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13-1344 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13=00001344 Property Address: 56585 VILLAGE DR APN: 764 -650 -014 - Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 1675 Applicant: Architect or Engineer: ----------------- LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT /J BUILDING PERMIT 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 Bu ' and Pro a Is Code, and my License is in full force and effect. License Class: B Li se No.: 931031 Date: �� 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 70001 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.). (_ 1 1, 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 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: BILL LAWSON 56585 VILLAGE DRIVE LA QUINTA, CA 92253 Contractor: BARTER, BRUCE 77 E. TORREMOLINOS RANCHO MIRAGE, CA (760)851-7356 Lic. No.: 931031 DRI 9227 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/21/13 ------------------ WORKER'S COMPENSATION DECLARATION 1 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 EXEMPT,' Policy Number EXEMPT tify 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 uld become subject to the workers' compensation provisions of Section 3700 of the Labor de, II.f rthwith comply with those provisions. 7/ Date: C O Applicant: WARNIN 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 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 rel constr ction, and hereby authorize representatives of this to enter upon the above -mention roper y for in ion purposes. Date: Signature (Applicant or Agent):' Application Number 13-00001344 Permit WALL/FENCE PERMIT 2013 Additional desc . Permit Fee . . . . 47.19 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 1675 Expiration Date 4/19/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 ------------------------"------------------=--------------------------------- Special Notes and Comments 20LF.•OF.51 GARDEN WALL (3) PORTIONS AT FRONT OF PROPERTY WITH GATE AT [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2010 CALIFORNIA BUILDING CODES. -------------------------------------- ------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, WALLS 60.06 Fee summary Charged Paid Credited Due Permit Fee Total 47.19 .00 .00 47.19 Plan Check Total .00 .00 .00 Ob Other Fee Total 61.06 .00 .00 61.06. Grand.Total 108.25 .00 .00 108.25 Bin # City of La Quinta Building &r Safety Division - P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address:. s[o '77 =17 77fZ Owner's Name: 1 LL LAS S O A. P. Number: Address: V / LL c� ►� Legal Description: City, ST; Zip: L,�-u / /L -TA C o l Contractor. omi3 A -YL _ �OTelephone: ...Ca%v�..*:... Address: T Y'rC/Alo 1 I t'vO S' Project Description: R S, W, City, ST, Zip: YZjt-✓\ C(2o I Vl i ra L%1� t l:%Loc [ -/Pt- Telephone: 76O 3 SZ :<...:;;::>:i»:::>:>< ,:::>;»• ::;:t<:s.<z>'s; State Lic. # : City Lic.`#: Arch., Engr., Designer: Address: City., ST, Zip: Telephone: :.<:><<:.':'.N: ::` s. Construction Type: Occupancy: State Lic. #•2,z; Project type circleone): New Add'n Alter Repair Demo Name of Contact Person: /z(,(Cq�/Ll`�C^ Sq. Sq. Ft.: # Stories: # Units: Telephone #,of Contact Person: G ��(' 7� J Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMrr FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan god Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Pians resubmitted Grading IN HOUSE:- '"' Review, ready for correctionsrssue Developer Impact Fee Planning Approval Called Contact Person • A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees BLOCK CO., INC. Since 1946 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, f m = 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 A615 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 WARE 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. SLOPE 'H' MAX. X' BARS 6'-0• 1 #4®48"0.c. 1 #4®54"o.c. 6'-8" I #4048"o.c. I #4@45-..<;.A' 7'-4• I #4048•o.c. I #4045"o.c. e 70• 1 #4040"o.c. I #4@36"o.c. ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badillo Street • Covina • CA . 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 engineering 1957" 6' to 8' High Site Wall Trench Footing - C o 85mph 6w Wide CMU OPTIONAL WALL CAP STD. LADDER TYPE .5 STD FOR SLUMPSTONE)_ JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6• WIDE (NOM.) CMU GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE CTR. OF WALL 11 lo SETBACK 12 PER SCHED. 'Y BARS PER SCHEDULE LAP PER 'L' J Z w F.G. J N df Cr WET—SET FIRST a COURSE ' \ 1 J C3 2—#4 CONT. Z w � U O N UjEL CONT. CONC. FTG. --1"-8" 1 5'-0" MIN. CONT. TO DAYLIGHT 'L' STEM 'D' MIN. ESS/qv 2'-0" 3'-2•� 2'-0" 2'-3" j 2'-0" 3'-5" 2'-0" 2'-4• * E 14 2'2 6 — LA QU e CTURPp��� . 3' 4• BUILTAIG & SAFETY DE cp'bF 2' 0 OV ED DATESIGNED 5-20-13 APPRFOR CONSTRUVON 1.ZLQ DATE I gY#6255 V. m r 1 O O y N 1 O o - I