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14-0811 (RPL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 14-00000811 Property Address: 80815 WEISKOPF APN: 762-160-010- - - Application description: POOL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 30000 Applicant: utp Tit�l aF 4 Q" Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business_ and Professi als Code, and my License is in full force and effect. License Class: C53 icense No.: 916827 Date: -io-1 Contractor- loor OWNER- ILDER DECLARATION I hereby affirm under penalty of perjury 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, 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 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.). 1 _ 1 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 r VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/10/14 Owner: SELTZER 80815 WEISKOPF LA QUINTA, CA 92253 JUN COMPETITIVE WEST POOL CONSR 2014 1 �� PO BOX 5865 Cliy0Ci LA QUINTA, CA 92248 Au17q (760) 625-2512 LiC. No.: 916827 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 STATE FUND Policy Number 9060325-2013 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 sub' to the workers' compensation provisions of Section 3700 of the Labor Code, hall fort it comply with those provisions. Date: �0-% Applicant: WARNING: FAILURE TO SECUR ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL 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 above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and by authorize representatives ofthis county to e r upon the above-mentioned property for in pection pur se . Date: _4t0_1Signature (Applicant or Agent): 't Application Number . . . . . 14-00000811 Permit . . . POOL 2013 Additional desc . . Permit Fee . . . . 178.75 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/07/14 Qty Unit Charge Per Extension 1.00 178.7500 EA MISC POOL/SPA ---------------------------------------------------------------------------- 178.75 Permit . . . WALL/FENCE PERMIT 2013 Additional desc . . Permit Fee 47.19 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 30000 Expiration Date 12/07/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 ---------------------------------------------------------------------------- Special Notes and Comments POOL, SPA, 4LF AT 4 FOOT HIGH EQUIPMENT WALL (2 INCH GAS PIPING/#8 AWG IN'l INCH CONDUIT ELECTRICAL, ANGELES BLOCK WALL DETAIL] THIS PERMIT DOES NOT INCLUDE ELECTRICAL OR GAS AT BBQ. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, POOL 97.24 PLAN CHECK, WALLS 60.06 Fee summary Charged Paid Credited ----------------- Due ---------------------------------------- Permit Fee Total 225.94 .00 .00 225.94 Plan Check Total .00 .00 .00 .00 Other Fee Total 158.30 .00 .00 158.30 Grand Total 384.24 .00 .00 384.24 LQPERMIT Bin # C� of CRY Quint2 Building 81 Safety Division Permit # P.O. Box 1504, 78-495 Calle Tampico Olt !a Quints, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: japbj S 11jSis yQQ(r Owner's Name: S`^j zgc� A. P. Number: ` , Address: Legal Description: City, ST, Zip: � C'� �Zot-t • �i�"-a M�o.rr �q�of w•a�c �. « < t1 Total Permit Fees Contractor: CO $ DO SON Telephone: Address: D D SS65 City, ST, Zip: 44?Z Telephone: 6zs- asp z^ State Lic. # : y/bga �. Project Description: (•S A Jl>r?•R V� (,` 1%"TA � City /04"903 Arch., Engr., Designer: } t W Gni *V044 AWL, Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): • New Add'n Alter Repair Demo Name of Contact Person: g Sq. Ft.: # Stories: #Units: Telephone # of Contact Person (op (p S� O S Estimated Value of Project. 30 �. APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted d�7 Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. Called Contact Person Plan Check Balance PIN 60 Energy Cafes. Flood plain plan Plans picked up Plans resubmitted Construction Mechanical ..—. Grading plan 2"' Review, ready for correctioustissue Electrical Subcontactor List Called Contact Person Plumbing �--- Grant Deed Pians picked up S.M.L �— H.O.A. Approval Plans resubmitted Grading �— IN HOUSE:- '`' Review, ready for corrections/issue Developer Impact Fee Planning Approval I Called Contact Person A.LP.P �— Pub. Wks. Appr Date of permit issue School Fees � C'� �Zot-t • �i�"-a M�o.rr �q�of w•a�c �. « < t1 Total Permit Fees B*SMccf9�46'Nc_ ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2010 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, rm = 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A515 GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT (-LADDER" TYPE) SHALL BE COLD -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi. - FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS SEE DETAIL SHEET S-5.1. 6' to 8' High Site Wall Spread Footing - C o 85mph 6" Wide CMU OPTIONAL WALL CAP--\ .5 STD. LADDER TYPE STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) CMU GROUT CELLS w/ REINF. 11 lo 'X' BARS PER SCHEDULE CTR. OF WALL Ix 'Y BARS PER SCHEDULE LAP PER 'L' EQ.�__j 1.EQ F.G. WET -SET FIRST COURSE _ 2—/#4 CONT.— CONT. CONC. FTG. ALT. BENDS W MIN. PER SCHEDULE 'H' MAX. 'X' BARS REINF.WALL STEM 'Y' BARS 'L' STEMt'W' MIN. �Q 16" LONG CMU 18" LONG CMU TYPE PER S-2.0 16- LONG CMU 18" LONG CMU O 1,. ► ` Q gA��F 6'-O" 84®48"o.c. y4®54"o.c. A' ®24"o. c. 4027"o.c. 2'-0"2'-9"'B' ®48"o.c. 4®54"o.c. 2'-0"1'-8" FOR CO� 1 * t RCEESS/,, WL - ANDERSON DESIGN GROUP Structural Engineering • Building Design 6'-8'x{4®48"o.c. X4®45"o.c. A' 6"o.c. 4®18"o.c. 2'-0"3'-0"�'A4®48'o.c. OT L !!4®45"o.c. 2'-O"1'-10" #6255 1 1 N 3' CLR. TYP. 7'-4" #4048"o.c. j#4045"o.c. . 4®18-o.c. 3"-0 3 - 33'---6 B' Ty �Q 8'-0" A' 4 'B' 4040"o.c. 4036"o.c. 2-0#08"o.c. I #409"o.c. 3'-4" " " O 1,. ► ` Q gA��F FOR CO� 1 * t �-20-1; - ANDERSON DESIGN GROUP Structural Engineering • Building Design a4 OT L 228 East Badillo Street • Covina • CA • 91723-2115 DATE #6255 (626) 938-1595 • Facsimile (626) 938-0485 "engineeNng exce��ence since 195" POOL DETAILS 'NO OUTDOOR SURROUNDING LIGHTING OR LOW VOLTAGE LIGHTING RAISED BOND BEAM AT +18" WITH SEAMLESS STAMPTYPE GUNITE 'NO OVERHEAD UTILITY /SERVICE LINES CONCRETE CAP, THREE 36' WIDE SHEER DESCENTS PLINTH AT +24' WITH SEAMLESS STAMP 34 FT `Q SURFACE AREA: -514—%Q-EL— ' PLINTH AT +24" WITH SEAMLESS STAMP PLINTH AND STACKED VENEER STONE FACE CONCRETE CAP AND RANDOM STONE VENEER FACE PERIMETER X10 LNFT. S Sim 32Q:xsi-0: to_-0_ 1 CONCRETE CAP AND RANDOM STONE VENEER FACE 24 1 IT I +IT 24 DEPTHS: _Y--6 TO _S A NO O SPA DETAILS SURFACEo Fr. LU .18' M -0- PROPERTY UNE wr-Z8JA JETS QTY: 5SPILLWAY O ` TYPL STONE PROPERTY LINE /" 3'-6"WD 'MD 5- 'WD„ 4*_0 SPA H rw: +18 -PICKED SPA FACE QUARTZITE STONE P DAM WALL wDTH; 15- I UEHTY 100 WATT DECKING SQ. FT: 2258 SQ. FT. w RAISED SPA AT +18" WITH SEAMLESS STAMP I FINISH: 3�'-a CONCRETE CAP, STACKED STONE SPILLWAY NEW COUNTERTOP AT +36" WITH 12" CANTILEVER. XPAN Jowls: zl6 w. Fr. AND RANDOM STONE VENEER FACE b STUCCO AND PAINT BASE TO MATCH EXISTING CANTIL VE CAREVER: STEP TACE I i END OF EXISTING PROPERTY WALL DECK DRAWS. SAND 8 VISQUEFN: END OF EXISTING PROPERTY WALL 0 EXCAVATION /STEEL ■ TYPE 60" BOBCAT ACCESS: TFFiOl1GE1 LEFT SIDE YARD ELEVATION: SET AT LION Cow. REMOVAL AS NECESSARY SOD REMOVAL AS NECESSARY EXISTING BBQ ISLAND 6- RBa S. I2- MS. R. 1a- RB.B: PER PLAN , 24- RBB: PER PLAN . 30- RB.B: rt, TAN SHELF DEEPER 12- W.D. '--1 SEAMLESS STAMP CONCRETE DECKING ROCK POCKETS: NO AS NECESSARY 0 CENTERS: 'POOL DEMO: 345 S(1 FT. O q', NEW EQUIPMENT BLIND WALL AT +48" PLUMBING O STUCCO AND PAINT TO MATCH EXISTING HOUSE Ln FILTER: PENTAIR 52E 520 x POOL / SPA LIGHT JUNCTION BOX POOL PwrP PENTAIR S¢EVARA8LE LYT POOL / SPA LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER BOOSTER PUMP. O_ N ADD,- A1MP: PENTAIR Sim 1.5 HP (� CL N ADD'L APAP: —SIZE'— PENTAIR C ON an 01 00M POOL EQUIPMENT 50 AMP SUBPANEL HEATER: SLE F Q CONTROL SYSTEM SEE SELECTION w U I WITH 30" CLEARANCE AT FRONT AND SIDE SUB PANEL AMP, 30 AMPS J (V ADD'L OUTLETS: -KOBE # Q Q L11 POOL EQUIPMENT: 400,000 BTU HEATER GAS LINE FT: 68' STUBS. _ FOUNTAINS / SPRAYHEADS: - U I— FV Y'r1 Z Lr) 'ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED SHEER DESCENTS: 3 4 36' TAN DI1DDED LP Ln 0 5 ry POOL UDHTS: 1 - 300 WATTS U In Cy Q? Y SPA UGHTS: 1 - 100 WATTS STUB SET EQUIP,YES STUB MISC: WOCD U ^ g ALUBNG SQE 9Si9ECES$ARY GUNITE 0 TYPE STACKED ELECTRIC CONDUIT CALLWAY CANTILEVER BY OTHERS COPING: R&B.:STRIP FINISH 68' - 1}" POLYPROPYLENE GAS PIPE MASONRY COPNG TYPE Lo sPRLwAY TYPE _STACKED_5191NE SPILLWAY Sim 3' WATERLINE MATERIAL: QUARTZITE RB.B. FACE IFDCi SioNE Br NATpNN REPLACE ACCESS WALL YE+_ © ME -IT: REMOVE AND REPLACE EXISTING WALL BBQ; EXTENSION PER PLAN + I I�.r. - EQUIP, WALLS: PER PLAN RETAINING WALLS: CITYO 'i�/Q7 C� U I NTA /A RANTER WAIL iJ�A BUILDING & SAFETY DEPT. FENCING � ^D FENCE 7YPE GATE TYPE AP P O QQV HEIGHT: J F2e,,,�(�4{F�,�Y. MAI HO SE 00 L C ANEL REMOVE 8 REMAND: FOR CONSTRUCTION PEBBLE / PLASTER G DATE BY PEBBLE COLORTl.sB@. , PLASTER COLOR: -NONE FITTINGS COLOR -IQ_MALC11_ STEP .: _NONE U UMBRELLA SLEEVE VFS LLJ EST. START: 530-2014 Q ACCESS ` f._ _ _W/iu-91� Maoap 60STS04 EST. COMPLETION: Pl V) OTHER �V Uw LL LL CL LL O S E L E C T 1 0 N S W N_ _ STONE GOLD QUARTZITE N w TILE NONE 3�: Z - DECK MATERIAL BY OTHERS t Ln BOULDER TYPE NONE LLI DOQ 2013 California Residential Code (CRC), Is based on me 2012 Iniemational Residential Code -- EASY TOUCH 4 WIRELESS WITH N C, 2013 California Electrical Code (CEC), based on dre 2011 National ElectI Code (NEC) t } CONTROL SYSTEM SILT AND SCREEN LOGIC INTERFACE J 2013 Callfomla Mechanical Code (CMC), based on me 2012 Umrom1 Mect-1=1 Code (UMC) INDOOR CONTROL WIRELESS BASE/SCREEN LOGC INTERFACE SCALE: = 1�-0" 2013 Califomia Plumbing Code (CPC), based on me 2012 Unimnn PWmbng Code (UPC) PEBBLE/PLASTER MINI PEBBLE-T.B.S. 2013 California Energy Code(CEC), Yn ftnbyme Cali(emia Energy Commisson(CEC)