BWFE2018-0031r
78-495 CALLE TAMPICO <y D aNMU�iI/ VOICE (760) 777-7125
LA QUINTA, CALIFORNIA 92253 v DDu FAX (760) 777-7011
DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 2/5/2018
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Owner:
Application Number: BWFE2018-0031 TTO.USSOUN
Property Address: 48760 SAN VINCENTE ST P 0 BOX 1825
APN: 646140031 LA QUINTA, CA 92253
Application Description: TOUSSOUN /* 19 LF BLOCK WALL
Property Zoning:
Application Valuation: $1,100.00
Applicant: Contractor:
DONLEY VAN MALSEN ® DONLEY VAN MALSEN
49578 AVILA DR. 49578 AVILA DR
LA QUINTA, CA 92253 FEB O 5 2018 LA QUINTA, CA 92253
CITY OF LA QUINTA Lic.0)5
10081901
DESIGN AND 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: License No.: 100190
Date: Contractor. 4rewllz"
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 Name:
Lender's Address: '
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:
Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9221825
_ 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 forthwit
comply with those provisions.
Date:lasa—IS Applicant:
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 t abo
mentioned pr pert for inspection purposes.
Date: oSignature (Applicant or Agent):
Date: 2/5/2018
Application Number: BWFE2018-0031 •
Owner:'
Property Address: 48760 SAN VINCENTE ST
T TOUSSOUN
APN: 646140031
P 0 BOX 1825
Application Description: TOUSSOUN /* 19 LF BLOCK WALL
LA QUINTA, CA 92253'
Property Zoning:
Application Valuation: $1,100.00
Applicant:.
Contractor:
DONLEY VAN MALSEN
DONLEY VAN MALSEN
.49578 AVILA DR
49578 AVILA DR
LA QUINTA, CA 92253
LA QUINTA, CA 92253
(760)578-3889
---------------------------------------------------------------=----------------------------
Llc. No.: 1001901
Detail: 19LF OF 5' GARDEN WALL AROUND POOL EQUIPMENT WEST SIDE YARD [CITY
SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED
WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY.
2016 CALIFORNIA BUILDING CODES.
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
FINANCIAL
DESCRIPTION
•• •
ACCOUNT
QTY AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0 $52.01
DESCRIPTION
ACCOUNT
QTY AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-426000
$65.02
Total Paid for BLOCK.WALL: $117.03 •
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
CITY OF LA QUINTA '
g[Af OONG 8t. SAFE DEPT.
FOR WNSTRUCTION
t -
4
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8100[ al4ll AN OTT.ET anNa1 A'•0QAC NdT. -
tU NTAN A A QE.eR U`XeoaG
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AT Du ,CN ECT PER GEC 002MM
SITE PLAN
SCALE: 1'-0'
NORTH
1
PROGRESSIVE DESIGN CONCEPTS
•Amhectural Derlgn `
• ReFNlendal and Commercial
• Planning and Development
711.115 Cale Estado. Ste. 105
La DY1nU, CA 92252
OD1oe (760) $64 Far (7601564-4955
--pl.—
PROJECT-TITLE
weoneepte.comPROJECTTITLE
Proposed Addition
For
Toussoun Residence
48-760 San Vicente St.
La Quinta, CA 92253
A.P.N.:646-140-031
Dae/ O—Aptlun
Number
Z1, Pian Cbee11 C—dana 7/312017
Drawn By
Approved By
Project Manager
J,
W
Stephen R. Nieto Date
Date: 06/14/2017
Al NO
FOOTING OPTION "A"
i
"H"
HEIGHT FROM TOP
OF FOOTING
12"
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)
SEE TABLE "A" SEE TABLE "B"
— FOR REBAR SIZE FOR REBAR SIZE—
AND SPACING AND SPACING
(L.r,CAI E ftEDAR IN CE. -MT -.R OF Ct:1.1.1 11.0C.AY C RM -1112 IN C IENtErt OF CEO.)
FINISH GRADE
G (1) • #4 REBAR
REVERSEU1,lI11
DIRECTION OF� "W" _ �I
HOOK ON EVERY I (FOOTING WIDTH)
OTHER REBAR SEE TABLE "A"
(2) - #4 REBAR,
CONTINUOUS
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
s �'e
c M F i'
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 ONLYTHE 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'
DISCI_AIM.ER;
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.
!(FOOTING WIDTH)
SEE TABLE "B"
I
. l
„H,.
HEIGHT FROM TOP
OF FOOTING
I
4
is
I:
H W„
VERTICAL
REINFORCEMENT
3' ' 17`'
#4 @ 48" O.C.
4'' 20"
#4 @ 48" O.C.
5' 23"
#4 @ 48" O.C.:
6' 29'' 104
@ 24" O.C.
(2) - #4 REBAR,
CONTINUOUS
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
s �'e
c M F i'
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 ONLYTHE 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'
DISCI_AIM.ER;
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.
!(FOOTING WIDTH)
SEE TABLE "B"
I
. l
„H,.
HEIGHT FROM TOP
OF FOOTING
I
4
is
I:
CHECK_kVl_Ty..T„FjE.B,LIIL(aING..Q.EP..t4RT.ME.NT Tp
VER1F'�_IF A_BUlL�1NG P�RjyJiT iS. RFQU(R_E. D. .
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1)F...00TING; 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.
RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
.. � 4 �
„H„
„W„
VERTICAL
REINFORCEMENT
3'
19"
#4 @ 48" O.C.-
.C.;41'
41
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C,;:
6''
34"
#4 @ 24" O.C.
CHECK_kVl_Ty..T„FjE.B,LIIL(aING..Q.EP..t4RT.ME.NT Tp
VER1F'�_IF A_BUlL�1NG P�RjyJiT iS. RFQU(R_E. D. .
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1)F...00TING; 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.
RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
.. � 4 �
iYNNW
t hrte~
FREESTANDING BLOCK WALL
t�ur
PHONE (760) 777-7.1.25
7$.-195 CALLS TAM1" ICU
(.AIAI,'ORNIA 92253
IMAX -(760) 777-701 1
10/9/2014 COMMUNITY DI-IVELONMCNf C)Ii
FOC
DESI IS N..PA RAMETER.S:
ACTIVE SOIL PRESSURE (PSI)
=30
PASSIVE SOIL BEARING (PSF)
=1 50
COEFFICIENT OF FRICTION
=0.25
ALLOWABLE SOIL BEARING (PSF)
=1500
WIND = 80 MPH, EXPOSURE C
SEISMIC:
NA= 1.3. NV= 1 .6. Z=0.4, SOIL PROFILE=SD'
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
c, Tar 0944
FREESTANDING BLOCK WALL
PHONE, (760) 7774125 78-495 CALLS TAMPICO
IA 00INTA GALL O'WNIA. 92253
FAX (760) 777-70.11 10/9/4014 comeTutii•iv DEv131.OPA16a2T Dt.1'I.. Pac7 2 01,12'