BPOL2019-013378-495 CALLE TAMPICO D 4,v Qalkm
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: POOL/PRIVATE
Application Number: BPOL2019-0133
Property Address: 54365 EISENHOWER DR
APN: 774252018
Application Description: MINSKY / POOL AT FRONT COURTYARD & VINYL FENCING
Property Zoning:
Application Valuation: $15,000.00
Applicant: PD
MICHAEL & SHERRYL MINSKY
54365 EISENHOWER U 1 2011
LA QUINTA, CA 92253 JUL
U CITY OF LAOUINTA
DESIGN & 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 70001 of Division 3 of the Business and Professions Code, and
my License is in full force and effect.
License Class: _ License No.::CONV:140538101254092466
Date:
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).:
r�, 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.).
t2n, as owner ofthe 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: , �I I 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 Addres
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/1/2019
Owner:
MICHAEL & SHERRYL MINSKY
54365 EISENHOWER
LA QUINTA, CA 92253
Contractor:
MICHAEL & SHERRYL MINSKY
54365 EISENHOWER
LA QUINTA, CA 92253
(760)992-4447
Llc. No.: :CON V: 140528101254092466
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:_
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: I 1 l 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
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: —I �� Signature (Applicant or Ag
Date: 7/1/2019
Application Number:
BPOL2019-0133
Property Address:
54365 EISENHOWER DR
APN:
774252018
Application Description
MINSKY / POOL AT FRONT COURTYARD & VINYL FENCING
Property Zoning:
Application Valuation:
$15,000.00
Applicant:
MICHAEL & SHERRYL MINSKY
54365 EISENHOWER
LA QUINTA, CA 92253
Owner:
MICHAEL & SHERRYL MINSKY
54365 EISENHOWER
LA QUINTA, CA 92253
Contractor:
MICHAEL & SHERRYL MINSKY
54365 EISENHOWER
LA QUINTA, CA 92253
(760)992-4447
Llc. No.::CONV:140528101254092466
-----------------------------------------•---------------------------------------------------
Detail: POOL AT FRONT COURTYARD, AND 195 LF OF VINYL FENCING AT'NORTH, SOUTH AND WEST PROPERTY LINES [VIKING ENGINEERING]. THIS
PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. VINYL FENCING SHALL NOT BE INSTALLER OR SURCHARGE ON EXISTING CMU RETAINING WALLS.
ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION!. 201&CALIFORNIA BUILDING CODE.
DESCRIPTION
WALL/FENCE - EA ADDITIONAL 50 L
DESCRIPTION
WALL/FENCE - FIRST 100 LF
DESCRIPTION
WALL/FENCE - FIRST 100 LF PC
DESCRIPTION
BSAS SB1473 FEE
DESCRIPTION
SWIMMING POOL/SPA
DESCRIPTION
SWIMMING POOL/SPA PC
DESCRIPTION
RECORDS MANAGEMENT FEE
DESCRIPTION
TECHNOLOGY ENHANCEMENT FEE
ACCOUNT CITY
F
AMOUNT
101-0000-42404 0
$32.02
ACCOUNT CITY
AMOUNT
101-0000-42404 0
$53.37
ACCOUNT CITY
AMOUNT
101-0000-42600 0
$66.71
Total Paid for BLOCK WALL:
$152.10
ACCOUNT CITY
AMOUNT
101-0000-20306 0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
ACCOUNT CITY
AMOUNT
101-0000-42404 0
$200.12
ACCOUNT CITY
AMOUNT
101-0000-42600 0
$108.87
Total Paid for POOL / SPA:
$308.99
ACCOUNT CITY
AMOUNT
101-0000-42416 0
$10.00
Total Paid for RECORDS MANAGEMENT FEE:
$10.00
ACCOUNT CITY
AMOUNT
502-0000-43611 0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$5.00
Project Address: 5-43(r,
APN #:
Applicant Name: /A cc hAe,(
Address: 0 S�csP�staw Pam'
City, ST, Zip: t L—aur G CA -
Telephone: 0 •-91-L- 44q-7-
Email :C(r-
Property Owner's Name:
Address: A^e q5
City, ST, Zip
Telephone:
Email:
IJ#:iu'i
Project Description:
Fria o v a c-4.,j � 0 o -4— V c ►�
el
:.e*Accz- 1 Y,1 4n ( let
Valuation of Project $ i5 000
New Commercial / Tenant Improvements:
<<c4--A Total Building SF
Construction Type: Occupancy:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
# Submittal Required Received
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
I Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
Tihf 4 4 a"
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
PROPERTY OWNER'S PACKAGE
(760) 777-7012
FAX (760) 777-7011
Disclosures & Forms for Owner -Builders Applying for Construction Permits
IMPORTANT! NOTICE TO PROPERTY OWNER
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified at - 2)r LI& oulll_C4.
We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your
responsibilities and possible risk you may incur by having this permit issued in your name as the
Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision,
signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice
unless you, the property owner, obtain the prior approval of the permitting authority.
OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION
DIRECTIONS: Read and initial each statement below to signify you understand or verify this information.
t^1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder"
building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as
an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person
and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those
injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers
on my property.
,ram _2. I understand building permits are not required to be signed by property owners unless they are responsible for the
construction and are not hiring a licensed Contractor to assume this responsibility.
3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect
myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my
own.
I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on
permits and contracts.
I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value
of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer"
under state and federal law.
%1. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal
government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment
compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial
risk,
*&7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential
structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed
subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed
under contract with a licensed general building Contractor.
. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any
financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the
workmanship or materials.
ft—W. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue
Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California
Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-
800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors.
0111 "I0. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the
party legally and financially responsible for proposed co . tructi n activ'ty at the following address:
943t r.3 71i L-P
11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all
applicable laws and requirements that govern Owner -Builders as well as employers.
12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I
have provided on this form Licensed contractors are regulated by laws designed to protect the public. If you coattact with
someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss
you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also
important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working
on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors,
ybu will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers'
compensation insurance coverage.
Before a building permit can be issued, this form must be completed and signed by the property owner and returned to
the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or
other verification acceptable to the agency is required to be presented when the permit is issued to verify the property
owner's signature.
Signature of property owner.. _ _ Date: Mc.
Note: The following Authorization Form is required to be completed by the property owner only when designating
an agent of the property owner to apply for a construction permit for the Owner -Builder.
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEAALF
Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize
the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder
Permit for my project.
Scope of Construction Project (or Description of Work):
Project Location or Address:
Name of Authorized Agent:
Address of Authorized Agent:
Tel No
I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above
information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification
acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature.
Property Owner's Signature: Date:
JOB ADDRESS
�]�" �S f �wV,
-pr
CITY OF LA QUINTA
PERMIT NUMBER
SUB-CONTRACTORLIS`T
OWNER t tAt�h6iC 14 'Sge4j, BUILDER
This form shall be
posted on the job with the Building Insl2ection Card at all times in a conspicuous
_
place. Only persons appearin on this list or their employees are authorized to work
on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance
of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response.
T ade.f Classification
tractor
Con. .
State Co..ntractor's. License
Workers. Compensaiiyn Insurance
pity Bussiness.Licepse .,... ,
Company Name
Classification
(e.g. A, B, C-8) '
License Number
(xxxxxx)
Exp. Date
(xx/),x/xx)
Carrier Name
(e.g. State Fund, CalComp)
Policy Number
(Format Varies)
Exp. Date
(xx/xx/xx)
License Number
(xxxx)
Exp. Date
(xx/xx/xx)
EARTHWORK .(C-12)
CONCRETE (C-8.1
FRAMING (C-5)
STRUCT. STEEL (.0 541
MASONRY (C•29)
PLUMBING (C-36)
LATH, PLASTE13: (:C-1;51
DRYWALL (C-9).
HVAC (C-20)
GLtcz,
<f— ZD
c7 z4Z
I uwc 010 l t�
ELECTRICAL (C-101
M r '---2c4rt e-
C ^ to
ROOFING (C-39)
SHEET METAL (C-43)
FLOORING (C-15.1
GLAZING. tC-77)
INSULATION:(C•Z)
SEWAGE DISP. (C-42)
PAINTING (C•331
CERAMIC T1LE (C-54)
f ABINETS (C-5).
1 �N.C1NG (Cm 1.8)
LANDSCAPING (C-27)
(C-53)
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�1—,C-600%73POOL
Wood Fence Construction
Design is limited to six (6) foot maximum height
Notes:
1. Construction heart and better redwood, or No. 2 and better western red cedar, or equal.
2. Supports are 44 wood posts, or equal posts, spaced a maximum of 6 feet on center.
3. Supports are buried a minimum of one third the exposed fence height.
4. Attach panels with #12 x 1 inch screws, two per upper and lower support rails.
Inspections:
1. Footing: After trenching and placement of post, but prior to pour.
2. Final: When all work is complete.
All "or equal" substitutions must be submitted to, and approved by the Building
Official prior to installation of the item.
Post per Note 2
Panel Material per Note 1,
Attachment per Note 4
2" x 4" Minimum Wood Rail
--Within 12" of the Top and
Bottom of Post, or equal
Depth -
Equals 1 /3
Exposed
Post Height
12" Square Disclaimer: Alternate designs may be
Footing possible when provided with
with Depth engineered analysis. Use of this
per Note 3 standard design is at the user's risk
and carries no implied or inferred
3" Clear -
guarantee.
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General
The swimming pools and spas consist of one-piece fiberglass
construction shop -formed over a mold. The material is fiberglass
reinforced plastic (FRP), a minimum of 1/4 inch (6 4 mm) thick,
composed of isophtalic resin, vinyl ester resin, and fiberglass. The
surface finish is a neo pentyl glycol gel coat. Viking Pools produces
various styles of swimming pools and spas. When installed in
accordance to Viking Pools installation procedures, the pools and spas
comply with applicable requirements of the following codes:
2018 International Building Code® (IBC)
2018 International Residential Code (IRC)
1997 Uniform Building Code (UBC)
BOCA@ National Building Code/2003 (BNBC)
2012/2015 International Plumbing Code® (IPC)
2012/2015 IAPMO Uniform Plumbing Code (IAPMO UPC)
2012 ANSI/APSP/ICC 5a Residential Inground Swimming Pools
2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas and
Swim Spas
2016 California Building Code
2016 California Plumbing Code
2016 California Mechanical Code
2016 California Electrical Code
2016 California Fire Code
2016 California Energy Code
2016 California Residential Code
2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance
2011 ANSI/APSP-16
2018 International Swimming Pool and Spa Code -
(ISPSC-ICC)
2007 ANSI/ASME-Al12.19.8
2017 National Electric Code (NEC)
2015 Uniform Swimming Pool, Spa, Hot tub Code (IAPMO)
The overall pool dimensions, depths and capacities are shown in
Table 1 and Table 4 The units comply with ANSI/NSPI-5, specified in
Section AG103.1 of the IRC, and IAPMO IGC-2000", specified in the
UPC.
Models described in Table 2, Table 3, and Table 4 can be placed up
to 19-1/2 inches (49 5mm) above ground These pools and spas may be
placed with or without concrete or wood decking. Unless elevated
portions of the units are protected from sunlight by soil berms, decking,
etc , these portions must be coated with a UV -inhibiting opaque paint
that is compatible with the laminate.
All plumbing must comply with the IPC or UPC. Electrical work must
comply with the code in effect at the construction site. The pool and spa
must remain full of water at all times. A permanent sign, bearing the
following statement, must be attached to the pumping equipment:
Notice -The pool or spa is designed to remain full of water at all times.
The pool shell may be damaged if the water level is allowed to drop
below the skimmer When appreciable draw -down is noticed or if it
becomes necessary to drain the pool or spa, contact Viking Pools or its
dealers for instructions.
A permanent label must be installed adjacent to the above sign
indicating the Viking Pools dealer's name, address and telephone
number
Installation Procedure:
Viking pools and spas may be installed without a soil investigation by
a registered design professional(RDP), subject to the building official's
approval, provided none of the following conditions are encountered at
the site:
1. The existence of uncontrollable groundwater within the depth of
the pool or spa excavation.
2. The existence of an uncompacted fill in contact with any portion of
the pool or spa.
3. The existence of any soil types with an angle of repose that will not
support the walls of theexcavation at desired slopes
4 Danger to adjacent structures posed by the proposed pool or spa
location
5. The existence of any cracks or openings in soil that would not
confine sand or V2" clean gravel bedding.
If any of the conditions above is encountered, excavation must cease
immediately The specified conditions at the site must then be reviewed
General Notes
and recommendations made by the RDP. The building official must
approve the RDP's report before work is completed.
The pool or spa excavation profile must coincide with the contours of
the pool The over excavation is minimum 6 inches (152mm) on the
sides and ends The over excavation at the pool bottom is minimum 4
inches (102mm). The backfill for the pool or spa bottom is a layer of
3-inch-thick (76mm) bedding sand matching the pool or spa profile
This sand layer is compacted using a manual tamper and water. The
pool or spa is then set into place using a crane, excavator or manually
and be within 1 inch (25mm) of level. Simultaneous waterfill and sand
backfill operations then commence. The sand is compacted with a
tamper and water. The installer must ensure that the backfill level and
water level are approximately the same throughout this procedure
After completion of the backfill and plumbing, the decking is placed.
Decks are prepared as indicated in Figures 1 though 4:
1. Cantilevered concrete decks are constructed as noted in Figure 1
in all cases.
2 Cantilevered decks are constructed with brick or stone as noted
Figure 2 in all cases.
3. Raised bond beams are constructed as noted in Figure 3 in all
cases.
4. Aboveground installations are constructed as noted in Figure 4 in
all cases.
Barriers are required where pools are on premises of UBC Group R,
Division 3, Occupancies or IBC Group R Occupancies. The barriers must
comply with Appendix Chapter 4, Division 1, of the UBC or Section
3109 4 of the IBC
Expansive soils:
For installation of pools or spas in expansive soils, the following
additional installation details must be followed subject to code official's
approval:
1 All surfaces adjacent to the pool or spas must be excavated to a
minimum depth of 12 inches (305 mm) beneath the pool bottom
and minimum 6 inches (152 mm) behind the pool walls
2. Any soft or loose soils exposed by step 1 must be removed until
exposed material is solid. If the soil is still soft and loose, the upper
6 inches (152 mm) of all horizontal excavation surfaces must be
scarified and compacted with mechanical equipment. The
compacted surfaces and the excavated wall surfaces must be
maintained in a moist condition until the first lift of backfill or fill is
placed against the surface The term compaction implies any
method necessary to consolidate the native and fill materials to
keep the pool or structure from settling
3. The excavated bottom area of the pool or spa must be backfilled
with granular import material to approximately 6 inches (152 mm)
below the bottom of the pool or spa, wetted and compacted.
4 The remaining 6 inches (152 mm) must be backfilled beneath the
pool or spa and outside the pool walls with compacted clean sand.
The pool or spa must be filled with water as backfilling progresses
to a level equivalent to that of the backfill. The backfill must be
placed in compacted layers of approximately 6 inches (152 mm)
while a uniform height of backfill is maintained around the pool or
spa.
5. Positive surface drainage away from the perimeter of the pool and
surrounding deck is required and critical to installations in highly
expansive soils Surface area drains and surface drainage swales
or subdrains must be placed as needed to prevent ponding or
saturation of the soil around the perimeter and vicinity of the pool to
prevent excessive shrink -swell or volume changes in the soil.
Identification:
Viking pools and spas are identified by the following information
imprinted on the top step of the pool or spa: manufacturer's name (Viking
Pools) and address, pool or spa model designation, a coded serial
number and the evaluation report number (ESR-2014)
The units also bear the label of the quality control agency, Columbia
Research & Testing Corporation (AA-527).
Findings: That the fiberglass one piece swimming pools and spas are
in compliance with the above listed codes as noted in ESR-2014 subject
to the following conditions.
1. The construction and pool/spa installation comply with this report
and the manufacturer's instructions.
2. Electrical and plumbing installation comply with the respective
codes in effect at the construction site.
3.That all pools are installed in accordance with manufacturer's
recommendations.
4 The pools and spas produced by Viking Pools Northeast, Inc.
176 Viking Drive Industrial Park, Jane Lew, West Virginia; Viking
Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas;
and Viking Pools, Inc., 121 Crawford Road, Williams,Califomia;
Viking Pools Southeast,40119 Country Road 54E, Zephyrhills, FL
are manufactured under a quality control program with inspections
by Columbia Research &Testing Corporation (AA-527).
r[D)ATE!,___R
L7,0,g •r>!'53
QUINT
OF e�ioIvisloN
LflIN
E nD�F 0R
MPLIANCE
Y
VIKING POOLS
THE STANDARDof FIBERGLASS
Page 1
Table of Contents
General Notes
Expansive Soils
Page 2
Tables 1.4
Page 3
Figures 1-4
Page 4
Pool Models
Page 5
Pool Models
Page 6
Pool Models
Page 7
Spa Models & Hydro Zone Models
Page 8
Alternative Recirculation Systems
Length, width and depth may vary up to 3% - all
dimensions are to outside edge of coping, measured
from parallel lines
Reviewed by:
Columbia Research & Testing
10140 Starr Road, P O Box 933
Windsor, CA 95492
Phone 707-495-0420
IAS and ICC/ES Approved Testing Laboratory
Seal.
Wlo C 24420'Xf X
*` EXP.12/31/19 J*
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TABLE 1- POOLS
Acapulco
AC
16' x 39'
T-6" , 6'
167001
500
5
Type 0
Aruba
ARU
11' x 22'
3'-6" , 5'
5200
177
5
Type 0
Astoria
FRX
15'-10", 40'
3'-6", 7'
15600
548
6
Type 0
Baja
SFF
11-10" x 25'
T-8" , T-6"
9000
229
6
Type 0
Barcelona
BAR
16' x 38'
T-6" x 7'
18500
518
5
Type 0
Bermuda
AL
12' x 26'
T-6" , T-6"
70001
226
5
Type 0
lambridee
LN
16' x 36'
T-6" . 7'
1RO001
451
(;I
Tvna nl
Cancun
CC
16' x 35'
T-6% G-6"
14000
397
4
Type 0
Cancun Deluxe
CCX
16' x 35'
4'-3", 6'-6"
11500
381
6
Type 0
iCaribbean
MR
16' x 40'
T-6" - 6'-6"
17000
468
4
Type 0
Carmel
FF
13'-8" x 30'
T-6" , 6'
12000
345
6
Type 0
Chesapeake
CP
12' x 31'
3'-7", 5'
105001
292
5
Type 0
Claremont
V
14' x 33'
T-7" , 5'-4"
11700
416
6
Type 0
Clearwater
SP
10'-11" x 20'
31-5", 5'
3600
165
5
Type 0
Corinthian
RT16
15'-10", 40'
3'-6", T
15400
563
6
Type 0
Coronado
BHBI
151,341
3'-611, 6'-6"
13000
410
6
Type 0
Delray
B
11'-10" x 25'-5"
4'-6"
8100
264
6
Type 0
Empress
FR12
12' x 26'
3'-6", 5'-8"
7600
275
6
Type 0
Fiji
FJI
15'x 34'
T-6", 6'
12000
375
4
Type 0
Freeport
FP
12' x 25'-1"
T-7" , T-5"
6000
213
5
Typeo
Gulf Coast
GC
15' 10"x 39'-7"
T-5" , T-11"
19600
506
4
Type I
Gulf Shore
GS
15'-7" x 34'-8"
T-7" , 5'-10"
15000
423
4
Type 0
Island Breeze II
BN
16' x 40'
T-6", 8'
22000
585
4
Type I
Jamaica
LD
9,41Y, x 19'-9"
T-2" , 5'
3750
138
6
Type 0
Key West
BFF
12' x 25'-7"
T-7" , 6'
90001
230
6
Type 0
Kin ston
AP
16' x 38'
31-6", 5'-8"
17500
5551
5
'Ty e 0
Laguna
LG
14' x 30'
T-6" , 6'
10000
310
5
Type 0
Laguna Deluxe
LGX
14' x 30'
41, 6'
9000
300
4Type
0
Lake Shore
CD
16' x 33'
T-7" , 5'-5"
15000
480
4
Type 0
Majesty
FR14
14', 30'
3'-6", 6'
1120
377
6
'Type 0
Malibu
CRUD
12' x 26'
3' x 4'-7"
4400
209
5
Type 0
Maul
MTK
9'-3" x 16'
3'-4!, 4'
2300
103
5
Type 0
Mediterranean
BP
15'-8" x 38'
T-7" , 5'-11"
17000
5121
4
Type 0
Milan
CTL
10' x 16'
4'
2450
135
6
'Type 0
Monaco
AT
16' x 40'
T-8" , 8'
21000
585
4
Type I
Montego
MT
14' x 35'
31-7", 5'-7"
12400
388
4
Type 0
Ocean Breeze
OB
16' x 40'
T-6" , 5'-8"
18900
585
4
Type 0
Oceania
BHGI
16' x 42'
31,7'
19300
516
5
Type 0
Olympia
FR16
16' x 35'
T-6111 6'-6"
15250
510
6
Type 0
Panama I
BL
12' x (35' - 39')
4'-6" , 4'-6"
Varies
'Varies
5
Type 0
Panama 11
BL
12' x (35' - 45')
4'-6", 4'-6"
Varies
Varies
5
Type 0
Poseidon
PS
16' x 40'
T-6" Z 7'
17500
538
4
Type 0
Rockport
RP
14' x 30'
T-7" , 5'-11"
12800
314
4
Type 0
Santa Barbara
RS
14' x NY
T-6% 6'-6"
12500
326
4
Type 0
Sea Breeze
K
14'-8" x 33'-9"
T-5" , 8'-2"
16000
378
4
Type 0
St. Lucia
CM
12'-3" x 23'-11"
T-6" , 5'
6000
211
5
Type 0
St. Thomas
L
14' x 31'-6"
T-7" , 7'
13700
396
4
Type 0
Trinidad
TND
16' x 44'
3'-6", 7'
19300
562
4
Type 0
Triton
TN
14' x 30'
T-7, 5'-11"
13500
338
4
Type 0
Tropicana
MP
9'-6" x 14'-6"
4!, 4'
2500
115
51
Type 0
Valencia
ST
14'-4"x 27'-7"
T-7", T-10"
10000
288
4
Type 0
Venice
TGEN
16' , 40'-2"
31-10", 8'-6"
16000
553
51
Type I
TABLE 3- SPAS
SPAS
Mystic
CODE
M
SIZE
WIDTH x LENGTH
Ry x 10'
DEPTHS
SHALLOW, DEEP
3'-4"
GALLONS•
APPROX.
550
,
64
6
Mystic Spillover
MSW
1(y x IV
3'-4"
550
64
6
Placid
BOS
8'-4" x 8'-4"
3'
475
45
6
Placid Spillover
BOSSW
8'-4" x 9'-e
3'
475
45
6
Regal
RG
8' x 10'
3%4"
600
52
6
Regal S illover
RGSW
9' x 1A'
T-4
600
52
6
Royal
RY
8' x 10'
3'-4"
600
63
_
6
Royal Spillover
RYSW
8'-10"x 10'
T-4"
600
63
Shasta
LRS
7' x 7'
3'
420
31
6
Shasta Spillover
LRSSW
7 x 8'
3'
420
31
Superior
CS
8' x 12'-5"
3'
700
73
6
Superior Sillover
CSSW
9'x12'-5"
3'
700
73
Tahoe
LOS
7-6" x 7'-6"
3'
450
37
6
Tahoe Spillover
LOSSW
7'-6"x 8'-6"
3'
450
37
Hermosa
VFTL
V-10" x 10'-7"
10"
200
50
6
Semicircle
TSCT
8'-4" x 16'
30"
400
92
TABLE 4- POOLS
TABLE 2- POOLS
ABOVE-.
CODES•.
MP FP'
AL
ST
BFF
SIP
MTK
CM
DXL
LBBST
B
LD
FR12
CTL
Reviewed by:
Columbia Research & Testing
10140 Starr Road, P O Box 933
Windsor, CA 95492
Phone 707-495-0420
[AS and ICCIES Approved Testing Laboratory
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FIG. 1
TYPICAL CANTILEVER CONCRETE DECK
6"X6" - W1 4 X W1 4
T MIN. WIRE MESH OR
REBAR NO. 3, ON 2' O C
91, EACH WAY
SLOPED 1/4"=1'
611 r `
12" 10"
T� 1 I=175
I I'- �� 1/4" GALVANIZED FOR CLAY
CHAIN
_ (ADOBE)
3" THICK COMPACTED SOIL ONLY
SAND (TYPICAL)
4" MIN. THICK COMPACTED
GRAVEL FOR CLAY
I" (ADOBE) SOIL ONLY
SAND OR 1/2" CLEAN GRAVEL
FIBERGLASS
6' POOL SHELL
FIG. 3
TYPICAL BOND BEAM
CONSTRUCTION
BRICK, FILLED BLOCK, T MIN.
OR POURED CONCRETE 8"
MAXIMUM
24"
j x
" x�k.-�k "
4<
12"
BACKFILLED DIRT
10"
REBAR NO 4, ON 2' O C.
EACH WAY
II' 3" THICK COMPACTED
1 ki
SAND (TYPICAL)
4" MIN THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY
AND OR 1/2" CLEAN GRAVEL
FIBERGLASS
POOL SHELL
BRICK OR NATURAL
STONE DECK
Length, width and depth may vary up to 3% - all
dimensions are to outside edge of coping, measured
from parallel lines
FIG. 2
CONCRETE DECK
WITH BRICK OR STONE
6"X6" - W1.4 X W1.4
3' MIN. WIRE MESH OR
REBAR NO 3, ON 2' O. C.
EACH WAY
i I^III—� I FOR CLAY
1/4" GALVANIZED (ADOBE)
CHAIN SOIL ONLY
3" THICK COMPACTED
SAND (TYPICAL)
4" MIN THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY
SAND OR 1/2" CLEAN GRAVEL
FIBERGLASS
POOL SHELL
FIG. 4
TYPICAL ABOVE GROUND INSTALLATION
I
MAXIMUM
191/2" MOUND DIRT OPTIONAL
WOOD DECK
% AROUND POOL
APPROX 6"
�6"k
Reviewed by:
Columbia Research & Testing
10140 Starr Road, P.O. Box 933
Windsor, CA 95492
Phone 707-495-0420
IAS and ICC/ES Approved Testing Laboratory
Seal:
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TRINIDAD - TND
19,300 gal- approx.
40,
ISLAND BREEZE II- N
22,000 gal approx
CARIBBEAN - MR
17.000 gal approx.
30' 1
4 1
io
SANTA BARBARA - IRS
12,500 gal approx
FIJI - FJI
12,000 gal. approx
GULF COAST - GC
19,600 gal approx
MEDITERRANEAN - BP
17.000 gal approx
n 3..7.E
GULF SHORES - GS
15,000 gal approx
rs
1_7L01:0 - -
n 3'-7"
ST.THOMAS -L
13,700 gal approx.
� 3. 7,.
LAKE SHORE - CD
15,000 gal approx
Monaco - AT
21,000 Gal Approx
CANCUN - CC
14,000 gal. approx.
Ln 3 7.
MONTEGO - MT
12,400 gal approx
3' 7
TRITON - TN
13,500 gal approx.
27'-7" -
0
VALENCIA - ST
10,000 gal approx
OCEAN BREEZE - OB
18,900 gal. approx.
SEA BREEZE - K
16,000 gal. approx.
LAGUNA DELUXE - LGX
9,000 gal- approx.
Reviewed by:
Columbia Research & Testing
10140 Starr Road, P.O. Box 933
Windsor, CA 95492
Phone 707-495-0420
IAS and ICC/ES Approved Testing Laboratory
Seal:
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* EXP.12/31119
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40'
26'
2v ty
iv
POSEIDON - PS CHESAPEAKE -CP FREEPORT-FP BERMUDA-AL
17,500 gal approx 10,500 gal approx 6,000 gal. approx 7,000 al. approx.
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ST. LUCIA - CM MALIBU - CRUD 2,500 gal approx
3 o T 6,000 gal. approx 4,400 Gal Approx
Cc ACAPULCO - AC
J E 16,700 gal approx
20' 30'
AVAILABLE TO 39'
IN LENGTH
0
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in
CLEARWATER - SP
3,600 gal approx LAGUNA - LG
10,000 gal approx. 3'-5"
PANAMA I - BL
Gallons Vary
AVAILABLE TO 45'
16'
30' IN LENGTH
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Columbia Research & Testing
3' 4" 10140 Starr Road, P O Box 933
Windsor, CA 95492
to MAUI - MTK Phone 707-495-0420
r v 2,300 gal approx IAS and ICC/ES Approved Testing Laboratory
Z PANAMA II - BL Seal:
ROCKPORT - RP Gallons Vary
12,800 gal. approx.
42' 0'-2" flFE 1
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N N KINGSTON - AP Oceania - BHGI
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KEY WEST - BFF
9,000 gal. approx.
i-
3_sr
CAMBRIDGE - LN
18,000 gal. approx.
Aruba - ARU
5,200 Gal Approx
24'-10"
0
3' 8"
rBAJA
- SFF
9,000 gal approx.
CARMEL - FF
12,000 gal approx
38'
3 0
Barcelona - BAR
18,500 gal approx
35'
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3' �" 6' }6" 3' ;6" 5 $„
OLYMPIA - FR16 EMPRESS - FR12
15,250 gal. approx. 7,600 gal approx
Coronado - BHBI
13,000 Gal Approx.
30' -
It
3-6"
6'
Majesty - FR14
11,200 gal approx
DELRAY - B
8,100 gal approx.
JAMAICA - LD
3,750 gal. approx.
CLAREMONT -V
11,700 Gal Approx.
35'
(
I
6'-6r' 3' 4'-3" I
CANCUN DELUXE- CCX
11,500 gal approx
- 16' --1,
O
I
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4 MILAN- CTL
2,450 gal approx.
Reviewed by:
Columbia Research & Testing
10140 Starr Road, P.O. Box 933
Windsor, CA 95492
Phone 707-495-0420
IAS and ICC/ES Approved Testing Laboratory
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PLACID - BOS
475 Gal. Approx
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ROYAL - RY
600 Gal Approx
a
C7
10,
'i
C7
REGAL-RG
600 Gal Approx
7'-6"
I
C7
TAHOE - LOS
450 Gal. Approx
SUPERIOR - CS
700 Gal Approx
SHASTA-LRS
420 Gal. Approx.
MYSTIC - M
550 Gal. Approx
PLACID SPILLWAY- BOSSW ROYAL SPILLWAY- RSW REGAL SPILLWAY- RGSW TAHOE SPILLWAY- LOSSW SUPERIOR SPILLWAY- CSSW SHASTA SPILLWAY - LRSSW MYSIC SPILLWAY- MSW
475 Gal. Approx 600 Gal Approx 600 Gal Approx 450 Gal Approx. 700 Gal Approx. 420 Gal. Approx 550 Gal. Approx
L
SEMI CIRCLE TANNING LEDGE - TSCT
400 Gal Approx
10'-7"
6'-10"
f
L_
10"
HERMOSA - VFTL
200 Gal Approx
u�llu n7c
POOL-HZE POOL-HZDXS
3,600 gal approx 2,800 gal. approx
L
iYJ
RECTANGLE TANNING LEDGE - RTL
400 Gal Approx
Reviewed by:
Columbia Research & Testing
10140 Starr Road, P.O. Box 933
Windsor, CA 95492
Phone 707-495-0420
AS and ICC/ES Approved Testing Laboratory
Seal:
C 2442d ��
* EXP, 12/31119 *
ci'j, CIVIL 4P
�TFOFCALLF��I
MAY 17 2019
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- 90° ELBOWS
VENT COVER MAY
BE GUTTER DRAIN
1}2"0 VENT
ATMOSPHERIC VENT PIPE LENGTH
MINIMUM = 16' MAXIMUM = 30'
DEBRIS REMOVAL SYSTEM
SUCTION OUTLETS IN SERIES
2ND DRAIN
(SUCTION OUTLET)
OR EQUAL TO
ULATION LINE
(OPTIONAL) DEBRIS
CONTAINMENT
WATER LINE
FLOOR DRAIN
(SUCTION OUTLET)
1 B" MIN
24" MAX
"OR LARGER
CIRCULATION LINE
GENERALNOTES
1. THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS.
2, CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2O16 CALIFORNIA BUILDING CODE.
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED.
4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME- Al 12,19.8-2007 AND DRAIN COVERS MEET THE
REQUIREMENTS OF ANSI/ASME At 12.19.8-2007 FOR ANTI -HAIR AND BODY ENTRAPMENT AND 2013 ANSI/APSP/ICC-7 SUCTION ENTRAPMENT
AVOIDANCE.
5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND
MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON
FILE WITH THE BUILDING DEPARTMENT.
6. ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH.
7. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES
OF MERCURY IN 3 SECONDS
8. MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM
9. AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN.
N (COVER MUST COMPLY WITH I
ANSI/ASME A112 TD 9" J
0 SUCTION OUTLET
E(MAIN DRAIN)
co p
o r #E e
j U ' �qti rT
AXIMUM DISTANCE
i" `0 TO VENT TEE
M> W SUCTION OUTLET 2. 0 CONNECTION = 1'
(MAIN DRAIN) fi
E m
� ALL SUCTION
a '« PIPING 2"0
p ALL VENT p• 0
O PIPING Icc
30�
0
m N
J EO NOTES:
fie"U
ALTERNATIVE SUCTION OUTLETS SYSTEM
MAY INCLUDE 1 ON THE BOTTOM AND ONE ON
OPTIONAL ATMOSPN£R1G VENT THE VERTICAL WALL OR ONE EACH ON
vENr TO AtmosPHERE 90 VENT TWO (2) SEPARATE VERTICAL WALLS
WILL NOT BE BLOCKED BY DEBRIS,
INSECT INFESTATION, OR
MICROBIOLOGICAL CONTAMINATION
j VENT COVER MAY BE GUTTER
/ DRAIN SUCH AS HAYWARD
MODEL SP-1019
A2 90' ELBOWS
2" MIN
FINISHED GRADE
%"0 VENT LINE��
DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM HT,
TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE
SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
STANDARD NOTES:
1 USE 2" SCHEDULE 40 PIPE
2 DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE
3 CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS
MORE THAN 18" ABOVE WATER LINE
4 KEEP VALVES WITHIN S' OF THE PUMP AND/OR FILTER
OUT TO OPTIONAL WATER FEATURE(S) OR SPA
LEGEND
)�
FIBER OPTIC LIGHT
T-JOINT
SKIMMER
3" MAIN DRAIN
3-WAY VALVE
>���
RETURN
PLUMBING
� \\T
<,�fJ/pJJ
SPILLOVER
Reviewed by:
Columbia Research & Testing
10140 Starr Road, P O Box 933
Windsor, CA 95492
Phone 707-495-0420
IAS and ICC/ES Approved Testing Laboratory
Seal:
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II, EXI 12131119
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