BWFE2016-018778-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
BWFE2016-0187
Property Address:
52810 AVENIDA NAVARRO
APN:
773335004
Application Description:
PEPE BUILDS / BLOCK WALL
Property Zoning:
Application Valuation:
$2,000.00
Applicant:
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
VOICE (760) 777-7125
FAX (760) 777-7011
DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 9/1/2016
Owner:
EDWIN CUTLER
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: B License No.: 727199
Date: `-� — Contr o
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.).
(1 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:
Contractor:
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
(760)775-1234
Llc. No.: 727199
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.
1 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 Polity Number: 9154774
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 Sect 3700 jfhLabor ode, I s orthwith
\
comply with those provisions.
Date: q- -� L Aonlicant:
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 thi# ty to }nter u�r�the /�
above-mentioned property for inspection purposes. � � I1 / /
Date: 1 - ti - b Signature (Applicant or Agent)
Date:' 9/1/2016
Application Number: BWFE2016-0187
Owner:
Property Address:' 52810 AVENIDA NAVARRO'
EDWIN CUTLER
APN: 773335004
Property Zoning:
Application Valuation: . $2,000.00'
Applicant:
Contractor:
CORONEL ENTERPRISES INC
CORONEL ENTERPRISES INC
42760 MADIO STREET ,
42760 MADIO STREET
INDIO, CA 92201
v
INDIO, CA 92201 '
(760)775-1234
Llc. No.: 727199
---------------------------------------------------------------------------------------------
betail: 150LF RETAINING WALL[ANGELUS S-1.6LQ SPEC]FICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED
COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT CITY AMOUNT
BSAS SB1473 FEE 101-0000-20306 0 $1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RET WALL <=12 - EA ADD 50 LF
101-0000-42404
0
$14.50
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RET WALL <=12 - FIRST 100 LF
101-0000-42404
0
$47.86
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RET WALL <=12 - FIRST 100 LF PC
101-0000-42600
0
$60.91
r
Total Paid for RETAINING WALL: $123.27
AUG/31/2016/WED 01:54 PIS Coronel EnterprisesFAX No,7607755353 P. 001
Project tldress: 5r-3- 1� J -e 16,JC.'r C U
City of La Quinta
-
Address.
.' :-,e,> �
Building S Safety Division
City,ST, Zip, �\ a
P.O. Box 1504
Dcscription:
78-495 Calle Tampico
contractor:
La Qufnta, CA 9225s
I 17e
Building Permit Application and Trackina Sheet
Project tldress: 5r-3- 1� J -e 16,JC.'r C U
e,
Ovincr's Name:
-
Address.
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City,ST, Zip, �\ a
Dcscription:
contractor:
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Project Description_
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Telephone :i of COnt2cL Person: Estimated Value
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*BUILDrMG DEPT.. SUHhTMAL`
a� lll6
SEF/01/2016/THU 09:06 nM Coronel Enterprises FAX No.7607755353 P.001
6' High Wall 2' to 4' Retaining
Reef -in Footing - C o 100mph (ult)
VO LVOK K *C:th Risk Category I
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 60/8" Wide CMU
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
2, ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE - 160pcf
4. COEFFICIENT OP FRICTION - 0.23, COHESION = Op3f
5. CANTILEVER ACTIVE = 30pcf NO SURCHARGE
6- MASONRY COMPRESSIVE STRENGTH, Pm = 1500031. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION1704.2 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 CDNFORM TO ASTM A815
GRADE 60. PROVIDE SPLICES (LAPS) Of 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS V.O.N.
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 r 2300P61 0 26 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PAECLSION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONCUE-ANDS-GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL 9E USED,
5, MORTAR SHALL BE SPEC M(X TYPE S PREIRtENDED MASONRY MORTAR AS
MANUFACTURED BY E -T 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 26 DAYS OF
2000psL' .
FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLA$TIc.
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 26-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10, GROUT ALL CELLS WITH REINFORCEMENT.
11, INSPECTIONS: A, AFTER FOOTING 1S READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
Q. 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
AFI' MAX lTVPE PER s-•zC to" Lazo cUU 'B' MIN-
2 0" A. 84924"0.0-
2'—a"
'A
4®16 o.c. 4--2 O'-3"
LOADING
B'
4032"o -a. 3'-5" N A
1. SEISMIC, 5%
x
ACCELERATI(
A'
4-0
4016'ac. 4-8" 0'-4"
2. FOUNDATION
•B"♦032"o.c.
3'—t.t 0',..2
MAXIMUM WI
LOADING.
ANDERSON DESIGN GROUT'
ZI?S'SASED:Ql1 r
Structural Englneering Building Design
SEISlb�G•:
129 EaSl BdUIllC SRBOt • C0v111 • CA 1 91723-2115
*,626) 930-1595 Pa=lmlle (626) 936-04BS
"e.+g/neerro9 a.oelicn..-.ter"c. torr^
OPTIONAL WALL CAP
i
8 STD, LADDER TYPE
4!5 STD FOR SL,UMPSTONE)
JOINT REINF. AT TOP COURSE; -
AT FIRST COURSE, AND 24"O.Cp
AT FENCE
6" WIDE (NOM.) CMU
w/ #4 VERT. REINF.
024 J.C. (10" LONG CMU) -
0 CTR, OF WALL
GROUT CELLS 1v/ REINF.
#4 HORIZ. 024"o,c.
0 RETAINING
4"0 SDR 35 PERF, PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 14014 FILTER FABRIC-
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24' MIN.
F. G,
WET—SET FIRST z
COURSE
g4 CONT,
j4 CONT. 0 12"o.c -
n
CONT. CONC. FTG.
CONC. KEY
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
o sz
I a
7D �
CHAMFER
%
BACKFILL -
WELL GRADED. CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC- GW,GP OR SW,SP
2r OUTSIDE FACE
Y,
?7
x
8
6
C,
PING 0 SECOND,
c�D.sswL:.'
ZI?S'SASED:Ql1 r
f
SEISlb�G•:
--� 0
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
o sz
I a
7D �
CHAMFER
%
BACKFILL -
WELL GRADED. CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC- GW,GP OR SW,SP
2r OUTSIDE FACE
OF BLOCK TO
OF VERT
x
8
6
a
12" 1 12"
'B' MIN.
PER SCHEDULE
Yr"
ESS;/pII�
a� F°
DATE SIGNED 3-70-16
S--1.6LQ
#6255
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