BWFE2020-0096DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type:
Permit Number
Property Address
APN:
Legal Description
Property Zoning:
Valuation:
BUILDING PERMIT
eca Qa�&a
CALIFORNIA
Wall / Fence
BWFE2020-0096
54725 NORTHERN DANCER DR
767790002
$5,000.00
Owner:
Applicant
Contractor:
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 02/18/2020
ISSUED DATE: 02/24/2020
LENNAR HOMES OF CALIFORNIA INC
980 Montecito Drive, Suite 302, Corona, Ca 92879
LENNAR HOMES OF CALIFORNIA INC
980 Montecito Drive, Suite 302, Corona, Ca 92879
LENNAR HOMES OF CALIFORNIA INC
980 Montecito Drive, Suite 302, Corona, Ca 92879
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: 10/8/24 4:29 pm Page 1 of 3
1-3111111101Z"a4NIT, lkI
Permit Type: Wall / Fence
Permit Number: BWFE2020-0096
Property Address: 54725 NORTHERN DANCER DR
LENNAR/191 LF OF 6' GARDEN WALL AT P/L *** 191 LF OF 6' GARDEN WALL AT NORTH AND WEST PROPERTY LINE[ANGELUS
SPECIFICATIONS] 2019 CALIFORNIA BUILDING CODES.
Construction Details
Total Block Wall LF 170
I Type Group Sq Ft Value I
Invoice No. Fee
PERMIT-BWFE2020-00f WALL/FENCE - FIRST 10OLF
6 RECORDS MANAGEMENT FEE
BSAS SB1473 FEE
WALL/FENCE - EA ADDITIONAL 50LF
WALL/FENCE - FIRST 10OLF PC
TECHNOLOGY ENHANCEMENT FEE
Workflow Step / Action Name
Inspections v.1
FOOTINGS v.2
FOOTINGS v.1
Total for Invoice PERMIT-BWFE2020-0096
Grand Total for Permit
Action Type
Inspection
Inspection
Fee Amount
Amount Paid
$53.67
$53.67
$10.00
$10.00
$1.00
$1.00
$32.20
$32.20
$67.08
$67.08
$5.00
$5.00
$168.95
$168.95
$168.95 $168.95
Start Date End Date
02/18/2020 0:00
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.
Printed: 10/8/24 4:29 pm Page 2 of 3
1-311111111]1Z"a4 N ITi1III I
Permit Type: Wall / Fence
Permit Number: BWFE2020-0096
Property Address: 54725 NORTHERN DANCER DR
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.
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.
Printed: 10/8/24 4:29 pm Page 3 of 3
Of TA
Permit Type: Wall / Fence
Work Class: Wall / Fence
Status: Finaled
Application Date: 02/18/2020
Issue Date: 02/24/2020
Expiration Date:
Owner
LENNAR HOMES OF CALIFORI Contractor:
Scheduled
Actual
Inspection Type Inspection No.
Date
Start Date
06/22/2020
Footing CGAR:2006190329
01501
07/16/2020
Footing ECON:2007150138
57919
Comments: eTRAKiT Inspection Request
Parcel
Address
Description:
LENNAR HOMES OF CALIFApplicant:
Inspection Status Primary Inspector
Approved Julio Anaya
NOTES Created By
System Administrator
Approved Julio Anaya
TEXT
767790002
54725 NORTHERN DANCER DR
LA QUINTA, CA 92253
LENNAR/191 LF OF 6' GARDEN WALL
AT P/L """ 191 LF OF 6' GARDEN
WALL AT NORTH AND WEST
PROPERTY LINE[ANGELUS
SPECIFICATIONS] 2019 CALIFORNIA
BUILDING CODES.
LENNAR HOMES OF CALIFORNIA IN(
Reinspection
Required? Complete
No Complete
7/15/2020 1:38 PM LENNAR HOMES OF
CALIFORNIA INC
Contact Name: LENNAR HOMES OF
CALIFORNIA INC
Site Address: 54725 NORTHERN DANCER DI
Phone:9497891600
e -Mail: carey.adams@lennar.com
No Complete
Created Date
07/15/2020
October 08, 2024 78-495 Calle Tampico Page 1 of 1
PERMIT INSPECTION HISTORY REPORT (BWFE2020-0096)
FOR CITY OF LA QUINTA
Wall / Fence 02/18/2020Application Date:Permit Type:767790002Parcel
Wall / Fence 02/24/2020Work Class:Issue Date:54725 NORTHERN DANCER DR
LA QUINTA, CA 92253
Address:
Finaled Expiration Date:Status:Description:LENNAR/191LF OF 6' GARDEN WALL
AT P/L *** 191LF OF 6' GARDEN
WALL AT NORTH AND WEST
PROPERTY LINE[ANGELUS
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
06/22/2020 Footing CGAR:2006190329
01501
Approved Julio Anaya No Complete
07/16/2020 Footing ECON:2007150138
57919
Approved Julio Anaya No Complete
Comments: eTRAKiT Inspection Request
NOTES Created By TEXT Created Date
System Administrator 7/15/2020 1:38 PM LENNAR HOMES OF
CALIFORNIA INC
Contact Name: LENNAR HOMES OF
CALIFORNIA INC
Site Address: 54725 NORTHERN DANCER DR
Phone: 9497891600
e-Mail: carey.adams@lennar.com
07/15/2020
78-495 Calle Tampico Page 1 of 1October 08, 2024
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 468.4
FF 469.07
PLAN 4B
LOT 156
LEGEND
SCALE 1'=30'
SEPT. 2019
LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA
LENNAR / GRIFFIN RANCH
TRACT NO. 32879 LOT AREA
15,649 SFWALL PLAN - LOT 156
54-725 Northern Dancer Drive
Length 170 LF
Height 6'116 ft8 ft
46 ft
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: DATE: 02/21/2020
BWFE2020-0096
170LF OF 6' GARDEN WALL AT NORTH
AND WEST PROPERTY LINE[ANGELUS
SPECIFICATIONS] 2019 CALIFORNIA
BUILDING CODES.
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
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for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website.