BWFE2014-1053�78-495 CALLE TAMPICO C� 0 V XP
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number: BWFE2014-1053 Owner:
Property Address: 80221 VIA PESSARO FRANK HALCOVICH
APN: 777210032 81161INDIO BLV'
Application Description: 26LF OF 6' BLOCK WALL AND 1 GAS LINE FOR FIRE PIT INDIO, CA 0
Property Zoning:
Application Valuation: $3,000.00.
Applicant:
R A S MASONRY INC
16780 CRESCENT GLEN COURT
RIVERSIDE, CA 92503
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Contractor:
R A S MASONRY QVC
16780 CRESCENTGLEN
RIVERSIDE, CA 92503
(760)774-0090
LIC. No.: 678140
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Date: 9/9/2014
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-------------------------;----------------
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LICENSED CONTRACTORS 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: C29 License No.: 678140 Cl
Date: �7 - 9-11-1 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.).
(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.).
(_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 Na
Lender's Add
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one o'the following declarations:
I have and will maintain a certificat 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: 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 agree that, if I should become subject to the
workers' compensation provisions of Section 1700 of the Labor Code, I shall forthwith
comply with those provisions.
f
Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COYIPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMMAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,00). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOC IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNO AfLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on thi: 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 ord-nances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the above-
mentioned property for inspection purposes.
Date: -�& Signature (Applicant or Age`n
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT QTY AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306 0
$1.00
$0.00
PAID BY
METHOD RECEIPT #
CHECK #
CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.19
$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
$60.06
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forFENCE OR FREESTANDING WALL $107.25 $0.00
TOTALS: $108.2S 00
Description: 26LF OF 6' BLOCK WALL AND 1 GAS LINE FOR FIRE PIT
Type: WALL/FENCE Subtype: Status: APPROVED
Applied: 9/9/2014 SKH
Approved: 9/9/2014 SKH
Parcel No: 777210032 Site Address: 80221 VIA PESSARO,CA
Subdivision: TR 29894-2 Block: Lot: 242
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $3,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 26LF OF 6' GARDEN WALL AT 4 LOCATIONS PER APPROVED PLAN, [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2010 CALIFORNIA BUILDING
CODES.
FINANCIAL INFORMATION
Printed: Tuesday, September 09, 2014 11:25:48 AM 1 of 2
C5 YSTf h1S
ADDITIONAL
CHRONOLOGY
XONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP PHONE FAX EMAIL
APPLICANT
R A S MASONRY INC
16780 CRESCENT GLEN
RIVERSIDE
CA
92503
COURT
CONTRACTOR
R A S MASONRY INC
16780 CRESCENT GLEN
RIVERSIDE
CA
92503
COURT
OWNER
FRANK HALCOVICH
81161 INDIO BLV I
INDIO
I CA
0
FINANCIAL INFORMATION
Printed: Tuesday, September 09, 2014 11:25:48 AM 1 of 2
C5 YSTf h1S
SEQID
INSPECTION TYPE
INSPECTOR
nllmuftlu
SCHEDULED COMPLETED
DATE DATE
RESULT
REMARKS
NOTES
FOOTINGS
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BOND BEAM
BY
BSAS SB1473 FEE
1 101-0000-20306
0
$1.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
WALL/FENCE - FIRST
101-0000-42404
0
$47.19
$0.00
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$60.06
$0.00
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL $107.25 $0.00
TOTALS:0: 00
SEQID
INSPECTION TYPE
INSPECTOR
nllmuftlu
SCHEDULED COMPLETED
DATE DATE
RESULT
REMARKS
NOTES
FOOTINGS
FINAL"
BOND BEAM
Printed: Tuesday, September 09, 201411:25:48 AM 2 of 2 r217 "l -I
SYSTEMS
Bin #
Qty of La Quinta
-Building 8i; Safety Division
P.O. Box 1504, 78-495 Calle Tampico .
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking SheEt
Permit #
Project Address: =- ZZ e
Owner's Name: �� h
A. P. Number:_ _ 3 2
Address:
Legal Description: 9
City, ST, Zip:
Contractor: ik
Telephone: : F;:-^::;.:;><• :>
Address: 0
Project Description: 14
City, ST, Zip: der 0q Z�03
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Tele hone:6
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State Lic. #: G-7 g Q
City Lic. #...05 3 17
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Arch., Engr., Designer:v'
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Address:
City., ST, Zip:
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Constructionn Type: Occupancy:
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Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Cheek Deposh
Truss Calcs.
Called Contact Person
Plan Check Balanct.
Title 24 Cala.
Plans picked. up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrcctionsrissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
dviRBL
K C0., INC.
ty ls4s
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
6' to 8' High Site Wall
Spread Footing - C o 100mph (ult.)
Risk Catego-'y I
6" Wide CMU
)ESIGN CRITERIA:
I. DESIGN CRITERIA PER 2013 CBC
L ALLOWABLE SOIL BEARING PRESSURE = 1500psf
S. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
V. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
i. MASONRY COMPRESSIVE STRENGTH, f'm = 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.
DOTES:
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.
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 T0, PROPERTY
REQUIREMENTS OF ASTM C270.
5. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
'OOpsi. 2600 e5 I
_RST 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
D. GROUT ALL CELLS WITH REINFORCEMENT.
1. INSPECTIONS: 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.
2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET S-5.1.
3. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
OPTIONAL WALL CAP
#6 STD. LADDER TYPE
(#5 STD FOR SLUMPSTONE)_
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
6" WIDE (NOM.)
GROUT CELLS -
w/ REINF.
BUILDIM
API
FOR C
X' BARS PER
SCHEDULE
CTR. OF WALL
SAFETY DEPT.
OVER
;TRUCTION x.
= 1)
w
BY a
'Y' BARS PER
SCHEDULE LAP
PER 'L'
EQ. EQ.
F.G.
WET -SET FIRST
COURSE .
2-#4 CONT.
CONT. CONC. FTG.
ALT. BENDS 'B' MIN.
PER SCHEDULE
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
"engineering a Ifen— .1— 1957"
3" CLR.
TYP.
SIGNED 6-25-14
S-1.OL,Q
F*&e l of 2
MASONRY FENCE WALL SCHEDULE
H' MAX.
'Y' BARS
16" LONG CMU 18" LONG CMU TYPE PER S-2.0NG CMU 18" LONG CMU
X' BARS RDNF.WALL STEMt44048"o.c.
'L' STEM
B' MIN.
6'-0"
#4(�D48"o.c.
#4®54"o.c.
A'
'B'
4"o.c.
4®27"o.c.
4®54"o.c.
2'-0"
2'-0"
2'-10"
i 9"
6'-8"
#4ttD48"o.c.
#4®45"o.c.
A'
B'
6"o.c.
4048"o.c.
4®18"o.c.
®54"o.c.
2'-0"
2'-0"
1'-11"
7'-4"
#4®48"o.c.
#4®45"o. c.
A'
B'
4016"o.c.
4048"o.c.
4018"o.c.
4045"o.c.
3'-0"
2'-0"
S-6"
2'-1"
8'-0"
#4040"o.c.
#4036"o.c.
A
B'
408"o.c.
4040"o.c.
41ml.o.c.
4®36"o.c.
3'-4" 1
2'-0" 1
3'-8".
.2'-3"
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
"engineering a Ifen— .1— 1957"
3" CLR.
TYP.
SIGNED 6-25-14
S-1.OL,Q
F*&e l of 2