Loading...
BWFE2020-0032OWNER -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 ofthe 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 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: 78-495 CALLE TAMPICO A, VOICE VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 1/28/2020 Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Owner: Application Number: BWFE2020-0032 FIRST DESERT INVESTMENTS, LLC. Property Address: 81347 COLUMBUS WY 81347 COLUMBUS WY APN: 767690004 LA QUINTA, CA 92253 Application Description: ROSEN / 36LF OF RETAINING WALL AT NORTHWEST PL Property Zoning: Application Valuation: $4,000.00 r\ Applicant: D Contractor: CLIFF WHALL- DISCOVERY BUILDERS CALIFORNIA I C DB CLIFF WHALL- DISCOVERY BUILDERS CALIFORNIA 14605 N 73RD STREET JAN 2 8 2020D INC DBA DB SCOTTSDALE, AZ 85260 0 14605 N 73RD STREET CITY OF I-AGUINTA SCOTTSDALE, AZ 85260 DESIGN & DEVELOPMENT DEPARTMENT (480)624-5200 Llc. No.: 915336 ---------------------------------------------------------- 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 70001 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: B License No.: 915336 oft e"Wprk for which this permit is issued. ,O` �t I have and will maintain workers' compensation insurance, as required by Date: (/C� Contractor:. • 'r 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: TRAVELERS A 7 Policy Number: Q84KO552021914G 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 Code, I shall forthwith comply with those provisions. Date: 1_x`�� 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 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 hereby authorize representatives of this city to enter upon the above - mentioned property for inspection purposes. Date: I ignature (Applicant or Agent) Dater 1/28/2020 Application Number: BWFE2020-0032 Property Address: 81347 COLUMBUS WY APN: 767690004 Application Description: ROSEN / 36LF OF RETAINING WALL AT NORTHWEST PL Property Zoning: Application Valuation: $4,000.00 Applicant: CLIFF WHALL - DISCOVERY BUILDERS CALIFORNIA INC DBA DB 14605 N 73RD STREET SCOTTSDALE, AZ 85260 Owner: FIRST DESERT INVESTMENTS, LLC. 81347 COLUMBUS WY LA QUINTA, CA 92253 Contractor: CLIFF WHALL - DISCOVERY BUILDERS CALIFORNIA INC DBA DB 14605 N 73RD STREET SCOTTSDALE, AZ 85260 (480)624-5200 Llc. No.: 915336 Detail: 36LF OF RETAINING WALL AT NORTHWEST PROPERTY LINE. [CITY STANDARD RETAINING SPECIFICATIONS] 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. 2019 CALIFORNIA BUILDING CODES. FINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT RETAINING/COMBINATION WALL EA 501-F 101-0000-42400 0 $16.10 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 10OLF 101-0000-42404 0 $53.67 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 10OLF PC 101-0000-42600 0 $67.08 Total Paid for BLOCK WALL 2019: $136.85 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 FOOTING OPTION "A" (Shown at 6' Height) - 6' MAX FINISH GRADE RETAINED EARTH 2' MAX 3" MAx. 16" i 24" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) #4 VERTICAL REBAR AT 24" MAX. SPACING (REBAR IN CENTER OF CELL) #4 HORIZONTAL REBAR CONTINUOUS AT 32" MAX. ABOVE TOP OF RETAINING WALL (USE BOND BEAM BLOCK) v� NON -RETAINING PORTION OF WALL 8" BLOCK (GROUT ONLY C'F'3 1 S_�ij1iTH REAR) 12" (2) - #4 HORIZONTAL REBARS AT TOP OF RETAINING WALL (USE BOND BEAM BLOCK) RETAINING PORTION OF WALL B"BLOCK (SOLID GROUT ALL CELLS) OMIT HEAD JOINTS FOR DRAINAGE (FIRST COURSE ONLY) (3) - #4 HORIZONTAL REBARS 4„ #4 REBAR AT 24" SPACING (WITH 6" MIN. HOOKS AT ENDS FOR OPTION "B") 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. NOTES: 1) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 3) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 4) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 5) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 6) NOT DESIGNED FOR SURCHARGE LOADS FROM F_ VEHICLES OR STRUCTURES. 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. FOOTING OPTION "B" (Shown at 5' Height) FINISH GRADE EARTH 6' MAX 2' MAX 4" ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. BOTTOM OF 5' MIN FOOTING 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' REBAR PLACEMENT ILLUSTRATION (SEE PAGE I FOR SPECIFIC REQUIREMENTS) - - (TYPICAL) FOR THE RETAINING PORTION OF WALL ALL CELLS TO BE GROUTED (TYPICAL) FOR NON -RETAINING PORTION OF WALL ONLY CELLS AND BOND BEAM COURSES WITH REBAR TO BE GROUTED (USE GROUT STOP MESH AS APPROPRIATE) FOOTING OPTION A DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) = 30 PASSIVE SOIL BEARING (PSF) = 150 COEFFICIENT 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=SD 1284-256 FOOTING OPTION B -p- (TYPICAL) ALL REBAR SPLICES 24" MIN. OVERLAP --10- (TYPICAL) ALL REBAR SHALL HAVE A MINIMUM OF 3" CONCRETE COVER AT FOOTINGS PERMIT t5VJFC2-OLO 0072— PLAN LOCATION: Project Address: r -�C�� T —Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: i Applicant Name: _ 4 Address: City, ST, Zip: �} Telephone; , _ -7 Email• Valuation of Project Contractor Name: New SFD Construction: Address: / "70S' N 730) ST, Conditioned Space SF City, St, Zip Sc©rrsDALG= Az $SZ(vo Garage SF Telephone: Patio/Porch SF Email: Fire Sprinklers SF State Lic: (5'� City Bus Lie: Arch/Eng Name: Construction Type: Occupancy. P Y. Address: Grading: City, St, Zip — — Telephone; Bedrooms: Stories: # Units: Email: State Lic: City Bus Lic: peu7LT a C_ - Property Owner's Name: New Commercial / Tenant Improvements: Address: Total Building _ SF City, ST, Zip _ Construction Type: Occupancy: p Y: Telephone. - Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 LOT 125 FD =(1003.0). PROPERTY VAGANT _ LINE - } EXISTING WALL J f TO REMAIN RING I I \\ LOT 125 1 L FE =1001. I _ I� FF =1001.50 4 f ~ EXISTING MALL TO REMAIN 77 \ '' i u� MATERIALS LEGEND LOT 12B 9YM nESGRIPrION __ PRIVACY 1 O - � ', WALL I NEW s'tALL Wfe-2020— o03i_ 1� WILDING DIVISION \REIIIr.VVCI7 rvm 43, CODE PLIAN Caw ' - PROPo�� � � •_ \ 11017A� c 1 �� Zo I --j IF- INS ❑A BY SL L =-- J I �.. I � �� �1 EXI , I GARAGE — — — — — - i 1, rli , `ti�jp�w lildlill.. I A I I I I�1..I MAN FAGTLRER / SPEGIFIGATWNS I Gomi-mi TS CM) MASONRY WALL WITH PLASTER FINISH ET COLOR AND SEE DETAIL 'A', THIS SHE 7EXTULE TO MATCH EXISTING WALL SLOPE TOP OF NOTE: WALL TO DRAIN FOOTING AND STEEL REQUIREMENTS PER CITY STANDARDS OR STRUCTURAL ENGINEER STUCCO TO MATCH ARCHITECTURE CONIC. BLOCK FINISH GRADE 11 11 WATERPROOFING PROPERTY LINE FOOTING AT PL 95% COMPACTED SLIEGRADE 101 L U 3 a �. Z �0 P O z u �o¢z Q U C) a po Q W h�--I r•a FOUNTAIN - �� 1� SECTION- STUCCO WALL \ \ �i SCALE: CONSTRUCTION LEGEND 1 _ % dil'Af�fR NJtOI MbkAT6 MAlBt1AL5 R36®ICE O ' � 9R1 Wml `+III Ll� 1 11�iE BIB ae1 LOGAiI0N5 ii ; ' e ''r• 1•, 51@ NR®l MEN BONIER— PA o NiW QiTDQA LINIT W NORC ❑ \\ ❑ � � ' • NRARf VY ryrr �''p Kan WlL*VI • ` ` x INTGATEb ND5 TM — _ — FWA1Yab11JgN! 0 A— LINE 6MR 1 :�� YwuaulE As fm slaB MEAsl ae b•NCS 1 srru®m caNIRACT aA. clure all ww waAs1 LJ •� AIO/OR FonIM4 MASONRY WALL NOTES 1_ __ _ PAD =1001.0 1 '1 1 6ROUT ALL CELLS WITH STEEL SLID - IF RNGETAINIGROUt f FF =1001.66 \ 1 O ALL CELL5 SOLID Q ❑ '1 2 GROAT SHALL BE FLUID CON515TEI Y WITH A RATIO OF (U PART I \ CEMENT• (3) PARTS SAND, (2) PARTS PEA GRAVEL —IIIry+ IIIr _ 3 MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF (1) PART GEMENT, (112) PART ME PUTTY, (4-1/2) PARTS SAND AND 5HALL CONFORM TO A 5 T H. 6210 4 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO I LL II I I❑ 11 11 \- -J�..1 1 ASTM AGIS GRADE 40 IL JIfL_ JIII—IIII—II III IL�il 11 I W � ' f 15 ` 5 GOF5TRUGT WALLS PLIWIB AND TRUE, STEP FOOTINGS IN EVEN b ALLOW FOR ADJOINING CON5TRUGTION T ALL WORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING T CODES AND ORDINANCES • !1 ALL STUCCO OR SLUMPBLOCK WALLS TO NAVE OFEN HEAD JOINTS AT 32' OG AT FIRST —SE ABOVE GRADE FOR DRAINAGE l 1 9 ALL FOOTIN65 SHALL BE POURED ON UNDISTURBED NATURAL SOIL OR r l r ^ 1 LOMPACTED FILL N5%RELATIVE) LOT 13 B y1 10 ALL FREESTANDING FI LLS TO HAVE A MINIMUM OF 40 BAR �PRpP[�TY 11 1 DIAMETERS OVERLAP AT 5PLICES ALL RETAINING WALL SPLICES TO PD = (1000.0) LINE BE A MINIMUM S 9B BAR DIAMETER 1 1 II DOWELS SHALL BEER IC LEAST EQUAL IN SIZE AND \ 41 l l 1 SPACING TO VERTICAL BARS 1 1 12 MASONRY IMITS SHALL BE GRADE N-1 CONFORMING TO ASTM \ j1 G-9O, AND M CCIATMW ED N ACCORDANCE WITH CONCRETE l ` MASONRY A�Y.CNATIDN STANDARDS it 13 1 TLAND CEMENT SHALL CONFORM TO ASTM CISO 14 L THE TN SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 5N LL H P51 AT 25 DAYS \nrlll IS PROVIDE EXPANSION JOINTS IN WALLS AT 25'-0' OC MAX Ib WALL FOOTINS5 TO BE GONTINUO1f UNDER 6ATE —NIN65 J_ob \o 98-13-01 32' GRAFNIG SCALE BEFORE — rouac °':n1R L 1.1