Loading...
13-0204 (RPL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 13-00000204 60705 WHITE SAGE DR 764-270-999-66 -300231- POOL - RESIDENTIAL LOW DENSITY RESIDENTIAL 12292 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Architect or Engineer: Allk LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury t 1 am icensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busi ss d rofe Code, and my License is in full force and effect. Licensfe�Cla C10 C53 censel,,: 634338 Date: L 2. s tractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of ry 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 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 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 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, 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 Owner: NEWMAN 60705 WHITE SAGE LA QUINTA, CA 92253 Contractor; CLASSIC POOLS & SPAS 79461 40TH AVENUE BERMUDA DUNES, CA 92203 (760)345-8302 Lic. No.: 634338 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/26/13 FEB 2 2013 CITY OF LA QUINTA 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 CASTLEPOINT INS Policy Number WCPBC1252213 _ 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 a�eco"e come subject to the workers' compensation laws of California, and agree that, if I shou subjec o the workers' compensation provisions of Section 3700 of the Labor Co , Iorthw' omp with those provisions. Date:AINGI. plicant: WARURE TO SEC" KERS ' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO RIMINAL 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 abo ' for ation is rrect. I agree to comply with all city and county ordinances and state laws relating to buildin c str tion, an y aut rize representatives of this count to enter upon the above-mentioned propert or s ction p oses. Date: ill�naj re (Applicant or Agent): %7 Application Number . . . . . 13-00000204 Permit . . . MECH POOL Additional desc . . Permit Fee . . 26.00 Plan Check Fee 6.50 Issue Date Valuation . . . . 0 Expiration Date 8/24/13 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 11.0000 ---------------------------------------------------------------------------- EA MECH FURNACE >100K 11.00 Permit BLDG POOL PERMIT Additional desc . . Permit Fee . . . . 144.00 Plan Check Fee 93.60 Issue Date . . . . Valuation . . . . 12292 Expiration Date . . 8/24/13 Qty Unit Charge Per Extension BASE FEE 45.00 .11.00 9.0000 ---------------------------------------------------------------------------- THOU BLDG 2,001-25,000 99.00 Permit ELEC POOL PERMIT -RES Additional desc . . Permit Fee . . . . 15.00 Plan Check Fee 3.75 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/24/13 Qty Unit Charge Per Extension -------------=-------------------------------------------------------------- BASE FEE 15.00 Permit PLUMBING Additional desc . . Permit Fee . . . . 27.00 Plan Check Fee 6.00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/24/13 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 6.0000 EA PLB FIXTURE 6.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 ---------------------------------------------------------------------------- EA PLB GAS PIPE 1-4 OUTLETS 3.00 Permit WALL/FENCE PERMIT Additional desc . LQPERMIT Application Number . . . . . 13-00000204 Permit . . . . . . WALL/FENCE PERMIT Permit Fee . . . . 144.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 12292 Expiration Date . . 8/24/13 Qty Unit Charge Per Extension BASE FEE 45.00 11.00 9.0000 THOU BLDG 2,001-25,000 99.00 ---------------------------------------------------------------------------- Special Notes and Comments INSTALL SPA ONLY WITH EQUIPMENT, 13 L.F. BLOCK WALL 4 FT. HIGH (PER ORCO BLOCK DETAIL), BBQ AND FIRE PIT PER APPROVED PLAN. 2010 CODES. --------------- Other Fees . . . -------------------------------------------- . . . . BLDG STDS ADMIN (Sbi473) 1.94 Fee summary Charged Paid Credited ---------------------------------------- Due ----------------- Permit Fee Total 356.00 .00 .00 356.00 Plan Check Total 109.85 .00 .00 109.85 Other Fee Total 1 1.00 .00 .00 1.00 Grand Total 466.85 .00 .00 466.85 LQPERMIT 2Iz5I9ef� Bin # City Of L.C1 Qui%1La Budding 8c Safety Division P.O. Box 1504,78-495 Calle Tampico CA 92253 -(760) 777-7012 Building Permit Application* and Tracking Sheet Permit # 2�La.Qutnta, l Project Address: n — ©SLoh,, t? Sq Owner's Name:. w 01 aN A. P. Number. Adder: Legal Description: City, ST, Zip: L Contractor. aaS ' oC)C-S- S' SS Telephone: Address: Q G �,t o 4—j J Project Description: City, ST, Zip: o,, 011, Telephone:' ..q'11 cY7 . (CCS 6 State Lic. 4: 3 City Lic. #; Arch., Engr., Designer. Q C 1 e ' C_ Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: � —,� — `� 2 . pe: Occupaacy: cle one): New Add'n Alter Repair Demo #Stories: #Univ jp� Telephone # of Contact Person: of Project ( U cT APPLICANT: DO NOT WRITE BELOW THIS LINE M Submittal P q'd Rcc'd TRACENG PERWr FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit, Truss Calcs. Called Contact Person Plan Cheek Balance Titie 24 Calci. Plans picked up Construction Flood plain plan Plans resubmitted Mechalaw Grading plan 2'' Review, ready for correctionsrissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S,M.L H.O.A. Approval Pians resubmitted Grading IN HOUSE:- s'` Review, ready for correctionslissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees C1 ` 0 m 4 Q A In TZ IT rTH rInTrITInrrlrl � III IIIIIIIIIIIIIIIIIIIII III II IIIilllllillillll .,'9' ' F�-� v ° 4 • IIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIII � o IIIIIIIIIIIIIIIIIIIIIII III II II II IIIIIIIIIII 'I r IIIIIIIIIIIIIIIIIIIIIII III II II II IIIIIIIIIII �•. I IIIIIIIIillllllllllllllllllllllllllllllllllllllll s I K9 NSTW�W; GGu I a��aa c� I ^, 40 n d 1 ' o I EXISTING�o a �I RESIDENCE a� 4 I I II � I 41 5FA MATERIAL SGHEDULE iI I. POOL DECK COLORED STAMPED CONCRETE, COLOR TO BE SELECTED I DOOR 2. SPA RA15ED +IS", WITH A LIGHT BROOM FINISH ON COLORED CONCRETE COPING i I 3. SPA WATERLINE TILE TO BE SELECTED (GAT.#U W e 4. RAISED BOND BEAM +30", WITH A LIGHT BROOM FIN15H ON COLORED CONCRETE GAP U i I 5. TWO, 18' WIDE SHEER DESGENT5 ON RAISED BOND BEAM �� b. RAISED BOND BEAM TO HAVE STONE ON SPA SIDE, STONE TO BE SELECTED j ch I NEM 0 1. RAISED BOND BEAM TO HAVE 5nX40 VENEER FIN15H ON THE BACK 51DE W to IPE°' I 8. SPA TO HAVE PLASTER, COLOR TO BE SELECTED Q p m I' 9. SPA LIGHT � uj Q I c� L, z t= z I DRNEWAY - z CITY OF A QUINTA 5 BUILDING & SAFETY DEPT. r- APPROVE© W I FOR CONSTRUCTION Z SIDEWALK DATE2 %t BY _a fol Er6Jt/M s+T MM+n• A149 Z WHITE SAGE DRIVE e 'b'[VR�a rVb P�431Q �s a CLI (_portant Notice - Underground Service Alert Section 4216/4217 of the CouernmeW Code requires a Dig Alert Identification Number be issued before a SHEET • C-1 'f§rmit fo 64cau>te' wilt be ualtd For your Dig Aced THESE PLANS, DRAWINGS AND SPECIFICATIONS ARE NOT -TO BE REPRODUCED, Identification Number call Underground Senwe Alert CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT THE scALE Ire = -o DATE: 2-12-13 TOLL FREE at 1-600-227-2600 two working days before you dig. EXPRESSED WRITTEN CONSENT OF CLASSIC POOLS/SPAS NORTH 0 +' e• a 2P az• SPA PLAN AREA SGHEDULE SPA 56 . Ft. SPA PERIMETER 30 Ln. Ft. SPA DOPING 30 Sq. Ft. I:OLORED CANGRETE 295 5q. Ft. GA5 LINE 145 Ln. Ft. HB' RAISED BOND BEAM 30 . Ft. 4' HIGH BLOCK WALL 13 Ln. Ft. ORCO STANDARD 6' TO 8' CMU SITE WALLS OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 2010 CBC 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE - 150 PCF 3. GROUT STRENGTH = 2000 PSI 6128 DAYS - 4. REINFORCING STEEL : GRADE 60. 5. 1500 PSI MASONRY COMPRESSION STRENGTH. 6616, 6616, OR 6618 CMU GROUTED ONLY @ VERT STEEL NOTES: 1. CONCRETE BLOO(SHALL CONFORM TO ASPM C 90 SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. CITY OF LA CITY OF LA QUINT, BUILDING & SAFETY DEP APPROVED FOR CONSTRIMTIMI ?oof ES N S. o Fy ~ C31925 ExF- 12-31-2012 7 Sr4l - 1 V 1 �- ��• R OF CA \f 0 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112 PARTS SAND TO 3-112 PARTS GRAVEL WITH A.MWMUM OF 1-112 1^ DROP-IN BAR GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE ITN. k = 2500 PSI 4 46 STD JOINT 3. REINFORCING S7FEL SHALL BE DEFORMED AND CONFORM TO REINFORCEMENT @24'01C ASTM A 625 GRADE 60. PROVIDE 48 BAR DIAfSiETER LAP. (3 PLACES - 4 RACESFOR 7 2 & B' WALLS). USE A'5 5717. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN C FOR SLUMP BLOCK WHICH IT IS LOCATED. S. CONCRETE BLOCK SHALL BE LAYED IN A REMINING BOND W PATTERN WITH VERTICAL CONTINUITY OF T PE CELLS UNO. yf NOTE PROVIDE 04 DOWEL 8 04 DROP-IN BAR AT EACH SIDE OFCONTROL K)INTS, 6. ALL BLOCK CELLS CONTAINING VERTICAL AIEBAR SHALL BE SOLID GROUTED. ENDS OF WALLS AND 0 WALL O HEIGHT CHANGES 7. USE TYPE S MORTAR PROPOR71ONED USIxG ASTM C 270 PART 00 CEMENT TO 1/2 PART LIME TD 4-112 PARTS DAMP, LOOSE SAND. O B. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART Q CEMENT TO 3 PARTS SAND (GROUT MAY COIrTAIN 2 PARTS 3/8" tp pEA GRAVEL IF WEATHER CONDITIONS ARE r4VORABLEAND BLOCK UNOBSTRUCTED CELL SIZE IS SUFRCIENT To ALLOW GOOD GROUT )C DOWEL @ CENTER OF FLOW). WATER SHALL SEADDED TO PRODUCE GOOD GROUT FLOW CMU WITHOUT SEG2EG4770N OF THE COASITUEPT5. 9. BLOCK STEM MAYBE WET -SET I-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC BLOCK STEM MAY BE PLACED TO THE TRENCH TYPE FOOTIAG g LEVEL GRADE BOTH SIDES EITHER EDGE OF `v 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR DN COMPACTED ALL KTP4 A MINIMUM COMPACTION OF 90 %. 04 HORZ CONT. 11. FIRST INSPECTION TO BE AFTER FOOTAeG TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED ZUEEL IS TIED IN PLACE. ry SECOND INSPECTION TO BE WHEN THE RECUIRED VER77CAL IS IN ^ PLACE AND THE BLOCK WALL IS READY TO CROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40 0/C. 20'01C FOR 'W' CONT. FOOTING WALLS TO BE MORTAR WASHED OR STUCCC° COATED. SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. CITY OF LA CITY OF LA QUINT, BUILDING & SAFETY DEP APPROVED FOR CONSTRIMTIMI ?oof ES N S. o Fy ~ C31925 ExF- 12-31-2012 7 Sr4l - 1 V 1 �- ��• R OF CA \f 0 wq CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING WIND MAX. 'W' DESIGN WALL SPREAD FOOTING 'X' DOWEL 'Y' BAR SPEED HEIGHT WIDTH #4 @ 40" 0/C 33" #4 @ J40" 0/C V U 6'-0" 11-9* 30' 0/C - IB' CMU L8* 36' 0/C - IB' CMU (n -- (I:8" #4 @ 40" 0/C 33" #4 @ 40" OIC M W Q 6'-8" 1'-10" 36' O/C - IB' cnu Z Q W W 9" --L 9" 30' 0/C - IB' CMU CL _ #4 @ 32" 0/C-- #4 @ 32" 0/C CL T-4" 21-0" �33p 27' 0/C - 1e' CMU F- 27' 0/C.- IB' CMU 10" 10 co cD 33" #4 @ 24" 0/C-LIo- #4 @ 24" 0/C 8'-0" 2'-3" IB' 0/C - IB' CMU 30' 0/c -IB' CMU 10" FOR 57DEYARD RETL/RN WALLS WMME DRAINAGE SWALE D A 1/2 BLOCK NAYLEFT Oi/T ®SWALE GRADE PROVIDE 04 DOWEL AND t4 DROP-IN BIR ON EACH SIDE Of ME J12 BLOCK MM • AS SHOWN. L ®FAOI SIDEOF /T W/ M DRO) -JN BAR KOUT CUNT. FDOWAG eau rac �v�aois a�L ae„wt i� Ma¢ aaMr. � ra,Lt�m. Mldr¢ X Mbr. W MiD MLYEIGYT GIEN Ppl1[p. o O op O p O O ^ y o "• T .o o 0 0• •4 !' NAgLfrM.OeWfPv-IO.MCJr• MAL W MO MLATM'!' LIEN roll xv. MIMtt mt a aowntora !'•Y CITY OF LA QUINTA FOOTING STEP DETAIL ca�FE ON O dtul u m C31925 z * EAP. 12-31-2012 s91� ��. F CA fo��ao