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BWFE2014-104578-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BWFE2014-1045 Property Address: 50576 CEREZA APN: 776340015 Application Description: 116LF OF 6' BLOCK WALL Property Zoning: Application Valuation: $6,977.00 Applicant: LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON, CA 92833 T4hv °& lwQ" COMMUNITY. DEVELOPMENT DEPARTMENT BUILDING PERMIT AUG 2 9 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT 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 icense No.: 924123 Date%D 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 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).: (1 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, 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 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/28/2014 Owner: CITRUS EL DORADO,LLC 1157 N RED GUM ST ANAHEIM, CA 92806 Contractor: LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON, CA 92833 (714)630-7149 Llc. No.: 924123 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 th work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by S ction 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 t ose pr isions. Date Applicant: - 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 f r inspection purposes. Date: ignature (Applicant or Agent): 124 DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY 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 QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL SO LF 101-0000-42404 0 $61.49 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.19 $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 $60.06 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forFENCE OR FREESTANDING WALL- $168.74 $0.00 TOTALS:• •- Description: 116LF OF 6' BLOCK WALL Type: WALL/FENCE Subtype: Status: APPROVED Applied: 8/28/2014 SKH Approved: 8/28/2014 SKH Parcel No: 776340015 Site Address: 50576 CEREZA LA QUINTA,CA 92253 Subdivision: TR 32751 Block: Lot: 15 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $6,977.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 116LF OF 6' GARDEN WALL AT FRONT YARD AND SOUTH PROPERTY [ANGELEUS 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 CONDITIONS Printed: Thursday, August 28, 2014 5:00:42 PM 1 of 2 CR SYSTEMS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATU77 REMARKS NOTES DATE BOND INFORMATION Printed: Thursday, August 28, 2014 5:00:42 PM 2 of 2 SYSTEMS NOTES SEQID INSPECTION TYPE r y CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WALL/FENCE - EA 101-0000-42404 0 $61.49 $0.00 FOOTINGS ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.19 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.06 $0.00 100 LF PC Total Paid forFENCE OR FREESTANDING WALL $168.74 $0.00 REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATU77 REMARKS NOTES DATE BOND INFORMATION Printed: Thursday, August 28, 2014 5:00:42 PM 2 of 2 SYSTEMS NOTES SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED RESULT DATE REMARKS BOND BEAM FINAL" FOOTINGS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATU77 REMARKS NOTES DATE BOND INFORMATION Printed: Thursday, August 28, 2014 5:00:42 PM 2 of 2 SYSTEMS Bin # .0ty ®f La Quinta -Building &Safety Division Permit # 'P.O. Box 1504, 78-495 Calle Tampico' -La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: A. P. Number: Legal Description: Lot 1) 1. —1 rac + 51 Contractor: Lane Building Systems Address: 1732 Yermo Place City, ST, Zip: . 'Fullerton, C A 92833 Telephone: (714) 630-7149 state Lic.,#:' 924123 City Lic. W.: Arch., Engr., Designer: Kevin L. Crook Architect,Inc Address: 1360 Reynolds Ave. -City,ST, Zip: Irvine, CA 92614 Owner's Name: Citrus El Dorado LLMC Address: 1157N. Red Gum Street City, ST, Zip: Anaheim, CA 92806 Telephone: ( 714 ) 630-7685 Project Description: Single Famile Home Telephone: (949) 660-`-1587 Construction T�pe: Resident i a 1C)ccupancy: Single. Family Cons State 'Lic.#: -C15561 Name of Contact Person: Debbie. Adams Project type•(circle one); ew Add'n After Repair. Demo Lt- IL -St. Ft.: Stories: .1-# -units.: Telephone# of Contact.Person: (714)630-7.149 t Estimated Value of Project: APPLICANT- DO NOT. WRITE BELOW THIS 'LINE # 'Submittal Reql.d RWd TRACKING PERMIT FE, ES PlanSetsPlan Check submitted Item Amount' Structural Calcs- Reviewed, ready for corrections Plan Check Deposit. Truss C a*les. Called Contact Person Plan Check Balance. Title 24 Calcs. Pinns picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"' Review, ready for corrections/issue' Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Pians.oicked up H.O;A. Approval Plans resubmitted Grading IN HOUSE:- Reyiew, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person Pub. Wks. Appr Date of permit issue Schodl Fees IFTotal Permit Fees wo LoT- 3 P LCU4 !LOCK CO., INC. Stn= 194 y ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' to 8' Nigh Site Wall Spread Footing - C a 100mph (ult) Risk Category I 6w Wide CMU 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 = 150DpSl. 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 COLO -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2800psl m 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 INR MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING T0: 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 'O Ops'. ;L600 FS 7. ..RST 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'-O"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. it. 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. 1;2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS SEE DETAIL SHEET S-5.1. 13. 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE H' MAX. X' BARS RONF:WALL STElA --. Y . i6` LONG CMU 18" 3614C CMU TYf'E:'PER,S-2A l8 LONG CM #4048"o.C. #4C54"o.c. A B 4®24"o.c 4®48"o.c 6!=8" #4048"o.c. #'4®45"o.c. .A' B' 4®16"o.c 7'-4" #4048"o.c• #4®45"o,c. 'A� .8?.A._#4040"o.C. V4048"ox #4®36"o.c. ,e,. - M, OPTIONAL WALL,CAP 6- TYPE .TYPE (#5 STD FOR SLUMPSTONE).'. JOINT RE1NF: AT TOP COURSE AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) GROUT CELLS - w/ REINF. 'X' BARS PER SCHEDULE ® - CTR. OF WALL BUIi_DIN ,> I"f DA 'Y' BARS PER SCHEDULE LAP' PER 'L' EQ. F.G. WET -SET FlRST COURSE a 2-#4 CONT: CONT. CONC, FTG.----/' ALT.. BENDS LONG cMU l' STEM I 'B" MIN. ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Sadlllo Street • Covina • CA • 91723-2115 _ (626) 938-1595 • Facsimile (626) 938-0485 'englnneHnp excellence smce 1957 - E 1=ETY DEPT. 0, 'IV R= D :TRUCTIONUj !3Y C V I.IY . . ....... . EQ J N kii, 4m- .1a 04 e. . 3" CLR. TYP. 'B' MIN. PER SCHEDULE S-1.OLQ #6255 �i 8"High Max. Site Wall* C c 100mph q BL&K CO, INC. Risk Category I Since 196 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6Wide CMU ENO: OF WALL 5 X HFJ 5 x :G) it/,/// zz 141zzl,�4zz j X. w. F -ON A X A tn 3: ef/ V r ,., , 5,xHF - 5 �.HF RETURN TYP., 5 x HF5 TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES:.� & O TOTAL WALL LENGTH Z" 5 x HF MIN. 5 x HF MIN.. 4" Wd W0' F X LJ JJ K A L F. Z �CL L4 F,T.G. Esst TYPICAL REINFORCED WALL STEM TYPES ELEVATION ' WALL TYPES & B S -QFF .1 NED.5-21-14 —D ANDERSON DESIGN GROUP. Structural Engineering Building Design: S-2.OLQ 228 East Badiflo Street • Covina • CA - 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 46255 .1— 1957- g w`, DDDDDDDD HARDSCAPE .CONSTRUCTION PLAN .�� CRAFTSMEN HOMES A THE.CTTRUS ' FRONT YARDS LA OMTA. CA w`,