The URL can be used to link to this page

BWFE2016-014178-495 CALLE-TAMPICO D VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT ' Date: 6/22/2016 Application Number: BWFE2016-0141 Owner: Property Address: 52235 AVENIDAJUAREZ MANCHECO APN: 773242013 52235 AVENIDAJUAREZ Application Description: MANCHECO RESIDENCE / GARDEN WALL 48 LF LA QUINTA, CA 92253 Property Zoning: Application Valuation: $3,000.00 Applicant: Contractor: TESERRA TESERRA P 0 BOX 1280 P 0 BOX 1280 COACHELLA, CA 92236 COACHELLA, CA 92236 • i')I r (760)389-9222 Llc. No.: 6Sd128. 1) �! 2016 t - --------- - - ---- ----- ----- ---- -- - -- - --------------------------_r,y'u17A UVAN;uNM Jt�EWFWENTOEPARTA+ENT 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: C-8. C10, C29, C53, C27, D12 License No.: 656128 Date: Contractor: 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: 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 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 Nam Lender's Carrier: _ Policy Number: 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 wit those provisions. Date: v App " t: WARNING: AILURE TO SECURE WORKERS' COM PENS TI 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 -m ntioned property for inspection purposes. Date: Signature (Applicant or Ag "tl/,;; iFINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL: $108.77 $0.00 TOTALS:0• 0• Description: MANCHECO RESIDENCE / GARDEN WALL 48 LF Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 6/22/2016 MFA APPROVED Approved: 6/22/2016 MFA Parcel No: 773242013 Site Address: 52235 AVENIDA JUAREZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 7 Lot: 2 Issued: UNIT 1 6/22/2016 Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $3,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 48 LF GARDEN WALL [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. PER 2013 CALIFORNIA BUILDING CODES. Applied to Approved CHRONOLOGY TYPE STAFF NAME ADDITIONAL CHRONOLOGY ACTION DATE COMPLETION DATE NOTES NOTE MARY FASANO 6/22/2016 6/22/2016 JIM JOHNSON APPROVED CONDITIONS CONTACTS CITY STATE ZIP PHONE FAX EMAIL NAME TYPE NAME ADDRESSI APPLICANT TESERRA P 0 BOX 1280 COACHELLA CA 92236 CONTRACTOR TESERRA P 0 BOX 1280 COACHELLA CA 92236 OWNER MANCHECO 52235 AVENIDA JUAREZ LA QUINTA CA 92253 FINANCIAL INFORMATION Printed: Wednesday, June 22, 2016 3:.14:27 PM 1 of 2 a 5Y57E,M5 Permit "&17,ail? City of la Quinta PERMIT NUMBER BY E2t!I =11f 44 A 7—T— REVIEW TYPE REVIEWER' SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES • DATE .o o' o Mvmmmm „ Printed: Wednesday, June 22, 2016 3:14:27 PM 2 of 2 (ORNKYSTEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00. 100 LF PC Total Paid for FENCE OR FREESTANDING WALL: $108.77 $0.00 gum 0 ma A 7—T— REVIEW TYPE REVIEWER' SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES • DATE .o o' o Mvmmmm „ Printed: Wednesday, June 22, 2016 3:14:27 PM 2 of 2 (ORNKYSTEMS Bin # City of La Quinta / Building 8Z• Safety Division .Permit #f �� "(�, 78-495 Calle Tampico nLa Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet pP g Project Address: S Z 23 Owner's Name: A. P. Number: Address: 2'3 S A ✓E�r�a Z Legal Description: City, ST, Zip: L11J Intl-4 �ZZS 3 Contractor. Telephone: hone Address: /p C) t1 .......... Project Description: City, ST, Zip:. Telephone: h one• 9 State Lic. # : / City Lie. M. Arch., Engr., Designer: Address: City., ST, Zip: Telephone: ><>`: :'• ................. ............. ConstructionT e: Occu ancY•. YP P Statei Lc.#: Project hPa (circle one ew Add'n Alter Repair Demo Name of Contact Person: Z Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project:01 B APPLICANT: DO NOT WRITE BELOW THIS LINE H Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Revicw, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '^! Review, ready for correctionstissue 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. Sine IN6 ANGELUS BLOCK MASONRY FENCE. WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 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 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 = 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 MX T PFO (��D MASO RY MORTAR AS MAN UFACTUR INC. C N ,ORM N T-' OP RTIONS AND REOUIIjEIX NTS OF. � STM%G276, 0� stwtox �I N Y MORTAR AS RCI,IVIR mcjjt yr r��m i.0 V. V-tI Y U1�1 �• 6. GROUT HJ G ONFORM 0 AST4 91B6,f RT AA 8-11 1 H SLUMP, ANDS ALL HAVEIIA MINIMUM COMP S$IVt-4 NGTH AT 8 DAYS OF .. FIRST 12000psi! ,r � STR CTION S 1 r!�1 INE 1 COURSE MAK:BEi rET 1 1/2 INCHES MAX. WHIL IS PL CONCRETE 6' to 8' High Site Wall Trench, Footing - C o 100mph (ult.) Risk Category I 6° Wide CMU OPTIONAL WALL CAP '0 _p, 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF it ` 40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR °`,.b MORTAR WASHED COURSE - STD. LADDER TYPE 5 STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. { FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL C < rn �_ M 6" WIDE (NOM.) CMU E �m ". 171' GROUT CELLS w/ REINF. Z SEE DETAIL SHEET S-5.1. 'X' BARS PER SCHEDULE CTR. OF WALL 'Y BARS PER SCHEDULE LAP PER 'L' 8. CONCRETE BLOC S Lj0f L ir+Y1RLL I11 1 BO1 A N WITH VERTICAL`CONT�NUI,_- LS F.G. 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 WET -SET FIRST MORTAR WASHED COURSE - 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 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. SLOPE CONT. CONC. H' MAX.16" LONG CMU 18" LONG CMUYP TE PER S-2.0 16" LONG CMU 18" LONG CMU L' STEM D' MIN. 6'-0" X4®48"o.c. �j4®54"o.c. 'A' 4024"o.c. 027"o.c. 2'-0" 2'-10" 'B'I #4048"o.c. I /#®54"o.c. 2'-0" 2'-2- 6'-8" 1 #4048"o.c. I #4045"o.c. 7'-4" I #4048"o.c. I #4045"o.c. O.C. 2'-0" 1 2'-4" O.C. 3,-0" 1 3'-2" 0" I /#®40"o.c. I (#®36"o.c. wwo o•c. w o. c. ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Bad lllo Street • covina • CA • 91723-2115 (626) 938-1595 • , Facsimile (626) 938-0485 'bngineenng exce11ence since 1957" SETBACK PER SCHED. J D z O _ w U J V a w CL MIN. W Uj z O f U L) 0. 8* 5'-0" MIN. (CONT. TO DAYLIGHT t �pFESS/ XhY,l�3T-1t5 j (ICT F Op CAS_ DATE SIGNED 3-10-16 S-1.2LQ #6255 PAc, ' S' High Max. Site Wall C o.100mph Risk Category .I 6" Wide CMU 5xHF G x x x o B n : UB 0A. RETURN TYP. 5 xHF 5xHF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES O & O TOTAL WALL LENGTH 3� 5 x HF MIN. 5 x HF MIN. zi a a. TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES O& O CITY OF LA Q U I NTA BUILDING & SAFETY DEPT. FOR CONSTUCTION ANDERSON DESIGN GRI T��'�E �`Z BY Structural Engineering Building besi n 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938=0485 'engineering —x Ip— <inCe / 957^ r ur-o-„n i my r �pFESS/OCTO p�, s � Q OF CAO - DATE SIGNED 3-10-16 S-2.OLQ #6255