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BWFE2019-023078-495 CALLE TAMPICO " 0 711 � VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/8/2019 Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Owner: Application Number: BWFE2019-0230 RICHARD SIGNS Property Address: 78830 VILLETA APN: 604152010 Application Description: SIGNS / GARDEN WALL [5] PILASTERS Property Zoning: r� Application Valuation: $6,400.00 � /L�1Q\, Applicant: Contractor: J V MASONRY NOV 0 8 2019D J V MASONRY 65083 MARIO CID 65083 MARIO Cl MECCA, CA 92254 CITY OF LAQUINTA MECCA, CA 92254 DESIGN & DEVELOPMENT DEPARTMENT (760)548-8227 Llc. No.: 981775 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 Professions Code, and my License is in full force and effect. License %Class: C29, C-8 License No.: 981775 Date:-//— 8 — / q Contractor; v 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 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 Add 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: NORGUARD INSURANCE COMPANY Policy Number:JUWC085457 _ 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: J/ O ^ / Applicant: r 441ir zlit, y 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 informa on is correct. I agree to comply with all city and county ordinances and state laws rely g to building construction, and hereby authorize representatives of this city to �nter u on the above - mentioned property for inspection purposes. /j Date:1/40 / / Signature (Applicant or Agent) Date: 11/8/2019 Application Number: BWFE2019-0230 Owner: Property Address: 78830 VILLETA RICHARD SIGNS APN: 604152010 Application Description: SIGNS / GARDEN WALL [5] PILASTERS Property Zoning: Application Valuation: $6,400.00 Applicant: Contractor: J V MASONRY J V MASONRY 65083 MARIO Cl 65083 MARIO Cl MECCA, CA 92254 MECCA, CA 92254 (760)548-8227 Llc. No.: 981775 Detail: 85LF OF 6' HIGH GARDEN WALL+ (4) 6' HIGH PILASTERS AT WEST PROPERTY LINE & [1] PILASTER AT EAST SIDE YARD [ANGELUS S-1.11-Q & S- 1.9LQ SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2016 CALIFORNIA BUILDING CODES. DESCRIPTION INFORMATION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100LF 101-0000-42404 0 $53.67 DESCRIPTION Eq ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100LF PC 101-0000-42600 0 $67.08 Total Paid for BLOCK WALL 2019: $120.75 DESCRIPTION ACCOUNT CITY 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 QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 Contractor Name: V Mpl�s L.,W—Y Address: k- be-� M 9°5' C) a 1 ✓, City, St, Zip KkLtC,�A C-44 9`Z Telephone: -7� © "W 6 2.Z� Email: State Lic: j �2� City Bus Lic: Arch/Eng Name: Address: City, St, Zip Telephone: Email: State Lic: City Bus Lic: Property Owner's Name: Address: City, ST, Zip Telephone: Email: New SFD Construction: Conditioned Space SF Garage SF Patio/Porch SF Fire Sprinklers —SF Construction Type: Occupancy: Grading: Bedrooms: I Stories: I # Units: New Commercial / Tenant Improvements: Total Building SF Construction Type: Occupancy: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 85 if block 4 columns 851f Proposed block wall W 4 Proposed CMU column 1 i2, c_In a CITY C - � �U I�iVTA EFT Bull�DiN �A ��� APPROVED FoR caNSTAWTION DATE BY 6J r p•lcrr" Lrn Caw) j C,\ I Cv) , 'H 'W' MAX. B' N' 6'-9« 16 2 -9 4 24" 3'-4" 5 7'-4" 16" 3'-0" 4 24' 3'-6' 5 8'-8" 16" 3'-3" 5 24" 4'-0" 6 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 SL.UMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi. 7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. NOT USED. 9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER WHERE INTERSECTING BLOCK WALLS OCCUR. 10. NOT USED. 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. OPTIONAL ADHERED VENEER (MAX WEIGHT=10psf) MAY BE APPLIED TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS. MECHANICALLY -ANCHORED VENEER IS NOT PERMITTED. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE 16816 OR 16616 CMU MASONRY PILASTER SCHEDULE LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs-0.33Wt. 2. SEISMIC LOADING EXCEEDS ALL WIND LOADING FOR EXPOSURE C, 130mph AND LESS. BLOCK CO.. INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2016 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pef 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 1704.2, EXCEPTION 2, '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 INCHE5, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. NOT USED. 6'-8" to 8'-8" High Pilaster Spread Footing Seismic, 5% o 1 second 16" or 24" CMU Pilaster OPTIONAL WALL CAP CMU PILASTER, SOLID GROUT (16" SHOWN) 3j" OUTSIDE FACE 3j" OUTSIDE FACE OF BLOCK TO OF BLOCK TO kt. OF VERT (4 OF VERT 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 2-#4 VERT. BARS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 2-#4 GHL INC. ARCHITECTURE - ENGINEERING 228 East Badillo Street ! Covina, CA 91723 T: 626 938.1595 F: 626:938.0485 _ www.9hlaecom DWLS. TO MATCH VERT. REINF. LAP 24" MIN. �Mliffi S WET -SET FIRST COURSE 'N -#4x 8 -6.�- LONG EA. WAY CONC. FTG. I 'B' SQUARE MIN. 8" WIDE (NOM.) CMU PILASTER, SOLID GROUT ALL CELLS CENTER VOID OPEN OR SOLID -GROUT 'W'=24" SO. A PILASTER SECTION PER SCHEDULE w � U of w a N 3" CUR. TYP. CITY OF LA QUINTA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY: A. 6,tuDATE: 09/21/2018 N G `4 0V r� is EXP. 9-30-20 # s`9T C I V F OF CA 1F DATE SIGNED 9-10-18 S-1.9LQ #16-077 A BLOCK CO., INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2016 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 1704.2, EXCEPTION 2, '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 GREA fER. 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 MEAD JCiNTS (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 M$X 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. 7. 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 IMAXIMUM OF 40'—O"o.c. OR 20'-0"o,C. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHEO 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. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE MASONRY FENCE WALL SCHEDULE H' MAX. X' 13ARS B' MIN. 16' LONG CMU 18' LONG CMU 6 —0' 4048 o.c. #48f54 o.c. 2'-6" 6'-8" 4® 57o.c. 2'-9" -4" 4®32"o.c. 4®36"o.c. '- 30" L8' —0" 1 #4024'o.c. I #4027"o.c. i 3'-3" GHL INC. ARCHITECTURE - ENGINEERING 228 East Badillo Street , Covina, CA 91723 T: 626.938.1595 F: 626.938.0985 ghl-ae com 6' to 8' High Site Wall Eccentric Spread Footing C o 110mph (ult) Risk Category I 6" Wide CMU Vr I IUNAL W/ STD. LADI #5 STD FOR JOINT REINF. COURSE, AT COURSE, ANC 6" WIDE (NOd GROUT CELLO w/ REINF. 'X' BARS PEF SCHEDULE CTR. OF WALI OWLS. TO MA VERT. REINF. 24" MIN. F.G. — WET —SET FIR' COURSE 2—#4 CONT CONT. CONC. CITY OF LA QUINTA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY:A. („ DATE: 09/21/2018 NEK SCHEDULE eROFESS/ON N 7 rf NO. 85 81 rr EXP. 9-30-20 a� �9r CI V,L DF C A4�F O DATE SIGNED 9-10-18 S-1.1LQ #16-077