BWFE2014-111078-495 CALLE TAMPICO ~
LA QUINTA, CALIFORNIA 92253
Application Number: BWFE2014-1110
Property Address:
43335 CROSIETTE CT
APN:
609052002
Application Description:
BLOCK WALL 315 LF
Property Zoning:
Application Valuation:
$8,000.00
Applicant:
G H A ENTERPRISES INC
30-875 DATE PALM DRIVE STE C
CATHEDRAL CITY, CA 92234-3747
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
OCT 0 9 2014
COY OF LA UU1N iH
COMMUNITY
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.::CONV:140528301254140347
Date: 101-t Imii Contractor:
'OWNER -BUILDER D CCLABATRM
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: tole, X41 Owner:
CONSTRUCTION LENDII �AGINCY
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. Q.
Lender's
Lender's Ad
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/9/2014
Owner:
ADOM VENTURES
77-682 COUNTRY CLUB DR. STE A3
PALM DESERT, CA 92211
Contractor:
G H A ENTERPRISES INC
30-875 DATE PALM DRIVE STE C
CATHEDRAL CITY, CA 92234-3747
(760)969-1400
Llc. No.::CONV:140528101254140347
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: _ 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 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date: a'v �A <f 4 Applicant: ayv+,<1*-4
WARNING: FAILURE TO SECURE WORKERS' COMPENSATIO COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIM TIES 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 the above-
mentioned property for inspection purposes.
Date: t. b, Signature (Applicant or Ag
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 - EA ADDITIONAL 50 LF
101-0000-42404
0
$120.36
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
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 forFENCE OR FREESTANDING WALL $229.13 $0.00
TOTALS:$0.00
Description: BLOCK WALL 315 LF
Type: WALL/FENCE Subtype: Status: APPROVED
Applied: 10/9/2014 MFA
Approved: 10/9/2014 MFA
Parcel No: 609052002 Site Address: 43335 CROSIETTE CT LA QUINTA,CA 92253
Subdivision: Block: Lot: 18
Issued:
Lot Scl Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $8,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 280 LF AT PROPERTY LINE, 20 LF OF POOL EQUIPMENT 15 LF OF COURTYARD [CITY AND ANGELUS SPECIFICATIONS] PRECISION
CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY.
2013 CALIFORNIA BUILDING CODES.
___j Applied to Approved
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX EMAIL
APPLICANT
G H A ENTERPRISES INC
30-875 DATE PALM
DRIVE STE C
CATHEDRAL
CITY
CA
92234-
3747
(760)200-5989
CONTRACTOR
G H A ENTERPRISES INC
30-875 DATE PALM
DRIVE STE C
CATHEDRAL
CITY
CA
92234-
3747
(760)200-5989
OWNER
ADOM VENTURES
77-682 COUNTRY CLUB
DR. STE A3
PALM DESERT
CA
92211
(760)200-5989
7� FINANCIAL INFORMATION
Printed: Thursday, October 09, 2014 11:32:16 AM 1 of 2
PARENT PROJECTS
MREVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS DATE NOTES
BOND
REMARKS
NOTES
SEQID
INSPECTION TYPE
INSPECTOR
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
0
BOND BEAM
Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
WALL/FENCE -'EA
101-0000-42404
0
$120.36
$0.00
ADDITIONAL SO LF
WALL/FENCE - FIRST
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 $229.13 $0.00
TOTALS:00
PARENT PROJECTS
MREVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS DATE NOTES
BOND
REMARKS
NOTES
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
INSPECTIONS
COMPLETED RESULT
DATE
0
FOOTINGS
0
FINAL"
0
BOND BEAM
PARENT PROJECTS
MREVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS DATE NOTES
Printed: Thursday, October 09, 2014 11:32:16 AM 2 of 2 raw ••_
BOND
INFORMATION
ATTACHMENTS
Printed: Thursday, October 09, 2014 11:32:16 AM 2 of 2 raw ••_
Bin.#
Permit #
Qty Of La QUinta
Building &Safety Division
P.O. Box 1504,78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777-7012
" gilding Permit Application and Tracking Sheet
ProjectAddcess: 43335 6M'5% e4r� (p0Q.�- Owner's Name:.AlkDrA VOr-14\ LS (ALL
A. P. Number: LoT
Address: -1'-7 Lve C cu C -LU D
.Legal Description:
City, ST, Zip: Q0.1wt C� c�2�- c azZll
Contractor: C+f-
S 1 UL
Telephone:aY
�.
Address: 3007'S DFt7-F— p6jw7
4e
Project Description: Qppao Zf3.V# L IN �P+
City, ST, Zip: Cri iH 02pY1. C4'". C /4 9ZZ3'4.
OF rp 4y L -i "-e 6av dON 11 V.4,1 1. iC' S`1
Telephone: 760 - Z.50?
�
City Lie'. M.
State Lie. #: -� SQ q S
—L'
Prq fix " LiheaY
Arch , Engr., Designer V4 CA _
C��},,�,,'f�'Q i E Q UI qv -u d VVa 1( S
Address: 1^12S-75 �0.ht� lexC_ee
r"''!'�:0 15 ►L -INS F i" d� Coo 4yu C
City., ST, Zip: 'Pa\ vY-. tikes-c.✓4_ CA. a2Z 11
C-�
Telephoner
State.Lic. #:
.NA
M
Y
Construction Type:. Occupancy:
Project type (circle one):New Add'n Alter Repair Demo
Sq. Ft.: # Stories: #Univ:
Name of Contact Person: j -0,e �,,r w ; .(1
Telephone # of Contact Person: 76,o-2, AC) - °10"70
Estimated Value of Projec g, OW 00
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd'Rec'd
TRACMG
PERMrT FEES
Plan Sets
Plan Check submitted
Item Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Pian Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted.,.
Mechanical
Grading plan
2i4 Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.11I,I,
H.O.A. Approval
Plans resubmitted
Grading
IN I10USE:-
'^' Reyiew, 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
4Bstrwe LOCK CINC.
Ca
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
)ES1GN CR17MIA:
1. DESIGN CRITERIA PER 2013 CBC
6` to 8' High Site Wall
Spread Footing - C o 100mph iulta
Risk Category I
6" Wide CMU
2. ALLOWABLE SOIL BEARING PRESSURE – 1500psf OPTIONAL WALL CAP
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
3. COEFFICIENT OF FRICTION – 0.25, COHESION = Opsf
i. CANTILEVER ACTIVE = 30pcf
3. MASONRY COMPRESSIVE STRENGTH, f rn 1500ps1. 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. 6 Sidi ;l A00Eit .TYPE
VOTES:Q5 S70,FOR SLUMPSTONE)
JOINT NF. ,AT TOP COURSE;'
NFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND 24"o.c.
1. REI
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24.
1
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
MASONRY FENCE .WALLr SCHEDULE
2. JOINT REINFORCEMENT ("LADDER! TYPE) SHALL BE COLO–DRAWN STEEL
Y
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
6" WIDE (NOM.) CM
L' STEM
GROUT CELLS
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl ® 28 DAYS, UNLESS
w/ REINF.
OTHERWISE REQUIRED BY SOILS REPORT.
.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
4027' o.c.
®54"o.c,
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
2 -10".
1'-9"
WITHOUT MORTARLESS HEAD JOINTS (TONGUE–AND–GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
p
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
'X' BARS PER
MANUFACTURED BY E–Z MIX INC., CONFORMING TO: PROPORTIONS AND
SCHEDULE 0 =
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
CTR. OF WALL
MANUFACTURED BY E–Z MIX INC., CONFORMING T0: PROPERTY
'
REQUIREMENTS OF ASTM C270.
4®18"o.c.,
4054"o.c.
6. GROUT SHALL CONFORM TO ASTM C476, .WITH AN 8-11 INCH SLUMP,
_–
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
`OOpsi. 20c"o ps
'Y'
BARS PER
7..,i2ST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE
SCHEDULE LAP—
IS PLASTIC.
PER 'L'
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
" _ A''_
VERTICAL CONTINUITY OF THE CELLS.
F.G..
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
WET–SET FIRST
MORTAR WASHED
COURSE
0. GROUT ALL CELLS WITH REINFORCEMENT,
2--#4 CONT: -
1. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
°
p4®40o.c,
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
A'
8
4®8"o.c.
40440o.c.
CONT, CONC.
2. FOR TYPICAL FOOTING' STEP AND DRAINAGE BLOCK–OUT DETAILS
SEE DETAIL SHEET S-5.1.
3. 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
ALT. ,BENDS.
Oily
1
MASONRY FENCE .WALLr SCHEDULE
� r'
r
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H' MAX.
X BARS REINF.WALL STEM ... Y BARS
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L' STEM
8' MIN.
#4048"o.c.
#4054"o.c,
P•
4024"o.c.
4@48"o. c.
4027' o.c.
®54"o.c,
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2-=.0"
2 -10".
1'-9"
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4054"o.c.
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7'-4"
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4®16"o.c.
4048"o.c,
4.®18"o.c.
4645 o.c.
5-0"
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Sadlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
' "enp/neerinp excellence since
2957-
1
D1 TE SIGNED 6-25-14
S-1.OLQ
#6255
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MASONRY FENCE .WALLr SCHEDULE
H' MAX.
X BARS REINF.WALL STEM ... Y BARS
16" LONG GNU 18' LONG CMU TYPE'PER S-20 18" LONG CMU 18" LONG CMU
L' STEM
8' MIN.
#4048"o.c.
#4054"o.c,
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8"
4024"o.c.
4@48"o. c.
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6'.40"
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4®18"o.c.,
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ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Sadlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
' "enp/neerinp excellence since
2957-
1
D1 TE SIGNED 6-25-14
S-1.OLQ
#6255
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OF WALL
8' High Max. Site Wall
C o 100mph
Risk Category I
6' Wide CMU
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WALL TYPESY \ & B
11
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ANDERSON DESIGN-GROUP-
Structural
ESIGN_GROUP_Structural Engineering Building Design' S-2.OLQ
228 East Badlllo Street . Covina • CA . 91723-2115
(626) 938-1595 Facsimile (626) 938-0485 #6255
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