BWFE2019-006078-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
c&t�p 4 i4P Qa6t&)
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
WALL/FENCE/CITY STANDARD/PRE-APPROVED
B W FE2019-0060
77841 CALLE SONORA
773272023
PALMER / 42LF GARDEN WALLS AT EAST AND WEST SIDE YARD
$2,000.00
Applicant:
KEVIN FARMER CONSTRUCTION D
53460 AVENIDA MADERO
LA QUINTA, CA 92253 APR 0 5 2019
U
CITY OF LAQUINTA
DESIGN & 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 Bus] s and Professions Code,
and my License is in full force and effect.
License Class: B License No.: 678677 J
Date:Ar--Tt .11 I' I 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
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 Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 4/5/2019
Owner:
PALMER LUANNE M & GERALD B
77841 CALLE SONORA
LA QUITA, CA 92253
Contractor:
KEVIN FARMER CONSTRUCTION
53460 AVEN IDA MADERO
LA QUINTA, CA 92253
(760)469-7057
Llc. No.: 678677
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 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:
CarrlevUI MPT Policy Number:
I certifythat 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 SA3700bor Code, I shall forthwith
comply with those provisions. 4Date: ApplicaWARNING: FAILURE TO SECURE WORKN 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 1P
roperty for inspection purposes.2
Date: ' / Signature (Applicant or Agent).
Application Number:
BWFE2019-0060
Property Address:
77841 CALLE SONORA
APN:
773272023
Application Description:
PALMER / 42LF GARDEN WALLS AT EAST AND WEST SIDE YARD
Property Zoning:
Application Valuation:
$2,000.00
Applicant:
KEVIN FARMER CONSTRUCTION
53460 AVENIDA MADERO
LA QUINTA, CA 92253
Owner:
PALMER LUANNE M & GERALD B
77841 CALLE SONORA
LA QUITA, CA 92253
Contractor:
KEVIN FARMER CONSTRUCTION
53460 AVENIDA MADERO
LA QUINTA, CA 92253
(760)469-7057
Llc. No.: 678677
Dat^: .4/5/2019
Detail: 22LF OF G GARDEN WALL AT EAST EXTERIOR SIDE YARD [ANGELUS S -1.11-Q SPECIFICATIONS] NOT TO ENCROACH INTO THE PUBLIC 12' RIGHT-OF-
WAY, AND 20LF OF 6' GARDEN WALL AT WEST SIDEYARD. [ANGELUS S-1.0LQ SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL
BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIA
BUILDING CODES.
DESCRIPTION
FINANCIAL .• ♦.
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404 0
$53.37
DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600 0
$66.71
Total Paid for BLOCK WALL:
$120.08
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
ta Qwkra
CALIFORNIA —
PERMIT #
PLAN LOCATION:
Project Address: -77gqI C1R_�L S600
_Project Description:
APN #:�
Garage y SF
Telephone:
Patio/Porch SF
Applicant Name:���
Fire Sprinklers SF
Address: -� -7
City, ST, Zip:
Telephone: - _ �(✓�j
Email:
Valuation of Project $
Contractor Name:
New SFD Construction:
Address:
Q J
Conditioned Space SF
City, St, Zip
Garage y SF
Telephone:
Patio/Porch SF
Email:
Fire Sprinklers SF
State Lic: -�7 City Bus Lic:
Architect/ Engineer Name:
Construction Occupancy:
Address:
Total Building SF
Grading:
City, St, Zip
Telephone:
Bedrooms: Stories: # Units:
Email:
State Lic: City Bus Lic:
Property Owner's Name:
New Commercial / Tenant Improvements:
Address: �A(-Afto z,
Total Building SF
City, ST, Zip1
i'ATelephone:Cj
Construction Type: Occupancy:
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
#
Submittal
Required
Received
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
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04WBLOCK�nClMj, INC.
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 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, fm = 1500psi. 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 DIAMEIFRS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 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 IWR MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC., CONFORMING TO 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
2000psi.
7. FIRST 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'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT
11. INSPEC11ONS: 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.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY FENCE WALL SCHEDULE
'H' MAX.
____'X'BARS
16' LONG CMU 18" LONG CMU
'B' MIN.
711-
6'-13"
4040"o.c.
4®45"o.c.
2'-1"
7'-4"
4032"o.c.
4036"o.c. 1
2'-3"
8' 0"
4®24"o.c.
1 44027"o.c. 1
2'-6"
CIML228
INC.
ITECTURE � ENGINEERING
Badillo Street j Covina, CA 91723
38 1595
38 0485
6' to 8' High Site Wall
Concentric Spread Footing
C o 110mph (ult)
Risk Category I
6' Wide CMU
OPTIONAL WALL CAP
6 STD. LADDER TYPE
#5 STI] FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE
AT FIRST COURSE, AND 24"o.c.
6" WIDE (NOM.) CMU
GROUT CELLS —
w/ REINF.
'X' BARS PER
SCHEDULE
CTR. OF WALL
DWLS. TO MATCH
VERT. REINF. LAP
24" MIN.
EQ.
F.G. -
WET -SET FIRST
COURSE
2-#4 CONT
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CONT. CONC. FTG., -
ALT. BENDS 'B' MIN.
PER SCHEDULE
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. DATE: 09/21/2018
of ESSIO,
a
3" CLR,
TYP.
Na' 85681
I EXP. 9-30-20 #
C I V
OF C pG�F
DATE SIGNED 9-10-18
S-1.OLQ
#16-077
10
B*CM,
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL SEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. 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.
6' to 8' High Site Wail
Eccentric Spread Footing
C a 110mph Wit)
Risk Category I
6" Wide CMU
OPTIONAL WALL CAP
1
I
t
STD. LADDER TYPE
/5 STD FOR SLUMPSI
JOINT REINF. AT TOP
COURSE, AT FIRST
COURSE, AND 24"o.c.
2.
JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD—DRAWN STEEL
'H' MAX.X
BARS
16' LONG CMU 18' LONG CMU
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES
6'-0"
3.
STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
6" WIDE (NOM.) CMU
GROUT CE LS
OTHERWISE REQUIRED BY SOILS REPORT.
w/ REINF_
4.
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
7'-4"
4032'o.c. 4036"o.c.
WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
8'-0"
5.
MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
'X' BARS PER
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
SCHEDULE
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
CTR. OF WALL
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
2000psi.
7.
FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
DWLS. TO MATCH
IS PLASTIC.
VERT. REINF. LAP -
8.
CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
24" MIN.
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF F. G.
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED WET—SET FIRST
10. GROUT ALL CELLS WITH REINFORCEMENT. COURSE
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL 2—#4 CONT
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
SEE DETAIL SHEET S-5.1. CONT. CONC. F1
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY FENCE WALL SCHEDULE
'H' MAX.X
BARS
16' LONG CMU 18' LONG CMU
'B' MIN
6'-0"
4 48' o.c. 4054"o.c.
2'--6"
6'-8"
4040"o. c. 4045"o.c.
2'-9"
7'-4"
4032'o.c. 4036"o.c.
3'-0''
8'-0"
4®24"o.c.4®27"o.c.
S-3"
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo Street I Covina, CA 91723
T. 626.938.1595
F: 626.93&0485
_ www ghloe-com
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A.DATE: 09/21/2018
w
J
J
rn
1a
3" CLR.
TYP.
'B' MIN.
PER SCHEDULE
NO. 85681
# EXP. 9-30-20 �}
S'9T C I V
OF' CA��F
DATE SIGNED 9-10-18
S-1.1LQ
#16-077