05-4958 (RPL)P.O. BOX 1504
78495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
T4'!t 4 4& Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-701 P
INSPECTIONS (760) 777-7153
Application Number: �-0'5=000-049 5 8: Owner:
Property Address: 43653 PARKWAY ESPLANADE E STOKER
APN: 609-600-046- - n 43-653 PARKWAY ESPLANADE EAST
Application description: POOL -,RESIDENTIAL rJ /al LA QUINTA, .CA
Property Zoning: LOW DENSITY RESIDENTIAL �l LA QUINTA, CA 92253
Application valuation: 20000®V 9
O '9 L®®5 Contractor:
Applicant:. Architect or Engineer: C17Y ,,, FPD SERVICES INC
FJ�� LAO) WCC: WCC: EXEMPT
�bepr WC: EXEMPT. 05/31/06
CSLB: 820132 .05/31/07
-----------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perju that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the B si ess and Profe C, and my License is in full force and effect.
License Class: i c e No.:
/Date: `, U Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury th t 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.).
(_ 1 I, asowner 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 fortheprojects withacontractor(s) licensed -
pursuant to the Contractors' State License Law.).
I—) 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
.Date: 11/07/05
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
1 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
iss
I' haveve 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 C53 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 shy become subject to the workers' compensation provisions of Section
,,,//f ))) 3700 of the Labor C de, I shall forthwithMN1h those provisions.
Date Applicant:
WARNING: FAILURE TO SECURE WOR RS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL ENALTIES 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 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 thisapplication 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 abo%e information is correct.( ree to comply with all
city and county ordinances and state laws relating to buildiJ�g construction, an er by u orize representatives
of this cou ty to enter upon the above-mentioned propert �or inspection purp
�"' Signature (Applicant or Agent):
Application Number 05-00004958
Permit BLDG POOL PERMIT
Additional desc .
Permit Fee . . 207.00 Plan Check
Fee
134.55
Issue Date Valuation
. . .
. 20000
Expiration Date 5/06/06
Qty Unit Charge Per
Extension
BASE FEE -
45.00
18.00 9.0000 THOU' BLDG.2,001-25,00.0
>.
162.00
Permit MECH POOL
Additional desc
Permit Fee 26.00 Plan Check
Fee
6.50
Issue Date Valuation
. . .
0
Expiration Date.. 5/06/06
.
Qty. Unit Charge Per
Extension
r 'BASE FEE
15.00
1.00 11.0000 EA MECH FURNACE.>100K
-----------------------------------------------------------------------------
11.00
Permit . . . ELEC POOL PERMIT -RES
Additional desc .
Permit Fee 45.00 Plan Check
Fee
11.25
Issue Date Valuation
0
Expiration Date 5/06/06
Qty Unit Charge Per
Extension
-BASE FEE
15.00
' 1.00 30.0000 EA ELEC PRIVATE SWIMMING
POOL
30.00
Permit . . . PLUMBING
Additional desc .
Permit Fee . . . . 33.00 Plan Check
Fee
8.25
Issue Date Valuation
. . .
. 0
Expiration Date 5/06/06
Qty Unit.Charge Per
Extension
BASE FEE.
15.00
2.00 6.0000 -EA PLB FIXTURE
12.00
i.00 3'.0000 BA YLIi WA•1•EX 1NS'1'/ALT/XEY
3.UU,
1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS
3.00.
Special.Notes and Comments -
FIBERGLASS POOL & SPA ONLY:
..
'
LQPERMIT
Application Number 05700004958
Special'Notes and Comments
ALARMS/BARRIERS SHALL BE IN'PLACE PRIOR
TO PRE -PLASTER INSPECTION. EQUIPMENT
ENCLOSURE NOT INCLUDED IN PERMIT.
Fee summary Charged Paid. Credited Due
Permit Fee Total 311.00 ' 00 .00 311.00
Plan Check.Total 160.55 .00 .00 160.55
Grand Total 471.55 .00 .00 471.55
Total Permi- Fees
Bin #
City of La Quinta
Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking .Sheet
Permit #
f!$ y
Project Address: !'� �- ��
A: P. Number:
Legal Description:
Contractor: p ,� t
Address: ut z L G-5 Ewa. �r rL�y�
City,ST,Zip: t2o7 CP._ Baas 3
Telephone: (eco. Say .-) 4j �(U _ •-
Owner's Name:
Address:
City, ST, Zip: LA CA G322 �`3
Telephone: 3Ld"S 7tt43 !°
Project Description:
State Lic. # : a•o l3
City Lic. #:
Arch., Engr., Designer:
Address:
Construction. Type: Otcu anc :
P Y
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person:
Project type (circle one): New Add'• Alter Repair Demo
Sq. Ft::# Stories: #Units:
Estimated Value of Project: -2-0 � •Oao,--
Telephone # of Contact Person:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING .
l?ERMIT FEES
Plan Sets
Plan Check submitted
Item
Plan Check Deposit .
Plan Check Valance
Amount
Structural Calcs.
Reviewed, ready for corrections
Truss Calcs.
Called Contact Person
Energy Cates.
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
S.M.I.
Grant Deed
Plans picked up
H.O.A. Approval
Plans resubmitted
Grading
Developer Impact Fee
A.I.P.P.
IN HOUSE:-
''" Review, ready for corrections/issue
Planning Approval
Called Contact Person
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permi- Fees
PRFPAR b BY:
FIBERGLASS POOLS of the DESERT
7434,
o
44-267 MONTEREY AVE 5TE C EXISTING BLOCKW'
PALM DESERT, CA. 922GO ON .L.
7GO.324.794G. fax 760.773; 2778
NOTES:
I . All doors from house with access to the pool�j
shall be equipped with an audible alarm: :. :. . .:.:.: . : = i 41
PL+AI E'ER
I hall be self , . . . . . . .
2. All gates with access to the poo s _ . . . . . . . .
closing, self latching, and open out. !
3. 5ee:ICB0report #PFC-3608 �' �• �' l! J��
REGAL
.` '�.'.'.'.'. (' f 10'5PA 3 7"
��
CARRIBEAN �)
G'x40 J
' GRA55.'.
.'.'.'.'. r
{
1,225 sq.ft. PATIO I
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EL
l Z
5H•, ( _ N�
m p PLANTER ( GATE 3
m �[
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1
. - I to
CITY OF LA QUIN ;
1 BUILDING & SAFETY DE .I
" APPROVED
EX15TING HOU5E FOR CONSTRUCTIONUT
°o
II t DA Ail.'oS By TiM
MR
z.
A NEW FIBERGLASS POOL 5PATOR: M I\ -MR5— JA50N 5TO KE I\ 1 , SnEEM
436.53 Parkwa Es lanade East, La Quinta, Ca. 9,22,53
on this job. Any changes to this
CITY OF LA QUINTA SUB -CONTRACT LIST
PERMIT NUMBER e: r— `197f OWNER . BUILDER
job widthe Buildina InsDection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work.
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" isnot an acceptable response.
Trade/ Classification
Contractor .. �;�
> ::«:::::.::;::: �:::State;:Contractor.s. cerise . : ......;:
- Com a sat�onansuiance`:..:"' : '`:
•'�... � Workers-.. n
Cit .Business License:::. .
y
Company Name
Classification
(e.g. A, B, C-8)
License Number
(xxxxxx)
Exp. Date
(xx/xx/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)001
CONCRETE (C-8)
Unc.t,r, � n�
V C!
T/ Y
S��! D i0
C�t-,
A 6
:s3o Y
10.11 /o
FRAMING :(C-5)
Sikt)CT: `STEEL- (6-5.1)-
C-51)MASONRY
(C-29)
MASONRY-(C-29)
PLUMBING (C-36)'
LATH; PLASTER (C-3.5)
DRYWALL (C-9)..:.
HVAC. (C-20)
ELECTRICAL. (CA 0)':.
ROOFING
SHEET METAL (C-43)..
FLOORING (C'=:15);
GLAZING (C-17)`'
INSULATION(C-2) .
SEWAGE . SP (C-42)
PAINTING (C=33)
CERAMIC TILE (C-54)
CABINETS (0-6)
FENCING (C-13)
LANDSCAPING (C=27)..":-
POOL (C-53)
`11�K �`IL C :� ✓� 5�2�1 c. 1.�n
n
1, �3
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LEGACY REPORT
PFC-3608
Reissued January 1, 2004
ICC Evaluation Service, Inc. swRegforei Offim a WW Waftw.14 Road, Whbw. California WWI ■ (562) 6990543
W W W.ICC-@S.Or Pagional Office • 900 MonWw Raad, Sul a A, Brrmrtgham, Alabarr a 35213 ■ (205) 5939800
9 Regional Office a 4051 West Flossrnoor Road, Country Chub H11s, firh= 60478 ■ (708) 7932305
Legacy report on the 1997 Uniform Building CodeTm
DIVISION: 13—SPECIAL CONSTRUCTION
Section: 13150–swimming Pools
FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS
VIKING POOLS, INC.
POST OFFICE BOX 96
WILLIAMS, CALIFORNIA 95987
1.0 SUBJECT
Fiberglass One-piece Swimming Pools and Spas.
2.0 DESCRIPTION
2.1 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/, inch (6.4
mm) thick, composed of isophtalic resin, vinyl ester resin,
fiberglass, and ceramic. The surface finish is a neo pentyl
glycol gel coat Viking Pools produces various styles of
swimming pools and spas. When installed in accordance with
this evaluation report, the pools and spas comply with
applicable requirements of the following codes:
• 2000 International Building Code® (IBC)
• 1997 Uniform Building CodeTM (UBC)
• BOW National Building Code/1999 (BNBC)
• 1999 Standard Building Code® (SBC)
• 2000 International Plumbing Code® (IPC)
• 2000 IAPMO Uniform Plumbing Code (UPC)'
The overall pool dimensions, depths and capacities are
shown in Table 1. For mini -pools, see Table 2; for spas, see
Table 3. 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 4 can be placed up to 19%
inches (49.5 mm) above ground. Vertical supports consisting
of 1 -inch -by -1'/Z inch -by -36 -inch -long (25 mm by 38 mm by
914 mm), Douglas fir, No. 2 wood members encapsulated in
the FRP process at4'/rfoot (1372 mm) intervals are required.
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 Pool dealer's name, address and
telephone number.
2.2 Installation:
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 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 expansive or adobe -type soils.
4. The existence of any soil types with an angle of repose
that will not support the walls of the excavation at desired
slopes.
5. Dangerto adjacent structures posed bythe proposed pool
or spa location.
6. The existence of any cracks oropenings in soil that would
not confine sand bedding.
If any of the conditions above is encountered, excavation
must cease immediately. The specified conditions at the site
must then be reviewed and recommendations made by the
RDP. The building official must approve the RDP's report
before work is continued.
The pool or spa excavation profile must coincide with the
contours of the pool. The overexcavation is approximately 6
'The Unifom► Plumbing Code and IGC -2000 are copyrighted publications of the International Association of Plumbing and Mechanical
Officials, 5001 East Philadelphia Street, Ontario, California 91761.
ICC -ES legacy reports are not to be construed as representing amtheam or arty other attribrdes not specJtcd1x addrecsed nor are they to be construed as
I endorsemaw ofthe subject of the report or a recommendation for its use. There is. Kmrmuy by ICC Evahmtion Service, Inc., espress or bnplW as to
any fm&T or other matter in this report, or as to any product covered by the report
Copyright 0 2004 Page 1 of 6
-Page 2 of 6 PFC-3608
to 12 inches (152 to 305 mm) on the,sides�and ends. The
overexcavation at the pool bottom is approximately 4 to 8
inches (102 to 203 mm). The backfill for the pool or spa
bottom is a layer of 3 -inch -thick (76 mm) 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 or excavator. A
properly placed pool or spa must sit firmly on the sand and be
within 1 inch (25 mm) 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 through
4:
1. Cantilevered concrete decks are constructed as noted in
Figure 2 in all cases.
2. Cantilevered decks are constructed with brick or stone as
noted Figure 3 in all cases.
3. Noncantilevered concrete decks are constructed as noted
in Figure 1 in all cases.
4. Raised bond beams are constructed as noted in Figure 4
in all cases. ,
5. Aboveground installations are constructed as noted in
Figure 5 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 I, of the UBC or Section 3109.4 of the
IBC.
2.3 BNBC:
Viking pools and spas may be used as public swimming pools
or private swimming pools, in connection with Group R-3
Occupancies only. In addition to other requirements in this
report, swimming pools used under the BNBC must satisfy
the following items:
2.3.1 Location: Swimming pool and spa walls shall maintain
distances from property lines required in Section 421.4 of the
BNBC.
2.3.2 Construction: Requirements in Section 421.5 of the
BNBC, concerning slopes, cleaning devices, walkways, steps
and ladders, must be observed.
2.3.3 Water Supply: The water supply and drainage must
comply with Section 421.6 of the BNBC.
2.3.4 Barriers: Barriers for private swimming pools must
comply with requirements in Section 421.10 of the BNBC.
2.3.5 Diving Boards: Diving board distances and water
depths must comply with Section 421.11 of the BNBC.
2.4 Identification:
Viking pools and spas are id'antified by the following
information imprinted on the top step of the pool or spa:
manufacturer's name (Viking Pools, Inc., Viking Pools
Central, or Viking Pools Northeas-) and address, pool or spa
model designation, a coded serial number and the evaluation
report number (PFC-3608).
The units also bear the label of the quality control agency,
Columbia Research & Testing Corporation (AA -527).
3.0 EVIDENCE SUBMITTED
Plans, fabrication and installation data, calculations and a
quality control manual.
4.0 FINDINGS
Thatthe Fiberglass One-piece Swimming Pools and Spas
comply with the 2000 International Building Code® (IBC),
the 1997 Un/form Building CodeTM (UBC), the 1999
Standard Building Codem, the BOCO National Building
Code/1999 (BNBC), the 2000 International Plumbing
Code®, and the 2000 IAPMO Uniform Plumbing Code,
subject to the following conditions:
4.1 The construction and poolispa installation comply
with this report and the manufacturer's instructions.
4.2 Electrical and plumbing installation comply with the
respective codes in effect at the construction site.
4.3 The pools and spas are installed by trained dealers,
agents orcustomers apprcved by Viking Pools, Inc.,
Viking Pools Central, or Viking Pools Northeast.
4.4 Clearances from slopes are observed as set forth in
Section 1806.5.4 of the UBC, Section 1805.3.3 of the
IBC or Sections 421.4 and 421.5 of the BNBC.
4.5 The pools and spas produced by Viking Pools
Northeast, Inc.,176 Viking Drive Industrial Park, Jane
Lew, West Virginia; Viking Fools Central, Inc., 10600
West Interstate 20 East, Midland, Texas; and Viking
Pools, Inc., 121 Crawford Road, Williams, California,
are manufactured under a quality control program
with Inspections by Columbia Research & Testing
Corporation (AAv27).
This report Is subject to re-examination in two years.
Page 3 of 6 PFC-3608
' Y
TABLE 1 -POOLS
SERIES
LENGTH (fL4n.)
WIDTH (fL4n.)
Deep End (fL4n.)
DEPTH
. Shallow End (R 4n.)
CAPACITY (gat.)
L
31-6
14-0
7-0
3-6
13,700
N
37-0
15-0
83
35
20,000
B
25-2
11-10
4-6
Uniform deptfo
8,100
K
34-0
15-0
8-3
35
16,000
MK
28-0
14-0
15-10
3.6
10,000
BL
40-0
11-10
4-0
Uniform dept:
14,000
BFF
25-7
12-0
6-0
35
9.000
FF
30-0
14-0
6-0
3-6
12,000
BKD
24-0
12-0
5-0
35
6,000
SL
39-0
7-6
4-0
Untfonn depth
6,500
BP
38-0
16-0
60
35
17,000
SFF
24-0
12-0
6-0
35
9,000
RS
30-0
14-0
6.6
35
12,500
GC
40-0
16-0
8-0
3.6
19,600
GS
35-0
160
5-10
3-6
15,000
RP
31-0
14-0
5-10
3.6
12,800
FP
25-0
12-0
55
3-6
6,000
CD
33-0
16-0
5.6
3-0
15,000
BPD
38-0
16-0
8-0
3F
20,000
CP
31-0
12-0
5-0.
3-6.
10,500
MT
35-0
14-0
55
35
12,400
AC
39-0
16-0
6-0
3.6
16,700
OB
40-0
160
5$
3-6
18,900
BN
40-0
16-0
8-0
3-6
22,000
TN
30-0
14-0
6-0
3-7
13,500
PS
40-0
16-0
7-0
3.6
23,000
LG
30-0
14-0
6-0
35
14,800
CC
35-0
16-0
6.6
3.6
15,000
AL
24-0
12-0
5-0
3.6
7,000
CL
30-0
12-0
6-0
3-6
10,000
MN
24-0
12-0
5-0
1 3.6
7,000
CY
30-0
14-0
6-0
3.6
12,500
BR
35-0
16-0
66
3-6
16,000
MR
40-0
16-0
1 8-0
3-0
22.000
For Sh 1 inch = 25.4 mm, 1 foot = 305 mm, 1 gallon = 3.785 L
-Page 4 of 6 PFC-3608
TABLE 2—MINI POOLS
SERIES
LENGTH (fL4n.)
WIDTH (fL4n.)
Deep End (fL4n.)
DEPTH
Shallow End (fL4n.)
CAPACRY (gal.)
SP
20-0
11-0
5-0
35
3,600
SK
20-0
10-0
5-0
35
2,750
MP
14.6
8 6
4-0
Uniform depth
2,500
MFF
14-0
8-0
4-0
Uniform depth
2,100
MLL
15-10
85
4-0
Uniform depth
2,200
MTK
16-0
95
4-0
3-0
2.300
HL
22-0
7-6
4-0
Uniform depth
3,500
WGA
18-0
8.6
6-0
Uniform depth
4,500
WGB
18-0
8.8
6-0
5.6
4,300
WGC
18-0
8-6
58
Untforn depth
4,050
WGD
18-0
8.6
55
5-0
3,850
WGE
18-0
85
5-0
Untforn depth
3,600
WGF
18-0
8.6
5-0
4.6
3,400
WGG
9-0
85
45
Uniform depth
1,200
WGH
9-0
86
5-0
Unfforn depth
1,350
WGDXL
21-0
9$
4-0
Uniform depth
3,000
WGDLXS
18-0
88
5-0
Uniform depth
2,800
rvr 01; 1 HtM = ZDA MM, 1 row = 8W mm, 19MIOn = I.JW L.
TABLE 3—SPAS
SERIES
SHAPE
WIDTH OR DIAMETER
(fL4n.)
DEPTH
(fL4n.)
CAPACITY
(gal.)
RS
Round
5-8
3-0
275
RSSW
Round
5.8
3-0
275
RSSP
Round
5-0
15
150
OS
Octagonal
6-0
3-0
375
OSSW
Octagonal
6-0
3-0
375
OSSP
Octagonal
6-0
1-6
125
SS
Square.
65
3-0
295
WSW
Square
6.6
3-0
295
SSSP
Square
65
1.6
150
LOS
Octagonal
7-6
3-0
450
LOSSW
OCtagonal
75
3-0
450
LOSSP
Octagonal
7-0
1$
220
LRS
Round
7-0
3-0
420
LRSSW
Round
7-0
3-0
420
LRSSP
Round
7-0
1-6
180
BOS
Octagonal
8-0
3-0
475
BOSSW
Octagonal
80
3-0
475
BOSSP
Octagonal
8-0
15
270
CS
Octagonal
8-0 x 12-0
3-0
700
CSSW
Octagonal
8-0 x 12-0
3-0
700
CSSP
Octagonal
8-0 x 12-0
1-0
430
RG
Freeform
8-0-11-0
34
600
RGSW
Freeform
8-0 x 11-0
34
600
RGSP
Freeform
8-0 x 11-0
15
470
RY
Rectangle
8-0 x 10-0
3.4
600
RYSW
Rectangle
8-0 x 10-0
34
600
RYSP
Rectangle
811 x 10-0
15
330
M
Round
10-0
3.4
550
MSW
Round
10-0
3-4
550
MSP
Round
10-0
1-6
325
CB
Kidney
8-0 x 10-0
34
525
CBM
Kidney
8-0 x 10-0
3.4
525
CBSP
Kidney
8-0 x 10-0
1 6
275
LCs
Reciangle
85 x 17-0
3-0
1,840
.,..>,.. 1 111M1 — 4— 111111, 1 IwL — W mm, i gumn = o. too L
-Page 5 of 6 PFC3608
TABLE 4 --ABOVEGROUND (10, INCHES MAXIMUM ABOVE GRADE)
For S1: I Incn = ZOA mm.
6'X6' - WL4 X WL4
POOLS
VIRE MESH OR
3' ntiN
SPAS
REBAR NO. 3. Q 7 - 0-
B
MFF
SK
RS
LOS
CS
M
BFF
MK
SL
RSSW
LOSSW
CSSW
MSW
BKD
MLL
SP
RSSP
LOSSP
CSSP
MSP
FP
MP
AL
OS
LRS
RG
CB
HL
MTK
MN
OSSW
LRSSW
RGSW
WSW
WGA
WGB
WGC
OSSP
LRSSP
RGSP
CBSP
WGD
WGE
WGF
SS
BOS
RY
LCS
WGG
WISH
WGDXL
WSW
BOSSW
RYSW
WGDXLS
SSSP
BOSSP
RYSP
For S1: I Incn = ZOA mm.
6'X6' - WL4 X WL4
6•X6' - VL4 X WIA
I 3— VIRE MESH
REHAR NO. 3,@Z-0-
EACH WAY.
ROPEDys•�I• FOR CLAY (ADOBE)
T SOIL ONLY.
tT _
IT
� � 1
FOR CLAY
(ADOBE)
3' THICK COMPACTED SOIL ONLY.
SAND (TYPICAL)
4' MDL THICK COMPACTED
GRAVEL FOR CIAY
(ADOBE) SOIL GVLY.
SAND
PIBERGLASS
OOL SHELL ..
�a Y
FIGURE 2—TYPICAL CANTILEVER CONCRETE DECK
VIRE MESH OR
3' ntiN
REBAR NO. 3. Q 7 - 0-
EACH WAY.
SLOPED 14'-I' 91
J/1
FOR CLAY (ADOBE)
SOIL ONLY.
tr
tQ•
1
FOR CLAY
(ADOBE)
SOIL ONLY.
3• TMCK COMPACTED
SAND tTYPICAL)
4' MIN. THICK COMPACTED
GRAVEL FOR CLAY
(AD: SOIL ONLY.
SAND
r FIBERGLASS
POOL SHELL
ar
FIGURE 1—TYPICAL CONCRETE DECK
6•X6' - VL4 X WIA
I 3— VIRE MESH
REHAR NO. 3,@Z-0-
EACH WAY.
ROPEDys•�I• FOR CLAY (ADOBE)
T SOIL ONLY.
tT _
IT
� � 1
FOR CLAY
(ADOBE)
3' THICK COMPACTED SOIL ONLY.
SAND (TYPICAL)
4' MDL THICK COMPACTED
GRAVEL FOR CIAY
(ADOBE) SOIL GVLY.
SAND
PIBERGLASS
OOL SHELL ..
�a Y
FIGURE 2—TYPICAL CANTILEVER CONCRETE DECK
"Page 6 of 6
PFC-3608
.
6'X6' - VI.4 X VI.4R
1 t
BRICK
VIRE MESH OR
POURED CDt:.00X,
e^
OR NATURAL
Ttat(
REBAR NO. 3.@T -O'
BACKFtLLED DIRT
STONE DECK
EACH WAY.
,.
SLOPED 1/4'-1' v
FUR CLAY (ADOBE)
SOIL ONLY.
•J:,
4L1XMul •:
WIRE MESH OR VIA
tc
�' . 4
REBAR HM 3.f@Y-0'
. �T
,•
EACH WA.
1
1
FOR CLAY (ADOSO
. y�
1/1'el• SOI. M&Y.
FOR CLAY
(AMBE)
SOIL ONLY.
.
,r
3' THICK COMPACTED
SAND (TYPICAL)
'
4' MD(. THICK COMPACTED
GRAVEL FOR CLAY
3' IN= COMPACTED
(ADOBE) SOIL ONLY.
SAND (TYPICAL)
'
4' HIM THICK COKPACTED
SAND
GRAVEL FDR CLAY
—
o
FIBERGLASS
(ADORE) SM ONLY.
POOL SHELL
,C
SAND
II
FIBERGLASS
POOL SMELL
II�
FIGURE 3 --CONCRETE DECK WITH BRICK OR STONE
FIGURE 4—TYPICAL BOND BEAM CONSTRUCTION
t
MAXIMUM
MOND DIRT
19lllr
ARUD PML DD�DO
-
�
K
APPROX, 6'
�{ 6•
FIGURE S—TYPICAL ABOVE GROUND INSTALLATION