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09-1093 (RPL)P.O. BOX 1504. . 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 09-00001093 - Property Address: 81580 SHACKLETON WY APN: 767-200-998-46 -330762- Application, description:- POOL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 50000 T4ht . 4 44" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Applicant: Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: C27-1753 License No.: 635896 "` � �'� or. " OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt -from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Codel 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 -10 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 ofcompletion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I _ 1 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 contractors) licensed pursuant to the Contractors' State License Law.). (_ 1 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 Address: ,s LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/14/09 Owner: TAORMINA 81580 SHACKLETO LA QUINTA, CA 9 A�:QCT 15 2009 , Contractor: DUNN'S DESERT L 74866 LENNON PL, STE A PALM DESERT, CA 92260 (760)773-9177 Lic. No.: 6358.96 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 of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier DELOS INS - Policy Number 03DKRM12000717 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 sh 1 orthwith comply with those provisions. J�6te: /WARNING: FAI RE 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 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 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 county to enter upon above-mentioned property f nspection purposes. teC () ature (Applicant or Agent): Application Number . . . . 09-00001093 Permit BLDG POOL PERMIT Additional desc . Permit Fee 414.50 Plan Check Fee .. 269.43. Issue Date Valuation 50000 Expiration Date 4/12/10 Qty Unit Charge Per Extension BASE FEE 252.00 25.006.5006 THOU BLDG 25,001-50,000 162.50 Permit MECH POOL Additional desc . Permit Fee 26.00 Plan Check Fee 6:50 Issue Date Valuation 0 Expiration Date 4/12/10 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 1 Permit Fee :- 45.00 Plan Check Fee 11.25 Issue Date Valuation- 0 Expiration Date 4/12/10 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' 51.00 Plan Check Fee 12.75 Issue Date . Valuation 0 Expiration Date 4/12/10 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 6.0000 EA PLB FIXTURE 18.00 3.00 3.0000 EA PLB WATER INST/ALT/REP 9.00 3.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 9.00 ---------------------------------------------------------------------------- Special Notes and Comments SPA, DRIVEWAY FOUNTAIN & GUEST FOUNTAIN. LQPERMIT Application Number . . . 09-00001093 -- -- ------- Special Notes and Comments ALARMS/BARRIERS SHALL BE IN PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT - ENCLOSURE 140T"INCLUDED.-2007 CODES. -------------------_------------------------------------------------ Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 2.00 Fee summary Charged Paid Credited' Due Permit Fee.Total 536.50 .00. .00 536.50" _ Plan Check`Total 299.93 .00` .00 299.93 Other Fee Total 2.00 .00 .00 2.00 Grand Total, 838.43. .00 .00 838.43 LQPERMIT Bin City r of La Quints Building & Safety Division Permit # P.O. Box 1 SO4, 78-49S Calle Tampico �A \000 (1 L3 Quinta, CA 92253 - (760) 777-7012 Building Permit Application and .Tracking Sheet Project Address: Owuer'a Dame: A. P. Number: Address: 1• S 0 Legal Dtscription:r City. ST, Zip: ` G ContractortuaA/CsC)e&6Q1, P0,01 Telephone: —&- Address: Pbcc— rl !'roject Description: V City. ST, Zip: & Telephone: � 0 � � T ?Cmity State Lic. 0s (p Lic. M: Amh., Engr., Designer. Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Liu. µ: Project type (circle one): New Add'n Alar Repair Demo Narnc of Contact Person: DAye, kA Sq. Ft.: os d Units: Telephone 11 of Contact Person: '740— 5"^ Eslimaled value of Project: SO APPLICANT: 00 NOT WRITE BELOW THIS LINE M Submittal Rev'd Roe'd TRAC"IaNG PERMIT FEES Plan Sets Plan Check submitted It,, Amount. Structural Cates_ Reviewed, ready for corrections Plan Cheek Deponit Truss Craks. Called Contact Person Plan Check Balance Energy Cates. Plans bieked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan Y' Review, ready for correctiousPa"ue Electrical Subeontaetor List Called Contact Perron Plumbing Crypt Deed P4ans picked up S.M.I. H.O.A. Approval Plaits resubmitted Grading IN HOUSE:- '" Review, ready for corrcctionsrutsue Dcvdoper Impact Fee Planning Approval Called Contact Persou Pub. Wks. Appr Date of permit issue School Fees Tocol Permit Fees 10/10 39Vd 1d3G 9019 t11NIno di TTOLLLL09L 90:80 800Z/CZ/60 r s ..• all MEAIWJ W AM al � k, ME �w�rw� T��■ai�r�s��+r. ITi I T (1 I'�I yid �- r r � • �� :- •� ��'��'�\� mAq y,I w� 1p .. - - 140, ,tow � 6 ..�.► i.�.. yj, �iaO r J Mg W �e lie �� __-._ ..r 1111111111(IIII - :` (r te; ■ ■.a��---�r�.d.L.t�:�J_1_1�.J--n (ITTII��r t t 1 t t t 1 i M yam �_rQ ►,,.� tel• .■�i �i�Is WA W1 1 1/A ., � � i fir •r(1•- r ��■ /`�■.>si•i rfyirifrTlrYi. '�■ �'�i.-r Will, �r ?■��,�) -•t■ 1I►.,, ■■r'.� A—Bill', � �•� .�' iii/ ► 3,11 r VIA M1:1:4W.Ar1[•]► ■ 1,[• 1► • . P• I OR• - U ®. A will TMI 111 � jk"Ma — llitlf�fll 1.1 �11!I t��i L•ilf""iZIE �� Amin it•r/ � � r.�l�rJl. iG'i olA�� ..1►�� . r'.'r�`r.�.r�=—:�.rr.r ►terCL1p �1�" '!`t+�� i�� il%�!lrl�lil�•r_< a�i�'s ��t��au'�.��•+:7_<1�'~� V ��_ � \ ��, •�wt_t �5��7 � 1 + I�►1M;I - _ _ M�V>1:Ur�__��.rl.��.tt1r71 0,1 IBM 1 =.r.,.. Ili :I 1:WAIM] L, ! MUZZI 'A 'Itt>1�1�e■�■�""■■�■` !lam'• p""_..- � 1-�, • i'-�-.�,�-.�... • � • �• �i � 1 1 � 1 •��rr � ; "rl • I&MW. PEW3Law 2 o 1 CSM l- i do CM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1■ '. �FIN WV 1111, a�jil:�t♦I ��1�� WM 2,041 SEE SHEET L-7 FOR IRRIGATION DETAILS rro Tx " 'Permit to Excavate' will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. �o p z �A o E� 1 1/A ., � � i fir •r(1•- r ��■ /`�■.>si•i rfyirifrTlrYi. '�■ �'�i.-r Will, �r ?■��,�) -•t■ 1I►.,, ■■r'.� A—Bill', � �•� .�' iii/ ► 3,11 r VIA M1:1:4W.Ar1[•]► ■ 1,[• 1► • . P• I OR• - U ®. A will TMI 111 � jk"Ma — llitlf�fll 1.1 �11!I t��i L•ilf""iZIE �� Amin it•r/ � � r.�l�rJl. iG'i olA�� ..1►�� . r'.'r�`r.�.r�=—:�.rr.r ►terCL1p �1�" '!`t+�� i�� il%�!lrl�lil�•r_< a�i�'s ��t��au'�.��•+:7_<1�'~� V ��_ � \ ��, •�wt_t �5��7 � 1 + I�►1M;I - _ _ M�V>1:Ur�__��.rl.��.tt1r71 0,1 IBM 1 =.r.,.. Ili :I 1:WAIM] L, ! MUZZI 'A 'Itt>1�1�e■�■�""■■�■` !lam'• p""_..- � 1-�, • i'-�-.�,�-.�... • � • �• �i � 1 1 � 1 •��rr � ; "rl • I&MW. PEW3Law 2 o 1 CSM l- i do CM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1■ '. �FIN WV 1111, a�jil:�t♦I ��1�� WM 2,041 SEE SHEET L-7 FOR IRRIGATION DETAILS rro Tx MUU X13-20PG-1032 SHEET # L-3 a' 16' 32' DATE: 12-20-08 \LE: 1/8" = 11-01 1 IRRIGATION PLAN C� CJ CY) N N �o p z �A o E� IRT C) 9 C LIJ -<� o � z CL 00 Io 00 F~a MUU X13-20PG-1032 SHEET # L-3 a' 16' 32' DATE: 12-20-08 \LE: 1/8" = 11-01 1 IRRIGATION PLAN L�� CLI I✓ NT: D1XV60.19 DeSLOJ Ktr POOLS PRDJ 5aT: TAP", INA Foi�t.NTAI N5 .. ,. APPP IESS: 8140 �ha'l?'Letov� wad Tovu CLV-b r 09-:L70 DATIE: ` :L4 oatober 2009 o� ,T STRUCTURAL AND CIVIL ENGINEERING - - v,,;. - DENISE R. POELTLER, INC. 77725 ENFIELD LANE, -ST E. #130 ` PALM DESERT, CA 92211 - "' TEL. (760) 772-4411' FAX 760 772-4409 drpfly@aol.com n jt 'x �'a' .?c:.F f.. s- •^wt l fie,✓ ,.4 By� DATE (� Oq PROJECT # 170 O TAORMINA 77725 Enfield Lane, Unit 130 REVISED 81-680 Shackleton PAGE Pntm Desert, CA 92211 The Madison Club (760) 772-4411 FAX (760) 77.2-4409 QUintQ OF� drpfly@not.com PROJECT: DUNN'S DESIGNER POOLS ?4866 Lennon Place, Suite D Palm Desert, GA 92260 (160) 275-5560 FAX -176-4219 t STRUCTURAL GALGULATION5 2006 .IBC 200'1 CBG' DESIGN AND DETAIL OF: 1. PTL. "A": Spa wlth 48" raised gunite wall. 2. DTL. "B": courtyard fountain wall In-line with 6 -ft. CMU screen wall. S. DTL. "C": Side yard fountain wall adjacent to 6 -ft. CMU screen wall. SOILS INFORMATION NO` SOILS REPORT PROVIDED. 2006 IBC .: USE IBC TABLE 1804.2 FOR MINIMUM VALUES. 2001 CALIFORNIA BUILDING GORE SOILS CLASSIFICATION: SILTY SAND Soil Bearing Pressure, = 1500 PSF Equivalent Fluid Pressure = 55 PGF (well-dralned, level backfill) Sliding Coefficient = 0.25 Passive Pressure = 150 PSF/FT OWNER/CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND SUBSIDENCE OF UNDERLYING SOILS. CONCRETE (&UNITE) I" c = 2500 PSI 28 -Day Compressive Strength WEIGHT = 150 PGF' STEEL F y = 40 KSI, Grade 40, ASTM A615 WATER PRESSURE p = 625 PGF Density at Sea Level 11 ��; „�,.i_)�,,I./-�„P " 'Yoe, 0 O� PROJECT' �� v/ua' �wa.�.i BY DATE TAORMINA V (ZO 77725 Enfield Lane, Unit 130 QED 61-580 Shackleton 10" PAGE 2 Palm Desert, CA 92211 The Madison Club (760) 772-4411 FAX (760) 772-4409 drpfly@aoL.con La Qulnta PROJECT: DUNN'S DESIGNER POOLS '74866 Lennon Place, Suite D Palm Desert, CA 412260 (160) 275-5560 FAX -M-4:21,C1 5 -ASIS OF DESIGN GORE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION CALIFORNIA BUILDING CODE (GBG), 2001 EDITION INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS STEEL MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN (AISC) THIRTEENTH EDITION, AMERICAN INSTITUTE OF STEEL CON5TRUOTION CONCRETE BUILDIN6 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACU, ACI 3f8-05 AMERICAN CONCRETE INSTITUTE V4000 NATIONAL DESIGN OF SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) ANSI/NFOPA, NDS -2005 EDITION, NATIONAL FOREST PRODUCTS ASSOCIATION FACTORED LOAD COMBINATIONS FOR REQUIRED STRENGTH DES16N AGI 516-05, APPENDIX O - Alternate Load and Strength Reduction Factors U= 1.40 + I.'1L + I.'7H (EQ. C.-4) (WHERE H=LATERAL EARTH) U= 0.'15 (1.40 + I. -IL) + I.OE) (EQ. C-2) (WHERE E= EARTHQUAKE) IT 15 THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE CALIFORNIA BUILDING CODE; 200-1 EDITION. THESE CALCULATION5 SHALL GOVERN THE STRUCTURAL PORTION OF THE WORKING DRAWIN65. WHERE ANY DISCREPANCIES OCCUR BETWEEN' THESE CALCULATIONS AND THE WORKING DRAWI1465, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY 50 PROPER ACTION MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED ARE FOR THE ANALY515 AND DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND NON-STRUCTURAL ELEMENTS IS THE RESPONSIBILITY OF THE ARCHITECT, UNLESS SPECIFICALLY SHOWN OTHERWISE. THE EN61NEER ASSUMES NO RESPONSIBILITY FOR WORK NOT A PART OF THESE CALCULATIONS NOR FOR INSPECTION TO ENSURE CONSTRUCTION 15 PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS. STRUCTURAL OBSERVATION.' OR FIELD INVE5TI6ATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT.