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BWFE2014-103878-495 CALLE TAMPICO SLA QUINTA, CALIFORNIA 92253 Application Number: BWFE2014-1038 Property Address: 50623 CEREZA APN: 776340017 Application Description: 6' CMU WALL Property Zoning: Application Valuation: $9,444.00 Applicant: LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON, CA 92833 V . VOICE (760) 777-7125 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/28/2014 Owner: CITRUS EL DORADO 1157 N RED GUM ST n J'n ANAHEIM, CA 92253 AUG.29 2014 L�(xjINTA Om( OF lA OOMMUNI�'f 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 License No.: 9241233 Da 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).: (_) 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 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 �t /�e w�orkfor which this permit is issued. have and will maintain workers' compensation insurance, as required by Sectton 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 fose pro isions. DateZ26 Applicant:( 6 6OJ9,40 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 thacl 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 pr perty f inspection purposes. Dat ® �ignature (Applicant or Agent): FINANCIAL INFORMATION DESCRIPTION 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 50 LF 101-0000-42404 0 $75.79 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 1001LF 101-0000-42404 0 $47.19 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY f. 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- $183.04 $0.00 TOTALS:$0.00 Description: 6' CMU WALL CONDITIONS Type: WALL/FENCE Subtype: Status: APPROVED Applied: 8/28/2014 SKH Approved: 8/28/2014 SKH Parcel No: 776340017 Site Address: 50623 CEREZA LA QUINTA,CA 92253 Subdivision: TR 32751 Block: Lot: 17 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $9,444.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 APPLICANT LANE BUILDING SYSTEMS INC Details: 153LF OF 6' GARDEN WALL AT FRONT YARD AND SOUTH 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. CONTRACTOR LANE BUILDING SYSTEMS INC CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON CA 92833 CONTRACTOR LANE BUILDING SYSTEMS INC 1732 YERMO PLACE FULLERTON CA 92833 OWNER CITRUS EL DORADO 1157 N RED GUM ST ANAHEIM CA 92253 Printed: Thursday, August 28, 2014 11:45:03 AM 1 of 2 I?SYS7EM5 PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE i BOND INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WALL/FENCE - EA 101-0000-42404 0 $75.79 $0.00 FOOTINGS ADDITIONAL 50 LF BOND BEAM 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 for FENCE OR FREESTANDING WALL $183.04 $0.00 PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE BOND INFORMATION ATTAC INSPECTIONS H M E NTS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FINAL" FOOTINGS BOND BEAM PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE Printed: Thursday, August 28, 2014 11:45:03 AM 2 of 2 cg?IAISYSTEMS BOND INFORMATION ATTAC H M E NTS Printed: Thursday, August 28, 2014 11:45:03 AM 2 of 2 cg?IAISYSTEMS ain# City.®f La Quinta -Building 8r SafetyDivision _ Permit # P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit ,Application and Tracking Sheet ProJ ect Address: f" —� Owner's Name: Citrus El Dorado LL,C A. : Number: -� Address: 1.157N. Red Gum Street Legal Description: City, ST, Zip: Anaheim, CA 92806 Tele h 714 630 7685 Contractor: Lane Building Systems pone: Address: 17 32 Y er m o Pace Project Description: Single Family Home' Tele ho ne• 949 6601587 Construction onTy Pe,. Residenti al0 •.Sin gle Family ccu aney State Ltc. -•C15561 ?•?,•.vi:iti'{i:•:'r::i::.<:ii$$ii+i:}$;>ii ij'f{i$ :rrProJect tYPa (circle one): ew:) Add'.n Ater Repair Demo Name of Contact Person: Debbie Adams -her Ft.: 3 # Stories: Fiy Units: Estimated Value of Project:. 0a Telephone # of Contact Person: (7.14)630-7149 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Caics. Reviewed, ready for corrections Plan Check Deposit Truss Caies. Called.Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing. Grant Deed Plans picked up S.K.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 Schodl Fees Total Permit Fees Lot- 17 2 PLQn1 CI - P k i�� uadfA^ a . • fit-, j� ii fay' F f ' . aR �`'� ` � $ �• �� �` •yp�,_�q M U 'az "wpm f� y 3 aF: 1 •srv.> X15 ~ m�_..- --- -- --- CEREZA. oil I — — --- -- — -- O — -- s j P O a � �x glop rYb�� V'P T" fr ti .:ta1•t•c i DATE BY DDDDDDDD � E i �� HARDSCAPE CONSTRUCTION PLANF €� ye �ry3� CRAFTSMEN HOMES w. THE CITRUS c @ y �V�L. 8 ©NGA-SAFETY TE e • M T. i DATE BY DDDDDDDD � E �� HARDSCAPE CONSTRUCTION PLANF €� CRAFTSMEN HOMES w. THE CITRUS c @ y n FRONT YARDS5 LA OU94TA, CA I 14. BLOCK Co., INC. st. It" # t ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' to 8' High Site Wall Spread_ Footing - C a 100mph (ult) Risk Category I 6w Wide CMU DESIGN CRITERIA: . #4048"ox, #4045"o,c. 1. DESIGN CRITERIA PER 2013 CBC 0 2. ALLOWABLE SOIL BEARING PRESSURE - 1500psf OPTIONAL WALL CAP 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf GROUT CELLS= 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf ° w/ REINF. 5. CANTILEVER ACTIVE = 30pc1 4040"o.c. 4036"o.c. 2'-0.'. 2°-3' 6. MASONRY COMPRESSIVE STRENGTH, I'm - 1500ps1. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. a 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. 6-S.TD;.L,ADt)ER TYPE. NOTES: (#5. STD' FOR SLUMPSTONE.)- MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND J01NT RbNF: AT TOP COUR5E ' 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND 24-O.C. GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 , INCHES, WHICHEVER IS GREATER. CENTER VERTICAL .BARS IN CELLS. . #4048"ox, #4045"o,c. 2. JOINT REINFORCEMENT ('LADDER' TYPE) SHALL BE COLD -DRAWN STEEL 0 WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 6" WOE (NOM.) 8' 0" GROUT CELLS= 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl m 28 DAYS, UNLESS w/ REINF. OTHERWISE REQUIRED BY SOILS REPORT. 4040"o.c. 4036"o.c. 2'-0.'. 2°-3' 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR a WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE). OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENOEO MASONRY MORTAR AS 'X' BARS PER MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND SCHEDULE ® - REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL MANUFACTURED BY E -Z MIX INC.. CONFORMING T0. PROPERTY 228 East Bad Ilio Street REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, Facsimile (626) 938-0485 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF enOrneenn0 1 7)00PS1. ;t'000f_1' Y BARS PER 7...RST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAPS IS PLASTIC. PER 'L' ' 8. CONCRETE BLOCK SHALL 8E LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. F.G.. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-O"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. 2-#4 CONT.: 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE, S. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 1:2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS CONT, CONC, FTG: SEE DETAIL SHEET S-5.1, 13. DO NOT. PLACE FOOTING WITHIN 5'-0" OF A. SLOPE ALT.. BENDS BUILDIN FOR j DATJ MASONRY FENCE WALL•SCHEDULE 'X' BARS RQNF:WALL-STER1 Y'.BARS 'H' MAX : 'L' STEM B' MIN. ' 16' LONG CMU 18' LONG CMU TYPE�PER.S-.2.0 16' LONG"CNU 18" LONG CMU . . #4048'.,,. 1 #4054"o.c. 1 A; 4024'6.c. 4027"o.c. 1. 2-0-, 1 2 -10 .6'=8" I #4048"o.c. I #4045"o.c. 6' /(AdMO" LAen4d n'_n i'_tt" 7'-4" . #4048"ox, #4045"o,c. 0 2 EQ: W 8' 0" #4®40"o.c, #4036"o.c, A' 'e' 408'o.c. 09 0.0 3`-8". a 4040"o.c. 4036"o.c. 2'-0.'. 2°-3' _ - ... a ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Bad Ilio Street • Covina • CA • 91723-2115 - (626) 938-1595 Facsimile (626) 938-0485 enOrneenn0 excerrence srnce 1957' - QUf MITA 'AF E/TY 'DEPT, V 0 LE_ D D PIF UCTION V) i3Y 'B' MIN. PER SCHEDULE h tl 3" CLR. TYP. S-1.OLQ #6255 0 2 EQ: W . z' � x a Cr _ - ... a 'B' MIN. PER SCHEDULE h tl 3" CLR. TYP. S-1.OLQ #6255 T f •� z - 8' High Max. Site Wail C a 100mph .� s�K ��;N�: Risk Category I j Since 1w ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6 Wide CMU ENO: OF WALL xO .. 5 x HF. 5 x^H--... . f . TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES. A ' & o TOTAL WALL LENGTH JI' 5 x HF MIN. t i 5 x HF MIN, ANDERSON DESIGN GROUP. Structural Engineering Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "C-yl—Mg OxCe11—n .Ince I957- S-2.OLQ #6255