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BWFE2014-1094Jq 78-495 CALLE TAMPICO Ct 0 D �ftiNl�Cl/ LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2014-1094 Owner: Property Address: 53045 LATROBE LANE ARTHUR MCELWEE APN: 770340018 Property Zoning: Application Valuation: $3,000.00 Applicant: ORTEGA MASONRY 31691 ROSEMARY LANE THOUSAND PALMS, CA 92202 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C29 License No.: 809220 Date'. `—,29 —��Contractorr OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($S00).: (_) 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 Name:_ Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Contractor: ORTEGA MASONRY 31691 ROSEMARY LANE THOUSAND PALMS, CA 92 (760)912-1725 Llc. No.: 809220 Date: 9/29/2014 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 Sect n 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: _ 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 with those provisions. Date:' 9 —2y Applicant: 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 building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. Date: / Signature (Applicant or Agent): .-• Bin # Permit # 6tvFE201L-( IDq Project Address: 5"3 -a V,571 4 Qty of LQ Qurnta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico . La Quinta, CA 92253 - (760) 777-7012 Building, Permit Application and Tracking Sheet k.06e ���� Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: Contractor:Telc ©/�.?Z Gam- /y7/SFS o i(J P hone: ' Address: ie o -S e"j j,+A 9' 1_,gyv r Project Description: City, ST, zip: 7-- D n1lJ `iZ��6 « ��. 64,44heW Telephone: :::::«--::::>:«:>:<>-:::• T G State Lie. # : City Lie. #.. Arch., Engr., Designer: Address: City., ST, Zip: re e h ne: ':': > :: •z>':. ............Project Construction Type: Occupancy:an cY• 3tatc Lic. #:�Pect c circle one): New Add'n Alter Repair Demo 'tame of Contact Person: _T-.fd_ Sq. FL: #Stories: #Units: Ccicphone #,of Contact Person: 7 s�t9 ' $,S/ —/ Z 6-V I _ES -matc-d Value of Projcct: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Rcq'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plan Check Balance. Title 24 Cala. Plans picked up Construction ' Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrcctions/issue Electrical Subcontactor List Called Contact Person Plumbing Grunt Dccd Plans picked up S.M.I. I-I.O.A. Approval Plans resubmitted Grading IN IiOUSE:- 3" Reyiew, ready for eorrectionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fccs Total Permil Fees DESCRIPTION FINANCIAL INFORMATION 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 forBUILDING 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 CITY 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- TOTALS:0• $108.77 $0.00 0• Description: 10OLF OF 6' BLOCK WALL AT NORTH PL Type: WALL/FENCE Subtype: Status: APPROVED Applied: 9/29/2014 SKH Approved: 9/29/2014 SKH Parcel No: 770340018 Site Address: 53045 LATROBE LANE LA QUINTA,CA 92253 Subdivision: TR 28867 Block: Lot: 18 Issued: 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: 10OLF OF 6' GARDEN WALL AT NORTH PROPERTY LINE. [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. ADDITIONAL SITES CHRONOLOGY CONDITIONS FINANCIAL INFORMATION wMAr Printed: Monday, September 29, 2014 3:51:27 PM 1 of 2 Cfl?Efff SYSTEMS PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS DATE NOTES Y INFORMATION ' T v rr __ CLTO DESCRIPTION ACCOUNT QTY" AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING 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 TOTALS:•• 00 PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS DATE NOTES BOND INFORMATION SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED DATE RESULT REMARKS NOTES FOOTINGS FINAL" BOND BEAM PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS DATE NOTES Printed: Monday, September 29, 2014 3:51:27 PM 2 of 2 9?w.1YS TEMS BOND INFORMATION ATTACHMENTS Printed: Monday, September 29, 2014 3:51:27 PM 2 of 2 9?w.1YS TEMS 406L*OCKC�G�LJNC. ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' to 8' High Site Wall Spread Footing,- C o 100mph iulta Risk Category I 6' Wide CMU 1ESIGN CRITERIA: I. DESIGN CRITERIA PER 2013 CBC ?. ALLOWABLE SOIL BEARING PRESSURE = 1500psf S. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf F. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf i. CANTILEVER ACTIVE = 30pcf i. MASONRY COMPRESSIVE STRENGTH, f'm = 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. '. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. 40TES: I. 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. ?. JOINT REINFORCEMENT ("LADDER' TYPE) SHALL BE COLD -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. S. STRENGTH OF CONCRETE FOR FOOTINGS = 2800psi 09 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. k 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. i. 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 T0. PROPERTY REQUIREMENTS OF ASTM C270. i. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF '00psi. ;1600 Irs i Jl RST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. i. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. ). 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 ). GROUT ALL CELLS WITH REINFORCEMENT. I. 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. ?. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS SEE DETAIL SHEET S-5.1. S. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE OPTIONAL WALL CAP %6 STD. LADDER TYPE l#5 STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) CMI!-- GROUT CELLS w/ REINF. U1 Fy DUILDIN AIS FOR 'X' BARS PER SCHEDULE CTR. OF WALL--] DATE l 'Y' BARS PER SCHEDULE LAP PER 'L' EQ. F.G. WET -SET FIRST COURSE 2-#4 CONT. CONT. CONC. TG._/1 ALT. BENDS ' ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Sadlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 en91n 11n9 excellence since 1957" -A QUINTA SAF �E /TY DEPT. OVED 'TRUCTIONUj L Uj BY a J C, z o EQ. w J (n a N 3" CLR. TYP. 'B' MIN. PER SCHEDULE 90ESS/q1,. 41 E 3 1 ,rqT TR CTv�P���� CAQ _ D TE SIGNED 6-25-14 S-1.OLQ P1�.g l of 2 MASONRY FENCE WALL SCHEDULE MAX.'X' BARS RDNEWALL STEM 'Y' BARS IL" STEM 'B' MIN. 16" LONG CMU 18" LONG CMU TYPE'PER S-2.0 16" LONG CMU 18" LONG CMU A' 40924"o.c. 40927"o.c. 2'-0" 2'-10" 6'-0" #4048"o.c. #4®54`o.c. B' 4048"o.c. 0954"o.c. 2'-0" V 9" A' 40916"o.c. 4®18"o. c. 2'-0" 3'-1" 6'-8" #4®48"o.c. #4045"o.c. 'B' 4048"o.c. 0954"o.c. 2'-0" 1'-11" 40916"o.c. 4018"o.c. 3'-0" S-6" 7'-4" #40948"o.c. #40945"o.c.A' 'B' 40948"o.c. 4045"o.c. 2'-0" 2'-1" A' 4098"o.c. 4099"o.c. 3'-4" 3'-8"_ 8'-0" #4@40"o.c. #40936"o.c. B'40940"o. c. 40936"o.c. 2'-0" 2'-3" . ' ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Sadlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 en91n 11n9 excellence since 1957" -A QUINTA SAF �E /TY DEPT. OVED 'TRUCTIONUj L Uj BY a J C, z o EQ. w J (n a N 3" CLR. TYP. 'B' MIN. PER SCHEDULE 90ESS/q1,. 41 E 3 1 ,rqT TR CTv�P���� CAQ _ D TE SIGNED 6-25-14 S-1.OLQ P1�.g l of 2 'w. 0 B*CO,1948 ANGELUS'BLOCK MASONRY FENCE WALL SYSTEM ,END OF WALL O X O O 5xHF O H 8' High Max. Site Wall C ® 100mph Risk Category I 6' Wide CMU O t CIF LA QUI NTA =4s'�TY DE=PT. 71-71-7-17712 777,0� FUP.x 'ONs�RUC'TION _B A *Y— X X Ln RETURN TYP. 5 H A SxHF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES O & O TOTAL WALL LENGTH 5 x HF MIN. 5 x HF MIN. : 0 w z Q TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES O & O %$04fANDERSON DESIGN GROUP t Structural Engineering Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "engineer:ng excellence since 1957" F OF AL�Fo NED 5-21-14 S-2.OLQ #62'5 CITY OF LA QUINTA BUILDING & SAFE-ly C' BU Y OF L A DING & SAF PpRo) DEPT. /oAC LAPpROVED FA7- MGC L 4/ iffe A LA 7 R, L D T� 17R fv tj //,) 77t 9. 7- L A'