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06-4166 (RPL)58186 Aracena IIIIIII VIII III VIII (III 65 IE j P.O. BOX 1504 - - -- .-- - - - I T4&t 4^' VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 12/01/06 Application Number: 06-00004166 Owner: Property Address: 58186 ARACENA CORAL OPTION I APN: 764-200-999-23 -316812- 79295 RANCHO LA Q A DR Application description: POOL - RESIDENTIAL LA QUINTA, CA 922 Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 24000 E C III 111 s00 : Contractor: Applicant: Architect or Engineer: CALIFORNIA POOL & SP0. P.O. BOX 1280 COACHELLA CA 92236 (760)398-9222 ^tAr Lic. No.: 656128 ------------------- ------------------------------ LICE ED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I a licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business ro es '°` als Code, and my License is in full force and effect. License Class: y8 C27 C29 I 1 ` enseNo.: 656128 "DW4R-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exe t from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professio s 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 hundreddollars 1$5001.: (_ I 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.). 1 _ 1 1, 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 Address: LQPERMIT ----------------------------------------------— WORKER'S COMPENSATION DECLARATION 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. KI have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Cade, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and polic number are: Carrier SEABRIGHT Policy Number BB1060510 I certify that, in the performa of -the work for which this permit is issued, I shall not employ any person in any manne o as o became ubject to the workers' compensation laws of California, and agree that, if I ould t; come sub o the workers' compensation provisions of Section /J7f)0 of the Lab de, I atl forthwith c mply with [hose provisions. WARNING: FAILURE TO SECURE WORKERS COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENJLTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($ 100,000). IN ADDITION TO TH 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 18(Nays from date of issuance of suctit,or ion of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the s correct. I agree to comply with all city and county ordinances and state laws relating to d hereby authorize representatives of this ounty to enter upon the above-mentioned propeoses. ateL v ignature (Applicant or Agent): Application Number . . . . . 06-00004166 Permit . . . BLDG POOL PERMIT Additional desc . Permit Fee .243.00 Plan Check Fee 157.95 Issue Date . . . .• Valuation . . . . 24000 Expiration Date 5/30/07 Qty Unit Charge Per Extension BASE FEE 45.00 22.00 9.0000 -------------------------------------------------------7-------------------- THOU BLDG 2,001-25,000 198.00 Permit MECH.POOL Additional desc . Permit Fee 26.00 .-Plan Check Fee 6.50 Issue Date Valuation . . . . 0 Expiration Date 5/30/07 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 5/30/07 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 5/30/07 . 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 ----------------------7----------------------------------------------------- EA PLB GAS PIPE 1-4 OUTLETS 3.00 Special Notes and Comments POOL/SPA. ALARMS/BARRIERS SHALL BE IN LQPERn7IT Application Number. . . . . . 06-00004166 ---------------------------------------------------------------------------- Special Notes and Comments PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 347.00 .00 .00 347.00 Plan Check Total 183.95 .00 ..00 183.95 Grand Total 530.95 .00 .00 530.95 LQFERMIT Bin # City of. La Quinta Building u Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # t CV LP Project Address: IF7r�& th— Owner's Name: o A. P. Number: Address: City, ST, Zip: Legal Description: Contractorc&\, UC Y-\. Telephone: t Project Description: P� Address: �� City, ST, Zip• M 1 Y� Telephone: �� 39�" �Zz-------------- State Lic. # : 2 City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: Construction Type: Occupancy, P Y: State Lic. #: Project type (circle one): Add'n Alter Repair Demo Name of Contact Person: O Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: IS Estimated Value of Project: 2 (. O APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan.Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Plan Check Balance Truss Calcs. Called Contact Person Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing S.M.I. Grant Deed Plans picked up H.O.A. Approval Plans resubmitted Grading Developer Impact Fee A.I.P.P. IN HOUSE:- ''" Review, ready for corrections/issue Planning Approval Called Contact Person Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees . .. . . . ...... . b �, I SPECIFICATIONS P►- acs (a ,-��I2-TI�Tf GC 1 tom.- f t..vi(=i !/v Iia - �O l� / 4 (� �• �li �I%LP GOC> t AI4 i.T C%FA AT �f �r V.,.' [T �1 � H, FPcy- -,ry wlr— 6AF j e1T0h4� 1 �-' -P F - ► ' �,"Q �� TZ—:7, G C% I t • V 774 Y •ArX/2�.1de � � �14 fj�CI \ I * J� q f 1 G-°'�c't!`.S �"7� 4 r1'o°1 p��> ^i ALU25 ��i✓77'«'�'E y� T -q �f t �' �GC7r f f ��.• C i V �I 1 �'�•i,.I,�, {�� r':f�r�. E.��%��i"-�"'�''t,�"-�' T,.rlc.�''.i�T..-- TYPE L' -,j h,, i In SIZE X L SURFACE AREA OF POOL �a PERIMETER r DEPTHS MIN. "C MAX. + _. ~ P rn N C-4 C'4 plp a r0)� Q ., V J � N LU x U � � q0 6 N � C,4 � wDECKINGLE-Gi'� 0)-I PO -U' oo724 o q vG% I °O _ 0. SPA SPECIFICATIONS SIZE -7' X � SQ. FT. SPA DAM WALL WIDTH N0. OF JETS LIGHT t RAISED SPA AT 41c n � SPILLWAY TYPE' SPECIAL NOTES TILE TILE TYPE WATER LINE TILE TRIM QUARTER ROUND R.B.B. TILE FINISH EXC q ESS FROM ELEVATION DEEP END RAMP LOVE SEAT CONCRETE REMOVAL LOADS SOD REMOVAL LOADS TREE REMOVAL BY IRRIGATION REMOVAL BY IRRIGATION REPAIR 6" R.B.B. It 12" R.B.B. ftm 18' R.B.B. ft EXPANSION JOINTS CANTILEVER DEG( DRAINS DECCO DRAIN CURB CORE STEPS STEP FACE TILE BASE SAND AND VISQUEEN RIBBONS MOW STRIP 24" R.B.B. ft. 30' R.B.B. ft I TAN SHELF DEPTH ROCK POCKETS CENTERS MASONRY COPING TYPE R.B.B. FACING SPILLWAY TYPE SIZE STEPS PLUMBING `DANDY FILTER SIZE POOL PUMP BOOSTER PUMP 51ZE ADD'L PUMP SIZE PROP. EXT. WALLS PLANTER WALL RETAINING WALLS — EQUIP. WALLS FIREPIT ADD'L PUMP SIZE HEATER SIZE TIME CLOCK _ SUB PANEL ADD'L OUTLETS Ar I SKIMMER TYPE O O FILL LINE GAS LINE STUBS FOUNTAINS/SPRAYHEADS PEBBLE PLASTER LITS LIGHTS SPAL ROLLED BOND BEAM SHEER DESCENTS BEHIND SPA EYEBALLS LIGHTS IN POOL IN SPA FENCING STUB SET EQUIPMENT OGATE MISC. PLUMBING SIZE FENCE TYPE HEIGHT Q G U N I TE GATE REVERSAL DEEP END RAMP REMOVE & REHANG y m Oi Q EXTENDED 2nd STEP = LOVESEAT SPILLWAY TYPE CANTILEVER D EST. START i EST. COMPLETION O COPING OTHER R.B.B. - SEE STEEL OWNER RESPONSIBILITIES OWNER TO: (1) DETERMINE THE APPROXIMATE ELEVATION OF P'LOL OR SPA AT LAYOUT ON DAY OF EXCAVATION (2) TAKE NOTICE THAT POOL AND EQUIPMENT LOCAItONS ARE SUBJECT TO ACCEPTANCE OF LOCAL BUILDING DEPARTMENT AT TIME OF ISSUANCE OF PERMIT (3) WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED (4) AGREE THAT CALIFORNIA POOLS IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OBJECTS, AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA (5) SEE THAT ALL FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSURE PRIOR TO PREPLASTER INSPECTION (6) FILL POOL IMMEDIATELY AFTER PLASTER. (FOLLOW INSTRUCTIONS -- DO NOT USE RUBBER HOSE) C) (7) TAKE NOTICE THAT THIS DRAWING IS THE SOLE PROPERTY OF CALIFORNIA POOLS AND THAT ANY USE WITHOUT WRITTEN PERMISSION OF CALIFORNIA POOLS, INC. IS PROHIBITED BY LAW. OWNER APPROVES PLAN, POOL, AND EQUIPMENT LOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE. - .. _ . C) r� SIGNATURE(S) DATE SWIMMING POOL PLAN FOR: NAME ANDALUSIA LOT 23-B STREET 58-186 Azc�_-.4A JOB ADDRESS ANDALUSIA CITY LA QUINTA PHONE OFFICE RES ® ® LOT 23-B TRACT PAGE BOOK MAP BOOK PAGE NO, ICITY MAIL ADDRESS CONSTRUCTION OFFICE PHONE NO, ® SCALE DATE DRAWN BY SOLD BY CHECKED BY �i MGG GRAHAM 0 JOB# REVISIONS DATE ° 2 CITY OF LA QUINTA r 3 A ROMEO m i 4 U TION i c� P4 5 ----,---._... BY o I '� m0 O SELECTIONS STONE 'h�'rxSrovTire- CONSTRUCTION AUTHORIZATION J SALES FIELD DIG PRE-GUNITE UNDERGROUND — Cn Q —J � Q —I Q z Q TILE CA& i W",J-r CA t f"A TT Ce BOULDERS Tx.5er C+xocvc wT'E DECK COLOR C"rtr COA..1141 'io k COAc.i4/CCA.A�j"0 �a�E+ 5 To j,4T-'Jr1& C-0 4A JOLA,.A �M� �oNxk JANDY o,JE PEBB,/PLAS CAk I "t&jr T)t jC_66tt'rf,C MASONRY Q Q SIGNATURE DECK DRAINAGE NOTE, Drainage and irrigation for planters and pots, by others, unless otherwise noted. PRE -PEBBLE . .. . . . ...... . b �, I May 30 06 08:40a RF STRUCTURRL&SnNTRMnRIn 760 836 0856 p.5 1 R F STRUCTURAL CONSULTANTS, INC. IIIIIIIIIIII VIII) III fib IE 75=15.3 MERLE DIUVli, STH. 1.3, PALM DliSrRT, (;A 92211 PHONE(700) 836-1(x)0 FAX (760) 816-0856 I: -MAIL RAYMONI)(i{),RFSTRtJ(;TTJRAL.CUM MAY 30, 2006 T.0 DESERT DEVELOPMENT, L. P, C/O SPARKS CONSTRUCTION POST OFI' ICE BOX 1716 I.A QUINTA, CA. 92247 Attn.: NLS. NOLAN SPARKS Re.: 'I'l IE ANDALUSIA AT CORAL, MOUNTAIN 1,0'1'1/ 23, PLAN 3AR 58-186 ARAC:ENA 1..A QUINTA, CA. FOLLOW-UP TO WALK TRR.OUGH JOB NO.: 4306 DEAR NOLAN THIS LETTER ADVISES'I'HAT WE HAVE 013SERVED THE STRUCTIIRAI, REQUIREMENTS THATARE VISIBLE DURING CONSTRUCTION AT 'T H 1; 'TIME OF OUR SITE VISIT. WE BELIEVE THAT THE AS -BUILT CONSTRUCTION AT THE TIME OF OUR VISIT IS 1N GENERAL., CONFORMANCE WITH OUR STRUCTURAL PI..,ANS AND RFIA`,VANT CORRESPONDENCE ISSUED BY OUR OFFICE. WE OBSERVED THE BUILDING IN ITS FRAMED CONDITION PRIOR TO INSTALLATION OF DRYWALL AND STUCCO. WE OBSERVED TI IE VTSUAL AND ACCESSIBLE S'T'RUCTURAL REQUIREMENTS. (EXCLUSIONS ARE ITEMS SUCH AS: FOO'I'lNG SIZE AND REINFORCEMENT, TOP PLATE SPLICES, ROOF SILEATHING, AND ANY STRAPS ABOVE THE ROOF SHEATHING). RESPECTFULLY SUBMITTED ZEYAD FAQIK PE 1111111111111111111111111 T,_._ _ _ I N , P F CT! Q N ` 67 JCM Inspections :__ _ _ , 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: 760-345-5554 - Fax: 760-772-3895 : Al s P F (,'T 10 f4,1', WELDING INSPECTION REPORT Project Name: Project No: Andalusia @ Coral Mountain - Phase 2 06-311 Date: 3/Ly�tsS.. Project Address: City: Ave 58 between Madison & Monroe Lot La Quinta, CA AWS ZIBC 0 Title 24 �D 1.1 ❑ D 1.3 0131.4 ❑ Other 'Shop ❑ Field Client: Sub -Contractor: Coral Option One, LLC Palm Springs Welding General Contractor: Sparks Construction Architect: Structural Engineer: Pekarek Crandell, Inc. R.F. Structural Consultants Description of Work Inspected:Owe 4,J Sla�ZTio�✓ Weather: Unresolved Items: EJ None ❑See Below L_ `v l� j 3/->tiI-3Al-3,4Z-3C_ -3C- I--S"G?L- ' C-4-1 �T- t (_L_(—T-lf! ✓/� Lc_ �v ;' .c % c c c._ �J S L Process Welder Cert on File Electrode Detail(s) Location/Comments Yes No Type Size ca^on ra w z S L. SL V. O CQ o to Loi Wo tT Com. D,t�Q.ce I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability 1 have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. Inspector: Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page I of 1111111 I III III VIII IIII 68 Vounq.9ns edion Services IE r.Palm ute B PMB 1190 Desert Hot Springs, CA 92240 (760) 427-7796 PROTO IITM WALL SYSTEMS SPECIAL DEPUTY INSPECTION FORM Direct Tension Indicator (DTI, compressible washer) method of inspection And/or Torque Method of Inspection Date of Deputy Inspection November 10, 2006 As an accredited and certified Special Deputy Inspector of Proto-IITM Wall Systems, I, Tim Young, hereby witnessed and certified the torquing of the post -tension rods to 6,000 lbs. via visual inspection of the DTI verifying collapse of the tabs (night leaks between DTI tabs and bottom of t/2" nut) OR by witnessing and certifying the torquing of the rods to 6,000 lbs. via a calibrated torque wrench set to 55 ft/lbs. A. Installer: John Barajas Masonry Builder/Owner: T.D. Desert Development ..._ B. Project Name: Andalusia at Coral Mountain Tract No: 31681 Lot inspected: 23 ' Street• - Aracena Permit No. 06-3103 •' Wall locations: Walls West of Lot 23: C. Wall system description: All walls constructed using 6"4ide block Wall heights include 6'-8", 4-8" and 3'-4" D. Visual inspection of mortar integrity. Acceptable ® Yes ❑No E. Height: 6'-8" Length: 116 LF Rods @ 4'-8" O.C. Height: 4'-8" Length: 4 LF Rods @ 8'-0" O.C. Height: 3'-4" Length: 16 LF Rods @ 8'-0" O.C. Height: Length: LF Rods @ O.C. Is rod spacing and location per the PDS for this project? ®Yes ❑ No F. Are threads, plates lubricated and plates bearing on three block surfaces? ®Yes ❑ No Wall approved by Special Deputy Inspector g ICC 5278047-84 ar�n 9ns�ecfion �ervzces, ite B PMB Desert Flut Springs, CA 92240 (760) 427-7796 PROTO IITM WALL SYSTEMS SPECIAL DEPUTY INSPECTION FORM Direct Tension Indicator (DTI, compressible washer) method of inspection And/or Torque Method of Inspection Date of Deputy Inspection November 10, 2006 As an accredited and certified Special Deputy Inspector of Proto-IITM Wall Systems, I, Tim Young, hereby witnessed and certified the torquing of the post -tension rods to 6,000 lbs. via visual inspection of the DTI verifying collapse of the tabs (no light leaks between DTI tabs and bottom of %" nut) OR by witnessing and certifying the torquing of the rods to 6,000 lbs. via a calibrated torque wrench set to 55 ft/lbs. A. Installer: John Baraias Masonry Builder/Owner: T D Desert Development B. Project Name: Andalusia at Coral Mountain Tract No: 31681 Lot inspected: 23 Street: Aracena_ Permit No. 06-3103 Wall locations: Walls West of Lot 23. C. Wall system description: All walls constructed using 6" wide block Wall heights include 6'-8", 4-8" and 3'-4" D. Visual inspection of mortar integrity. Acceptable ® Yes pNo E. Height: 6'-8" Length: 116 LF Rods @ 4'-8" O.C. Height: 4'-8" Length: 4 LF Rods @ 8'-0" O.C. Height: 3'-4" Length: 16 LF Rods @ 8'-0" O.C. Height: Length: LF Rods @ O•C- Is rod spacing and location per the PDS for this project? ®Yes ❑ No F. Are threads, plates lubricated and plates bearing on three block surfaces? ®Yes ❑ No Wall approved by Special Deputy Inspector LTi 0 g ICC 5278047-84