13-0927 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
• "
1t 4 4 0
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-70'11
INSPECTIONS (760) 777-7153
Date: 7/25/13
Application Number: 13-00000927 Owner:
Property Address: 53045 HUMBOLDT BLVD FILLER JAMES & CAROL
APN: 767-200-998-54 -330762- 53045 HUMBOLDT BLVD
Application description: WALL/FENCE LA QUINTA, CA 92253 tip
Property Zoning: LOW DENSITY RESIDENTIAL D
Application valuation: 3950
Contractor: ' . U I JUL 25 2013
Applicant: Architect or Engineer: CASTILLO, MATIAS B.
P.O. Box 5 L—CE55 OF LA QUINTA
COACHELLA, CA 92236 FINANCE DEPT.
ef�oSfict. BtR,�wa2 (760)398-9227
r Lic. No.: 881611
-------------- - ------------------------------
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 NORGUARD Policy Number MAVC242848
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, 1 /hal'1 forthwith comply416th those provisions.
PDate: ��Applicant:
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.
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 Professionals Code, and my License is in full force and effect.
LicenseClass: eC8, C29 License No.: 881611ry
Date: 2 /� 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).:
(_) 1, 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.).
( 1 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:
LQPERMIT
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APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety 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 county to enter upon the above-mentioned property for inspection purposes.
Q
ate: Llf t!j Signature (Applicant or Agent):
,. r
Application Number . . . . . 13-00000927
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 75.79 Plan Check Fee
.00
Issue Date Valuation
3950
Expiration Date •1/21/14
Qty. Unit Charge. Per
Extension
1.00 47.1900 LS- MISC WALL, FIRST 100 LF
47.19
2.00 14.3000 EA MISC WALL, ADDL 50 LF
28.60
----------------------------------------------------------------------------
Special Notes and Comments
120LF OF 6' GARDEN WALL AT EAST AND WEST
SIDE YARDS, AND 38LF OF 6' GARDEN WALL
WITH (4) 7 TO 10' HIGH PILASTERS AT
COURT YARD [ORCO SPEC WALLS AND
ENGINEERED PILASTERS]_ PRECISION CONCRETE
BLOCK SHALL BE COVERED WITH STUCCO,
PAINT, OR TEXTURED COATING WHERE VISIBLE
FROM OUTSIDE THE PROPERTY. 2010
CALIFORNIA BUILDING CODES.
July 25, 2013 9:50:17 AM AORTEGA
----------7-----------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid Credited
----------------- -------- ---------- ---------- ----------
Due
7-
Permit Fee Total 75.79 .00 .00
75.79
Plan Check Total .00 .00 .00
.00
Other Fee Total Y. 61.06 , .00 .00
61.06
Grand Total 136.85 .00 .00
136.85
LQPERMIT
Bin #
City of La Qulnta
Building 8T Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
iz_ 131/9 (V4
Project Address: 5 3 = o yS Nv.k bo 11 � /j l Cr d ,
Owner's Name:
A. P. Number: OD 6
Address:
Legal Description:
Contractor:. 14 -C't S %' / 1c S l,lj YI C fti�G (b .
City, ST, Zip:
Telephone:
Project Description: rA
5 i �/t'it/ W1/1 (, I/ wro�
Address: P (30 )( rj
City, ST, Zip -., ,,,2 L l;.0 C 1� C( 3
Telephone: ;16
State Lie. # :' (
CityLic.9,10232
IA
Arch., Engr., Designer:
Address:
i' 61A - t 2C/"x 2 C/ h , 4 s ��
City., ST, Zip:
Telephone:
p
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........... ?......i.i...•'..:.j..::..:.:..:
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Construction Type: Occupancy:
Lie. #:
Project tYPa
(circ le one : NAddf Alter Repairair Dem 0
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Name of Contact Person: /v`R '�
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: 9i5j- 6k.08
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' 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
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59-043 HUMBOLTDT DRIVE, LA QUINTA, CA
YOUNG ENGINEERING SERV I CE5
11-180 SAN JACINTO DR. STE. E2, RANCHO MIRAGE CA 92270
TEL. 160-894-8860 FAX. 160-894-8861
06Nr D/4••I'-0'
DATE: 01/19/2018 I S
PILASTER SPECIFICATIONS
FESsj
PR Off,
ALL HALLS SHALL BE CONSTRUCTED OF THE HIGHEST QUALITY
WORKMANSHIP, IN ACCORDANCE WITH
��
THE UNIFORM BUILDING
�,� P E r
CODE, LATEST EDITION, AND THE FOLLOWING SPECIFICATIONS:
c
1.
CONCRETE SHALL BE 2500 PSI AT 28 DAYS UNLE55
(7 z
OTHERWISE SHOWN ON THE WALL DETAILS. TYPE II PORTLAND
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CEMENT SHALL CONFORM TO ASTM DESIGNATION 0I50,
LATEST REVISION. REFER TO THE CONCRETE
* S C 31, 2 15
SPECIFICATIONS HEREON FOR ADDITIONAL INFORMATION.
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2.
RETAINING SECTION SHALL BE CONSTRUCTED OF GRADE N
OF CAOa
CONCRETE BLOCKS CONFORMING TO THE ASTM DESIGNATION
C90, UNLESS OTHERNISE SHOWN. All CELLS BELOW
FINISHED GRADE SHALL BE FILLED SOLID WITH GROUT,
UNLE55 OTHERWISE SHOWN. THE MINIMUM COMPRESSIVE
STRENGTH OF CONCRETE BLOCKS SHALL BE 1900 PSI.
REFER TO THE MA50NRY SPECIFICATIONS HEREON FOR
ADDITIONAL INFORMATION.
8.
GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN
THE RATIO BY VOLUME: ONE PART CEMENT, THREE PARTS
SAND, TWO PARTS PEA GRAVEL. MINIMUM GROUT STRENGTH
- 2500 PSI.
4.
MORTAR SHALL BE UBC TYPE 5 AND SHALL BE FRESHLY
PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUME
OF I PART CEMENT, 1/2 PART LIME PUTTY, 3-1/2 PARTS
SAND, AND SHALL CONFORM TO A5TM C210, LATEST
REVISION. (2500 P51)
S.
REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING
TO A5TM DESIGNATION A615, GRADE 60 UNLESS OTHERNISE
SHONN ON THE HALL DETAILS, EXCEPT THAT 1/4" TIES
MAY 3E PLAIN BARS. STEEL LAPS SHALL BE 40 BAR
DIAMETERS OR MORE, AND SHALL OCCUR ONLY WHERE
SHOWN.' SPLICES IN REINFORCING STEEL ARE OPTIONAL,
AND THE STEEL MAY BE CONTINUOUS NITH THE LARGER BAR
DIAMETER USED. LONGITUDINAL BARS MAY BE SPLICED
ANYWHERE. HORIZONTAL STEEL IN HALLS SHALL BE
PLACED IN BOND BEAM BLOCKS. SLOTS TO BE CUT NHERE
REQUIRED. BEND HORIZONTAL BARS AROUND CORNERS 24"
MINIMUM. VERTICAL STEEL SHALL BE HELD IN PLACE BY
WIRE TIES AT TOP AND BOTTOM OF BARS, BUT NOT
EXCEEDING 8 FEET IN SPACING PRIOR TO GROUTING.
STEEL PLACEMENT IS CRITICAL AT BASE OF HALLS AND AT
CHANGES IN BLOCK SIZE. ADHERE STRICTLY TO THE
DIMENSIONS 5HONN ON THE PLANS.
°.
ALL FOOTINGS TO BE POURED ON UNDISTURBED NATURAL
GROUND OR ON COMPACTED FILL NITH A MINIMUM DENSITY
OF 95% RELATIVE COMPACTION.
7.
GROUT LIFT IS NOT TO EXCEED 4' UNLE55 CLEANOUT
HOLES ARE PROVIDED IN BOTTOM BLOCK AND CELLS ARE
CLEANED AND INSPECTED. WHEN GROUTING IS PERFORMED
IN MORE THAN ONE LIFT, STOP THE INTERMEDIATE GROUT
LIFT 1-1/2 INCAES BELOW THE TOP OF THE BLOCK IN
ORDER TO PROVIDE A KEY FOR THE NEXT LIFT.
°.
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR ANY
WALL GEOMETRY THAT DIFFERS FROM THE DETAILS
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CONTAINED HEREIN.
°•
CONCRETE SHAD- BE CONVEYED, DEPOSITED AND
CITY FLA Q U I I (� �I�
CONSOLIDATED BY ANY METHOD WHICH HILL PRECLUDE THE
SEGREGATION OR LOSS OF INGREDIENTS. CONCRETE SHALL
&SAFETY DE
NOT BE PERMITTED TO FALL MORE THAN 6 FEET WITHOUT
BUILDING
THE USE OF PIPES OR TREMIES. CONCRETE SHALL BE
THOROUGHLY CONSOLIDATED BY MEANS OF HIGH -FREQUENCY
��
INTERNAL VIBRATORS IN A MANNER THAT WILL ENCSE ATHE
REINFORCEMENT
PRINFOEHSUINSERTS,
FEFILL THE FORMS AND
OUNPRM
FOR CONSTRUCT 1 O 1
PRODCTEXTURE FREE OF ROCK
POCKETS AND EXCESSIVE VOIDS.
10.
ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE
SOILS REPORT AS PREPARED BY:
DATE 1 %t BY
SLADDEN ENGINEERING, PROJECT NO. 544-12114,12-11-259,
DATED. 11/6/2012
59-043 HUMBOLTDT DRIVE, LA QUINTA, CA
YOUNG ENGINEERING SERV I CE5
11-180 SAN JACINTO DR. STE. E2, RANCHO MIRAGE CA 92270
TEL. 160-894-8860 FAX. 160-894-8861
06Nr D/4••I'-0'
DATE: 01/19/2018 I S
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53-045 HUMBOLTDT DRIVE, LA OUINTA, GA
YOUNG ENGINEERING SERVICES
71-780 SAN JACINTO DR. STE. E2, RANCHO MIRAGE GA 92270
TELL: 760-834-8860 FAX: 760-834-8861
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DATE: 07/19/2013 1 52
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53-045 HUMBOLTDT DRIVE, LA GUINTA, CA
YOUNG ENGINEERING SERVICES
11-180 SAN JACINTO DR. STE. E2, RANCHO MIRAGE CA 92210
TEL: 160-834-8860 FAX: 160-834-8861
CLR.
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SCAM 514*
DATE: 01/19/2013 1 53
#4 HOOPS at 8" o%
HORIZONTAL
PILASTER CAP PER ARCH.
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53-045 HUMBOLTDT DRIVE, LA GUINTA, CA
YOUNG ENGINEERING SERVICES
11-180 SAN JACINTO DR. STE. E2, RANCHO MIRAGE CA 92210
TEL: 160-834-8860 FAX: 160-834-8861
CLR.
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SCAM 514*
DATE: 01/19/2013 1 53