BWFE2016-019178-495 CALLE TAMPICO � ,V 4 QUM&
LA QUINTA, CALIFORNIA 92253
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application•Number: BWFE2016-0191
Property Address: 54240 AVENIDA ALVARADO
APN: 774203012
Application Description: M/M LIBERATI / BLOCK WALL
Property Zoning:
Application Valuation: $4,500.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
DRY SAND PARTNERS
1014 S PCH STE 105
REDONDO BEACH, CA 0
Date: 9/6/2016
Applicant:
Contractor:
Co
CORONEL ENTERPRISES INC
CORONEL ENTERPRISES
INCA' N
42760 MADIO STREET
42760 MADIO STREET
INDIO, CA ^2.201
INDIO, CA 92201
y f
Llc No.: 727199
L(760)775-1234
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and•effect.
License Class: B/' License No.: 72719C -
Date..� { : �_ Cont" rr:
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).:
(1 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.).
(_j 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 for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3 00 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 sub' the
workers' compensation provisions of Secti 700 f the Lab Code shall f hwith
comply with those provisions.
bale Q- %—I' L CApplicant:
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 th' ity enter n th
above-mentioned property for inspection purposes.
DateF�'�l l� �' I �SianatucaJdnnlirant nr_AaantYv
Date: '9/6/2016
Application Number: BWFE2016-0191
Owner:
Property Address: 54240 AVENIDA ALVARA60
DRY SAND PARTNERS
APN: 774203012
1014 S PCH STE 105
Application Description:' M/M LIBERATI / BLOCK WALL
REDONDO BEACH, CA 0
Property Zoning:
Application Valuation: $4,500.00
Applicant:
'Contractor:
CORONEL ENTERPRISES INC
CORONEL ENTERPRISES INC
42760 MADIO STREET
42760 MADIO STREET
INDIO, CA 92201
INDIO, CA 92201
(760)775-1234
---------------------------------------------------------------------------------------------
LIc. No.: 727199
Detail -.15 OF oo" CUIVIBO WALL AND 4LF OF RETAININGWALL AND 6LF OF GARDEN WALL [CITY SIDWI'CCATIONS] PRECISION CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE
THE PROPERTY. 2013 CALIFORNIA BUILDING CODES
FINANCIAL `a.
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
COMBINATION GARDEN/RETAINING WALL -'EA ADD 50LF
101-0000-42404
0
$29.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
COMBINATION GARDEN/RETAINING WALL - FIRST 10OLF
101-0000-42404
0
$95.72
DESCRIPTION
ACCOUNT
QTY
AMOUNT
COMBINATION GARDEN/RETAINING WALL - FIRST 100LF PC
101-0000-42600
0
$60.91
Total Paid for COMBINATION GARDEN/RETAINING WALL: $185.63
DESCRIPTION
ACCOUNT '
QW.-
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
Total Paid for FENCE OR FREESTANDING WALL: $108.77
DESCRIPTION
ACCOUNT
QTY
AMOUNT
— RET WALL <=12 - FIRST 100 LF -
101-0000-42404
0
$47.86
DESCRIPTION
ACCOUNT
QTY
-AMOUNT
RET WALL <=12 - FIRST 100 LF PC
101-0000-42600
0
$60.91
0
Total Paid for RETAINING WALL: $108.77
SEF/06/2016/TUE 12,:17 FM Coronel Enterprises FAX N0. 7607755353 P. 001
Bin:�� ofla �a
City Quinta
-•<,e�<:'�' Building & 5afety Division
P.O. Box 1504
?.ennh-.0 :"ani '»• 78-495 Calle Tampico
•..0>fi La Quinta, CA 92253
jyJ ?,e I oil 'Building Permit Application and Tracking Sheet
Project Address: J�-A a'J Q �vr, N `V !'CCA u owner's Name: �r t f c.
A. P. NLLr tber: Address: y--�,-_J �o 1Vkar]
Legal Description; C'nrST ZiP•
Coniracuor. \\
Telephone:
Address: J
P`�jbescription;
Cin•.ST- Zip:= r\.o :11 el agDo
1 J� L� A C'
-7 x
Tele hone; O -%mss -�� y i>.»x�w>°x
.
St9te Lic : % %
City Lic.:
Arclt,. Ener.- Designer:
Address:
Circ-, ST_ Zip:
Tel h on c:ur::a::: •� °o.v `fa a w
Co=truction Type: occupancy
Lic. �: >i F
Project type (circle one)_ New Add'n Altcr Repair Demo
Siare , ar
Nallic of Contact Pcrson:��. C �� �,�
Sq. Ft.;
# 5toties;
#Units_
Telephone ' of Contact. Pcrson: -7(..c))$ - 33
Estimared Value ofPraject: so o
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SEF/06/2016/TUE 12:20 PM Coronel Enterprises FAY" No.7607755553
P. 0031
6' High Wall 2' to 4' Retaining
Heel -in Footing - C ® loomph (ult)
BLOCK CaL..IMC. Fisk Category I
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 678" Wide CMU
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE - 1500psf
3, ALLOWABLE SOIL PASSIVE PRESSURE = 180pef
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opaf
5, CANTILEVER ACTIVE - 30pcf NO SURCHARGE
6. MASONRY COMPRESSIVE STRENGTH, I'm = 1500Dsi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY Of THE DEFINED DESIGN CRITERIA FOR TME
PROJECT SPECIFIC SITE.
NOTES:. ..
1, REINFORCING STEEL SMALL BE DEFORMED AND CONFORM TO ASTM A515
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS U.O,N.
2. JOINT REINFORCEMENT ('LADDER- TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING TO ASTM A981. PROVIDE MINIMUM 8 INCH LAP SPLICES.
J. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl ay z8 DAYS, UNLESS
OTHERWISE REQUIRED 9Y 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.
S. 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 C2 -ID.
6, GROUT SHALL CONFORM TO ASTM C476. WITH AN 8-11 INCH SLUMP.
AND SHALL HAVE A MINIMUM COMPRES51VE STRENGTH AT 28 DAYS OF
2000psL
�. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAY %141LE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL SE SPACED AT A MAXIMUM OF
40'-0"o.c. OR .20'-O'o.a IF WALT. IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT.
11, INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND 'ALL
FOOTING REINFORCING IS TIED IN PLACE. S. 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
OPTIONAL WALL CAP
6 STD, LADDER TYPE
w'5 STO FOR'SLUMPSTONEI
JOINT REINF,. AT TOP CO.UIi$E,-
AT FIRST COURSE, AND Wmc.
AT FENCE
B" WIDE: (NOM.) CMU
w/ p VERY. REINF.
Ota o.c. (16" LONG CMU) -
0 CTR. OF WALL
GROUT CELLS w/ REINF.
4 MORIZ, 024%.G.
RETAINING
4'0 SDR 35 PERF. PIPE w/
10.1. 3/4° GRAVEL. WRAPPED IN
MIRAFI 140N FILTER FABRIC- -
SLOPE TO DRAIN- WATERPROOF
BACKSIDE OF RETAINING WALL
$" WIDE (NOM.) CASll
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP -
24' MIN.
F.G.
WET -SET FIRST
COURSE
p4 CONT.
#4 CONT, ® 12"0.0.
h
CONT. CONIC, FTG,
CONC. KEY
}}} 'H' + 12"
1 DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
o
f
io
OPTIONAL CHAMFER
BACKFILL -
WELL GRADED, CLEAN
ANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
l
2j"OUTSIDE FACE
OF BLOCK TO
14' OF VERT
x
. g
IL
12' 12"
B, MINN.. —j•
ROWMALL
Vrpa X SAES
..._.... _. - m -,.....,...-,PER
SCHEDULE
H' MAX,
IYPf PER 3-2,6B'
B' MIN.
C'
A
2 —0, 9'
JI,1NC CMU
4>�4 0.c.
3 -8
U -1
N A
I
M IG�
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II
El's" LJ►IY,
4W4 010.
2'-9
O —,"
C i
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4 .0.
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8'
4ati2"o c.
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LOADING
I .
A,
40i6 0.0.
4' 2
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�5
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T-
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N
S� r �. Q
RSGTVA
2. FOUNDATION
ZL BAF60.3SE -ON
QQa\
4'-0"
4032'o.c-
3'-T1'
0'-2"
MAXIMUM WIN
R SEISMt41
OP CA\ \F
LOADING.
DATE SIGNED 3-10-16
ANDERSON DESIGN GROUP
Structural Englneering 8ullding Des(gn
G7
S^1
S-1.6LQ
r} _:
i
.
X18 Ee9t Badlllb SlTcOt • COvine • CA. • V1729-2115
_��1
-4.
(h26) 938-1895
Fa=lmlle (G21S) 938-0486
#6255
�rY,OlJIQaNn� c✓caHenca •In<o I D5 �"
SEF/06/2016/TUE 12:21 PIS Coronel Enterprises FAX No. 7607755 53 P.001
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c.
ANGELUS BLOCK MASONRY PENCE WALL SYS7EM
END OF WALL
8' High Max. Site Wall
C a 100mph
Risk Category I
.6" Wide CMU
N
bx11F 5xHF
A.
RDx
Ao
X
RETURN TYP,
5xHF 5 KHF A 5xHF
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL •rfPE5 0 & (D
TOTAL WALL LENGTH
3a .
5 x NF FA1N, 5 X HF MIN -
c � I�
TYPICAL REINFORCED WALL STEM TYPES ELEVATION
WALL TYPES n & L CS 1 I Ems`. i 9-`� rn r- j .a t` ,)) 1 � rr �'.'_�
• ANDERSON DESIGN 0R19JP av
StmCCural Englneering Budding Design
225 @d9C Oe011l0 StrcOt • COOA& . CA • 9L7Z3-2115
(F,2*) 938-1595 • Feclmile (626) 938.0465
nn O/ns�rin4 !«'4L+il4•�La a�r/.CO 1p9]"
DATE SIGNED 3-10-7.6
S-2.OLQ
#6255