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BWFE2016-0159.r s" 78-495 CALLE TAMPICO Tw D O.�i 4 Qu&Z VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT D ,INSPECTIONS (760) 777-7153 BUILDING PERMIT G� ' _ Date. � /19/2016 Application. Number: BWFE2016-0159 Owner: f vj 20�� Property Address: 5198S AVENIDA DIAZ TYLER DYCK APN: 773155023 51985 AyD,AjD�AZF��4Q(J;Tp Application Description: DYCK RESIDENCE / BLOCK WALL LA QUINTA, CA`922513f� 'cNTDEP1 Property Zoning: RTffFNT Application Valuation: $1,200.00 Applicant: Contractor: TYLER DYCK OWNER / BUILDER 51985 AVENIDA DIAZ LA QUINTA, CA 92253 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: License No.: Date: 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 ( 00 - 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.). G(�) 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 I I Date: Lel _� -- -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 Llc. No.: WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: C - , 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: 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. ' n _ I►t/, �(AI Date: 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: AU44 1PAY Signature (Applicant or Agent): DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY, AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 7/19/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY TYLER DYCK CASH R17208 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 7/19/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY TYLER DYCK CASH R17208 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $60.91 7/19/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY TYLER DYCK CASH R17208 MFA Total Paid for FENCE OR FREESTANDING WALL: TOTALS:0• $108.77 $108.77 •• Description: DYCK RESIDENCE / BLOCK WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: ISSUED Applied: 7/19/2016 MFA APPROVED Approved: 7/19/2016 MFA Parcel No: 773155023 Site Address: 51985 AVENIDA DIAZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 32 Lot: 11 Issued: 7/19/2016 MFA UNIT 2 Lot Scl Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $1,200.00 Occupancy Type: Construction Type: Expired: 1/15/2017 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 38 LF BLOCK WALL (CITY 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 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 7/19/16 R17208 CASH TYLER DYCK MFA Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: Printed: Tuesday, July 19, 2016 8:23:20 AM 1 of 2 CJ SYSTEMS INSPECTIONS PARENT PROJECTS RETURNED STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE DATE NOTES. BOND INFORMATION ATTAINMENTS CLTD9 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD..: PAID BY BY WALL/FENCE -FIRST 101-0000-42404 0 $47.86 $47.86 7/19/16 R17208 CASH TYLER DYCK MFA' 100 LF WALL/FENCE -FIRST 101-0000-42600 0 $60.91 $60.91 7/19/16 R17208 CASH TYLER DYCK MFA 100 LF PC Total Paid for FENCE OR FREESTANDING WALL: $108.77 $108.77 TOTALS:•• •• .77 INSPECTIONS PARENT PROJECTS RETURNED STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE DATE NOTES. Printed: Tuesday, July 19, 2016 8:23:20 AM 2 of 2 "c1 sysrrnns BOND INFORMATION ATTAINMENTS Printed: Tuesday, July 19, 2016 8:23:20 AM 2 of 2 "c1 sysrrnns Qin # Permit # Project Address: �� City of La Q uin to ' Building 8i: Safety Division 78-495 Calle Tampico La Quinta, CA 92253 : (760) 777-7012 Building Permit Application and Tracking Sheet �� Owner's Name: LQs A. P. Number: Address: Legal Description: City, ST, Zip: La w• � ontract /IAA 11 C r o. Iv T h ele one: P Address: t'ect Description: City, ST, Zip: Telephone:LF State Lie. # : City Lie. #: Arch., Engr., Designer: Address: City., ST, Zip: Telephone: ecu ane Occupancy: Construction T e: O YP State ie. #: t to Lt Alter Repairair r J ect �cir le ne ' New Add'n Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person:Est ted Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACIGNG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction ' Flood plain plan Plans resubmitted Alec hanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading IN IIOUSE:- 3'! Review, ready for correctionsrssuc Developer Impact Fee Planning Approval Called Contact Person A.T.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees FOOTING OPTION„ "A" i HEIGHT FROM TOP OF FOOTING 12_ 1 o 1 I, f f� FOOTING OPTION "B" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) 6" OR 8" BLOCK - #4 HORIZONTAL AT 32" MAX. O.C. (USE BOND, BEAM BLOCK) HEIGHT FROM TOP OF FOOTING SEE TABLE "A" SEE TABLE "B" —FOR REBAR SIZE . FOR REBAR SIZE— AND SPACING • AND SPACING (I.00AI [. REDAR IN cr.-wrR Of Cl:1,Ll (I-OCAYE RWAU IN CEN f Ec:R OF CEi.I) FINISH GRADE i (1) - #4 REBAR REVERSE ' �III1111 DIRECTION OF �4_ "W" 10 HOOK ON EVERY I (FOOTING WIDTH) OTHER REBAR .SEE TABLE "A•• (2)-#4 REBAR, CONTINUOUS jjll�_al ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. •9L- BOTTOM OF .i MIN, FOOTING NOTES: - 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER: ALTERNATE DESIGNS -MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. „W„ I(FOOTING WIDTI SEE TABLE "B" „H„ W„ VERTICAL REINFORCEMENT 3' 17" #4 @ 48" O.C.. 4' 20" #4 @ 48" O.C. 5' 23" #4 @ 48" O.C.: 6' 29" 1 #4 @ 24" O.C. (2)-#4 REBAR, CONTINUOUS jjll�_al ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. •9L- BOTTOM OF .i MIN, FOOTING NOTES: - 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER: ALTERNATE DESIGNS -MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. „W„ I(FOOTING WIDTI SEE TABLE "B" CH.ECK.NITHTHE BUILpING DEPARTMENT TO VERIFY,IF,A_BUlLD1NG,PERMIT lS_REQUIRED. WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE-GROUT: BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM „H„ „W„ VERTICAL REINFORCEMENT 3' 19" #4 @ 48" O.C. 4' 22" #4 @ 48" O.C. 5' 29" #4 @ 48" O.C. 6' 34" 1 #4 @ 24" O.C. CH.ECK.NITHTHE BUILpING DEPARTMENT TO VERIFY,IF,A_BUlLD1NG,PERMIT lS_REQUIRED. WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE-GROUT: BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM J j_ FREESTANDING BLOCK WALL vuh �%W PHONE (760) 777-712;1 78-195 CALLI a'AMPIGO LA gtttNTA, C`.AI. VORNIA 92253 FAX (760) 777-7011 I0/9/2014 COMMUNITY DLVELOPNIFWr DIiIT, PAGF 1 Uhl I � FOC DESIGN.PARAMETERS: ACTIVE SOIL PRESSURE (PSF) =30 PASSIVE SOIL BEARING (PSF) = 150 COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL' BEARING (PSF) =1500 WIND = SO MPH. EXPOSURE C SEISMIC: NA= 1.3. NV= 1.6. Z=0.4: SOIL PROFILE=SD