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9804-109 (RPL)OLLJc,�• r-- LO W Z C:) C:) O 0 I— (D www I— d U) Z Co N ON U_ °) lt O_Z LrnHO u_ 0 JJ mU O U tl � IQ - 0) Z_ co 5 �O ,Q J LICENSED CONTRACTOR DECLARATION 'hereby affirm under penalty of perjury that I am licensed under provisions of ^tiapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date /at fG"16� {1� 97 L 53 ! Signature of Contractor' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner 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 & policy no. are: Carrier Policy No. (This section eed of be completed if the permit valuation is�for $00900 or less). ( ) 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 Sect 3700 of the Labor Cjode, I shall forthwith comply with those provisions. bate: Applicant r �...'w Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. I I � I 1. Each person upon whose behalf this application is made & each person at K whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnity & hold harmless the City of La Quinta, its officers, agents and employees. 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 correete l agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the/above-mentioned property for inspection purposes. Signature (Owner/Agent)- �' ✓ >'' ' Date / A r PERMIT# CONTR/O�L# ' BUILDING PERMIT DATE �VALUATION LOT �IQ�. TRACT .70 TRACT JOB SITE Y APN , ADDRESS 43-960 V.1KNO A " OWNER CONTRACTOR/DESIGNER/ENGINEER SARAH BENSADOUN ' SAN JUAN POOLS &'S:PAS 43-960 GENOA 72435 CHOLLA. DR LA QUIDITA CA 92253 PALM UESEit r CA. 92260 (760)346-6355 CBLOV 4796 USE OF PERMIT • 6^1I\ a V N SPAiV14Ta FEATURE ONLY, ALARMS/AARRIERs ARE: TU BE OPF-RATIONAL PRIOR. TO EN-CAPIPRE.PLASTER INSPECTION POOL AND/OR SPA 10,000.00 LS t+.S'l'IMXI'1~ D COSTOV CONSTRUCTION �t1,41Nli.tida PA.,lr<NIff FEE SUMMARY PLA14 CMCK FEE 101-000-439-318 $76.05 CONSTRW ION i EEY . 101-000-415-000 11 TOO N EO.IAN1CAL FEE --:POOL 101-00.0421-000 $24.00 F.[...ECTRIICAL Fk: --:POOL trot -000-420-000 $45.00 PI..i f1MIN4 FEE— POOL 10U0004.19-000 $27,00 .I � r APR 15 1998 SUB -TOTAL CONgfRUC`f ION AND PLAN. C: RECD. 2 .05 = >,• LISS f, )1 E -PAID FEES .TT OFLA 01JINT a $0.00 TOTAL P E RM rf F^I F.S DITE NOtl!`. $289.€15 RECEIPT DATE By % DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls .,.Party Wall Insulation Condensate Lines " Party Wall Firewall Exterior Lath Drywall - Int. Lath - Final Final BLOCKWALL APPROVALS Steel POOLS - SPAS Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final •Waste Lines Heater Final 'Water Piping Plumbing Final 2 Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G. F.I. Smoke Detectors Temp. Use of Power Final lity Notice (Perm) COMMENTS: i. I CSO '� 4- IS ---------- -� F44, 11 0 4, SQ A CITY OF LA QU 1 I T A BLIOLDING&SAFES DEP r TMEI ND I - COITIONALY ACCEPTED FOR CONS Tm TIOIN -SUBJECT TO INSTALLA T110ilAS PER AND ALL APPLICABLE BY�d Orr m1 U, t... r! MAY 27 1998 INSPECTION REQUEST AT 43-960 GENOA WAS REQUESTED UPON ARRIVING AT JOB SITE ALOT OF WORK HAS BEEN DONE WITHOUT INSPECTIONS. I HAVE GONE OVER THE I.C.B.O. REPORT [#2417] AND HAVE TALKED TO THE CONTRACTOR ABOUT THIS AND GIVE HIM A COPY OF THE REPORT HIGHLIGHTED WITH ALL THE ITEMS I WILL BE LOOKING AT. THESE ITEMS WERE NOT DONE WITH WHAT THE REPORT SAYS AND NO INSPECTIONS ON THE SPA OTHER THAN PRE -SITE AND GAS TEST WERE PERFORMED. CORRECTION NOTICE WAS GIVEN ON 5-27-98 AND THE CONTRACTOR WAS PRESENT TO EXCEPT THE CORRECTIONS. I HAVE SPOKEN WITH MARK IN OUR DEPARTMENT ABOUT THIS AND ARE NOW WAITING TO SEE IF THE CORRECTIONS ARE COMPLETED BEFORE THE SPA IS FINISHED. COPY OF CORRECTION NOTICE ONFOLLOWING PAGE. S.T. 0 BUILDING DEPARTMENT CITY OF LA QUINTA OFFICE: (760) 777-7012 TO: INSPECTION REQUESTS: (760) 777-7153 DATE: Inspector told @ IC60 Evaluation Service Inc. cone .; 5360 WORKMAN MILL ROAD * WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials TU EVALUATION REPORT Copyright © 1995 ICBO Evaluation Service, Inc. Filing Category: SWIMMING POOLS AND SPAS (266) FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS SAN JUAN POOLS, INC. 37020 INDUSTRIAL AVENUE HEMET, CALIFORNIA 92545 I. Subject: Fiberglass One-piece Swimming Pools and Spas. II. Description: A. General: The swimming pools and spas consist of one-piece fiberglass construction, shop -formed over a mold. The model numbers and sizes are shown on Table 1. All references to pools in this report apply also to spas. The fiberglass pool is formed against a one-piece interior form or mold in the following manner. The form is treated with a parting agent to assure separation of the liner from the mold after fabrication. An isophthalic/neo- pentyl-glycol gel coating 30 mils thick is spray -applied to the surface of the form. A fiberglass hand layup consisting of a 11/2 -ounce reinforcing mat of random chopped strands of fiberglass is applied to the cured gel coating, which is then treated with an isophthalic polyester resin applied with a.35 percent minimum saturation factor. A second layer consisting of 11/2 -ounce reinforcing mat is laid over the previous layer and saturated with isophthalic polyester resin. The third layer consisting of a 24 -ounce woven roving is applied overthe previous construction and saturated with another coating of isophthalic polyester resin. The process of alternating layers of fiberglass mat and woven roving saturated with resin is contin- ued until a total of five layers has been built up. The completed pool has a minimum cured thickness Of 3/16 inch. Thewoven roving and reinforcing mats are applied so that the lapped splices between the individual rolls of. the material occur at the same locations and are 6 to 8 inches wide. This provides an additional thickness (a total of 10 plies) to the liner in the form of periodic stiffening elements. The fiberglass has a minimum tensile strength of 11,360 pounds per square inch and a modulus of rupture of 23,500 pounds per square inch. The pools have a fiberglass coping approximately 6 inches wide around all sides, the exterior edge of which is bent down or depressed to engage the poured -in-place concrete coping during field installation. One corner of the pool end is provided with curved steps for access. A main drain is built into the fiberglass pool at the deep end. Extending from the main drain box are the necessary service lines to the filter equip- ment. A gravel sump is provided beneath the main drain base to collect any ground water or drainage from the sand bed on which the pool is in- stalled. Leading from this gravel sump is a 11/2 -inch plastic pipe extend- ing to ground level which is utilized to relieve hydrostatic pressure by col- lecting and disposing of ground or seepage water when it becomes necessary to empty the pool. The pool is provided at the deep end with an underwater recessed light pocket and floodlight. The floodlight and all electrical apparatus in connection with the pool are required to be ade- quately grounded. All plumbing and electrical work is required to comply with the codes in effect at the construction site. The pool design requires it to remain full of water at all times. A perma- nent sign is to be attached to the plumbing equipment and is to read as Report No. 2417 Reissued August 1, 1995 follows: "Notice—Pool is designed to remain full of water at all times. Pool shell may be damaged if water level is allowed to drop below the pool skimmer. When appreciable drawdown is noticed or if it becomes neces- sary to drain the pool, contact San Juan Pools, Inc., or its agents for in- structions." A pressure -sensitive plastic sticker will be installed adjacent tothe above sign by the manufacturing licensee, giving his name, address and telephone number. B. Installation: The pool may be installed without a soil investigation by a qualified engineer, providing none of the following conditions are en- countered and the site is approved by the building official: 1. The existence of ground water within the depth of the pool excava- tion. 2. The existence of an uncompacted fill in contact with any portion of the pool. 3. The existence of any expansive or adobe -type soils, at or within the confines of the pool area. 4. The existence of any soil types whose angle of repose will not sup- port the walls of the excavation at the desired slopes. 5. The location of the proposed pool excavation so that it would have a tendency to endanger adjacent structures. If one or more of the above conditions are encountered, the excavation for the pool shall immediately cease until the specific conditions at the site have been reviewed and recommendations made by a qualified engineer. The engineer's report of this review and recommendation is to be sub- mitted to the building official having jurisdiction over the construction site, and his approval obtained prior to continuance of the work. The excavation for the pool consists of removing the existing soil from the proposed area, utilizing chain -type screeds to assure a 6 -inch mini- mum over -excavation atthe pool bottom and all sides. The required drains and plumbing work are installed and a contoured layer of clean sand is placed in the lowerareas of the pool up to a point at which "sluffing" would occur. The pool is then placed on this sand bed and carefully aligned and leveled to preclude any buckling or irregularities in the fiberglass. Water is introduced into the pool proper and up to a level approximately equal with the sand layer. The backfilling with sand is carefully continued up- ward, maintaining approximately a uniform height around the four sides of the pool at all times. The sand is consolidated by flooding with water as the work progresses. The pool is simultaneously filled with water as the backfilling progresses, maintaining approximately equal levels. The sand backfill is stopped at the level.of the bottom of the concrete coping on all sides of the pool. The outside lip of the fiberglass pool coping detail is embedded in a con- crete walkway installed around the entire pool. See Figure No.1 for com- plete details. The walkway is reinforced with 6 -inch by 6 -inch No. 10-10 wire mesh: C. Identification: Each pool or spa is identified byacoded imprintabove or below the skimmer signifying model and. date of manufacturing. The company name and factory letter are also noted. Evaluation reports of ICBG Evaluation Service, Inc., are issued solely to provide iR formation to Class A membersof ICBG, utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any otheramOutes not spec&atly addressed noras an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff jhas reviewed the test results and/or other data, but does not possess test facilities to make an independent ver&adon. There is no warranty by ICBG Evaluation Service, Inc., express or implied, as to any "Finding "or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 2 Page 2 of 2 Report No. 2417 111. Evidence Submitted: An engineering report, detailed plans specifi- 2. Electrical and plumbing installations comply with the respective cations and internal quality control manual. codes in effect at the construction site. Findings 3. Pools are installed by a factory -trained and licensed installer or agent approved by San Juan Pools, Inc. IV. Findings: That the Fiberglass One-piece Swimming Pools and 4. Pool must be set back more than 7 Leet from the top of descend - Spas described in this report comply with the 1994 Uniform Building CodeTM, subject to the following conditions: Ing slopes in accordance with Section 1808 of the code. 1. Construction and pool installation comply with this report and the manufacturer's Installation Instructions. This report is subject to re-examination in one year. TABLE 1 IK denotes kidney shape . DEPTH (FL-ln.) ZS denotes pool with seat MODEL N0.1.2 WIDTH (FLan.) LENGTH (FGIn.) CAPACrrY (Gallons) Shallow End Deep End 100 12-0 27-0 3-5 5-5 81000 150K 13-0 27-0 3-0 6-0 10,000 200 12-0 31-0 3-5 5-5 11,000 300 12-0 30-0 3-5 8-0 13,000 350K 14-0 33-0 3-5 8-0 14,000 400 14-0 32-0 3-5 5-5 12,000 450 14-0 32-0 3-5. 8-0 14,000 500 17-0 35-0 3-5 9-1 16,000 525 17-0 37-0 3-5 9-1 17,500 550 17-0 42-0 2-10 9-1 17,000- 7,000600,650S 600,650S 12-0 16-0 3,800 3-11 uniform depth 700 12-0 20-9' 3-11 uniform depth 4,900 840 16-0 34-0 13,000 3-0 5-1 150 12-0 28-0 "`4 0 4-10• 8,900 175 12-0 26-0 3-0 5-0 7,500 460 14-0 32-0 3-0 6-0 13.500 470 14-0 32-0 .3-6 8-0 15,500 480K 14-0 33-0 3-6 6-0 13,500 490K 14-0 33-0 3-6 8-0 15500. 575 16-0 40-0 3-6 1 8-0 22,900 50 8-0 36-0 6,500 4-0 uniform depth 750S 12-0 21-0 4-0 uniform depth 5,000 25 8-0 19-0 4-0 uniform depth 3,600 125 12-0 32-0 12,000 3-6 5-6 800 13-0 29-0 3-6 T 5-8 13,000 910 8-0 17-0 3,600 4-0 uniform depth 920 12-0 20-0 4-0 uniform depth 5,000 930 11-0 18-0 4-0 uniform depth 4,400 940 12-0 22-0 4-0 uniform depth 4,900 950 10-0 22-0 4-0 uniform depth 3,800 IK denotes kidney shape ZS denotes pool with seat 3'-O"M/N. f"fNuc[1�36• o.c. (`X6—wl.1�Xl✓i.�) :a .Scopt l r V. ` . �. •. •:i'• i'...... •. ' �. X19 ' EDGE BEAM AND AALKWAY 1 SECT/ON f ='y'Y Cays++C7LD64AYEL fARturfAAaeEJ fort CNrf4Do,6 Sac OY[l" N0775: Goar4creo 5Awo (M-) L rH/5 40RAW/N6 6NALC of U5W /N CaVUHMON f/OfRstA?3 _.ice WN CYLY5rPUCr/GW SpiC/i/Cgr/ONS. POOL J"r'� a ffwt *,Ar ".4a Be 04Nr/NUOU5 AROUND POOL. J reef ro Me SACC/f/CAT/ONS W EXM#$/OM ✓O/Nr SPACINGS. v �r�ic�r CaWPACAMV S1MO fi" FIGURE 1 May 18, 1999 78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 - (760).777-7000 FAX (760) 777-7101 TDD (760) 777-1227 Sarah Bensadoun 43-960 Genoa La Quinta, CA., 92253 RE: Spa & Water Feature Permit 9804-109 Dear Mrs. Bensadoun The purpose of this letter is to inform you that your Spa & Water Feature Permit 9804-109, for the project at 43-960 Genoa, has expired. In accordance with 1994 UBC section 106.4.4, no further work may be performed until a new:permit has been issued. Please contact Daniel P. Crawford Jr., Building Inspector I, at (760) 777-7012 to obtain any information you need regarding a new permit and/or any required inspections. Should you choose not to complete the project, we would then have to pursue any or all of the following actions: 1) Abatement of the project through the City Attorney's Office and Code Compliance Division. 2) Notice of non -conforming structure placed upon property profile. 3) Action filed with Contractor State License Board. Optional if Owner/Builder. Please contact us at your earliest convenience prior to 10 working days to resolve this issue, and for any questions you may have. Sincerely, Mark Harold Buildi g & Safety Manager ante P. ray o J . Building Inspector I cc: file dpc MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, -CALIFORNIA 92253