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BWFE2018-0027-l` •moi► 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4ht 4 4QuIRrw DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Application Number: BWFE2018-0027 Property Address: 51325 CALLE JACUMBA APN: 770165015 Application Description:. SPIEGEL DEV. / 250 LF BLOCK WALL Property Zoning: Application Valuation: $6,000.00 Applicant: � a CORONEL:ENTERPRISES INC 42760 MADIO STREET INDIO, CA 92201 FEB L__ CITY OF LA OUIPITA commumv DEVELOPMENTD EPPRTi tEPif 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: B License No.: 72719 Date: Co"frac • r: aAl Co. 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 4K 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 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 Lender's Address VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/2/2018 Owner: DAVID SPIEGEL Contractor: CORONEL ENTERPRISES INC 42760 MADIO STREET INDIO, CA 92201 (760)775-1234 Llc. No.: 727199 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 a rk for which this permit is issued. 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: BENCHMARK INSURANCE COMPANY Policy Number: CST5011949 _ Icertify 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 Sn 37p0 of the Latzer Code, I I f rthwith comply with those provisions. \\ I / 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 bu Olkg construction, and hereby authorize representatives of 'city enter up th abov mentioned property for inspection purposes. D.—MI,. tL - a-\� �Stgna re (Applicant or Agent): Date: 2/2/2018 Application Number: BWFE2018-0027 Owner: Property Address: 51325 CALLE JACUMBA DAVID SPIEGEL APN: 770165015 Application Description: SPIEGEL DEV. / 250 LF BLOCK WALL Property Zoning: Application Valuation: $6,000.00 Applicant: Contractor: CORONEL ENTERPRISES INC CORONEL ENTERPRISES INC 42760 MADIO STREET 42760 MADIO STREET INDIO, CA 92201 INDIO, CA 92201- (760)775-1234 --------------------------------------------------------------------------•------------------ .LIc. No.: 727199 Detail: 250LF OF 6' GARDEN WALL ON SIDE AND REAR YARD INSIDE PROPERTY LINE [ANGELUS 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. 2016CALIFORNIA BUILDING CODES. Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 TOTALS: $179.83 DESCRIPTION FINANCIAL• • ACCOUNT QTY AMOUNT WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $46.80 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $52.01 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $65.02 Total Paid for`BLOCK WALL: $163.83 DESCRIPTION ACCOUNT QTY AMOUNT BSAS 561473. 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 TOTALS: $179.83 # City of La Quinta. Building ff Safecy Division P.O. Box 1504 Permit'#f78-495 Calle Tampico :6 La Quinia, CA 92253 Building Permit Application and Tracking Sheet Prniprr A_ddress:� I •n < Owner's Name: A . P.-Nuxbr: ................ ........... ... ........ .............. Address: : Legal Description: sub Ciy,ST, Zip: ce actor: *1_ Telehone:Cont PIA.&*ts Address: y aQ LO A,p Project Description: .,_ Cin*.ST. 2iP.TBaa o t 95C Teleph0n e: —7G0 -—S Stare Lic- # :—T D:J City Lic. 9: Arch-- Enar.. Designer: -T Address: �'.-...,,'.� ..... .... ... vG. I -W M M Cirv. ST. Zip: -g .Telephone: . ..... .... . . . . . . . ............... Construction Type: occupancy: Stare Lic. 4: P ect Type (circle one): New Add'A Alter ie air Derno r0i Name of Contact Person: _a� Sq. Ft.: # Stories: 7#Uit: Telephone of Contact Person:_J -_4 Estimated Value of Project: 7 ................ ........... ... ........ .............. ... sub 4 x PIA.&*ts MUM .......... ....... -T �'.-...,,'.� ..... .... ... vG. I -W M M -g Tttle- G Ti.4. MIX A VK.......... .... . . .......... S M- ..... ........ U31 ........... W ::0 • iAi,� iig A Mama Al :Z .:\:.... ...... II.I........ :P ............... i*Xiii �*i:; i IK M . . . . . . . . . . . Hill "M .0. MIN, ST iii .7,x ......... ...... x iiiiii. .5 n.M ........................ 07. t M BLOCK COM INC. ` SInae' 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' to 8' High Site Wall Eccentric Spread Footing C ® 110mph (ult) ' Risk Category I °'°""'" 6' Wide CMU 1. DESIGN CRITERIA PER 2016 CBC 2. ALLOWABLE SOIL BEARING PRESSURE ® 1500pef 3. ALLOWABLE SOIL PASSIVE PRESSURE a 150pcf OPTIONAL WALL CAP - 4. COEFFICIENT OF FRICTION m 0.25, COHESION - Opsf 5. CANTILEVER ACTIVE ® 30pcf 6. MASONRY COMPRESSIVE STRENGTH, fm = 1500ps1. 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. � STD: UDDER TYPE NOTES: JOINT REUIF. AST TAP 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 COURSE, AT FIRST GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER COURSE, AND 24"o.0. IS GREATER. 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 ® 2500ps1 ® 28 DAYS, UNLESS 8" WIDE ,NOM.) CMU OTHERWISE REQUIRED BY SOILS REPORT. T OFJ LS OU REt IINF 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 'X' BARS PER REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS SCHEDULE ®.. '.....:...... MANUFACTURED BY E -Z MIX INC., CONFORMINO.TO PROPERTY CTR. OF WALL REQUIREMENTS OF ASTM C270. 8. GROUT SHALL CONFORM TO ASTM C478, HATH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 26 DAYS OF 2000ps1. 7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE DWL& TO MATCH. IS PLASTIC. VERT. REINF. LAP""' - 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH 24" MIN. VERTICAL CONTINUITY OF THE CELLS, 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF F'G' 40'-0"mc, OR 20'-O" o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED WET -SET FIRST. 10. GROUT ALL CELLS WITH REINFORCEMENT. , COURSE 11.'INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL 2-#4 CONT... ..- ....-� 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, CONT, CONC. FTG. ----r 13: DO NOT PLACE FOOTING WITHIN W-0. OF A SLOPE CITY OF LA QUINITA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY: A. °are: 04/27/2017 GHL INC. Rt.:!r•n: ;iUYC , ENC;INEERIVG 128 East 04010 Street I CONm, CA 91723 t' 616.930.1595 i. 626.930,0485 www.ghloo.com i a NA . 1 -7 i a, a• I 3- CLR. TYP, 'B' MIN.. DATE SIGNED 412-17 S-1.1LQ #16-077. I MENNEN- xas f