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0106-089 (SFD)rte,; LICENSED CONTRACTOR DECLARATION vT %hereby affirm under penalty of perjury that I am licensed under provisions of - j rhapter 9 (commencing with Section 7000) of Division 3 of the Business and 04 W -Professionals Code, and my License is in full force and effect. CkLicense # Lic. Class Exp. Date Lo 03 B rl-a a.-_ . o Z Daie� Signature of Contractor; }-_ '* U OWNER -BUILDER DECLARATION LULU I hereby affirm under penalty of perjury that I am exempt from the Contractor's CD License Law for the following reason: Z ( ) 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). C0 () I am exempt. under Section , B&P.C. for this reason LID N Date Signature of Owner ON O) CL Q WORKER'S COMPENSATION DECLARATION o cc I hereby affirm under penalty of perjury one of the following declarations: p () 1 have and will maintain a certificate of consent to self -insure for workers' X W �!-_ compensation, as provided for b'r Section 3700 of the Labor Code, for the m� JQ performance of the work for' which this permit is issued. Q L) ( ) I have and will maintain workers' compensation insurance, as required by O U Q Section 3700 of the Labor Code, for the performance of the work for which this rn F- permit is issued. My workers' compensation insurance carrier & policy no. are: � Z Carrier Policy No. 000 a :f--RFMO1r T CO,MPS.40 tSS9�-t?fS tfs3 1 J (This section need not be completed if the permit valuation is for $100.00 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 Section 3700 of the Labor Code, I shall forthwith comply with those provi§ions. Applicants ? Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and -Safety" for a permit subject to the conditions and restrictions set forth on his 4 application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is • correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. S'gnature (Owner/Agent' - * . �I ' ' - ""'"� "" " Date > BUILDING PERMIT PERMIT# DATE VALUATION LOT 01,06 -(AV TRACT rC1s'.tflf:��y;T D2 4�C�kC JOB SITE ADDRESS APN OWNER CONTRACTOR / DESIGNER / EN (NEER F 1'i 7Tfa (;'I.'OB n)RO i HiS ANDREW 1:+1ERCF CORPf3XA'f',iO PALM DWKW ..A 92261 P.f?LM DIM= air 9r". 61 k160)346-3128 (M1.4 030,41 USE OF PERMIT SM4.1'lL SFfJ - DOES NOT DIC'.UIDE ?i'001<, 5WCK `WAI.k, DTtF'a:'"EWAY .6aPPROAc". C;CSM'P1..f MIC:.t WITH ALL IiieD & S7 ATE 1 AW3, INC -6 TF9 ,911DApi41RRED PECIEZ, ACT OF IW3, IF.&PPLIC".JELR, IS fii.t<.QV. C'S,3'Si'O.M CONST1$J;it1' 100 17%W 8F 129.00 SP t,' �A,3kAt}FXARPORb 831.6'-8 SF X15s"fMXVU) COW 0-Y C�QK91KV(rnON 265A0.70 POMT F ER NUAI IOW CO)RINTRUCTION FEE 101.uQ00418.0, 1! $1,220.30 PLAN t~."F1.1Ja1+". PER 101-000-439-31$ $1,011.64 FEE DEPOSIT 101-000-04 91 319 4 .60 ilrl:SZHANICAI, YFX, W1 -0430.42t•000 t1I1.50 f+;1,f?.�`.`1'RIOA.1..PV' 101-000.420( 000 S111W.6a PLUMB= REF, 101-000,419-000 9241.73 g R 1fO O AAO`I'.i?f N RE - RFXID 11014=441-00 $26.0 Owt-11140 rfw: 101 000.423-000 $0.04 IRV", PE1't NPAC T FEE $1,07.00 ART 41 P1.Mxi.LIC 1"x„e',Crf:9 « Rn. 3E 701 _000-255-000 4. $162.93 t:l L-317"'dld1J" L 6.:0/SiMUC 1sJ.LV ANDPLM L.S99CR u4,004.1 I 1MX_.Ph.;3aJ' 1 " 47511,00 'TOTAL YEFS'Dup, now $4,154,51 I r � ' r RECEIPT:r ,t U DATEr �/ s' B f l % DAT F ALED INS L � CTOR • t f L.,� i r��V7 ice/ � t INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs zUnderground..Ducts Forms & Footings Ducts Slab Grade. Return Air StidelCombustion Air Roof Decy��*PII ExhauM Fans O.K. to Wraps F.A.U. Framing -Compressor Ins6lation'. Vents Fireplad"'.L. Grills Fireplace T -.,U.' Fans & Controls Patsy Part _7 V7_ Condensate Lines Party Wall FirOwall Exterior!Alh Drywall - Int, Lath Final '0 --6-27— I Final cll POOLS -SPAS 0 BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Fiqal. Gas Piping PLUMBINGG APPROVALS: Gas TestElectric Waste Lin& _f_zz M� Final i He ter Final Water Piping' Plumbing Final Plumbing Top Out Equipment E661[69ure Shower Pans for Finish Plaster Sewer Lateral Pool Cover Sewer Conn4�fion Encapsulation Gas Piping Gas Test Appliances ',C? r 97 Final 10- -I— -JIM11-- COMMENTS: Final j __ Utility Notice (Gas) ELECTRICA� . ..... APPROVALS Temp. Power Pole Underground Conduit Rough Wiring( Low Voltage Wiring Fbdures Main Service Sub Panels Exterior Receptacles G. R I Smoke Detectors Temp. Use of Power Final.:" I Utility Npti4-(Perm)`.'-. 7-- G2 fob AV%' doral L at-e Building A .7 T4ht 4 4 Q" P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Owner Mailing Address City Zip Tel. -?.,1cam— 3 2Z 8 Contractor l Address City Zip Tel. State Lic. City & Classif. �. 1 2— tom. Lic. # Arch., Engr., Designer \/ -F Address _ el. Cit „ Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm 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. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5.Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance also requires the applicant for such permit to rile a signed statement that he Is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with"Section 7000) of Division 3 of the Business and Professions Code, or that. he 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). I-! I, as ownerof 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner or property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building orimprovement is sold within one year of completion, the owner -builder will have the burden of proving that he 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 con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 11 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company 17 Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation 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. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith Comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. 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 the above- mentioned property for inspection purposes. Signature of aliplicant Date Mailing Address City, State, Zip ILDING: TYPE'CONST. _SZ OCC. GRP. 1. Number �77_?o - oZZ cal Description t r'�. x 3005 6 Cel l �-- Ject Description - U TOTAL REMARKS ZONE: It gY:Y r ,_ Minimum Setback��-l)fstaDcWM/yCF rA Fro;-Fbetb />'m Center Line Rear Setback from Rea rGp _Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Sq. Ft.No. !! Size �J-33 Stories 1 No. Dw. Units NeWV Add O Alter ❑ Repair ❑ Demolition O Estimated Valuation PERMIT AMOUNT ry� Plan Chk. Dep. 7 _o Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: It gY:Y r ,_ Minimum Setback��-l)fstaDcWM/yCF rA Fro;-Fbetb />'m Center Line Rear Setback from Rea rGp _Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Desert Sands Unified School District 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 CERTIFICATE OF COMPLIANCE Date 7/31/01 No. '22338 Owner NameTradtion Club Associates No. 78-118 Street Coral Lane APN # 770-370-022 Jurisdiction La Quinta City La Quinta Zip 92253 Tract # Lot # Type of Development Single Family Residence Comments Permit # Log # Study Area Square Footage 3173 No. of Units 1 *Received a cashier's check in the amount of $34,921.75 for 5 single family dwellings. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 2.05' X 3,173 or $ 6,504.65 the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued Fees Paid By CC/Palm Desert Nat'l Bk -Autumn, Andrew Pierce Telephone Name on the check .rte By Dr. Doris Wilson Superintendent Fee collected /exem ted by Annette Barlow Payment Received - $6,504.65 Check No. 082400 Signature 7:i Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1998) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to ollect them on the District('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting RECO ELECTRICAL CONTRACTOR TRADITION VILLAGE PLAN 1 B LA QUINTA, CA. Electrical Load Calculations General load @ 3 watts per square foot (3301 X 3) Small appliance circuits (1500 X 2) Laundry Circuit Ovens/Range Dishwasher Disposal Washer Dryer Refrigerator Microwave PARTIAL LOAD First 10 KVA @ 100% Remainder @ 40% Air conditioning @ 100% TOTAL LOAD 7�• 111 �-�LL.t� CIT`( OF LA QUIN A BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION 10000.0 10521.0 24000.0 44521.0 240 VOLTS / 44521 WATTS = 187 AMPS USE 400 AMP MAIN SERVICE 9903.0 3000.0 1500.0 9500.0 1800.0 1200.0 1200.0 5500.0 1200.0 1500.0 36303.0 DATE�__ 3' �1— BY tom' Sel" Lic. #611016 78-900 Anchovy Rd., Bermuda Dunes, CA 92201, (760) 345-8051 CITY OF LA QUINTA PLAN CHECK CORRECTION LIST Gouvis Engineering 4400 Campus Drive Suite A Newport Beach, CA 92660 PLAN CHECK NO.: 0106-089 JOB ADDRESS: AREA-S.F.- Tradition Village Lot 12 Plan 1B 3396 (main) + 608 (guest) July 24, 2001 THIRD/FINAL CHECK OCCUPANCY: R3/U1 TYPE -OF -CONST.: V -N The submitted plans and specifications have been reviewed by VANDORPE CHou AssoCIATES . It is our professional opinion that the plans are in substantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTAand the State of California Amendment. APPROVAL FOR A BUILDING PERMIT IS HEREBY RECOMMENDED SUBJECT TO OBTAINING APPROVALS/CLEARANCES FROM ALL APPLICABLE CITY DEPARTMENTS, AGENCIES, AND ASSOCIATIONS. r Plans checked by: Dorothy Gordon, P.E. VANDORPE CHOu ASSOCIATES. 295 N Rampart Street, Suite A Orange CA 92868 (714) 978-9780 VCA File No. LQ -13205.3 1 Certificate of Occupancy City of La Quinta Building and Safety Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS: Use Classification: SINGLE FAMILY DWELLING Occupancy Group: R-3 Type of Construction: VN 78-118 CORAL LANE Owner of Building. TRADITION CLUB ASSOCIATES Building Official Bldg. Permit No..: 0106-089 Land Use Zone: RL Address: 78-505 OLD AVENUE 52 City: LA QUINTA, CA 92253 By: RICHARD KIRKLAND Date: 05-20-02 POST IN A CONSPICUOUS PLACE f Slad-den Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562)864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 March 30, 2001 Andrew Pierce Company P. O. Box 3420 Palm Desert, California 92261 Attention: Mr. Jodie Jones Project: The Village at Tradition Tract No. 30056 Tradition Golf Club La Quinta, California Subject: Geotechnical Update Project No. 544-1092 -04-152 CITY OF {� l� I N'T BUILDING & SAFETY D� FPT- APPF�OVED FOR CONSTRUCTION DATE BY �— Ref: 1. Report of Observations and Testing During Rough Grading prepared by Sladden Engineering dated July 30, 1997, Project No. 522-6138-G]. - 2. Geotechnical Update prepared by Sladden Engineering. dated December 12, 1996, Project No. 444-6130. As requested, we have reviewed the referenced geotechnical reports as they relate to the design and construction of the proposed single family residences. The project site is located within the south end of the Tradition Golf. Club..development in the City of La Quinta, California.. The proposed development will include 13 lots for the construction of single family residences. It is our understanding that the proposed residences will be a relatively lightweight wood frame structure supported by conventional shallow spread footings and concrete slabs on grade. The proposed development will require substantial regrading of the previous rough graded lots along with the construction of various water features and the associated landscaping. The subject lots were previously graded during the rough grading of the Tradition project site. The rough grading included moisture conditioning and recompaction of the native surface soils along with the placement of extensive engineered fill soils to construct the building pads. The site grading is summarized in the referenced Report of Observations and Testing During Rough Grading along with the associated compaction test results. The referenced reports include recommendations -pertaining to the construction of residential building foundations. Based upon our review ofltlie referenced reports; it is our opinion that the structural values included in this referenced grading report remain applicable for the design and construction of the proposed residential structure foundations. The structural values should also be applicable for use in the design of the associated retaining walls and water features. The slope stability calculations performed in conjunction with the preparation of the referenced reports also remain applicable. The planned 2 to 1 slopes' comply with previous recommendations and applicable grading ordinances. March 30, 2001 -2- Project No. 544-1092 01-04-152 Because the lots have been previously rough graded, the remedial grading required at this time for Should be minimal. The grading areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Fill material Should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. In areas that the grading encroaches upon the existing slopes, proper benching should be performed during fill placement. Allowable Bearing Pressures: The allowable bearing pressures recommended in the grading report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings Should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf. An allowable increase of 200 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure Should be 3000 psf. The recommended allowable bearing pressures may be increased by one- third for wind and seismic loading. Lateral Design: Resistance to lateral loads may be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.48 between soil and concrete may be used with dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the sides of footings, which are poured against properly compacted native soils. Passive earth pressure should be ignored within the upper 1 foot except where confined (such as beneath a floor slab). When used in combination, either the passive resistance or the coefficient of friction should be reduced by one-third. Retaining Walls: Retaining walls may be required to accomplish -the proposed construction. Cantilever retaining walls may be designed using "active" pressures. Active pressures may be estimated using an equivalent fluid weight of 35 pcf for native backfill soils with level free - draining backfill conditions. The recommended active pressure is based upon level free -draining native backfill soils. For sloping backfill conditions, the active pressure must be increased. The active pressure should be increased to 55 pcf EFP when considering backfill sloping at a 2 to 1 (horizontal to vertical) slope angle For walls that are restrained, "at rest" pressures should be utilized in design. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf for native backfill soils with level free -draining backfill conditions. The bearing soils are non -expansive and fall within the "very low" expansion category in accordance with Uniform Building Code (UBC) classification criteria. Pertinent 1997 UBC Seismic Design parameters are summarized on the attached data sheet. March 30, 2001 -3- Project No. 544-1092 01-04-152 If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson Principal Engineer 2 45389 SER/pc Exp. 9-30-2002 Copies: 4/Andrew Pierce Corporation 2/The Keith Companies March 30, 2001 -4- Project No. 544-1092 01-04-152 1997 UNIFORM BUILDING CODE INFORMATION The International Conference of Building Officials 1997 Uniform Building Code contains substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the updated code that will likely be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type 1997 UBC San Andreas 13.5 km A San Jacinto 29 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is Sp, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and .factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, N,, Ca C,, San Andreas 1.0 1.1 0.44 Na . 0.64 N„ San Jacinto 1.0 1.0 0.44 Na 0.64 N„ GOUVIS ENGINEERING CALIFORNIA (UBC 97) SHEET JOB NO. : 21335-202 CLIENT : ANDREW PIERCE PLAN NO.: 1A DATE : 05/22/2001 ENGINEER: -RAYMOND (VER5.60) BEAM NUMBER: 13 HDR RIGHT OF DINING OVER-ALL LENGTH (FT): 10.25 REACTION AT: 0.00 , 10.25 LOADS (DOWNWARD +) BEAM WEIGHT : 20.0 PLF FROM 0.0' TO 10.2' PRIMARY ROOF : 756 PLF=42.0*(20+16)/2 FROM 0.00' TO 6.50' PRIMARY ROOF : 288 PLF=16.0*(20+16.)/2 FROM 6.50' TO 10.25' POINTFROM : DOWN=1568 @6.50'(R..OF BM 12) REACTIONS (LBS) LEFT RIGHT DOWNWARD(DL+LL/MAX.) 4166/4166 3485/3485 UPLIFT (DL+LL/MAX.) 0/0 0/0 *** USE DFL N01 6 x 10 DROP BM/HDR *** CRIT MOMENT = 11354 LB*FT @ 5.42' RATIO=0.976(Fb= 1688 S= 82.73) CRIT DEFLTN = -0.335 INCH @ 5.17' BASED ON (L/ 240)= 0.512 CRIT SHEAR = 3466 LB '@ 0.92' 1.5*SHEAR/FV*A=0.936(FV=106 A= 52.25)