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BPOL2017-01237 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 4a DESIGN & DEVELOPMENT DEPARTMENT -BUILDING PERMIT VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date:. 8/14/2017 Application Number:. BPOL2017-0123 Owner: Property Address: 80742 VIA PESSARO ALBERS INC APN: 777160005 49855 RANCHO SAN FELIPE Application Description: ALBERS RESIDENCE /POOL, SPA, WATER FEATURE, FIRE PIT LA QUINTA, CA 0 Property Zoning: Application Valuation: $70,000.00 Applicant: D Contractor: MC INTYRE POOLS & SPAS INCQUG g 2017 MC INTYRE POOLS &SPAS INC 83-695 AVENUE 45 LD) 83-695 AVENUE 45 INDIO, CA 92201 INDIO, CA 92201 CITY OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT (760)342-3612 Llc. No.: 614611 LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 1 hereby affirm under penalty of perjury one of the following declarations: (commencing with Section 7000) of Division 3 of the Business and Professions Code, and _ I have and will maintain a certificate of consent to self -insure for workers'. my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: 53 License No.: 614611 of the work for which this permit is issued. �11 Thave and will maintain workers' compensation insurance, as required by Date: Contractor: 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: OWNER -BUILDER DECLARATION Carrier: WESCO INSURANCE COMPANY ' Policy Number: WWC325615 I hereby affirm under penalty of perjury that I am exempt from the Contractor's State I _ I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair any compensation laws of California, and agree that, if I should become subject to the structure, prior to its issuance, also requires the applicant for the permit to file a signed workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith statement that he or she is licensed pursuant to the provisions of the Contractor's State comply with t)ose pr isions. 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 - `�/�/ Date: � Applicant:'J!=/ @ 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).: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, (_) I, as owner of the property, or my employees with wages as their sole AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO compensation, will do the work, and the structure is not intended or offered for sale. ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, apply to an owner of property who builds or improves thereon, and who does the work INTEREST, AND ATTORNEY'S FEES. 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 APPLICANT ACKNOWLEDGEMENT within one year of completion, the owner -builder will have the burden of proving that he IMPORTANT: Application is hereby made to the Building Official for a permit subject to or she did not build or improve for the purpose of sale.). the conditions and restrictions set forth on this application. (_) I, as owner of the property, am exclusively contracting with licensed contractors to 1. Each person upon whose behalf this application is made, each person at whose construct the project. (Sec..7044, Business and Professions Code: The Contractors' State request and for whose benefit work is performed under or pursuant to any permit issued License Law does not apply to an owner of property who builds or improves thereon, as a result of this application , the owner, and the applicant, each agrees to, and shall and who contracts for the projects with a contractor(s) licensed pursuant to'the defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and Contractors' State License Law.). employees for any act or omission related to the work being performed under or (� I am exempt under Sec. .'B.&P.C. for this reason 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 Dater Owner: for 180 days will subject permit.to cancellation. ' 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: 0 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 hereby authorize representatives of this city to enter upon ie above- mentioned per for inspection purposes. Date: / O Signature (Applican I ". Date: 8/14/2017 Application Number: BPOL2017-0123 Owner: Property Address: 80742 VIA PESSARO ALBERS INC APN:' 777160005 R 49855 RANCHO SAN FELIPE T Application Description: AL5ER5 RESIDENCE % POOL; SPA, WATER FEATURE, FIRE PIT LA QUINTA, CA 0 Property Zoning: Application Valuation: $70,000.00. r• , Applicant: : Contractor: k. MC INTYRE POOLS & SPAS INC MC INTYRE POOLS & SPAS INC 83-695 AVENUE 45, `_ 83-695 AVENUE 45 INDIO, CA 92201 y INDIO, CA 92201 (760)342-3612 _ J• .F; a �" Llc. No.: 614611 + -------------------- Detail: POOL, SPA AND FIRE PIT [DENISE POELTLER ENGINEERING] THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE,- WATER FEATURES WILL BE PULLED ON A SEPERATE PERMIT. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE. 4 , i' ' may. �1 ' .. `. .. •. a FINANCIAL INFORMATION. DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $3.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $3.00 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS PC: 101-0000=42600 0 $25.33 Total Paid for PLUMBING FEES: $38.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $190.00 DESCRIPTION 4 ACCOUNT QTY AMOUNT SWIMMING POOL/SPA PC .101-0000-42600 0 $103.36 Total Paid for POOL / SPA: $293.36 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611- 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 Rum wil t . r .. Pefm t2 c0))j. Project Address: A. P. Number. Legal Description: Contractor: MCIO Address: &3— 05 04if 4r City, ST,.Zip: Qv�I� i a Telephone: 7Z —34 StateIic.#:C53-6l I6 t I Arch., Engr., Designer. . . Address: City of La Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and -Tracking Sheet ��� • Owner's Name: `� �S Address: City, ST, Zip: S Telephone: Project Description: S City,; ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: ' � e Sq. Ft.: # Stories: #,Units: Telephone # of Contact Person: .760 — 2 So. ` Estimated Value of Project: C3co APPLICANT: DO NOT WRITE BELOW THIS LINE JV Submittal Req'd Recd TRACMG PERMIT FEES Plan Sets Pian Check submitted Item Amount Structural Cales.: Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Calcs. Plans .picked up Construction Flood plain plan Plans resubmitted Mechan(cal Grading plan 2'" Review, ready for correctionsrssue Electrical Subcontactor Last Called Contact Person Plumbing . Grant Deed Plans.picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN-HOUSE:- '"' Reyiew, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees . Total Permit Fees En if �A $074a VSA R6SSgR0 CITy BPoi.�.a 0 Id 4,71& iN s J�v to k RIO 0 pal I -n I A OX. 0 121 %J �� AA10M,;—Voll� �2-361 2 - F= 76o342-3832 mikemcintyre@mcintyrepools-com I A ar.01 was 91.? "M 07'. RIJ IV I a NOT .. ,!1!' 10 r,f ja MATERIAL NOTES{ -.I 16'-0" r -z FOOTING. LENGTH 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE .IN CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE CBC/IBC. 0 2. CONCRETE BLOCK SHALL BE NORMAL .WEIGHT UNITS (135 PCF), CONFORMING TO I A CBC/IBC SEC. 2103, AND ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE -A FOOTING PER OO DESIGN STRENGTH Of I'm = 1500 psi. - - 3.. LAY CONCRETE MASONRY UNITS IN A RUNNING BOND. O ' 4. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH f'c=2,000 DETAIL 'A' { > O O � O 0 PSI. r PRECAST CONCRETE Q Q N tp CAP BY OTHERS,j io a M V 5. MORTAR SHALL BE TYPE M WITH f'c = 1800 psi AND SHALL CONFORM_ TO r I I •�C—, Q M X C CBC/IBC SEC. 2103 & ASTM C 270. E #4 BARS CONTINUOUS FOUNTAIN BASIN o b3 TIES ® 8" O.C. � V � � 4) 6. CONCRETE TO BE IN CONFORMANCE WITH CBC/IBC CHAPTER 19 & SHALL HAVE b £ @ 16" O.C. (HORIZ.) _ c1, TYP. IN C.M.U.I o REINFORCEMENT PER DETAIL 'A' (4) #5 BARS v O A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. - 3 VERT. Z E d v C- 7.SHOULD PROVISIONS FOR SEVERE SULFATE EXPOSURE BE REOUIRED BY THE CENTIERED 12" C.M.0Z C;, , t C PERMITTING AGENCY, CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM w O O 1C COMPRESSIVE STRENGTH OF 4,500 P.S.I. TYPE V CEMENT, AND A e #5 BARS ® 8'` O.C. o C.4 Q a c J TYP. WATER/CEMENT RATIO OF 0.45. 3 r £ 8. CEMENT SHALL- CONFORM TO ACI 318, SECTION 3.2, ASTM C 150. a #4 BARS CONTINUOUS .9. WATER USED IN GROUT, MORTAR, AND CONCRETE SHALL BE CLEAN AND FREE M. @ 12" O.C. (HORIZ.) �„ N I N U 12" TYP. IN CONC. C C FROM DELETERIOUS SUBSTANCES. - o THICK •L • 10. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. Cn a WATERPROOFING ui II. NO ADMIXTURES OF ANY KIND ARE ALLOWED WITHOUT APPROVAL FROM THIS �� �6"J� 2 -0 12'-0" OFFICE PRIOR TO CONSTRUCTION: of o I - 2' 0" C 12. ALL REINFORCING BARS SHALL BE COMPLETELY EMBEDDED IN MORTAR OR '"e' _ i I -'-II t ni-tl a 16'-0" Q GROUT AND SHALL HAVE A COVER .OF NOT LESS THAN 2 INCHES. " I"SII Ill II[ II a HI -II Z 11 -III '1'' FOOTING LNG H �9T 13. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM _ IIh �, �_ I III=1� ( I 1 1 N A615 GRADE ,40 FOR #4 BARS, AND SMALLER, AND GRADE 60 FOR #5 BARS �' a _ 1 -0 N a Ir 'y4 BARS ® 12" o.c. BUILOING & SAFETY DEPT. - AND LARGER. `� _ J ©PLAN VIEW ADR N.T.S. � D � 14.. LAP SPLICES 'TO BE 24" MINIMUM OR SPECIFIED. ' - VED • a c j6" MIN. 15. THE CONTRACTOR SHALL BE RESPONSIBLE :FOR SHORING AND PROVIDING ' .E,- -- EMBED.. . WALL DESIGNED P UCTIOfi) BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO 1, ! 2016 B AND 20 I.B.C. , WHICH THE STRUCTURES AND SUPPORTING SOIL MAYBE SUBJECTED. #5 BARS 8" I ; I '� SUMP PUMP &PLUMBING SAW( O.C:, EA. WAY. - 11" MIN. EMBED. BY.OTHERS, MAINTAIN 1" -7fijyprr CONSTRUCTION NOTES. 4,-6„ ' CLR. MIN. AROUND PIPE PROVIDE STD. FRICTION: 0.2 G• 90' HOOK, ALTERNATE 12 12" BEARING PRESSURE: 1500. P.S.F. T. THIS PLAN DEPICTS THE WATER FEATURE IN A COMPLETED STATE ONLY., THE HOOKS MAX. MIN. STD. 90' HOOKS WATER FEATURE INSTALLER IS RESPONSIBLE FOR JOB SITE CONDITIONS AND FOOTING TO BE 12" MIN. r INTO UNDISTURBED SOIL O WALL HEIGHT: 9'—O" nP' J.N. X17-0552 THE SAFETY OF. ALL PERSONS AND PROPERTY DURING THE COURSE OF or 90% COMPACTED FILL. - - - - CONSTRUCTION. N.T.S. - e 1 A —jl I A. r F REINFORCING _D T E AILS: II 1- d 24" MIN. LAP 1 I I II a 1111 ill �l a (I h)d CLR. OR BARS U.O.N., ALTERNATE It' - 1 - 1 1 lik ¢ .. lc� .c 0% 2 .� MAY BE IN CONTACT IF BEND EVERY J 111 1 ="' _ l I' - o WIRED TOGETHER OTHER BAR 6" EMBED. W/ REINFORCEMENT O�� - — - STD. 90• HOOK,. S�, CIVIC. \P CO — — — _ _ TYP. PER DETAIL 'A' �TFCFCAUF��� d 1 OC SUMP PUMP PLAN VALID ONLY AT REFERENCED D= BEND DIAMETER - PROJECT ADDRESS WITH ENGINEER'S HOOK DETAIL 6d FOR #3 THROUGH #8 BARS N.T.S. SIGNATURE IN RED INK ON PLAN. : (1 h)d CLR. OR BARS 24" MIN. LAP 8d FOR b9 THROUGH #11 BARS MAY BE' IN CONTACT IF U_o.N. JOB: 17-0552 .,=WIIREO=TOGETHER___....__ ALTERNATE POSITION OF SHEAR KEY DATE: 09/01/2017 SUCCESSIVE TIE SPACING �� d DOWNSLOPE CONDITION CALCS BY: J.C. Q� FIRST COURSE MAY BE SET IN O,Q6 �,2 FOOTING OR USE SHEAR KEY WHERE 'h' IS TOTAL . (i h)d CLR. OR BARS 24" MIN. LAP AS SHIM BELOW HEIGHT OF SLOPE. DRAWN BY: J.C. y p, MAY BE IN CONTACT IF �p WIRED TOGETHER U.O.N. o WALL c NOTCH & FILL CHECKED BY: T,�,�, sp? FOOTING q . N ' .-111Cd1 II LAP DETAIL TIE DETAIL NOTE: FOR SIZE &SPACING OF ALL �p9 ' o c h/3 9'-0'' WATER FEATURE WALL TIES AND/OR STIRRUPS REFER TO TO DAYLIGHT - 40 BAR CIA. ALL BARS MASONRY 5' MIN., OR PER SECTIONS, DETAILS, AND/OR PLANS. 54 BAR DIA: #8 THROUGH #9 BARS CONC. SOILS ENGINEER. 40 BARS DIA. #6 THROUGH #7 BARS CONC. S-1 COPYRIGHT 2017, POOL ENGINEERING INC 11)1;11 U- ► I-Xi � Cli'Y«Or: L'A' QUINTA ��1-°� COMMINITY DEVELOPMENT • DEPARTMENT- EPARTMENT_(760)777-7125 �yG� .� (760) 777-7125 ' INSPECTION REQUEST LINE I Of .1(760) 777-7153 OwnetALBERS INC Contractor MC INTYRE POOLS & SPAS INC.,:. ., Permit Number BPOL2017-0123 POST ON JOB IN A CONSPICUOUS•PLACE.; INSPECTOR MUST SIGN ALL APPLICABLE SPACES ` T JOB ADDRESS 80742 VIA PESSARQ;:'; NOTES POOL, SPA AND FIRE PIT (DENISE POELTLER :. ENGINEERINGI THIS PERMIT DOES NOT INCLUDE �J=''' EQUIPMENT ENCLOSURE VWATER FEATURE8MiL-LSBE . I PULLED ON A SEPERATE PERMIT. ALARMS,AND.BARRI`RS REQUIRED TO BE INSTALLED AT PRE=PLASTERh,• `"•. INSPECTION. 2016 CALIFORNIA BUILDING ,� ... ,- PAU u. To A, TYPE OFINSPECTION DATE INSP �'I�F @ q TEMPORARY. POWER I V LA QU'NTA SETBACKS I ! BUILDING & SAFETY DEPT. d " VE U/G ELECTRICAL / GROUNDING FOOTINGS/STEEL _ j FOR O®I� RUCTION CONCRETE SLAB 1I I s DATE lI /9 h 7 DO NOT POUR CONCRETE UNTIL ABOVE SIGNED