BPOL2014-1106nm
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: BPOL2014-1106
Property Address:
81612 HIDDEN LINKS DR
APN:
767640054
Application Description:
POOL, SPA, EQUIP WALL
Property Zoning:
Application Valuation:
$37,000.00
Applicant:
4�
c&t,�p 4 4a Qaa�(v
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
NOV 10. 2014
I---
CiTy OF LA QUINI A
r
,OMMU ITY DEVELOPMENT DEPARTMENT
Owner:
JOSESANCHEZ
, 92253
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/10/2014
Contractor:
JJB POOLS INC
75090S T CHARLES PLACE SUITE C
PALM DESERT, CA 92211
(760)322-1515
LIc. No.: 920450
---------------------------------------------------------------------------------------------
1*
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: C53 License 50
- 10 Ll No - 92044
�D.te: I — Co ntractor.
OWNER -BUILDER D C RATION
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 the is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division�
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, 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:
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 Address:
I
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 1700 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 3 00 of the Labor Code, I shall forthwith
comply with those provisions.
'Date: I t — t 9 —1 q Applicant:
WARNING: FAILURE TO SECURE WORKERS'COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP 70
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 ATrORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subje:t.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 tc, 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: Signature (Applicant or Agent):
FINANCIAL ,• 1.
DESCRIPTION ACCOUNT .
CITY
AMOUNT PAID PAID DATE
BSAS SB1473 FEE 101-0000-20306
0
$2.00 $0.00
PAID BY METHOD
RECEIPT # CHECK # CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA; $2.00 $0.00
DESCRIPTION
ACCOUNT
CITY
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 $108.77 $0.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
SWIMMING POOL/SPA
101-0000-42404
0
$181.29
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION,
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
SWIMMING POOL/SPA PC
101-0000-42600
0
$98.62
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for POOL/ SPA: $279.91 $0.00
TOTALS:•0 00
Description: POOL, SPA, EQUIP WALL
Type: POOL Subtype: Status: APPROVED
Applied: 11/7/2014 KHE
Approved: 11/10/2014 PJU
Parcel No: 767640054 Site Address: 81612 HIDDEN LINKS DR LA QUINTA,CA 92253
Subdivision: TR 31202-2 Block: Lot: 42
Issued:
Lot Scl Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $37,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: POOL, SPA, 10 L.F. 4' EQUIPMENT ENCLOSURE [DENISE POELTLER ENGINEERING] . ALARMS AND BARRIERS REQUIRED TO BE
INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE.
ADDITIONAL
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL
CONTRACTOR JJB POOLS INC 75090 ST CHARLES PALM DESERT CA 92211
PLACE SUITE C
OWNER JOSE SANCHEZ 92253
Printed: Monday, November 10, 2014 5:17:16 PM 1 of 2
CN?WYS TEMS
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD!
PAID BY
CBYD
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 forFENCE OR FREESTANDING WALL $108.77 $0.00
SWIMMING POOL/SPA
101-0000-42404
0
$181.29
$0.00
SWIMMING POOL/SPA
101-0000-42600
0
$98.62
$0.00
PC
Total Paid for POOL/ SPA: $279.91 $0.00
TOTALS:•0 00
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED
DATE DATE
RESULT REMARKS NOTES
FINAL"
Printed: Monday, November 10, 2014 5:17:16 PM 2 of 2 cp?srsreMs
Bin.#
CIty. of*.La Quinta
Building 8t Safety Division
P.O. Box 1504,78-495 Carie Tampico
La.Quinta, CA 92253 -:(760) 777-7012
Building Permit Application"and Tracking Sheet
Permit # �
Project Address: g
Owner's Name:. 505.C.,'k o
A. P. Number.
Address: .
Legal Description:
City, ST, Zip:
Contractor. v
Telephone: 111
Project Description:
'CfAddress: 7 S V -0 S -)—G (
City, ST, Zip:
Telephone: %60 is 1-5: E.C
State Lic. #:
Arch, Engr., Designer
-
1, ' x �' G W60
Address
Address:
City, ST, Zip:
Telephone:
Construction Type: . Occupancy:
State Lic. #:
Project type a circle one): New Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft: #Stories:
# Units:
/
Telephone # of Contact Person: -
Estimated Value of Project '
APPLICANT: DO NOT WRITE BELOW THIS UNE
tt
Submittal
Req'd
Recd
TRACMG
PERMIT FEES
Plan Sets
Plan Check submitted
(�.I
Item Amount
Structural Coles.
Reviewed, ready for now www i 55 tIP
Plan Check Deposit. .
iYnss Calcs.
Called Contact Person
Plan Cheek Balance.
Title U Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted..
Mechanical
Grading plan
rd Review, ready for correctionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
SALL
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"` Review; ready for
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
FOOTING OPTION "A"
-1 -
„H„
HEIGHT FROM TOP
OF FOOTING
12" 10"
FOOTING OPTION "B"
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
6" OR 8" BLOCK
#4 HORIZONTAL AT 32" MAX. O.C.
(USE BOND BEAM BLOCK)
SEE TABLE "A"
- FOR REBAR SIZE
AND SPACING
(LOCATE REDAR IN CENTER OF CELL I
REVERSE —1111-1111
DIRECTION OF
HOOK ON EVERY INGWIDTH)
OTHER REBAR �(FOOT SEE TABLE "A"
17
H,.
HEIGHT FROM TOP
OF FOOTING
SEE TABLE "B"
FOR REBAR SIZE -
AND SPACING
(LOCATE. REBAR IN CENTER OF CF31)
FINISH GRADE
(1) - #4 REBAR
CONTINUOUS
(2) - #4 REBAR'
CONTINUOUS
1111•,. .
ALL FOOTINGS ADJACENT TO.
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
BOTTOM AF
OF S' MIN.
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT A RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
ISN * OT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALLEBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
1— .,W„ _
(FOOTING WIDTI
SEE TABLE "B"
..^ .r
TABLE 4 B 9
s
„W,.
VERTICAL
"H
„W„
VERTICAL
3'
19"
REINFORCEMENT
3
17"
#4 @ 48" O.C.
4'
20;'
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C.
6'
29"
1 #4 @ 24" O.C.
17
H,.
HEIGHT FROM TOP
OF FOOTING
SEE TABLE "B"
FOR REBAR SIZE -
AND SPACING
(LOCATE. REBAR IN CENTER OF CF31)
FINISH GRADE
(1) - #4 REBAR
CONTINUOUS
(2) - #4 REBAR'
CONTINUOUS
1111•,. .
ALL FOOTINGS ADJACENT TO.
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
BOTTOM AF
OF S' MIN.
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT A RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
ISN * OT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALLEBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
1— .,W„ _
(FOOTING WIDTI
SEE TABLE "B"
..^ .r
TABLE 4 B 9
„H>,
„W,.
VERTICAL
REINFORCEMENT
3'
19"
#4 @ 48" O.C.
4'
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C.
6' 1
34"
#4 @ 24" O.C.
CHEGKRITH_TH E.. BUILDING,_DEPARTMENT. TO
VERIFY IF A BUILDING., PERMIT IS._REQUIRED_,
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) FOOTING; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE-GROUT; BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE- INSPECTION PRIOR TO
PLACING GROUT.
3).F INAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
FOC
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF)
=30
PASSIVE SOIL BEARING (PSF)
=150
COEFFICIENT OF FRICTION
= 0.25
ALLOWABLE SOIL BEARING (PSF)
=1500
WIND = 80 MPH, EXPOSURE C
SEISMIC:
NA= 1.3. Nv=1 .6. Z=0.4, SOIL PROFILE=SD