BWFE2014-111178-495 CALI E TAMPICO Tait 4 "i - Qa1lto VOICE (760) 777-7125
LA FAX (760) 777-7011 QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT
INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 10/17/2014
Application Number:
BWFE2014-1111
Owner:
Property Address:
53210 AVENIDA DIAZ
3 BOULDERS
APN:
774042011
45311 GOLF CENTER STE B
Application Description:
42 LF. 5' & 24 LF 4' GARDEN WALL
INDIO, CA 0
Property Zoning:
Application Valuation:
$1,800.00
Applicant:
Contractor:
3 BOULDERS
CORONEL ENTERPRISES
45311 GOLF CENTER STE B
51105 AVENIDA VILLA 101
INDIO, CA 0
LA QUINTA, CA 92253
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.::UC-00 4
Date: �C7—«—�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 cohstruct the project. (Sec. 7044, Business and Professions Code: The Contractors'
Statd 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
Lender's
(760)775-1230
Llc. No.::LIC-0000254
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
Semi❑n 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: Policy Number:
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 ag a that, if I should become subject to the
workers' compensation provisions of Se { n 3700 of the L Cod sh II forthwith
comply with those provisions. \ r
Date: 1 c )— k-1 - 1 �1
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 relatiIto building
construction, and hereby authorize representatives rt?s city tenter on the bo
mentioned property for inspection purposes.
Date: wl— 1 �1 Signature (Applicant or Ag
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT
QTY AMOUNT
PAID
PAID DATE
BSAS 691473 FEE
101-0000-20306
0
$1.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for FENCE OR FREESTANDING WALL $108.77 $0.00
TOTALS:0 i 00
Description: 42 LF. 5'& 24 LF 4' GARDEN WALL
ADDITIONAL
Type: WALL/FENCE Subtype:
Status: APPROVED
Applied: 10/17/2014 KHE
Approved:
Parcel No: 774042011 Site Address: 53210 AVENIDA DIAZ,CA
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 177
Lot: 14
Issued:
UNIT 18
Lot Sq Ft: 0 Building Sq Ft: 0
Zoning:
Finaled:
Valuation: $1,800.00 Occupancy Type:
Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0
No. Unites: 0
CONTACTS
Details: 42 L.F. 5' GARDEN WALL & 24 L.F.' GARDEN WALL AT PROPANE TANK AND POOL EQUIPMENT, CITY STANDARD
Printed: Friday, October 17, 2014 9:04:29 AM 1 of 2
CRSYS iEMS
ADDITIONAL
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP PHONE FAX EMAIL
APPLICANT
3 BOULDERS
45311 GOLF CENTER
INDIO
CA
0
STE B
CONTRACTOR
CORONEL ENTERPRISES
51105 AVENIDA VILLA
LA QUINTA
CA
92253
101
OWNER
3 BOULDERS
45311 GOLF CENTER
INDIO
CA
0
STE B
Printed: Friday, October 17, 2014 9:04:29 AM 1 of 2
CRSYS iEMS
` DESCRIPTION
t ACCOUNT -
QTY
AMOUNT _
PAID
PAID DATE
'RECEIPT #
CHECK #
METHOD
PAID BY
CLTD
INSPECTIONS
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT
REMARKS
NOTES
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
BOND BEAM
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
WALL/FENCE - FIRST
FINAL"
101-0000-42404
0
$47.86
$0.00
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL- $108.77 $0.00
TOTALS:0• •0
PARENT PROJECTS
ATTACHMENTS
Printed: Friday, October 17, 2014 9:04:29 AM 2 of 2
g?W-- SYSTEMS
t-'
INSPECTIONS
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT
REMARKS
NOTES
FOOTINGS
BOND BEAM
FINAL"
PARENT PROJECTS
ATTACHMENTS
Printed: Friday, October 17, 2014 9:04:29 AM 2 of 2
g?W-- SYSTEMS
t-'
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NC.
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
IESIGN CRITERIA:
DESIGN CRITERIA PER 2013 CBC
ALLOWABLE SOIL BEARING PRESSURE = 1500psf
i. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
i. CANTILEVER ACTIVE = 30pcf
MASONRY COMPRESSIVE STRENGTH, f'm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
IOTES:
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.
!. JOINT REINFORCEMENT ('LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
S. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi 0 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
k 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.
i. 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.
i. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
00psi..L 0 tiO ps II
iRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
3. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
). 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
). GROUT ALL CELLS WITH REINFORCEMENT.
6' to 8' H i
Trench Footing
Risk
6" i
OPTIONAL WALL CAP
h Site Wall
YI- LUU3L[�Ix.j r
tegOrY1, SAFETY DEFT"
e ZI171UIROVED
FOR CONSTRUCTION
DATE --- --
#6 STD. LADDER TYPE
(#5 STD 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 0 -
CTR. OF WALL
'Y' BARS PER
SCHEDULE LAP
PER 'L'
F.G.
WET -SET FIRST
COURSE -
I. 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.
>_. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK -OUT DETAILS -
SEE DETAIL SHEET S-5.1.�����ra��
;INIMUM DEPTH V 0 SLOPE
SETBACK n /,r-
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0'-0" 1'-.8�l}�'� 1�
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3
MASONRY FENCE WALL SCH ULE
-I' MAX.
'X' BARS
16" LONG CMU 18" LONG CMU
REINF.WALL STEM
TYPE PER $•-2.0
'Y' BARS
16' LONG CMU
116" LONG CMU
6'-0"
#4048"o.c.
#4054"o—
A'
4®24o.c.
4C27',an.
' "
'B'
4048"o.c.
#4054"o.c,
6'-8"
#4048"o.c.
#4045"o.c.
'A'
4®16"o.c.
4018"o.c.
2`-0"
3`-0"
B'
4®48"o.c.
#4054"o.c.
2-0"
2'-4"
7'-4"
#4048"o.c,
#4045"o.c.
A'
4016"o.c.
4®18"o.C.
3'-0"
S-2"
'B'
4048"o.c.
4C 45"o.c.
2'-0"
2'-5"
#4040"o.c.
#4036"o—
A
408"o.C.
469"0.c.
B.
4040"C.c.
4036"O.C.
2'-0-
2'-7"
ANDERSON
DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
Qw engineering excellence since 1957"
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BLOCK CO., INC.
Since 1948
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
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8' High Max. Site Wall
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ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
engineering excellence since 1957'
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APN.:774-042-010 N
R 100'
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