BPOL2016-011978-495 CALLE TAMPICO 4.
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number: BPOL2016-0119
Property Address: 80421 PLATINUM WY
APN: 775220021
Application Description:. HEIDRICK / POOL CONSTRUCTION
Property Zoning:
Application Valuation: $25,000.00
Applicant:
TESERRA
P 0 BOX 1280
COACHELLA, CA 92236
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: C--8 C10/ C29 C53 C27 D12 License No.: 656128
CDat,. B—� kl Contraa6-:, v -(A
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 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 ) 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
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
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/16/2016
Owner:
HENDRICK
80421 PLATINUM WAY
LA QUINTA, CA 92253
Contractor: D
TESERRA
P 0 BOX 1280 AUG 16 2016 LI
TZQACHELLA,CA�922236 y_�:
CTY OF LA QU;NTA ~
(760)389-92,22YW.UNITYDS-ELo p tWDl3' ,MF,yT
Uc. No.: 656128
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'
comp" tion, as provided for by Section 3700 of the Labor Code, for the performance
of e worR for which this permit is issued.
ave and will maintain workers' compensation insurance, as required by
Se on 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and polity number are:
Carrier: STARSTONE NATIONAL INSURANCE COMPANY Policy Number:
T10160317
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:.—�l7 (� 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. '
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
emplcyees 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: -�,� - r Signature (Applicant or Agent).
0
`
Date: 8/16/2016
Application Number: BPOL2016-0119 '
Owner:
Property Address: 80421 PLATINUM WY
HENDRICK
APN: 775220021
80421 PLATINUM WAY
Application Description: 'HEIDRICK / POOL CONSTRUCTION
LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $25,000.00
• 1 -
Applicant: '
Contractor:
TESERRA
TESERRA
P 0 BOX 1280
P 0 BOX 1280
COACHELLA, CA 92236
COACHELLA, CA 92236
(760)389-9222
-----------------------------------------------
Llc. No.: 656128.
-----------'-----------------------------------.
Detail: POOL, 12 LF EQUIPMENT WALL. AND BBQ AT REAR YARD (DENISE POELTLER ENGINEERING]. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT
. PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE.
0
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT
BSAS SB1473 FEE 101-0000-20306 0 $1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
DEVICES, FIRST 20.
101-0000-42403
0
$24.17
DESCRIPTION
ACCOUNT
QTY
AMOUNT
DEVICES, FIRST 20 PC
101-0000-42600
0
$24.17
Total Paid for ELECTRICAL: $48.34
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
DESCRIPTION
ACCOUNT
'QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
Total Paid for FENCE OR FREESTANDING WALL: $108.77
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA
101-0000-42404
0
$181.29
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA PC
101-0000-42600
0
$98.62
Total Paid for POOL / SPA: 1 $279.91
I
N
Bila # —
City of La Quint
Building €1 Safety Division
Permit # P,®. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
6 of �0 BuiWing Permit Application and Tracldng Sheet
Project Address: _
�
Owner's Name:
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
Contractor:
Telephone:
-
Address: g _ 1 co .
Project Description:
City, ST, Zip:
. �� - � L f` � Cry- Z Z3 (� •
'
Telephone:
_
to
State Lic. # :
City Lic. #:
Arch., Engr., Designer:
°
Address:
City, ST, Zip:
Telephone:
Constm.ction Type:
Occupancy:
P Y=
State Lic. #:
Project type (circle one): New. Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
4
#Stories:
Telephone # of Contact Person: 76
-71 Y5/
Estimated Value
#Units:
of Project:
APPLICANT: PCO NOT WRITE BELOW THES LIME
#
Submittal Req'd
Recd IILACIONG
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Structural Calcs.
Reviewed, ready for corrections
Amount
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
)Energy Cafes.
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.II.
.. II_®.A _Approval_ _ plans resubmitted
-- — .Grading. ----...--
IN HOUSE: 3- Review, ready for corrections/issue Developer Impact Fee
Planning Approval Called Contact Person
A.I.P.P.
Pub. Wks. Appr Date ofpermit issue
School Fees
I I a Total Permit Fees
d
Viz. THE CITY OF LAQUINTA,CA - UPDATED ENGINEERS STAMP -EXPIRES 3-31-18 (100 mph C)
6' to 8' ..High Site Wall
Spread Footing - C al 100mph (ult)
04yBdisk Category i
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE a 30pcf
6. MASONRY COMPRESSIVE STRENGTH, I'm - 1500psi., SPECIAL .IfJSPEC _'N
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.
NOTES:
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 = 2500ps1 0 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 TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
OOOpsL
- FIRST 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
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. 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.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
OPTIONAL WALL CAP ---\ (T/ OF LA O U I
BUil.MIG & SAFETY I
' -0 VE11
(py 510 FpK'SLUMPST(
JOINT' REINF. AT TOP C
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GROUT CELLS
W/ REINF.
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SCHEDULE 0
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.ANDERSON DESIGN GROUP
Structural Engineering . • Building Design'
228 East Baoilio Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
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228 East Badlllo Street • Covina • CA • 91723-2115
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