Loading...
BWFE2019-013178-495 CALLE TAMPICO D e(P Q" LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Application Number: EWFE2019-0131 Property Address: 54475 AVENIDA ❑IAZ APN: Application Description: 774233026 WALtr LENNOX / 235LF GARDENfAND (2) PILASTERS AT PL Property Zoning: Application Valuation: $13,925.00 Applicant: n Q HUITRON CONSTRUCTION CO LJ 50427 RIGO CT COACHELLA, CA 92236 JUN 2 6 2019 CITY OF LA QUINTA DESIGN & DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 1030332 Date: `Z(— Contractor: OWNER -BUILDER 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).: (_) 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.). (_) 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 am exempt under Sec. B.&P.C. for this reason Da 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 Lender's Add VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/26/2019 Owner: CARLA EILEEN LENNOX & HUSSAIN MIRZA 54475 AVENIDA DIAZ LA QUINTA, CA 92253 Contractor: HUITRON CONSTRUCTION CO 50427 RIGO CT COACHELLA, CA 92236 (760)457-9960 Llc. No.: 1030332 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 We or for which this permit is issued. &-j. I have and will maintain workers' compensation insurance, as required by Sect, n 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: BENCHMARK INSURANCE COMPANY Policy Number: CSTS015396 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 subject to the workers' compensation provisions of Section 3700 of the Labor de, I shall forthwith comply with those provisions. Date: — Applicant: WARNING: FAILURE TO SECURE WORKERS' 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 Building Official 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 ofthis 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 car ect, I agree to comply with all city and county ordinances and star laws relating e ating to buil ing construction, and hereby authorize representatives of this it ❑ ent upon th� a ov- mentioned property for inspection purposes. Date:_qignature (Applicant orAgen Application Number: BWFE2019-0131 Property Address: 54475 AVENIDA DIAZ APN: 774233026 Application Description: LENNOX / 235LF GARDEN AND (2) PILASTERS AT PL Property Zoning: Application Valuation: $13,925.00 Applicant: HUITRON CONSTRUCTION CO 50427 RIGO CT COACHELLA, CA 92236 Date: 6/26/2019 Owner: CARLA EILEEN LENNOX & HUSSAIN MIRZA 54475 AVENIDA DIAZ LA QUINTA, CA 92253 Contractor: HUITRON CONSTRUCTION CO 50427 RIGO CT COACHELLA, CA 92236 (760)457-9960 Llc. No.: 1030332 Detail: 235LF OF G GARDEN WALL WITH (2) PILASTERS. AT SOUTHEAST, AND WEST PROPERTY LINES. [CITY STANDARD SPECIFICATIONS] GARDEN WALL AND PILASTERS ARE NOT TO ENCROACH INTO PUBLIC RIGHT-OF-WAY. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY. MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIA BUILDING CODES. DESCRIPTION WALL/FENCE - EA ADDITIONAL 50 LF DESCRIPTION WALL/FENCE - FIRST 100 LF DESCRIPTION WALL/FENCE - FIRST 100 LF PC DESCRIPTION BSAS SB1473 FEE DESCRIPTION RECORDS MANAGEMENT FEE DESCRIPTION TECHNOLOGY ENHANCEMENT FEE ACCOUNT QTY AMOUNT 101-0000-42404 0 $48.03 ACCOUNT QTY AMOUNT 101-0000-42404 0 $53.37 ACCOUNT QTY AMOUNT 101-0000-42600 0 $66.71 Total Paid for BLOCK WALL: $168.11 ACCOUNT CITY AMOUNT 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 ACCOUNT CITY AMOUNT 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 ACCOUNT QTY AMOUNT 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 - Gk:Ad frh: DRSERT - PERMIT# FELOM aw 0(1 PLAN LOCATION: Project Address: Z Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: 35 Applicant Name: y t Address: 49-- City, ST, Zip: C vi C-A- C1 2-z-,s Telephone: Email: e Valuation of Project S / 3 1 � l ` Contractor Name: 1 rl�,� New SFD Construction: Address: =QC Conditioned Space SF City, St, Zip!L �-x Garage SF Telephone: ® ,99 c© Patio/Porch SF Email:yo Fire Sprinklers SF c Y1 State Lic: �p 3 Z City Bus Lic: Arch/Eng Name: Construction Type: Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lic: City Bus Lic: Property Owner's Name: �,a New Commercial / Tenant Improvements: Address: Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QU I NTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Req'd Req'd Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM 10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License liuitimn cOnstnuction Co. 50427 Rigo Ct. — Coachella, CA. 92236 Phone: (760)457-9960 Email: huitronconstruction@yahoo.com Fax: (760)262-3904 License No. 1030332 (General Contractor) PROPOSAL-0110 Carla Lennox 54475 Ave Diaz La Quinta Ca 92254 SCOPE OF THE WORK TO BE PERFORMED • Garden Wall WORK DESCRIPTION - Build block wall 1001ine feet in Southside Calle Temecula and 461ine feet in Avenida Diaz up left side of the gate. - Right side of the gate 351ine feet over Avenida Diaz total line feet = 1811n. ft. - Make footings and install rebar as city requires. - Block wall will be built according to city limits ( 6ft high ) with slump block (brown Santa Fe) - Remove old fence.......................................................................................... $350.00 (bushes and stump plants will be removed by home owners) Total 181line feet @ $75/line feet ... .............. ................................................. $13,575.00 Total for remove old wood fence....................................................................$350.00 Total project cost.......................................................................................$13,925.00 This proposal does not include landscaping or damaged water lines. Thank You For Choosing Huitron For Your Home Project! mim >>'ZM IA-b 0 o J BUILDING [DIVISION REVIEWED FOR CODE - G i-7Y "PY- mama- Dump-r- ��-`o_ �t.nrzo�C N V 8w E=-cza i 1.-, o r3 r 5yy7S- 4VEN014 DcQv . 7 JAV L, 3�xoz, 5�4-T5 � I Esc TOP VIEW FOOTING BLOCK GROUT STEEL REBAR .1 REE PLACE !LLUSTI SECTION VIEW 6' MAX MIN 24" REBAR OVERLAP GRADE -� 4" 20 " f 16 T..J- BLOCK (12" X 12" OR 16" X 16") SOLID GROUT (4) - # 4 REBAR (ONE AT EACH CORNER) M r O' ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. BOTTOM OF — FOOTING FOOTING RZEIAR SHAE.I_ r HAVE A MIN. 6" LONG hook AND A WN. CONCRETE CDVER OF 3". 27 1 CHECK WITH THE BUILDING DEPARTMENT TO VERIFY IF A BUILDING PERMIT IS REQUIRED. WHEN A BUILDING PERMIT IS REQUIRED. THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: 1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING THE EARTH/DIRT. 2) REBAR/ PRE�Q.ROUT; VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT, DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES -NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS, grille LIMITATIONS. 1. PILASTER SPACING SHALL. NOT EXCEED 20 FT, WHEN OTHER INFILL FENCING IS ATTACHED. 2.ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY BE ATTACHED TO PILASTERS. SOLID TYPE FENCING MAY NOT BE ATTACHED TO PILASTER. 3. GATES AND DOORS ATTACHED TO PILASTER ARE LIMITED TO 200# MAX. WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER. 4.THIS PILASTER DESIGN IS INTENDED TO BE USED ONLYASA FENCING FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS. 5. FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 6, INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS, OR LIGHTING FIXTURES REQUIRE ELECTRICAL PERMITS AND INSPECTION_ 7. FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED AND ENGINEERED FILL. 8. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM Y MASONRY PILASTER 1� ov nlr PHONE (760) 777-7125 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 10/9/2014 1 COMMUNITY DEVELOPMENT DEPT. I PAGE 1 OF I FOOTING OPTION "A" A i E „I�.. HEIGHT FROM TOP OF FOOTING 1 1 12" 10, I 7 T. REVERSE, �— DIRECTION OF HOOK ON EVERY OTHER RF_ OAR #4 HORIZONTAL REBAR. (USE BOND BEAM BLOCK) 611 OR 8" 13LOCK #4 HORIZONTAL AT 32" MAX. O.C. (USE BOND BEAM BLOCK) SEE TABLE "A" — FOR REBAR SIZE AND SPACING 1l C..AIL REPA! IN (C-NYF:R DI' C11.1) �#=:11lI�flCl (FOOTiNC� WIDTH) SEE TABLE"A" TABLE "A" H.. w.. VERTICAL REINFORCEMENT' 3' 17" #4 @ 48" O.C. 4' 20" #4 Ca 48" O.C. 5' 23" #4 @ 48" O.C. 6' 29" #4 @ 24" O.C. NOTES: FOOTING OPTION "B" SEE.TABLE 1'D" FOR REBAR SIZE — AND SPACING IIA�R'fr Ril.!Al71N Ct:Nfl.lf Oi C.Ij-1 ) FINISH GRADE (1) - #4 REBAR -CONTINUOUS (2) - #A. REBAF CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. 00110h+ �5 !• O.' .5' MIN FOOTING 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS NOT RETAINING WALL, 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS'BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED, 5) ALL REBAR TO BE ASTM SPEC, A6 1 5, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N_ 8) REBAR TO BE CENTERED IN MASONRY CELLS. SEE PAGE 2 FOR ADDITIONAL INFORMATION` DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. •=IIILaIIII .,w" (FOOTING WIDTH)I SEE TABLE "B'. i "H.. HEIGHT FROM TOP OF FOOTING I I ' H" VERTICAL •'w" REINFORCEMENT 3' 1 9" #4 C-) 48" O.C. 4' 22" #4 @ 48" O.C. 5' 29T1 #4 @ 48'' O.C. 6 34" 1 #4 @ 24'' O.(-. CHECK WITH.THE BUILDING DEPARTMENT TO VERIFY IF A BUILDING PERMIT IS REQUIRED. WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED- 1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE-GROUT: BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM 1! .: A FREESTANDING BLOCK WALL PI-TONr (760) 777-7125 78-495 CALLI%'1A M13IC0 LA QUIN'T'A, CAI:fPORNIA 92253 I'AX (760) 777-701 1 l0/9/2Uld CUMM UNITY I)liVELCI'6flsPil I)1;17. PACK 1 0112 FO( DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) = 30 PASSIVE SOIL BEARING (PSF) = 150 COEFFICICNT OF FRICTION = 0,25 ALLOWABLE SOIL BEARING (PSF) =1 500 WIND = 80 MPH. EXPOSURE C SEISMIC: NA= 1.3. Nv=1 .6. Z=0.4, SOIL PROFILE=So WESTERLY RIVERSIDE COUNTY 'CODE UNIFORMITY PROGRAM vwv/ of oep aalkal r FREESTANDING BLOCK WALL hl 1 PHONIC (760) 777-7125) 78-405 CALLS TAMP1C0 LA Q111N'I A. CALIFORNIA 9Z.45:3 FAX (700) 777- 701 1 x1/?/^oIa Comm])N1'fl of"wlxwki i a m.."1 Ib1t:i, 211 �