The URL can be used to link to this page

09-0243 (RPL)P.O. BOX. 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Q9-00000243 Property Address: 52695 VIA SAVONA APN: 772-410-999-15 -298943- Application description: POOL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 30000 Tuvl 4 4 a" Applicant: Architect or Engineer: �(A BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED Co CTOR'S DECLARATION I hereby affirm under penalty of perj ry t 1 am lice ed nder provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the B iness nd Pr es ' nals Code, and my License is in full force and effect. Lic as CB 10, 27, 2 License No.: 656128 Date: tractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury hat am exempt from the Contractor's State License Law for the following reason (Sec. 7031.51 Business 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, 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 ISec. 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 Owner: BECKY 52695 VIA SAVONA LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/18/09 Contractor: D TESERRA Q P.O. BOX 1280 COACHELLA, CA 92236 (760) 398-9222 MAR 19 Z009 !1 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. 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 SEABRIGHT Policy Number BB1080510 _ I certify that, in the perfotipaN of the work for which this permit is issued, I shall not employ any person in any manner so become s to the workers' compensation laws of California, and agree that, if I should beco u ' t the workers' compensation provisions of Section 13ZW of the Labor Code, I shall ply with those provisions. WARNING: FAILURE TO SECURE WORKERS' MPENSATION COVERAGE IS W1 UL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PEN TIES AND CIVIL FINES UP TO ONE HU DRED THOUSAND DOLLARS ($100,000). IN ADDITION TOT E 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 issuanceo is permit. 2. Any permit issued as a result of this appli a ' n becomes null and void if work is not commenced within 180 days from date of issuance o su permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that he abo infor ation is correct. I agree to comply with all city and county ordinances and state laws relating to b ilding c do d hereby authorize representatives of this 0 y to enter upon a above-mentioned prop rty i e ' n rposes. ate:. ' ature (Applicant or Ag e Application Number . . . . . 09-00000243 Permit . . . . . BLDG POOL PERMIT . Additional desc . . Permit Fee . . . . 284.50 Plan Check Fee 184.93 Issue Date . . . . Valuation . . . . 30000 Expiration Date 9/14/09 Qty Unit Charge Per Extension BASE FEE 252.00 5.00 6.5000 ---------------------------------------------------------------------------- THOU BLDG 25,001-50,000 32.50 Permit . . . MECH POOL Additional desc . Permit Fee . . . . 26.00 Plan Check Fee 6.50 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/14/09 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 . . . . 75.00 Plan Check Fee 18.75 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/14/09 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 30.0000 ----------7----------------------------------------------------------------- EA ELEC PRIVATE SWIMMING POOL 60.00 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 39.00 Plan Check Fee 9.75 Issue Date . . . . Valuation . . . 0 Expiration Date 9/14/09 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 6.0000 EA PLB FIXTURE 18.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 --------------------------------------------------------- EA PLB GAS PIPE 1-4 OUTLETS m 3.00 . . . . . . WALL/FENCE PERMIT LQPERMTT Application Number . . . . 09-00000243 Permit . . . WALL/FENCE PERMIT Additional desc Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 64 Expiration Date . . 9/14/09 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and.Comments, POOL/SPA, COURTYARD WATER FEATURE & FOUNTAINS, MASONRY BBQ, INCLUDES 100 L.F. 1 1/2" GAS LINE. ALARMS/BARRIERS SHALL BE IN PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED. m ------------------------------------- Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 2.00 Fee summary Charged Paid Credited Due ------------------------------------- Permit Fee Total 439.50 ---------- .00 ---------- .00 439.50 Plan Check Total 219.93 .00 .00 219.93 Other Fee Total 2.00 .00 .00 2.00 Grand Total 661.43 .00 .00 661.43 LQPERMIT Bin # City of. La Quinta Building 81 Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 9� Building Permit Application and Tracking Sheet Permit # 1 - Da Project Address: % Z SAI/A Owner's Name: A. P. Number: Address: Legal Description: ' Contractor: City, ST, Zip: Telephone: Address: b--Ve-rJ 0-- Project Description: City, ST, Zip: � `7 VLL 36 Telephone: g2-2Z State Lic. # : 5 City Lic. #: Zl� f�� r�Ctiill7/ 1j it-'i'2 D2 ipL Arch., Engr., Designer: Address: � / /V /D / 1r a t, City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: Construction Type: Occupancy: Project type (circle one) New Add'n Alter Repair Demo Sq. FL: 55 # Stories: # Units: Telephone # of Contact Person: Mvc C)-- UZ $ 1 Estimated Value of Project: K APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING. PERMTT FEES Plan Sets Plan Check submitted tem Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance 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 Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading W HOUSE:- ''d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees R ` �' PAELL 9NGI EER]r G GROUP, -INC. 751 Sunny Grove Ln. . Glendora, CA 91741 . PH: (626) 335-4362 ® FAX (626) 963-4812 ENGINEERING. -CALCULATIONS AND DETAILS FOR SPECIAL BOND BEAM BUILDING INTERFACE DESIGN TE: GINEER: BECKY RESIDENCE 54 VIA SAVONA LA Q U I N TA, CCOO Q�oF N w o No. C ac Exp. 6110 CML OF CAV* FEBRUARY 6, 2009- 9 1 b`0ckJ ts�C o fic. DOUGLAS R. FERRELL RCE # 32994, CALIFORN 751 SUNNY GROVE LAN GLENDORA, CA 7!�� x(626) 335X4362 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION Project: PAQ'RELL C5 ENGINEERING (.a" C-'?gkrlTA11, c. a GROUP, INC. Engineer: : 751 Sunny Grove Ln. PH: (626) 335-4362 Date: 0 Sheet of _t Glendora, CA 91741 FAX: (626) 963-4812 (moi i - �� , = -� �kJAk� To E ® Project: (R:x { � � t✓)� N CS PATRELL \)k ENGINEERING l' Q\)k t--� T -A c GROUP, INC. Engineer: 751 Sunny Grove Ln. PH: (626) 335-4362 Glendora, CA 91741 FAX: (626) 963-4812 Date: e O"t Sheet --Z of �� `''� � ,,•°`� -� Dv�'ty t3� G vel � �v+�c-�� Wt f� E,Pt�Go��7µ+.► .Je r N "X1a3r Zai -aek-Z . 1 h �� 6 pdo�;G 4n Project: ENGI1YEERING GROUP, INC. Engineer: D. 751 Sunny Grove Ln. PH: (626) 335-4362 Date: 'p'2' 10 Sheet=_ of Glendora, CA 91741 FAX: (626) 963-4812 FREESTANDING WALL DETAIL Tbb 1 IY\I V.JI 1 I V IV ASSUMPTIONS � DEFINITIONS CLK. f'c = CONCRETE COMPRESSIVE 5TRENGTH D = DEPTH OF POOL h = HEIGHT OF KA15ED BOND BEAM Z = MAX. STRAIGHT WALL HEIGHT 6 = ANGLE TO CRITICAL POINT ON WALL KADIU5 R = RADIU5 OF COVE tw = POOL 5HELL THICKNE55 - WALL Fy = ULTIMATE STEEL 5TRENGTH Tbb = POOL 5HELL THICKNE55 - BOND BEAM b = UNIT WIDTH OF BEAM f.5.= CONCRETE 5TRENGTH DE51GN FACTOR d5 = DEPTH OF STEEL Y5 = EQUIVALENT FLUID PRESSURE OF 501L y9 = GUNITE DEN5ITY CMI = BOND BEAM COUNTER MOMENT. Mn = NET MOMENT CM2= 5TRAIGHT WALL COUNTER MOMENT MU = ULTIMATE MOMENT Ayr = STEEL AREA - MINIMUM REQUIRED A5d = STEEL AREA - DE51GN F = FLEXURAL COEFFICIENTp =REINFORCEMENT RATIO KU = 5TRENGTH COEFFICIENT OF RESISTANCE FOR FLEXURE Project: FA ELL ENGINEERZNG GROUP, INC. Engineer: 751 Sunny Grove Ln. PH: (626) 335-4362 Glendora, CA 91741 FAX: (626) 963-4812 Date: 3-4 01 01 Sheet_ of FREESTANDING WALL DETAIL - EXAMPLE CALCULATION 501L LOADING CONDITIONS x= R— R -5m(0) x= 1. 14 ft Y = R•c05(0) y = 2.1 ft 3 Mn = ( 1 ft) •75. (2+ y) _ 4321b•ft Mn = 132 1 lb -ft G MU=MJ5 b d 5 2 F= 1 2000in3 Mu 1000 F WATER LOADING CONDITIONS 7w = G2.4pcf D3 Mnw = (I ft) •7w G G MU = 224G lb -ft MUw = Mnw•F5 b • d5W2 F = 0.009 Fw = 3 12000in Muw KU = 249.5 lb -ft Kuw = 1000 F w p = 0.0074 Ayr = p•b•d5 IA5r = 0.2GGin TRY #3 BAR @ 12" o.c. + (2) #4 13AR5 A5 = 0.502in2 Asr = pw'b'dsw 10.502in 2 < 0.271n dsw = 5m Mnw = 224G lb -ft Muw = 3819 lb -ft fw = 0.025 KUw = 153 lb -ft *' * Pw = 0.0045 IA5r 0.27 in CRITICAL GIVEN f'c = 2500 psi D = Gft h = Oft R= 2.5ft Z= D— R 0= 33de9 tw = Bin Tbb = 121n t, = Tbb — tw 1`5 = 1.7 75 = GOpcf 79 = 150pcf Fy = 40000 psi b = 121n ds = 3m 501L LOADING CONDITIONS x= R— R -5m(0) x= 1. 14 ft Y = R•c05(0) y = 2.1 ft 3 Mn = ( 1 ft) •75. (2+ y) _ 4321b•ft Mn = 132 1 lb -ft G MU=MJ5 b d 5 2 F= 1 2000in3 Mu 1000 F WATER LOADING CONDITIONS 7w = G2.4pcf D3 Mnw = (I ft) •7w G G MU = 224G lb -ft MUw = Mnw•F5 b • d5W2 F = 0.009 Fw = 3 12000in Muw KU = 249.5 lb -ft Kuw = 1000 F w p = 0.0074 Ayr = p•b•d5 IA5r = 0.2GGin TRY #3 BAR @ 12" o.c. + (2) #4 13AR5 A5 = 0.502in2 Asr = pw'b'dsw 10.502in 2 < 0.271n dsw = 5m Mnw = 224G lb -ft Muw = 3819 lb -ft fw = 0.025 KUw = 153 lb -ft *' * Pw = 0.0045 IA5r 0.27 in CRITICAL d Project: PAIR ELL V a Pr ENGIJ1 �EERZNG L Q� ct A. G]I8®E1P,q INC. Engineer: 751 Sunny Grove Ln. PH: (626) 335-4362 Date: 'ZI 101Sheet of Glendora, CA 91741 FAX: (626) 963-4812 -- QJ FREESTANDING WALL DETAIL GIVEN f'c = 2500 p51 Fy = 40000 p51 75 = GOpcf 79 = 150pcf 7w = G2.4pcf 501L INWARD EFFECTIVE FLUID PRE55URE = GO PGF WATER OUTWARD EFFECrIVEtFF FLUID PRZ55URE = G2.4 PC D T IVERTICAL R d i (in) " U (ft -Ib) r�sf (W) c12 (in) .... Ni, (ft -Ib) ^sf (int) .. A -,d (int) MARS 2'-G" G" 11-01 3 1. 0 0.05 3 27G 0.05 0. 1 1 #3 @ 12" o.c. 3'-O" G" P -O" 3 94 0.05 3 477 O.OG 0. 1 1 #3 @ 12" o.c. 3'-G" G" 1'-0" 3 293 0.05 3 758 0.09 0. 1 1 #3 @ 12" O.C. 4'-0" G" P -O" 3 577 0.07 3 1 1 132 0.13 0.22 #3 @ G" o.c. 4'-G" 7" 1'-O" 3 840 0.10 4 IGI 1 0.14 0.22 #3 @ G" o.c. 5'-O" 7" 1'-G" 3 1300 0.15 4 2210 0.20 0.22 #3 @ G" O.C. 5'-G" 8" 2'-0" 3 1 G04 0.19 5 2942 0.20 0.22 #3 @ G" o.c. G' -O" 8" 2'-G" 3 2245 0.27 5 3819 0.27 1 0.33 #3 @ 4" o.c. G' -G" 8" 3'-O" 3 2734 0.33 5 4,555 0.34 0.502 #3 @ 12" + (2) #4 7'-0" 8" 3'-G" 3 3593 0.45 5 GOG4 0.43 0.502 #3 @ 12" + (2) #4 7'-G" 9" 4'-O" 3 4290 0.54 G 7455 0.44 0.71 #3 @ 12" + (3) #4 8'-0" 1 1" 4'-G" 4 5402 0.49 7 9052 0.45 0.71 #3 @ 12" + (3) #4 8'-G" 12" 5'-0" 4 6331 0.59 8 10858 0.48 0.71 #3 @ 12" + (3) #4 AMAProject: ! . PATRELL ENGINEERING �^ GROUP, INC. Engineer: 751 Sunny Grove {.n. PH: (626) 335-4362 nt'7A1 CAV. coin I7(ItP' Coordinates of Critical Points Sp&1Q-J 0011, Moment Due To Soil Pressure Summed About The Critical Point On Radius. Countermoment Of Straight Wall And Bond Beam Also Taken About This Point. ,00rdinates: K = R — R•sin(33deg) y = R•cos(33deg) 3 = Z+y ' C = R—x D _ Z. R x_ y 6 4ft) Y(ft) __ (ft) .. eft) 3. 2 1 0.4.55 10.839 1 2.84- 3'..5' 2.5 1 '0.455 0.839 1 3.34 4 3 1 1 0.455 1 0.839 1 3.84 5 3.5 1.5 0.683 1.258 4.76 7 3.5 3.5 1.594 2.935 6.44 8 3.5 4.5 2.049 3.774 T27- 9 3.5 5.5 2.504 4.613 8.11 10 3.5 6.5 2.960 5.451 8.95 co � UJ o No. C3 m � m yE Exp. silo �k �9�OF AL O��P 00APe2 VvATWeATVIZE L-41 L02e12 Fov2 FAA fflR,OA�4,4I hIX VFOt,NTs 'ALL DECKING EXPANSION JOINI REPRESENTATION ONLY, FIELD WILL VARY. DECK PRE -PEBBLE J.In SPECIFICATIONS mn roro TYPE SIZE_Z(o.. x N m =1zFFATL->iZ6 W ITV4 T%PD OPFE11-- SURFACE AREA OF POOL 0155 N m MVL DElz SP/! { yVgys ,� � PERIMETER Iii DEPTHS MIN. 3 MAX n mm ro BPAW'E ATIONS TILE �g� SDER. BGA rYPE DANWAMERUE1MD. OF JTILE TM ULIGHTOIARTFA ROLM 442 RAISEDRS.B. ME OW STILLWAu MmwSPEOK UC/ STEELSQ $Y QPTYPE FNW u AccESOFE/PM 9O Jl N 8 0 .m0 _ ELEVATION GARIIEVO - r DEEP EW RAw DECK woos b " LODE SEAT MOOD DRAM to Z CDH@EfE MWAi 16105 E® CICGTE a 60D IENwAI 16Ap9 STEPS I TIFF fEAgVAL SY STEP FAQ R+WAnoMTENDVALNT nE BASE •1 INSDAMINIEPM _. SAM AND 1'B6FBN r Raa TT Rea ID Ir RS.S j i PLOA W FLO 11 Ell �r IL4 I,..WITH 12"CAAJTIL,EYE(2,• w 121LL. WITL--1 IAvFRA,-gpI Lv,�wv ,�{��'p•�Ton1�E/rrEf�n�1JEE:j2�.�—E. R=POOETS MASO NRV � COPMTYPE 0 �T��TaP Til v1„ l�� • RB S.FAONG �° ^-A - •M _ _ - SPILLWAY TY({ PLUMBING SPILL Sa n RTER SI>f PNOG. FIR. WALLS PDO KNP SUE PWGERWALL W OOOSTERAW Sm RETNIO1DWALLS f:J ADDL PLILP P. WALLS ADO NAPIM SFIENT SIZE BOE nmEcL y HTE Haat Sw PNNB 9 AWLounE�s r I W AARTYLE `^-_ J IL LINE �� PEBBLE / PLASTER G,SLNE STM LIOPTB FOO-- FONTASCISPMlEA6S �•�� 0.OlID BOMDBFAAN 91EFA OE,SONIB SELalO SDA LATHTS N POO NSP EYEBNle SmSETEOONEHr FE N CI N G Mw KLAEOM SIE FEND; TYPE .Ow GATE O U N I7E DAIS R1'FTL9Al DEEP E1O NALP REwwE 6 AsW O EXTEW bo STEP LOVESEAT SPILLWAY SPILLWAY TYPE CANTILEVER �. co•.n�rnor. Oopm OTHER R VgATERF�E-ATLIR -s, SAsl.rs R66. SEE STEEL A,4 -I FO%SI,4 To HAYS OWNER RESPONSIBILITIES 2 • 'P1-«tr-!J • A'71.1xi ' M•44- TP, OWNER TO. O ttirAMariNAraPuelLau01 roSA a&roADc®rcFI�N�iRaruD"aYCK°UVAnoN. LOCAL SLUNG DEPARTMENT AT THE TIME OF SWANCEOF pgyR (3) YgEt DOWN COICSSETE SHELL AT/f ( AGREE THAT TFSERRA IS NOT pESPOTySIaE raaµiAYxxFMSEVBN DA�A^�ER 9IELL FIERCE® •-t' SWIMMING POOL PLAN FOR: BECKY RESIDENCE ulwwnnr SOLD BY CHECKED BY MB eT GRAHAM JOB tl REVISIONS _-__ UCTION AUTHORIZATION S H I541_ STON SALES FIELD TILE BOULDERS DECK COLOR JANDY PEBB/PLAS SIGNATURE DRAINAGE NOTE: union arid ION g� AIIo RDb, by&mm ■ ■ ss