BPOL2018-020178-495 CALLE TAMPICO T4bt 4 �P
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: POOL/PRIVATE
Application Number: BPOL2018-0201
Property Address: 53034 VIA DONA
APN: 777380011
Application Description: PIERCE CORP/ POOL,SPA,WATER FEATURE
Property Zoning:
Application Valuation: $88,000.00
Applicant: n
MAUI POOL SERVICE U
P 0 BOX 5639
LA QUINTA, CA 92248 OCT 3 1 2018
CITY OF 9tff
DESIGN & DEVE OPMENTDEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 {commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C53 License No.: 4
OWNER -BUILDER DE 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 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:
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 Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/31/2018
Owner:
ANDREW PIERCE CORP
44835 DEEP CANYON
PALM DESERT, CA 0
Contractor:
MAUI POOL SERVICE
P 0 BOX 5639
LA QUINTA, CA 92248
(760)989-2984
Llc. No.: 1030478
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 rk for which this permit is issued.
re and will maintain workers' compensation insurance, as required by
Se n 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: TA PEN ATION INS RAN F ND Policy Number: 9212027
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.
App€Icant':
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
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 sty to enter upon the
above -mentioned property for inspection purposes. 1
Id-3 1 --1 �- gitSi aturetAppIicantor/TiR
Date: 10131/2018
Application Number:
BPOL2018-0201
Owner:
Property Address:
53034 VIA DONA
ANDREW PIERCE CORP
APN:
777380011
44835 DEEP CANYON
Application Description:
PIERCE CORP / POOL,SPA ,WATER FEATURE
PALM DESERT, CA 0
Property Zoning:
Application Valuation:
$88,000.00
Applicant:
Contractor:
MAUI POOL SERVICE
MAUI POOL SERVICE
P 0 BOX 5639
P O BOX 5639
LA QUINTA, CA 92248
LA QUINTA, CA 92248
(760)989-2984
Llc. No.: 1030478
------------------------------------------------------------'-------------------------- - - - - - -
Detail: POOL SPA REAR YARD AND WATER FEATURE FRONT COURTYARD [DENISE POELTLER ENGINEERING] THIS PERMIT DOES NOT INCLUDE EQUIPMENT
ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT
BSAS SB1473 FEE
101-0000-20306 0 $4.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $4.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
DETACHED SPA/WATER FEATURE/OTHER
101-0000-42404
0
$200.12
DESCRIPTION
ACCOUNT
CITY
AMOUNT
SWIMMING POOL/SPA
101-0000-42404
0
$200.12
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA PC
101-0000-42600
1 0
$108.87
Total Paid for POOL / SPA: $509.11
DESCRIPTION
ACCOUNT QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416 0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0 $5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
' s
Project Address:
APN #:
Applicant Name:
"C
Address:
City, ST, Zip:
Telephone:
[Email:
Contractor Name:
Address:
City, St, Zip 1 1r1GV l(D C IN C
Telephone: -IUD `'�7 D 9-c6c'y l
Email:
State Lic: 10-�oLI City Bus Lic:
FArch/Eng Name:
dress:
y, St, Zip
LTelephone: ,
Email:
State Lic: City Bus Lic:
Property Owner's Name: '9
Address: 0 3 L� J
City, ST; Zip L_U\
Telephone:
Email:
PERMIT # d 6
PLAN LOCATION:
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
Valuation of Project $ C)< C)
J New SFD Construction:
Conditioned Space SF
y Garage SF
Patio/Porch SF
^,C,24 Fire Sprinklers SF
Construction Type: Occupancy:
Grading:
Bedrooms: Stories: # Units:
New Commercial / Tenant Improvements:
Total Building SF
3 Construction Type: Occupancy:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
#
Submittal Req'd Rec'd .
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Cales
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire. approval
City Business License
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CITY OF LA Q i1 /j�� ---------------- --- _- __ -----------------
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BUILDING DIVISION
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REVIEWED FOR
CODE
Cp APLIANCE
i ".
OCT 2 G 201E
CITY OF LA
comblutUrf
Q�;FdTI�
th& jq>y� bt, ew
77725 Enfield Lane, #130
Palm Desert, CA 92211
(760) 772-4411 FAX (760) 772-4409
drpfly@aol,com
BY Q—Plf DATE �O
REVISED
APG STRIN6ER, LLG
55-054 Via Dona
Lo Quinta
Hideaway Golf Club
CLIENT: MAUI POOL 5ERVICE 4 REPAIR
P.O. Box 56501
Lo G2ulnta, GA 412255
('760) qaq-2g84
STRUCTURAL GALGULATIONS
ENGINEERIN6 SERVICES:
a I'M "
PAGE
OF 4-
2015 Int'I Building Code
2016 California Buirding Code
I. Prepare Detail "A": Check surcharge load on fountain from adjacent footing.
5011-5 INFORMATION
NO SOILS REPORT PROV 117ED. USE DEFAULT VALUES IN TABLE 1506.2, CBC 2016.
OWNER/CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND 5U551DENCE
OF UNDERLYING SOILS.
Soil Classification = Sllty sand, Sandy slit (SP, 5M, 5104)
Soil Bearing Pressure = 1500 P5F Continuous Footing (Increase 1/5 for 5E15MIC/WIND)
Equivalent Fluid Pressure = 35 PGF (Cantilever Wall, Level Backfill)
Sliding Coefficient = 0.25
Passive Pressure = 150 P5F/FT
GONCFZETE STRENGTH
POOL: f' c = 2500 P51 25-Day Compressive Strength
WATER/CEMENT RATIO = 0.5 MAXIMUM, TYPE II/V CEMENT (SULFATE
5TEEL Fy 40 K51, &rode 40, A5TM A615, #5 BARS OR 6REA vFOFE$$ION
' MIN. LAP #5 BAR = I6 �� Fz, P
F1C� cfi�c
.,. VE D CITY OF LA QUIN 8 A C-33446
BUILDING DIVISION °` EXp.
0C9CT 2iAIlR0I8 REVIEWED FOR * Ic•zz•zo�8
r )I LAQWNTA CODE S�qT Ivl �P
DEPARTMENT IT 15 THE FULL INTENTION OF THE ENSI2ZLOLEa
THAT T?&,,PLIAKo
CAL ATION5 CONFORM O THE CALIF. BUILDING CODE,
2016 EDITION. THESE CALCULATIONS """� ffl���- THE WORKING DRAKN65.
INHERE ANY 015CREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWINGS, THE ENGINEER
SHALL BE NOTIFIED IMMEDIATELY SO PROPER ACTION MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED
ARE FOR THE ANALY515 AND DE516N OF THE PRIMARY STRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND
NON-STRUCTURAL ELEMENTS 15 THE RESPONSIBILITY OF THE ARCHITECT, UNLESS SPECIFICALLY SHOWN OTHERWISE.
THE EN61NEER ASSUMES NO RESPONSIBILITY POR WORK NOT A PART OF THESE CALCULATION5 NOR FOR INSPECTION
TO ENSURE CONSTRUCTION 15 PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS. STRUCTURAL OBSERVATION
OR FIELD INVESTIGATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT.
r'VA,-2ti 19— C5 '2-e I C,� --r N4
the/ f%y6144 iru trP,ak
77725 Enfield Lane, #130
Patm Desert, CA 92211
(760) 772-4411 FAX (760) 772-4409
drpfly@ooLcom
BY 01'4P DATE }I'° •a
REVISED
APG STRINGER, LLG
55-054 Via Dona
La Quints
Hideaway Golf Club
CLIENT: MAUI POOL SERVICE 4 REPAIR
P.O. Sox 565g
Lo Quints, GA g2255
(160) g8g-2g84
BASIS OF DE516N
CODE INTERNATIONAL BUILDING CODE (I50), 2015 EDITION
CALIFORNIA BUILDING CODE (coo), 2o16 EDITION
CALIFORNIA RESIDENTIAL CODE (GRC), 2015 EDITION
ASCE 7-10 MINIMUM DESIGN LOADS FOR 5UILDINC75
2015 INTERNATIONAL 5WIMMIN6 POOL AND SPA CODE
1115-Z
PAGE Z
OF +
STEEL MANUAL OF STEEL CONSTRUCTION
FOURTEENTH EDITION, AMERIGAN INSTITUTE OF STEEL CONSTRUCTION
Al5C 541-10 FOR ALLOWABLE STRE55 DESIGN
AN51/A15C 560-10
WELDIN6 AW5 D.I.I/DI.IM (2010) AMERIGAN WELDING, 5OCIE7Y
CONCRETE 5UILDIN6 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AGI 516-14, AMERIGAN CONCRETE INSTITUTE (AGI)
WOOD NATIONAL DE516N OF 5PECIFICATION5 FOR WOOD GONSTRUCT€ON
ND5-2015 EDITION, NATIONAL FORE57 PRODUCTS ASSOCIATION
ND5-2015 5DPW5
AN51/NFoPA, AMERIGAN PLYWOOD ASSOCIATION (APA)
MA5ONR`Y TM5 402/602-2015, MD6-8 (2015), AGI 550-15/A50E 5-15
TRU55 PLATE ANSI/TPI 1-200-I
FACTORED LOAD G0NIF3INATIONS FOR REOUIRED 5TRENGTH IX!51GN
AGI 518-14, TA5LE 5.5.1 LOAD COMBINATIONS
WHERE E= EARTHQUAKE
(EQ. 5.5.Id) U= 1.20 + I.OW + I.OL D= DEAD LOAD
(EQ. 5.51) U= 1.2D + I.OE + I.OL + 1.4F L= LIVE LOAD
(EQ. 5.5.8) U= 1.2D + I.OE (or LOA) + I.OL + 1.6H H= LATERAL EARTH
W= WIND
F= FLUID
Fy J GREAT
/J ROOM
T.Y. - - ❑
eEa x
u m
u �• � 7
1.; u
u u ry 61
❑❑ ��req� GARAGE
\`4' WALL _ AUTO
24" HT. PLYNTH
th&fy�Ytwv"xtres-k
77725 Enfield Lane, 4130
PaIM Desert, CA 92211
(760) 772-4411 FAX (760) 772-4409
drpfly@aol.coM
CLIENT:
.,�
BY-mif DATE
REVISED
APG STRINGER, LLG
55-054 Via Dona
La Ouinta
Hideaway Golf Club
MAUI POOL 5ERVIGE 4 REPAIR
P.O. Box 565q
La G uinta, GA g2255
(160) 01801-20184
#1 rLGT
pAGEl,�
or +
2015 International Sullding Code
2016 California 5uilding Code
EXISTING STUD WALL
AND FOOTING
#5 VERT. AT
6"VIALL W O.C. (TYP) AAR
i
L = F �5URFACE
—x
dJ 1— IY
o�
ILL
NO POROU5 �� ��i#3� pR Z f ATE{ �f \ \� W
5LIP5HEET IN
�� AIL BACKFILL
,,�/� 410% RELATIVE
W EACH AY (TYPJ`�f COMPACTION (MIN)
&UNITE STRENGTH: f'G = 2500 PSI MIN. AT 28-DAY5
TYPE II/V CEMENT
5TEEL 5TREN6TH: Fy = 40 K51, 6RADE 40, A5TM A615
MIN. LAP: #5 BAR = 18"
SCALE: 1/2" = 1'-0"
FOUNTAIN AI;QAGENT TO EX 15T I NC7 FOOTI NCB JA
then f LYC4� 1) Y eW
77725 Enfleld Lane, #i120
Pala Desert, CA 92211
(760) 772-4411 FAX (760) 772-4409
drpfly@aoLcoM
BY QM DATE iQ
REVISED
APG 5TRIN&ER, LLC
55-054 Via Dona
Lo Quints
Hideaway Golf Club
* 19.221 .
PAGE
OF
CLIENT: MAUI POOL SERVICE -$ REPAIR
P.O. Sox 565q
La Gtufnto, GA 012255
(160) q8q-2g84
2015 IntlSTRUCTURAL CALCULATIONS 2016 Califo'rnallding BuildCoGeode
ENGINEERING SERVIGES:
I. Prepare Detail "A": Check surcharge load from grade beam at shallow end of pool.
SOILS INFORMATION
NO SOILS REPORT PROVIDED. USE DEFAULT VALUES IN TABLE 1606.2, GEC 2016.
OWNER/CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND SUBSIDENCE
OF UNDERLYING SOILS.
Soil Classification = Silty sand, Sandy silt (SP, SM, SW)
Soil Bearing Pressure = 1500 PSF Continuous Footing (Increases 1/5 for SEISMIC'/WIND)
Equivalent Fluid Pressure = 55 PCF (Cantilever Wall, Level Backflll)
Sliding Coefficient = 0.25
Passive Pressure = 150 P5F/FT
CONCRETE r2TREN6TH
POOL: f' c = 2500 PSI 25-0a4 Compressive Strength
WATER/CEMENT RATIO = 0.5 MAXIMUM, TYPE II/V CEMENT (SULFATE RESISTANT)
STEEL Fy = 40 K51, Grade 40, A5TM A615, #5 EAR5 OR GREATER
MIN. LAP #5 BA = " - pFESSlp
CITY OF L��� ��°��R �a��Fy-
R E C E I VE D BUILDING DIVISION
REVIEWED FOR LU a= c-33446 �;
OCT 2 4 2018 CODE EXP.�a�3o� *
COMPLIANCE * �o-11-Z'01 P
CITY OF �A QUINTA 1 sTq C�V��-
DESIGN AND IiE'I'LUPMENT' DEp I I a),1 ` v
IT 15 THE f-ULL INTENTI HE E fPCi:'TFiE�T~'eALCULATIOW GONrORM TO T E GA 01 E.
2016 EDITION. THESE CALCULATIONS SHALL GOVERN THE STRUCTURAL PORTION OF TH KINC DRAKN65.
WHERE ANY DISCREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWINGS, THE ENGINEER
SHALL BE NOTIFIED IMMEDIATELY 50 PROPER ACTION MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED
ARE FOR THE ANALY515 AND DF-5I6N OF THE PRIMARY STRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND
NON-57RUCTURAL ELEMENTS IS THE RESPONSIBILITY OF THE ARCHITECT, UNLE55 SPECIFICALLY SHOWN OTHERWISE.
THE ENGINEER A55UME5 NO RESPONSIBILITY FOR WORK NOT A PART OF THESE CALCULATIONS NOR FOR INSPECTION
TO ENSURE CONSTRUCTION 15 PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS, STRUCTURAL OBSERVATION
OR FIELD INVESTIGATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT.
- PttCsli
th,& fly Nn f buttr w
77725 Enfield Lane, #130
PaIM Desert, CA 9221l
(760) 772-4411 FAX (760) 772-4409
drpFly@aol,coM
CLIENT:
5ASIS 27 DESIGN
BY DATE _ N
REVISED
APG 5TRIN&ER, LLG
55-054 Via Dona
Lo Quints
Hideaway 6olf Club
MAUI POOL 5ERVICE 4 REPAIR
P.O. Sox 5(05q
Lo Quints, GA g2255
(160) q8q-2g84
CODE INTERNATIONAL BUILDING GODS (IBC), 2015 EDITION
CALIFORNIA BUILDING CODE (650), 201b EDITION
CALIFORNIA RE5IDEN7IAL CODE (ORO), 2015 EDITION
ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDIN65
2015 INTERNATIONAL 5114IMMIN6 POOL AND SPA CODE
STEEL MANUAL OF STEEL CONSTRUCTION
FOURTEENTH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AI5C 541-10 FOR ALLOWABLE STRESS DE516N
AN51/AI50 560-10
WELDING AW5 D.I.I/DI.IM (2010) AMERICAN WELDING SOCIETY
CONCRETE
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ACI 515-14, AMERICAN CONCRETE INSTITUTE (ACI)
W OD
NATIONAL DESIGN OF SPECIFICATIONS FOR WOOD CONSTRUCTION
NDS-2015 EDITION, NATIONAL FOREST PRODUCTS ASSOCIATION
ND5-2015 SDPW5
AN51/NFoPA, AMERICAN PLYWOOD ASSOCIATION (APA)
MA50NRY
TMS 402/602-2015, MD6-6 (2015), ACI 550-15/A50E 5-15
TRU55 PLATE
AN51/TPI 1-2001
FACTORED LOAD COMBINATIONS FOR REQUIRED STRENGTH DE516N
ACI 518-14, TABLE 5.5.1 LOAD COMBINATIONS
it .3";Zd
PAGE _.
4F
(EQ. S.S.Id) U= 1.212 + WIN+ I.OL WHERE E= EARTHQUAKE
D= DEAD LOAD
(Ea. 5.5.-1) U= 1.2D + I.OE + I.OL + 1.4F L= LIVE LOAD
(Ea. 5.5.8) U= 1.2D + I.OE (or I.ON + I.OL + 1.6H H= LATERAL EARTH
W= WIND
F= FLUID
►
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77725 Enfield Lane, 4130
Pala Desert, CA 92211
(760) 772-4411 FAX (760) 772-4409
drpfly@aoLcom
BY 1 S DATE b
REVISED
APO STRINGER, LLG
53-034 Via Dona
Lo Quints
Hideaway &olf Olub
CLIENT: MAUI POOL 5ERVIGE 4 REPAIR
P.O. Box 56501
Lo Oufnta, GA g2255
('760) q5q-2g54
OF it
2015 International Building Code
2016 Gallfornla Building Code
EXISTING HARDY FRAME
HFX 18XIO
AND &RAVE BEAM
X i 110" 6" OOL WALL
WATER
F.S. SURFACE
L��
#3 VERT. AT
O.G. (TYP.)
GLR. #5 HORIZ. AT
12" O.G. (TYP)
`:.. 450 18" LAP
MIN.
.4
&UNITE 5TREN&TH: f'r, = 2500 P51 MIN. AT 28-DAY5
TYPE IIN CEMENT
5TEEL 5TREN&TH: Fy = 40 K51, GRADE 40, ASTM A615
MIN. LAP: #3 BAR = 18"
501L BACKFILL
cIO% RELATIVE
COMPACTION (MIN)
50ALE: 1/2" = 1'-0"
3-P7. DEEP POOL ADJ. 70 GRADE BEAM � A