOES :'SELF UICHING WITH' LATCH'A MIN OF 5 5 ' ING' ONSTR CTION IS SHOWN AS ECOM DECK C U 80 ' 4-6 6 9 ' L - I �L Ii _ VI TO SOIL EXPANSION. C OD S SH .:PREVAIL i � III I - A SYSTEM THAT WILL RESIST HEAVING WE LO ALC E ALL I I a :HORIZONTAL STEEL. 3 tr DEMONSTRATE - I J - a t „ - l 0 0r 6. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM RIERS ALL COMPLY MATH "THE LATEST ADOPTED , EN E UIRED BY BUILDING OFFlq BAR SH - 2WH R Q THE AL, " 6 9"^ 0 12" O.C. TYPICA - 8'6" 5' 0 - � BARS L. AND LOCAL ORDINANCES _ , DM - � BUILDING CODE CBC L 1 APPENDIX CHAPTER, 4 INCLUDING LOCALLY ADOPTED AMENDMENTS. VERTICAL STEEL. SEE � �. EDITION .OF THE CBC -'SECTION 42 , P CH TED _ a; ....._III II -I I II - _ COAL STEEL VERTI Z ARD MANUFACTURER 5 P OOL GEOMETRIC . POOLS WITH DIVING BOARDS 5 HALL -MEET DIVING BO - ,, CONFORMANCE WITH , I ARERE REQUIRED 1N C FORM 'PROTECTIVE BARRIERS CE TABLE NO. L _ _ A. 1N THE aTY OF i0s ANGELES. QU S. _ _III_. ,. ,, _ 1 NOTE. TABLE NO. N0. 2 LOCAL (CODES. SEE STANDARDS AND/OR L _ - ST ? . > >, / CnON `91.6103(A). cr 1H LOS ANGELES CITY BUILDING CODE,SECTION I 1 E �I „ ro 2 4 MIN. � " TH OCAL CODES: ' IN ACCORDANCE WI L SI RAMP INSTAl1ED _ 4 MIN. CH DE OF TY IPMENT SHALL. BE _ A REIN TO EXTEND 2 EA 8.'.SIGNS &SAFE EOU ', :.NOTE.. � EXTR R _. 11.50 of THE os BARRIERS'RE !RED BY CHAPTER L IN B. IN:THE COUNTY OF LOS ANGELE OU EL 24 M I HORIZONTAL SIE OR Y AND PRONSIONS F _: LIC POOLS REQUIRE COUNTY :HEALTH 'DEP DEPARTMENT APPROVAL WA HORIZONTAL STEEL 9. PUBLIC TRANSITION LL HORIZ QUIR „ TIL' ARS MAY OND BEAM HORIZON B R B 5-0039 SHA[L':BE.RE EO N HEALTH AND SAFETY CODE `AND ORDINANCE 9 REQUIRED. ®12 O.C. (TION' WALL ANGELES COUNTY H BARS TRANS I _.E (DISABLED. ASSISTIVE DEVICE l #3 `. 1 ` THICKNESS.: D.C.D ARS ®12 0 FLOOR STEEL 8 I ;P TO FL S THE SWIMMING POOL SITE LAN ,. VERTICAL BAR ,. TS SHALL TO E SWI <$E OVER OR UNDER THESE BARRIER RE EMEN .. � QUIR _ 1 EN ONS'ATJOB SITE LL FlE CONDITIONS'& DIM SI ' AILL VERIFY A LO NESS_ TRACTOR OR OWNER SH , TO,FLOOR STEEL THICK 10. CON -, .: T BARRIERS cRE REQUIRED IN CONFORMANCE PATH COUNTY , VENTURA,PROTECTIVE ARE OU .:; C. IN THE C OF TUR P (CAL' INCLUDING ALL SPECIAL DETAILS. A, rr TYPICAL _ ,. . ! VENTURA"COUNTY.BUILDAVG CODE 1998 :ARTICLE 3 :CHAPTER 41 -SECTION 41.6. , _ ELECTRICAL AND PLUMING ,( ) F E I 62.4 PC MF CONFORMANCE WITH TH SOIL DIEGO" PROTECTIVE BARRIERS ARE'RE (REO CON EXPANSIVE D. IN THE CITY of SAN Qu NO DECK SECTION EX D , CONFORMANCE WITH THE LATEST ADOPTED EDITION ON OF THE < -: NOW .DEEP END RA MP 3 1. ALL ELECTRICAL SHALL BE IN .CONE 2 SHAL SAN (EGO TEST_AD OP BUILDING -CODE AMENDMENTS IN DIVISION 84. ALL DOORS 'ND ARD "'WALL SECTION : , g1Y.OF D LA TED .STA 130 (EXPANSION INDEX U TO : EXPA S cnoN 680 - OR HIGHLY EXPANSIVE SOIL CALIFORNIACALIFORNIA-ELECTRICAL:: CODE SE ALL. BE IP 1H WINNING SH EQUIPPED : . P EDITION , ,PROVIDING DIRECT ACCESS FROM THE HOME TO E S POOL. PEO 2. ANY METAL:. YATIHI N S OF POOL MUST BE PER THE LATEST ADOPTED ED »' - SELF-LATCHINGDEVICE WITH A RELEASE , 0 MIN. WITH AN EXIT ALARM AND A SELF-CLOSING, :SELF LAC : V1' 3' : _ELECTRICAL C CALIFORNIALIFORNIA CTR ODE - OF THE cA ELE ( PRESSURE 'LOWER. , ` . T FLUID PR I. DIVA N L ...E LE THE FLOOR_. STORY WOOD - N THAN 54 ABOVE 2 S OR - 'MECHANISM PLACED 0 , I AM M ON D DIAGRAM . , TYPICAL R EBAR I- P NITS ALONG HATH POOL B UILDING PERM I AL ND PLUMBING ER D CKING . MINIMUM . -� ' 3. OBTAIN ELECTR C A E _ I F INCE S RE'RE (RED iN`tX)M ORM IMO " PROTECTIVE BARRIERS A .F N SAN ERNAD P REQUIRED 45 P.C.F IN`THE COUNTY OF e E. I ABLE N0. 5 , �-- FRAME BUILDING T , r' �.�� ninie Al i onni , f=nlr_InIG�Rwr_ ar�r nFTeu`c -r�r �.:, ,,.,:,r .:..�.....r 4 ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE WITH LOCALREGULATIONS. 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. 7. GAS PIPING TO BE IN CONFORIMANCE WITH LATEST ADOPTED EDITION OF THE CALIFONIA PLUMBING CODE SECTION 1210.1,1. 8. CONTRACTOR 1S ADVISED TO DEFER TO SECTION 115928 OF THE CALIFORNIA HEALTH & SAFETY CODE FOR PROPER INSTALLATION OF THE POOL' DRAIN SYSTEM. STRUCTURAL NOTES 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 907. COMPACT FILL, THIS PUN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT-FlLL' TRANSITIONS. . 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR 13 BARS AND 14 BARS. !SPLICES TO BE LAPPED '24':MIN. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS B 1/2'. 3. (1) #4 BAR IS EQUIVALENT T01 AND MAY BE USED IN PUCE OF (2) f3 BARS, WITH THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS 14 BARS AT 18' O.C., '- 4. THE PLAN TABLES SPECIFY THIE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF: THE INSTALLER, THERE MAY 81E MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL STRUCTURE 5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA' ELECTRICAL CODE) OF THE STRUCTURAL, REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CBC SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS, AND CONSIST OF I PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS OF WATER PER SACK OF: CEMENT. <' WTH .SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SV49MING POOL ENCLOSURE' STANDARD PROCEDURE. CITY OF " LOS ANGELES "SPECIAL ; NOTES THESE; NOTES ARE ONLY APPLICABLE IN THE CITY OF LOS ANGELES. 1. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF '91.31B DIV -AND P/BC 2001-14. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PSI. COUNTY OF LOS ANGELES SPECIAL NOTES IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT; OF PUBLIC WORKS, 13LMLDING & ' SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN. CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING COOE'(LACBC) VENTURA COUNTY SPECIAL'NOTES THESE NOTES ARE ONLY APPLICABLE IN VENTURA COUNTY., I. 1. DECK TO BE REINFORCED WITH #3 BARS 0 24' O.C. EACH WAY. ' A. DECK BONDING, WHEN DECKS ARE TO 13E INSTALLED;' WHETHER STRUCTURALLY REQUIRED OR NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER MATH THE POOL" SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH THE POOL WATER RECIRCULATING SYSTEM & 1WTH MISCELLANEOUS METAL ACCESSORIES, SUCH AS POOL SLIDES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE VWTH NEC SEC:'680-22. 2. 115' -DEEP PERIMETER FOOTING IS REQUIRED. 3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' MADE DECK "IS INSTALLED. 4. MINIMUM DECK WIDTH IS 4' UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT PROPORTIONAL TO THE REDUCTION IN DECK WIDTH. 5. WHEN DECK SUB -GRADE SOIL HAS AN EXPANSION INDEX > 91 .SATURATION TO 18' MINIMUM ` DEPTH IS REQUIRED. W=3'=0' W-4'-0" W=5'-0" . W=6'-0" D t VERTICAL STEEL t VERTICAL STEEL t VERTICAL STEEL t VERTICAL:_ STEEL ; 2'0" 5;"#3®12 51/z #3012 5%"#3012 5%"#3012 2'6' 5 t�" 5 ti�' 5 t� 5%" 3'0" 5 514' "- 5t�" WAY AROUND ., 3'6" 5 t� #3 0-6' 5 tii #3 0 6' S '- " MPMAMS DECK 4 0 MIN. I 4'0": 6" " � " , 5 * #3 '0 6" 5 t4" #3 0 6" 4'6' 6 #3 :0 4" 6" #3 0'4" 6"; 6" 50» 7b 6%"1 6" #3 0 4" 6" ' #3 0 4" 5'6' 714"17" 06" 614" 6 t4" 6'0' 8" 74' " 7-; 7" 6'6' 814"1#3 0 3" 7 %" #3 0 3" 7 tiC #3 0 3" 714" 7'0" 9" '8' 8' ' 7 t4" #3 0 3" 7'6' 9" 7 814' 8' 8" . COPPER GROUND WIRE'FROM LIGHT NICHE 1. =�ISTALL` N0. 8 C -; : :. " . � ;< , 8'6" 19tH 9" 8j 8" ACCORDANCE WITH LOCALREGULATIONS. 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. 7. GAS PIPING TO BE IN CONFORIMANCE WITH LATEST ADOPTED EDITION OF THE CALIFONIA PLUMBING CODE SECTION 1210.1,1. 8. CONTRACTOR 1S ADVISED TO DEFER TO SECTION 115928 OF THE CALIFORNIA HEALTH & SAFETY CODE FOR PROPER INSTALLATION OF THE POOL' DRAIN SYSTEM. STRUCTURAL NOTES 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 907. COMPACT FILL, THIS PUN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT-FlLL' TRANSITIONS. . 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR 13 BARS AND 14 BARS. !SPLICES TO BE LAPPED '24':MIN. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS B 1/2'. 3. (1) #4 BAR IS EQUIVALENT T01 AND MAY BE USED IN PUCE OF (2) f3 BARS, WITH THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS 14 BARS AT 18' O.C., '- 4. THE PLAN TABLES SPECIFY THIE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF: THE INSTALLER, THERE MAY 81E MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL STRUCTURE 5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA' ELECTRICAL CODE) OF THE STRUCTURAL, REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CBC SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS, AND CONSIST OF I PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS OF WATER PER SACK OF: CEMENT. <' WTH .SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SV49MING POOL ENCLOSURE' STANDARD PROCEDURE. CITY OF " LOS ANGELES "SPECIAL ; NOTES THESE; NOTES ARE ONLY APPLICABLE IN THE CITY OF LOS ANGELES. 1. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF '91.31B DIV -AND P/BC 2001-14. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PSI. COUNTY OF LOS ANGELES SPECIAL NOTES IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT; OF PUBLIC WORKS, 13LMLDING & ' SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN. CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING COOE'(LACBC) VENTURA COUNTY SPECIAL'NOTES THESE NOTES ARE ONLY APPLICABLE IN VENTURA COUNTY., I. 1. DECK TO BE REINFORCED WITH #3 BARS 0 24' O.C. EACH WAY. ' A. DECK BONDING, WHEN DECKS ARE TO 13E INSTALLED;' WHETHER STRUCTURALLY REQUIRED OR NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER MATH THE POOL" SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH THE POOL WATER RECIRCULATING SYSTEM & 1WTH MISCELLANEOUS METAL ACCESSORIES, SUCH AS POOL SLIDES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE VWTH NEC SEC:'680-22. 2. 115' -DEEP PERIMETER FOOTING IS REQUIRED. 3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' MADE DECK "IS INSTALLED. 4. MINIMUM DECK WIDTH IS 4' UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT PROPORTIONAL TO THE REDUCTION IN DECK WIDTH. 5. WHEN DECK SUB -GRADE SOIL HAS AN EXPANSION INDEX > 91 .SATURATION TO 18' MINIMUM ` DEPTH IS REQUIRED. TOTAL HEIGHT "- H 2' 3' 4' 5' 1 6' 7', a 10' J 111' NON-EXPANSIVE5t/ BARS EACH ':.:' MIN." 6`. LIGHT. 6" 6t� 8" 91� 11" 12" 12" -SOIL _ d- WAY AROUND ., CITY OF '- " MPMAMS DECK 4 0 MIN. I VERTICAL #3 #3" 3 #3 #3 NICHE. 3' CUR. #3 #3 #3, 3 '' LOS ANGELES , IN. - DEEP REQUIRED SLOPE 1/$ -,1/4 PER FOOT APPROVED` SEALANT` 1 2 . MIN'DEPTH / '1 12" - 06" - . - :., > 06" TYP_ 06" EXPANSIVE SOIL, r DRAT 6" , I 1H d 7" „ . 9" NOTES ' 111 11t 3 1 2 #3 NOTE. EXPANS ION :JOINTS d _ - 1 = �! 1,0 3 BARS. O , #3 : , . COPPER GROUND WIRE'FROM LIGHT NICHE 1. =�ISTALL` N0. 8 C -; : :. " . � ;< , � . ,, „. ^1, , , (� IN•OECK REQUIRED 1 I • � 10,-70,: O.C. & : t I I i d d , „ ,, .. :: c' � "" 03" 03" , :TO BRASS CONDUIT TO POOL REBAR, OR NON-METAWC .CONDUIT CAN BE USED WITH INSULATED NO. :S COPPER MARE INTERIOR W/ APPROVED POTTING COMPOUND'' t " 5 o 0 0 v� __ 1 SATURATION ', RECOMMENDED PRIOR O CORNERS.- REMAINDER.01F JOINT " k 3 CLR. (CAL 5":MIN. ;' PER THE N.E C. OR GEC -:•> - ,o ffi ,�" v w .. w ;. I ,.. : TO :POURING DECK.. - :; .. - :, <,...,. IN "STYROFOAM OR :OTHER I - - MATERIAL I I-II . I ISI .- -; - - i11-' ,>. ..,. ` .. _. • <... - AN AT:SKIMMER,.;,; „ SWIMMING POOL LIGHTING T7XNRES'SHAl1 COMPLY WITH : ,2- , APPLICABLE UNDERWRITERS LABORATORIES REQUIREMENTS . VERTICAL #3 #3 FOOTING RECOMMENDED -EXP' , u .. � ' 676 `. FOR LIGHTING FIXTURES U.L, STANDARD 676. a irttlae rnINTY` ,, I • a» ' - ,FOR:EXPANSIVE SOILS. •s CONCRETE "SNAIL NOT TOUCH ;rrolar_ no arwn aFeM ; . ,, 06" „ . TOTAL HEIGHT "- H 2' 3' 4' 5' 1 6' 7', 8'-- 9': 10' J 111' NON-EXPANSIVE5t/ 2 6`. 6" 6" 6t� 8" 91� 11" 12" 12" -SOIL - -` E.F.P. `= VERTICAL #3 #3" 3 #3 #3 3 #3 #3 #3, 3 30 P.C.F. STEEL 012" '1 12" 2 06" 06" 06" 06" 06" 06" EXPANSIVE SOIL, t 5t,�" 6" , 6" 7" 8" 9" 10 or I 01 111 11t VERTICAL #3 #3- 3 3 #3 #3 J13 #3> 3 3 45 P.C.F. STEEL 012" 01 210M1 2 06" 04" 04 03" 03" 03" 03" NIgiLY-EXPANSIVE t " 5 6" 6" 7" 8" 9" 1 " 0 11 12" 12 1 oR No DECK . ,�" =E.F,P.. = ., VERTICAL #3 #3 #3 #3 #33 #3 #4 #4 #4 62.4:,'PC.F. STEEL 012 ~012" 06" 06" 04" 03" 03" 04' 03" iO3"