Loading...
BWFE2020-0159BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 05/20/2020 ISSUED DATE: 06/02/2020 Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: Wall / Fence 81700 CHANT CT BWFE2020-0159 767800017 $5,000.00 Owner:LENNAR HOMES OF CALIFORNIA INC 980 Montecito Drive, Suite 302, Corona, Ca 92879 Applicant:LENNAR HOMES OF CALIFORNIA INC 980 Montecito Drive, Suite 302, Corona, Ca 92879 Contractor:LENNAR HOMES OF CALIFORNIA INC 980 Montecito Drive, Suite 302, Corona, Ca 92879 Declaration / Acknowledgement PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER-BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors’ State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 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 Contractors’ State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] 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).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors’ State License Law does not apply to an owner of property who, through employees’ or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors’ State License Law. As an Owner-Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner-builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. WORKERS’ COMPENSATION DECLARATION (1, 2 or 3) 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. 1) Has and will maintain a certificate of consent to self-insure for workers’ compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has 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. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that, if should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being 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 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. 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. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 10/10/24 3:16 pm Page 1 of 3 Permit Type: Permit Number: Property Address: Wall / Fence BWFE2020-0159 81700 CHANT CT BUILDING PERMIT LENNAR HOMES/ 305 LF OF 6' WALLS AT NORTH,WEST,SOUTH PL *** 305LF OF 6' GARDEN WALLS AT NORTH.WEST AND SOUTH PROPERTY LINES [PROTO II SPECIFICATIONS] 2019 CALIFORNIA BUILDING CODES. Use of Permit Construction Details 305Total Block Wall LF Valuation Details Type Group Sq Ft Value Financial Information Fee AmountFee Amount PaidInvoice No. PERMIT-BWFE2020-015 9 $10.00 RECORDS MANAGEMENT FEE $10.00 $53.67 WALL/FENCE - FIRST 100LF $53.67 $67.08 WALL/FENCE - FIRST 100LF PC $67.08 $5.00 TECHNOLOGY ENHANCEMENT FEE $5.00 $1.00 BSAS SB1473 FEE $1.00 $80.50 WALL/FENCE - EA ADDITIONAL 50LF $80.50 $217.25 $217.25 Total for Invoice PERMIT-BWFE2020-0159 Grand Total for Permit $217.25 $217.25 Workflow / Inspections Workflow Step / Action Name Action Type Start Date End Date Inspections v.1 05/20/2020 0:00 FINAL** v.1 Inspection FOOTINGS v.5 Inspection FOOTINGS v.4 Inspection FOOTINGS v.3 Inspection FOOTINGS v.2 Inspection FOOTINGS v.1 Inspection Plan Check v.1 Building Review (1 Day) v.1 Receive Submittal Issue Permit v.1 Contractor / Owner-Builder Information v.1 Generic Action Verify & Invoice Fees v.1 Generic Action Issue Public Works Permit v.1 Create Report Wall / Fence Inspections v.1 Bond Beam v.1 Inspection Footing v.1 Inspection Rough Electrical v.1 Inspection Underground Electrical v.1 Inspection Underground Plumbing v.1 Inspection Final Inspections v.1 Printed: 10/10/24 3:16 pm Page 2 of 3 Permit Type: Permit Number: Property Address: Wall / Fence BWFE2020-0159 81700 CHANT CT BUILDING PERMIT Final Wall / Fence v.1 Inspection Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. Inspections A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Certificate of Occupancy A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Service Utilities Printed: 10/10/24 3:16 pm Page 3 of 3 PERMIT INSPECTION HISTORY REPORT (BWFE2020-0159) FOR CITY OF LA QUINTA Wall / Fence 05/20/2020Application Date:Permit Type:767800017Parcel Wall / Fence 06/02/2020Work Class:Issue Date:81700 CHANT CT LA QUINTA, CA 92253 Address: Expired 06/09/2021Expiration Date:Status:Description:LENNAR HOMES/ 305 LF OF 6' WALLS AT NORTH,WEST,SOUTH PL *** 305LF OF 6' GARDEN WALLS AT NORTH.WEST AND SOUTH PROPERTY LINES [PROTO II SPECIFICATIONS] 2019 CALIFORNIA BUILDING CODES. Owner:Contractor:Applicant:LENNAR HOMES OF CALIFORNIA INC LENNAR HOMES OF CALIFORNIA INC LENNAR HOMES OF CALIFORNIA INC Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date 11/10/2020 Footing ECON:2011090133 19314 Approved Kirk Kirkland No Complete Comments: eTRAKiT Inspection Request NOTES Created By TEXT Created Date System Administrator 11/9/2020 1:33 PM LENNAR HOMES OF CALIFORNIA INC Contact Name: LENNAR HOMES OF CALIFORNIA INC Site Address: 81700 CHANT CT Phone: 9497891600 e-Mail: carey.adams@lennar.com 11/09/2020 12/08/2020 Footing ECON:2012070331 47840 Canceled Kirk Kirkland No Complete Comments: eTRAKiT Inspection Request NOTES Created By TEXT Created Date System Administrator 12/7/2020 3:31 PM LENNAR HOMES OF CALIFORNIA INC Contact Name: LENNAR HOMES OF CALIFORNIA INC Site Address: 81700 CHANT CT Phone: 9497891600 e-Mail: carey.adams@lennar.com 12/07/2020 12/09/2020 Footing DCL:201208044309 0745 Canceled Duane Clayton No Complete NOTES Created By TEXT Created Date Duane Clayton - CANCELLED PER SUPERINTENDENT EMAIL REQUEST. 12/09/2020 12/10/2020 Footing DCL:201209041718 0668 Partially Approved Duane Clayton No Incomplete NOTES Created By TEXT Created Date Duane Clayton - EAST SIDE YARD RETURN WALL FOOTINGS FOR 6'-8" PROTO WALL. 12/10/2020 78-495 Calle Tampico Page 1 of 2October 10, 2024 PERMIT INSPECTION HISTORY REPORT (BWFE2020-0159) Wall / Fence 05/20/2020Application Date:Permit Type:767800017Parcel Wall / Fence 06/02/2020Work Class:Issue Date:81700 CHANT CT LA QUINTA, CA 92253 Address: Expired 06/09/2021Expiration Date:Status:Description:LENNAR HOMES/ 305 LF OF 6' WALLS AT NORTH,WEST,SOUTH PL *** 305LF OF 6' GARDEN WALLS AT NORTH.WEST AND SOUTH PROPERTY LINES [PROTO II SPECIFICATIONS] 2019 CALIFORNIA BUILDING CODES. Owner:Contractor:Applicant:LENNAR HOMES OF CALIFORNIA INC LENNAR HOMES OF CALIFORNIA INC LENNAR HOMES OF CALIFORNIA INC Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date 12/11/2020 Footing DCL:201210044024 0675 Approved Duane Clayton No Complete NOTES Created By TEXT Created Date Duane Clayton - FRONT PL WALL, FULL APPROVAL.12/11/2020 01/11/2021 Final Building ECON:2101081248 14234 Disapproved Duane Clayton No Complete Comments: eTRAKiT Inspection Request NOTES Created By TEXT Created Date System Administrator 1/8/2021 12:48 PM LENNAR HOMES OF CALIFORNIA INC Contact Name: LENNAR HOMES OF CALIFORNIA INC Site Address: 81700 CHANT CT Phone: 9497891600 e-Mail: carey.adams@lennar.com 01/08/2021 Duane Clayton - WALL HEIGHT EXCEEDS 72" FROM FINISHED GRADE REQUIRED BY LQMC. FROM MID POINT OF FRONT YARD WALL TO WEST END, HEIGHT IS EXCEEDED FROM 7" TO 15". WALLS NOT STEPPED FROM BACK OF LOT TO FRONT. - TORQUE TESTING REPORT REQUIRED AND WILL NEED TO BE RE-CERTIFIED WHEN COURSES ARE REMOVED. 01/11/2021 78-495 Calle Tampico Page 2 of 2October 10, 2024 Date: 16-Jan-20 To: Mario Salazar Company: Proto-II CC: From: Todd Majeroni, PE Project Number:16-494 Project Name:City of La Quinta Proto-II 2016 CBC Standard Plan Sheets: 5 (Including this sheet) M E M O R A N D U M 16-Jan-20 It is our understanding the building official will allow the use of the current approved 2016 CBC Proto-II Standard Plan at the City of La Quinta provided a preliminary analysis has been done to compare the designs to the newly adopted 2019 CBC. Please refer to the attached Basis for Design which demonstrates the Wind Loads and Seismic Loads of the 2019 CBC are less than or equal to the 2016 CBC values. One item that has changed significantly is the R value to be used in seismic design of cantilevered fence walls. Traditionally a value of 3 has been used but the ASCE 7-16 requires an R value of 1.25. This results in a 240% increase of the seismic forces applied to cantilevered fence walls. Because Proto-II walls are less heavy than conventional masonry, wind speeds still control the design. Please refer to the attached revised sheet index for which details may be used from the 2016 CBC Proto-II Standard Plan during the grace period while the standard plan is updated to the 2019 CBC. Please contact our office with any questions or concerns. RIMROCKENGINEERING 9080 W. Cheyenne Ave., Suite 120, Las Vegas, NV 89129 - Phone: (702) 838-5311 - Fax: (702) 838-5339 SHEET: PROJ No.: STD DATE: 05-29-18 DESCRIPTIONREV #DATE TITLE: PROJECT: SEAL: 01-16-20 PROTO II STANDARD PLANS LA QUINTA, CA THIS DOCUMENT IS THE SOLE PROPERTY OF RIM ROCK ENGINEERING, LLC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESS WRITTEN PERMISSION. ALL RIGHTS ARE RESERVEDWIND EXPOSURE C AT 110 MPH PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS LONG BEACH, CA 90807 www.proto2.com 3612 CALIFORNIA AVE ATTN: MARIO SALAZAR PH# (562) 477-8529 U.S. PATENTED 5,794,921, & 6,431,797, & 7,188,453, & 6,632,048, 7,454,870, & 7,461,487 msalazar@protoii.com PROTO-IITM WALL SYSTEMS RIMROCKENGINEERING PH: 702-838-5311 9080 W. CHEYENNE AVE., STE 120 LAS VEGAS, NV 89129 SHEET INDEX S0.1 Basis for Design Design Code:2019 CBC Wind Loads (Section 1609 & ASCE 7-16, Ch. 29)Seismic Loads (Section 1613 & ASCE 7-16) Exposure: C site class: D default: Y Risk Category: II Ss: 1.500 Wind Speed (mph): 97 S1: 0.600 Dir. Factor (Kd): 0.85 Risk Category: II Topo Factor (Kzt): 1.0 Importance Factor, Ie: 1 elevation (ft): 1 Fa: 1.200 Ground Elevation Factor (Ke): 1.00 Fv: null - See Section 11.4.8 Gust Factor (G): 0.85 Sds: 1.200 Ext Press. Coeff. (Cf): 1.4 Sd1: null - See Section 11.4.8 z (ft): 15 Seismic Design Category: null - See Section 11.4.8 Vel Exp Coeff. (Kz): 0.85 Exceptions of 11.4.8: Y qz (psf): 17.4 Wind Pressure (psf): 20.7 Soils Report Information: company: Refer to General Notes on sheet S0.1 of construction documents report number: date of report: addenda (if any): Soil Design Criteria: level 3:1 slope 2:1 slope active (pcf): 30 40 45 passive at trench ftg (pcf): 100 passive at spread ftg (pcf): 150 max passive (psf): 0 passive depth to ignore (in): 0 passive reduction w/ friction: 0.00 1/3 passive increase for wind/seismic: N allowable soil brg. Press (psf): 1500 Net max allowable soil brg. Press (psf): 0 allowable soil brg. Increase (psf): 0 per ft of width allowable soil brg. Increase (psf): 0 per ft of depth friction: 0.25 friction reduction w/ passive: 0.00 1/3 friction increase for wind/seismic: N Ka: 0.3 soil weight (pcf): 120 fence wall ftg embed (in): 12 retaining wall ftg embed (in): 12 retaining wall height to neglect seismic (ft): 6 Foundation Requirements: Concrete placed at footings: 2500 psi Rebar #3 and smaller conform to ASTM A615 grade 40 min (Fy=40 ksi). Rebar #4 and larger shall conform to ASTM A615 grade 60 (Fy=60 ksi) Project:Proto II Standard Plans - 2016 CBC Project No.:16-494 Location:City of La Quinta Sheet No.:1 1/15/2020 U.S. Seismic Design Maps https://seismicmaps.org 1/2 La Quinta, CA, USA Latitude, Longitude: 33.6633573, -116.3100095 Date 1/15/2020, 8:49:35 AM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.5 MCER ground motion. (for 0.2 second period) S1 0.6 MCER ground motion. (for 1.0s period) SMS 1.8 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.2 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.558 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.67 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 1.622 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.766 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) S1RT 0.616 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.687 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.558 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.918 Mapped value of the risk coefficient at short periods CR1 0.897 Mapped value of the risk coefficient at a period of 1 s 1/15/2020 U.S. Seismic Design Maps https://seismicmaps.org 2/2 DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website. LENNAR 980 MONTECITO DRIVE CORONA, CA 92879 (951) 817-3663 NOTE: DIMENSIONS SHOWN ARE TO BUILDING FACE AND NOT ARCHITECTURAL POP-OUTS NOTE: PLOT PLANS MAY NOT SHOW CURRENT RECORD INFORMATION. REFER TO THE TITLE REPORT FOR DIMENSIONS, EASEMENTS, AND OTHER INFORMATION OF RECORD. DRY UTILITIES ARE NOT SHOWN ON THIS PLAN. MSA CONSULTING,INC. > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com PE 478.9 FF 479.57 PLAN 2A LOT 92 LEGEND SCALE 1'=30' SEPT. 2019 LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA LENNAR / GRIFFIN RANCH TRACT NO. 32879 LOT AREA 15,826 SFWALL PLAN - LOT 92 81-700 Chant Court95 ft122 f t 14 ft 58 ft26 ft Block Wall Detail S1.1, S1.2, S2.1 Length 305 LF CITY OF LA QUINTA BUILDING DIVISION APPROVED FOR CONSTRUCTION BY: DATE: 05/22/2020 BWFE2020-0159 305LF OF 6' GARDEN WALLS AT NORTH.WEST AND SOUTH PROPERTY LINES [PROTO II SPECIFICATIONS] 2019 CALIFORNIA BUILDING CODES.