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06-3702 (SOTB)58194 Aracena IIIIIIIIVIIIIIIVIIIIIII 73 IE P.O.-BOX 1504 X78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 06-00003702 Property Address: 58194 ARACENA APN: 764-200-999-24 -316812- Application description: STRUCTURES OTHER THAN BUILDINGS Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 5000 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business an Professidnals Code, and my License is in full force and effect. License Class: CJ8 C27 C29y License No.: 656128 Date: G C ractor: ir 0 ER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am a empt 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 Code) or that he or she is exempt therefrom and the basis foe 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 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and 11-1 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 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.). (_ I 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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/18/06 Owner: CORAL OPTION 1, LLC P.O. BOX 1716 LA QUINTA, CA 92253 d a Contractor: - OCT 19 2006 CALIFORNIA POOLS & SPAS CITY OF P.O. Box lzso FINAN EBQEINTA COACHELLA, CA 92236 FVr (760)398-9222 Lic. No.: 656128 ------------------ 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. p I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor T' Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy nurVber are: Carrier SEA13RIGHT Policy Number BB1060510 _ I certify that, in the performance o the work for which this permit is issued, I shall not employ any person in any manner so as t me subject to the workers' compensation laws of California, and agree that, if 1 should com s bject to the workers' compensation provisions of Section 3700 of the Labor Code shall f rth "th comply with those provisions. ate: A cant: WARNING: FAILG EURE WORKERS' CO PENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTI S 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 ve information is correct. I agree to comply with all city and county o7-er nances and state laws relating to buildin s ion, and hereby authorize representatives of this ou yy t upon th above-mentioned property or 'nspectio purposes. te:`/ Si lure (Applicant or Agent): Application Number . . . . . .06-00003702 Permit . . BUILDING PERMIT , Additional desc . . Permit Fee . . . . 72.00 Plan Check Fee 46.80 Issue Date . . . . Valuation . . . . 5000 '. Expiration Date 4/16/07 Qty Unit Charge Per Extension BASE FEE 45.00 3.00 9.0000 --=------------------------------------------------------------------------- THOU BLDG 2,001-25,000 27.00 Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee . . 17.25 Plan Check Fee 4.31 Issue Date Valuation . . . . 0 Expiration Date 4/16/07 Qty Unit Charge 'Per Extension BASE FEE 15.00 3.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 2.25 ---------------------------------------------------------------------------- Special Notes and Comments BBQ - ANSI #Z21-58-1995 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ENERGY REVIEW.FEE 4.68 STRONG MOTION (SMI) - RES .50 Fee summary Charged --------------------------- Paid Credited ---------- Due Permit Fee Total -------------------- 89.25 .00 .00 89.25 Plan Check Total 51.11 .00 .00 51.11 Other Fee.Total 5.18 .00 .00 5.18 Grand Total 145.54 .00 .00 145.54 w LQPERMIT .................................. . Bin # Permit # 3� Project Address: cS�_lt A. P. Number: :Legal Description: Contractors — 1. 'City, ST, Zip• 1Y`1 r Telephone: %6� 3q�c12� State Lie. # : Z Arch., Engr., Designer: Address: - City, ST, Zip: Telephoner .. -State Lic. #: 777777 7. Name of Contact Person: 'Telephone* of Contact Person: # Submittal Rey+4 Plan Sets Structural Calcs. Truss Calcs. Energy Calcs. Flood plain plan Grading plan` Subcontactor List Grant Deed ILO:A. Approval IN HOUSE: - Planning Approval Pub. Wks. Appr School Fees Reviewed; ready for. corrections Called Contact Person . Plans picked up Plans resubmitted ;'!. Review, ready for corrections/issue Called Contact,Person Plans picked up Plans resubmitted Review, ready for corrections/issue Called Contact Person Date of permit issue Plan Check Deposit Plan Check Balance Construction s Mechanical Electrical :Plumbing ittlA S.M.I. Grading Developer Impact Fee WWI a:ljlL,7 r •' MIA`• •, a 177_1'-IrJ7' AT toy, V, -o r 11L t -v-5, "Ao 6vvTtA) A�i hi .4 111"o -j 021, o �cr,- 11 . ........... . .. . . . . C>-rcr-i tZ hr hk A,,J P 55PA F,7kc,6_ f6X 6L. CONSTRUCTION AUTHORIZATION 1 7 SALES 11 FIELD DIG PRE-GUNITE UNDERGROUND MASONRY DECK SPECIFICATIONS TYPE c 11 S'Z' _X SURFACE AREA OF POOL PERIMETER DEPTHS MIN. MAX SPA SPECIFICATIONS TILE SIZE "Y X _" SQ. FT. SPA DAM WALL WIDTH 60,il NO. OF JETS 'B LIGHT (0 TILE TYPE WATER LINE t at `fir TILE TRIM QUARTER ROUND RAISED SPA AT R.B.B. TILE SPILLWAY TYPE SPECIAL NOTES I DECKING SQ. FT KNISH B3"+-�3'svu EXPANSION JOINTS CANTILEVER DECK DRAINS EXCAVATION STEEL TYPE ACCESS FROM ELEVATION DEEP END RAMP LOVE SEAT DECCO DRAIN CONCRETE REMOVAL LOADS CURB CORE SOD REMOVALLOADS TREE REMOVAL BYSTEP STEPS FACE IRRIGATION REMOVAL ELY t� TILE BASE IRRIGATION REPAIR- 6* R.B.B. It SAND AND VISQUEEN RIBBONS NI'5'z:o; 04?� 12" R.B.B. ft 18' R.B.B. ft. 24" R.B.B. MOW STRIP 'i v R.B.B. ft. , 146' TAN SHELF DEPTHK -MASONRY ROCK POCKETS ""I' - CENTEPS "0" % 57 zc V�"* COPING , TYPE 'c0'.t. - R.S.B. FACING SPILLWAY TYPE SIZE STEPS PLUMBING FILTER SIZE (po 14 �z POOL PUMP 5 BOOSTER PUMP SIZE ADD'L PUMP SIZE PROP. EXT. WALLS PLANTER WALL RETAINING EQWALLS UIP. WALLS FIRIPIT ADO'L PUMP SIZE HEATERC�- �fUOJ 1 *1 SIZE .4500Z' TIME CLOCK SUB PANEL ke. hL,4) ADD'L OUTI IS SKIMMER TYPE FILL LINE GAS LINE 5 STUBS FOUNTAINS/SPRAYHEADS SE';'MM V ­,"O' 10- PEBBLE/PLASTER LIGHTS POOL 2-" -;�' c� LIGHTS SPA ,^26.'R ROLLED BOND BEAM BEHIND SPA SHEER DESCEBTS EYEBALLS LIGHTS IN POOL QI-) IN SPA I �So FENCING FENCE TYPE STUB SET EQUIPMENT MISC. - 1. - ?.%s 0 PLUMBING SIZE HEIGHT GATE GUN"TE GATE REVERSAL DEEP END RAMP REBNM40 & REHANG EXTENDED 2nd STEP LOVESEAT EST, START SPILLWAY TYP CANTILEVER EST. COMPLETION COPING OTHER �Ato�,�4 R.B.B. - SEE STEEL OWNER TO: (1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT LAYOUT ON DAY OF EXCAVATION (2) TAKE NOTICE THAT POOL AND EQUIPMENT LOCATIONS 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 -- 00 NOT USE RUBBER HOSE) (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. NAME ANDALUSIA LOT 24-.B STREET 58-154 ARACENA JOB ADDRESS ANDALUSIA ICITY LA Q PHONE OFFICE RES LOT 24-B TRACT 31681-2 PAGE BOOK MAP BOOK PAGE NO, ICITY MAIL ADDRESS CONSTRUCTION OFFICE PHONE NO, SCALE DATEDRAWN BY _TSOLD BY LY GRAHAM JOB# 'R E- V I S 111 N S ra I C I r-1 M 4-A Wl &W= MCA CKE DATE I SELECTIDNS I STONE TILE A=z' BOULDERS DECK COLOR DANDY PEBB,/PLAS I SIGNATURE I DRAINAGE NOTE: Drainage and irrigation for planters and pots, by others, unless otherwise noted. Ln Ln vI m 03 o to < co JN Wx Lf CD L) 0 Z C-4 L0 En z < 0) 00 W < 00 MAI LENGTH VARIES 88II LC.8:0. # _— ANSI # Z�ZV 2 -IL l `r" C I FREE-STANDING OUTDOOR KITCHEN - FRONT ELEVATION BTU f 1/2"=1'-0" U.L. APPROVED. LIGHT GRILL F�lI Y I > L— — — GJ =` IA FREE-STANDING OUTDOOR KITCHEN - PLAN ADAPT DIMENSIONS �E TO FIT APPLIANCES 6x8xl6 CMU- GROUT.CELLS WITH STEEL #4 BARS VERT. AT 24" O.C. (TYP.) �- -- — —-----.--- rF w w Lu BBQ LAYOUTS MAY VARY. o� FOOTING SIZE a REINF. ARE TYPICAL. i > I I LENGTH VARIES L FREE-STANDING OUTDOOR KITCHEN - FOUNDATION PLAN STONE CAP, TILE I I OR POURED CONC. #4 BAR HORIZ. AT 32' O.C. (TYP.) 3" 6XSX16 CMU GROUT CELLS WITH STEEL #4 BAR VERT. AT F.S. 24' O.C. (TYP.). ILI . L•_ ,_ 2-#4 BARS HORIZ. CONT. -� . 6" VARIES J ' n FREE-STANDING BBQ - WALL SECTION IV . .ISLAND - SIDE ELEV. STAINLESS GRILL STEEL LIGHT 'SINK PROVIDE VENT, WASTE, AND PLUMBING FOR SINK ON SEPARATE TONE OR CONSTRUCTION DOCUMENT. ILE OUNTER PC 00 O O Int RAF. GFI Na OUTLET w PRE-HUNGp p STUCCO OR LIGHT S.S. DOORS SWITCH STONE (WATERPROOF) VENEER LENGTH VARIES 88II LC.8:0. # _— ANSI # Z�ZV 2 -IL l `r" C I FREE-STANDING OUTDOOR KITCHEN - FRONT ELEVATION BTU f 1/2"=1'-0" U.L. APPROVED. LIGHT GRILL F�lI Y I > L— — — GJ =` IA FREE-STANDING OUTDOOR KITCHEN - PLAN ADAPT DIMENSIONS �E TO FIT APPLIANCES 6x8xl6 CMU- GROUT.CELLS WITH STEEL #4 BARS VERT. AT 24" O.C. (TYP.) �- -- — —-----.--- rF w w Lu BBQ LAYOUTS MAY VARY. o� FOOTING SIZE a REINF. ARE TYPICAL. i > I I LENGTH VARIES L FREE-STANDING OUTDOOR KITCHEN - FOUNDATION PLAN STONE CAP, TILE I I OR POURED CONC. #4 BAR HORIZ. AT 32' O.C. (TYP.) 3" 6XSX16 CMU GROUT CELLS WITH STEEL #4 BAR VERT. AT F.S. 24' O.C. (TYP.). ILI . L•_ ,_ 2-#4 BARS HORIZ. CONT. -� . 6" VARIES J ' n FREE-STANDING BBQ - WALL SECTION IV . .ISLAND - SIDE ELEV. May 30 06 08:40a RF STRUCTURAL&SAnTAMARIA 760 836 0856 p.4 _- - - IIIIIIIIIIIIIIIIIIIIIIIII74 R F STRUCTURAL CONSULTANTS, INC. IE 75-153 MHRLE DRIVE, STY-'. 11, PALM DESERT, CA 9221 1 I'I IUNJ: (760) 836-1 ON) FAX (760) 836-0856 E. -MAIL RAYM JIB(cr1Rf;S'fi:(JC'I'(JRAI..COM MAY 30, 2006 T.D DESERT DEVELOPMENT, L -P. C/O SPARKS CONSTRUCTION POST OFFICE BOX 1716 LA QUINTA, CA. 92247 Attn.: Mr. NOLAN SPARKS Re.: THE ANDALUSIA AT CORAL MOUNTAIN LOT # 24, PLAN 2MCR 58-194 ARACENA LA QUINTA, CA. FOI,I.,OW-UP 3'O WALK T 1R000H JOB NO.: 4306 DEAR NOLAN TI[1S LETTER ADVISES THAT WE HAVE OBSERVED THE STRUCTURAL REQUIREMENTS THAT ARE VISIBLE DURING CONSTRUCTION ATTHE TIME OF OUR SITE VISIT, WE BELIEVE THA'r THE AS -BUILT CONSTRUCTION A'f THE TIME OF OUR VISIT I5 IN GENERAL, CONFORMANCE WITH OUR STRUC'T'URAL PLANS AND RELEVANT CORRESPONDENCE ISSUED BY OUR OFFICE, WE OBSERVED THE BUILDING IN ITS FRAMED CONDI'T'ION PRIOR TO INSTALLATION OF DRYWALL AND STUCCO. WE OBSERVED THE VISUAL AND ACCII;SSIBLE STRUCTURAL REQUIREMENTS. (EXCLUSIONS ARE ITEMS SUCH AS: FOO'T'ING SIZE AND REINFORCEMENT, TOP PLATE SPLICES, ROOF SHEATHING, AND ANY STRAPS ABOVE TUE ROOF SHEATHING.). R[.3SPECTFULLY SIJBMIT,rFD ZEYAD FAQIH, PE No- s;. C� 0 Norm 9TPedion S'evvieff 12155 Palm r. uite B 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 (no light leaks between DTI tabs and bottom of %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: 24 Street:., Aracena Permit No. 06-3129 Wall locations: Walls West of Lot 24. C. Wall system description: All walls constructed using 6" wide block Wall heights include 7'-4", 4-8" and 3'-4" D. Visual inspection of mortar integrity. Acceptable ® Yes ONO E. i IIIIIIIIIIIIIIIIIIIIIIIII 75 IE 7'-4" Length: 128 LF Rods @ 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 %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: 24 Street:., Aracena Permit No. 06-3129 Wall locations: Walls West of Lot 24. C. Wall system description: All walls constructed using 6" wide block Wall heights include 7'-4", 4-8" and 3'-4" D. Visual inspection of mortar integrity. Acceptable ® Yes ONO E. Height: 7'-4" Length: 128 LF Rods @ 4'-0" O.C. Height: 4'-8" Length: 4 LF Rods @ 8'-0" O.C. Height: 4'-0" Length: 16 LF Rods @ 8'-0" O.C. Height: 3'-4" Length: 7 LF Rods @ 8'-0" 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 •ung ICC 7-84 Vau9w ectzan Seryces7796 ite B PMB 190 Desert Hot Springs. CA 92240 ( ) 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: 24 Street: Aracena ` Permit No. 06-3129 SS Wall locations: Walls West of Lot 24. r -��Q9 ? C. Wall system description: All walls constructed using 6" wide block Wall heights include 7'-4", 4-8" and 3'-4" D. Visual inspection of mortar integrity. Acceptable ® Yes ❑No E. Height: 7'-4" Length: 128 LF Rods @ 4'-0" O.C. Height: 4'-8" Length: 4 LF Rods @ 8'-0" O.C. Height: 4'-0" Length: 16 LF Rods @ 8'-0" O.C. Height: 3'-4" Length: 7 LF Rods @ 8'-0" 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' E ouu ICC 5278047-84