0310-322 (RPL),17
LICENSED CONTRACTOR 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
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
,,- 820132 B C53 ; j 5/31/2(
V_Date i Signature of Contractor
I
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
` License Law for the following reason:
( ) 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 & Professionals Code). I
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section B&P.C. for this reason
Date Signature of Owner
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 & policy' no. are:
Carver MEMPT Policy No.
(This ~section need not be completed if the permit valuation is for $100.00 or less).
(.-rl 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 -.7. f
Date:' Applicant"I -- T- `
f
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $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.
IMPORTANT. Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set- forth on his
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 applicaton agrees to, & shall, indemni
& hold harmless the City of La Quinta, its officers, agents and employee
2. Any permit issued as a result of this application becomes null and void' D
work is not commenced within 180 days from date of issuance of su
permit, or cessation of work for 180 days will subject permit to cancellatio
I certify that I have read this application and state that the above informationLn' correct. I agree to comply with all City, and State laws relating to the buildi
construction, and hereby authorize representatives of this City to enter up
the above-mentioned property for inspection• purposes. Y
s.
Date
tSlgnature (Owner/Agent)
V
-. 'BUILDINGS"PERMIT PERMI
T .32
DATE VALUATION LOT. TRACT
o
oS1(10.(Fi)
JOB SITE r
APN
ADDRESS 79X5441' ON UM-GGLOIZY Cf. 'C
OWNER
CONTRACTOR/DESIGNER EN INEER
N�O'D4JAMELAJ10SO.
yPD71VS
7 d77..K8�0R1�i.tN 44' /�•:�J �y1 L 4( . . ..
$-2 8/0TUDEN, ii -O I.T
:RM+
�A ?i i 3TA CA 92233
rN; to • CA 92201
(760)324.794£ CBL# 3613
USE OF PERMIT
POOL AWD/OR RPA
RLirli FIBEPMASS SPA ONLY PER PIAC•3609.aA.LAId.Te+7SMAR)ZIER.S SHALL
k1� IN PLA -Cls; PRIOR TO FILLNIOVITH WATEER
POOL ANIVOR SPA L,a
ESTMAT D COST 03Y CONSMUC• -ON
P72MU LF moi: 9UMMA12Y
PLAN C IT.CK l+UI 101.000-439.318 WIN
CK.?NS'L'I UC;TION FFE 101-06"16-D30 $72.00
MECHANICAL ME -- POOL 101-000-421.000 $24.00
XL1~CTRII:,AL T9S •- POOL 101-000-420-000 $45.00 '
PIATIA TWO Fg); -= POOL* _ 101-000-419:-000 $27,00
SUB. -TOTAL C01 MVUC"T'LPX AND PLM CHECK
$214.60
LESS PRE-PAIDnW :
$0,00
•Jk �,.F'l..F1W .0 R..f{.1.Y9 D., Jrt ..s7. CAA•. S'i W 9w
$214,90
NOV 0 4 2003
CITY OF LA QUINTA
FINANCE DEPT. ;
RECEIPT
DATE> ' 7
/°$!/
BY
DATE FINALED
INSPECTOR r
`^
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
O.K to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior lath
Drywall - Int. Lath
Final
Final
POOLS - SPAS
BLOCKWALL APPROVALS
Steel
Set Backs
Electric Bond J
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS'
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
e a ,0.5 a
A :NEIN FIBERGLASS Sf�A FOR: iY� • Rod, 4aSHEET,
x T 78544 Morning Glory Gourt - .
La Ouinto, GA 82253
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A :NEIN FIBERGLASS Sf�A FOR: iY� • Rod, 4aSHEET,
x T 78544 Morning Glory Gourt - .
La Ouinto, GA 82253
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A :NEIN FIBERGLASS Sf�A FOR: iY� • Rod, 4aSHEET,
x T 78544 Morning Glory Gourt - .
La Ouinto, GA 82253
�t1UH Ap
IC�C� Evaluation Service, Inc. 4Y the
NalioncredilStandm
American National Standards Institute
1 tee 5360 WORKMAN MILT_ ROAD • WHITTIER, CALIFORNIA 90601-2299
A subsidiary corporation of the International Conference of Building Officials
EVALUATION REPORT PFC-3608
Copyright Q 2000 ICBO Evaluation Service, Inc. Reissued Juste 1, 2000
Fifing Category: SWIMMING POOLS AND SPAS (266)
FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS
ViKII4G POOLS, INC.
POST OFFICE BOX 96
WIL.l_.IAMS, CA.LIfORN1A 95987
1.0 SUBJFCT
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 fiber-
glass reinforced plastic, 1/4 inch (6.4 mm) thick, composed of
isopht:alic resin, vinyl ester resin, fiberglass, and ceramic. The
surface finish is a neo pentyl glycol gel coat. Viking Pools,
Inc., produces various styles of swimming pools and spas.
T•he overall pool dimensions, depths and capacities are
shown in Table 1. For mini -pools, see Table 2; for spas, see
Table 3.
Certain models described in Table 4 can be placed up to
191/2 inches (49,5 mm) above ground, Vertical supports con-
sisting of 1-inch-by1'/2-inch-by-36-inch-long (25 rnm by 38
mrn by 9,14 rrrm) Douglas fir No. 2 wood members encapsu-
lated in the FRP process at 4 -foot 6 -inch (1372 MITI) 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 oaInt that is compatible with the larninate.
The fiberglass has an average tensile strength of 13,308 psi
(91.76 MPa), ultimate compressive strength of 23,400 psi
(161.34 MPa) and flexural strength of 41,976 psi (450.75
MPa). The upper portion of the in -ground pools and spas
is constrained by a concrete -bond bearrl. See Figures 1 and
2 f'or• details. For aboveground models, see Table 4 and Fig-
ure 3.
Al I plumbing and electrical work must comply with the code
currently in effect at the construction site. The pool and spa
must remain full of water at all times. A permanent sign must
be attached to the pumping equipment with the following in-
formation:
Notice.—The pool or spa is designed to remain full of water
at all times. The pool shell may be damaged If the water lev-
el is allowed to drop below the Inlet. When appreciable
draw -dawn Is noticed or if it becomes necessary to drain the
pool or spa, contact Viking Pools, Inc., or its agents for in-
structions.
A permanent label must be installed adjacent to the above
.sign by the manufacturing licensee giving his name, address
and telephone number.
2.2 Installation:
Viking pools and spas may be installed without a soil inves•-
tigatlon by a qualified engineer, subject to the building offi-
cial's approval, provided none of the following conditions are
encountered at the site:
1. The existence of groundwater within depth of the pool or
spa excavation.
2. The existence of an uncompacted fill in cont icl: 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 riot support: the walls of the excavation at desired
slopes.
5. Proposed pool or spa location endangers adjacent struc-
tures.
6. The existence of any cracks or openings in soil that would
not confine sand bedding.
If any condition above is encountered, excavation must
cease immediately. The specified conditions at the site; must
then be reviewed and recommendations made by a qualified
engineer. The building official must approve the engineer's
report before work is continued.
The pool or spa excavation profile muss: c0irx;ide with the
contours of the pool. The overexcavalion is approximately 6
Inches (152 mm) on the sides and 12 inches (305 mm) on the
ends. At the deep end, the pool width is overexcavated from
8 to 24 inches (203 to 610 mm) so the first portion of the back-
fill can be manually adjusted for the initial 12 inches (305 film)
of backfill. The overexcavation near the pool bottom varies
from approximately 3 to 6 inches (76 to 152 min), depending
on soil type. The backfill for the pool or spa bottom is a layer
of bedding sand. This sand layer is compacted using a manu-
al tamper and water. SimUltalleOUS waterfill and sand backfill
operations then commence. The sand is compacted with a
tamper and water. The installer muss ensure that the backfill
level and water level are approximately the same throughout
this procedure. The pools and spas are installed only by facto-
ry trained and approved agents or by franchised installers in
accordance with the requirements of this report.
Decks are prepared as indicated in Figures 1 throLigh 3. De-
tails specifically for installations in expansive, clay, or adobe
soils apply only when supported by the engineer's rec;om-
rnendations and approved by the building official. Forms are
placed around pool or spa perimeters. Where chains occur,
pockets measuring 12 inches (3015 mm) wide and 6 inches
(152 mm) deep are prepared under lbe perimeter excavation
to ensure anchorage. The concrete is placed within 1/4 Inch
(6.4 mm) of coping top and sloped away for drainage.
Cantilevered concrete decks are construr.ted as poled fit
Figure 2. In all cases, when concrete decks are installed, the
I`valuadon reports n jICBO Iirah+otiorr Srrrire, Inc, arc issued siilrl} to prorlrle inforn,ntian to ClossA members oflCB0. tailking the code upon which the, rcpor f
is based. l?oalttafinn repor'!s are not to be construed as representing aesthetics or any other attributes not sperificnlly nddressrd n nr ns nn en dorsenr ent m• rr, rarnrn en -
dation for use of the subject report.
T h!s r•cprny is based ripon inderandeui tests or orhar tia hrrical data strhn,iffed by the applirant. T'lm ICilO F., ala+r[inrr .5'rrrlce, /nc, teeJmiralydn/J'has'review v;d ilii.
tilt results and/ar nth er dafa, lntf fines noipossess trsl.fncilitirs to rnuhe, nn independent verification. There is no innrrnntl hp.lG'Itn L:ratnatimr Sin ice., J„c, ei/eels
or implied, ar to arty "1'itrberg"nr nthrt nu+tler in the report ar• as to un} product Inver ed by tire. repro I. This disclnimrr incdudes_hut is not limited to, merchantahlliry. -
Page 1 or 4
Page 2 of 4 y _ 1 PFC-3608
total depth of the concrete in the chain pockets should mea-
sure 12 inches (305 mrn).
Barriers are required where pools are on premises of Group
R, Division 3, Occupancies. The barriers must comply with
/Appendix Chapter 4, Division I, of the code.
2.3 Identification:
Viking pools are identified by the following information im-
printed on the top step of the pool or spa: Manufacturer's
name, pool or spa model designation, a coded serial number
and evaluation report number.
The aboveground units also bear the label of the quality
control agency, Columbia Research E. Testing Corporation
(/AA --527).
3,0 EVIDENCE SUBMITTED
Plans, fabrication and installation data, calculations and a
quality control manual.
4.0 FINDINGS i
That the Viking Pools, Inc., Fiberglass One, -piece Swim-
ming Pools and Spas comply with the 1997 Uniform
Building Code"', subject to the following conditions:
4.1 The construction and pool spa installation comply
with this report and the manufacturer's instruc-
tions. '
4.2 Electrical and plumbing instaliation comply.with
the respective codes in effect at: the construction
site.
4.3 The pools and spas are installed by factory grained
or licensed installers or agents approved by Viking
Pools, Inc.
4.4 Clearances from slopes as set: forth in Section
1806.5.4 of the code are observed.
4.5 The pools and spas are produced by Viking Pools
at 121 Crawford Road, Williams,: California.. Ele-
vated units have quality control inspections by Co-
lumbia Research & Testing Corporation (AA -527).
This report is subject to re-examination in two years.
TABLE 11 --POOLS
SERIES
LENGTH (ft.•In.)WInTH
DEPTH
(ft.•rn.)- Deep End (rt.4n.) Shallow End (ft. -In.)
-_ --- -_-
i
CAPACITY (pal.)
_-13,700 _- --
--- - - i.. - ----
- . 31-G -
14-0 7-0
3-6
..-
_.._...__.. � _-..._
_ IC
37-2
-• 25-2-
34-0
15-0 —_R-3 _
11-1 0 4-6
I5-0 8 3
LJnifonn drpth
- -- 3-5 - - - --
TM3-5 _
20,000-
-- -
' -_16,000 --
-----
- BK
- 24-0
_
- 11-10 - 4-6
- Unifnmi dcp(h
6,0(!0 _ _-
_
RC
___3
_._
31-4
14-0 5-10
3-4
14,000
MK
28-0
14-0 5-10
-^-
3-6 T
---
t IU,000 -
_- BL
42-0
11-10 4-6
Uniform depth .
_ 14,000 - --
C)i r
25-7
12-0 6-0
3-6
9,000
-
_..._...., -14,800
-_ _-GP..• __
- 33-0
15-0—^ 6-0
3-6
-
.--
- -
30.0-
14-0 - 6•A
3 (-.-.
�
t 12,000
_
liK.1)
I1.-0 5-0
3-6
' G000_,000__
SL
_24-0-
39.0 —
7-6 � 4-U
Uniform depth-
._ +_• 6,500
13P
38-0
16-0 6-0
3-6
, 1'7,0()0
SFF
24-0
12-0 6.0
3-6_ _V
9,000 --
_ -_ RS---
3b 0�
14 0-0 Ii -6
3-6
0.0 -
--- 40-0
_ ] 6-0 8-0
3-6
19,600
OS
35-0
16-0 5-10
—_ 3-6
1.5.0(12
_ _.RI' -
---31-0
y 14-0 5-I0
3-6
-- 12,600
25-0
J2-0 5-5 -
- T. _-
- - 6'000 --•----
-------- -a3-0
-
16-0 5-6
__- 3-615,000
... _-.
- BPI)
38-0
16-0 8-0
3 6 --
-- 20,000 - -
C'P
31-0
12-0 5-03-6
.... . .... _.-- __ _.....-
j 10,500
-......._ __._........
MT
35-0
14-0 5-6
3-6
12:400
--_-
39-0
16-0 6-0
3-6
; 16,700
CSB
40-0
16-0 5.8
14-0 6.0
3••6
3-6
18,900
1 12,000
i%
Page 3 of 4. PFC-3608
TABLE 2—MINI-POOLS
'CRIES
LENGTH (ft. -In.)
WIDTH (II. -In.)
C Ti;.Kc—rry (g.ij
CAPACITY (gal.)
i
Deep End (tt.-In.)
Shallow End (ft -In)
P
14-6
9-6
4-0
Uniform depth
2,500
IVIFF
14-0
8-6
4-0
Unillonn depth
I
mi'L
15-10
8-
4-0
Uniform depth
2,200
Fri
16-0
9-3
4-0
34
2,300
ASP
SIV
15-0
21-
8-6
9-6
4-6
4-0
Uniform depth
Uniform depot
2,100
2800
Tr-;
18-0
10-0
5-0
Uniform depth
2,600
Sp
20-6
11-0
5-0
3-5
3,600
2-0
7-6
4-0
Uniform dept))
3,500
SK
20-0
10-0
5-0
3-6
2,750
V,/GA
18-6
8-6
6-0
Uniform depth
j 1,500
WGB
Is-()
8-6
6.0
5-6
3,250
wric
M31)
18-0
18-0
8-6
8.6
5-6
5-6
Uniform dcptli
5-0
3,000
1 2:750
WCE
18-0
8-6
9,500
TABLE "PAS
SERIES SHAPE
WIDTH OR DIAMETER (IL -In.)
DEPTH (ft.-tn.)
C Ti;.Kc—rry (g.ij
P. S Round
5-8
3-0
275
0S Octagonal
6-0
3-0
t 375
Ss Square
6-6
3-0
1 295
LOS Octagonal
7-6
3--0
450
.LRS Round
7-0
3-0
420
DOS Octagonal
Fri
MIX
.......... -------
475
t'.3 .:.Octagonal
8-0
0
TABLE 4—ABOVEGROUND (191/2 Inches)
I
POOLS
SPAS
A,SF--
MFF SAP
WGA
HOS
F
BT
MTC SK
w0a
CS
OS
Br.F
MLL SL
W(3C
LOS
iSs
BX.D
mp ST,
WGD
Fri
MIX
WGE
I
Page 4 of 4 r M M1 PFC-3608
- 6'X6• .•WI eX WIA -WI! XV/1.4
WIRI'WOE MESH OR ROA IACat OY.
-•--•—b• RAR 14 9. ON Y U.C. t ]'D' AWJ. -'-"'•'-'---""' AF9AY, ta0. S, fNJ 7.O.C.
AUN. RF CAC11 WAY,
EAC14 WAa Slgi'ED 1/!-1' _ -" �• "_.'°' IOR CLAY 1A.Wwj
dOPiD 1/dMl -'-• D' ^ fOR CUY �ApORF)
Sg1l OMY :OY.OIJIY
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a a-:-• 6• I 1�• - •al' •�`t+. .c}�•--- IO`
�' Ir Ill -=111111= III�I l ( III�� ^III-III-14i=11'!IJ`
1113 !ll 111 ^II AlAMM Itl- Ifl = 111 J�
GAWAN +�CKAIN
1RXCLAY (Oe CVY
'''f'•/ ^ �`- 7• TMK:K COAtPAC(f:0 kdt RJtY h'••• II = �-T� KCC>�IwC(ED XPR ONIY
,1�;;�•:•_II == SAND IYPICA111";�CO/AI'/.CYCD .
A. mtI . uKI: WAI'AC(FD f;:•' III GRAVEL 1(yi, CLAY .
Jlfl III GRAWI MR f,IA ;J)f IADORFI %OA ONLY i
(ADM ).tat ONIY -
SAND SAND
�`-- FIDF.RGLSS `- FlRF'RGIAi.
POOI SWII 4^--101 POOL 57tE0.
FIGURE 1 -TYPICAL CONCRETE DECK FIGURE 2 -TYPICAL CANTILEVER CONCRETE DECK
MAXIMUM MOUND DIRT C)fTIOFJn,I.
14 I /T AROUND POOWOOD DECK
APPROX.6' '
• I� 111
=111-= lit
-
�
6. :.ice•.• !
� I
FIGURE 3 -TYPICAL ABOVEGROUND INSTALLATION I
. f
1
1
I
' I
I
� 1
t
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