RPL (07-0743)60595 Living Stone Dr
07-0743
Date: 3/12/07.
Application Number: __07-00000743 1 Owner:
Property Address: 60595 LIVING STONE DR PAUL McCHESNEY
APN: 764-270-999-7 -300234- 60-595 LIVING STONE DR.
Application description: POOL - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning:MEDIUM HIGH DENSITY RES - :d�(93�P9�Pd&d
Application valuation: 21000
'
Contractor:'
Applicant: Architect or Engineer: F P D SERVICES INC(
43653 PARKWAY ESPLANAD AST
LA QUINTA, CA 92253 — a
(760)324-7946 E p
Lic. No.: 82013.2
--------------------
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with - I hereby affirm under penalty of perjury one of the following declarations: -
Section 7000) of Division 3 of the B?!ss ss and Professionals Code, and my License.is in full force and effect..- _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: C53 Li a No.: 820132, for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
Date: 3 Zl_ Contractor it " _ 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
OWNER -BUILDER DECLARATION insurance carrier and policy number are: `
I hereby affirm under penalty of perjuryth I am exempt from the Contractor's State License Law for the Carrier EXEMPT Policy Number EXEMPT
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure,. prior. to its issuance, also requires the applicant for the - person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State - and agree that, if I s oul become subject to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or . 3700 of the Labor ode; I shall forthwith co I 'th hose provisions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by �I -
�1.�l1� ' r ��.
' any applicant for a permit subjects the applicant to a civil. penalty of not more than five hundred dollars IS5001.: rate-�--�{— 6', Applicar tD
1 _ P 1, as owner of'the property, or my,employees with wages as their sole compensation, will do the work, and 1. - '
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORK RS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED. FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. ,
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.). APPLICANT ACKNOWLEDGEMENT
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of - conditions and restrictions set forth on this application. C'
property who builds or improves thereon, and who contracts for the projects with a t:ontractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and'for
pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application,
1 _ 1 I am exempt under Sec. , B.&P.C. for this reason the owner, and the applicant,, each agrees to, and shall defend, indemnify and hold harmless the City
Date: - Owner:
CONSTRUCTION LENDING AGENCY, ,
1 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
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 i construction, and hereby a thorize representatives
of this county to enter upon the above-mentioned pr erty f inspection purp
r � -f
Date Signature (Applicant or Agentlfa _
LJ•`ti��_�__ _ _
Application Number.
07-00000743
Permit . . .
BLDG POOL PERMIT
Additional desc .
Permit Fee
216.00 Plan Check Fee
140.40
Issue Date
Valuation
20760
Expiration Date
9/08/07
Qty Unit Charge
Per
Extension
BASE FEE
45.00
19.00 9.0000
THOU BLDG 2,001•-25,000
171.00•
Permit . . .
MECH POOL
Additional desc .
Permit.Fee
26.00. Plan Check Fee
6.50
Issue Date
Valuation
0
Expiration Date
9/08/07
Qty Unit Charge
. Per
Extension
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
9/08/07
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 . . .
27.00 Plan Check Fee
6.75
' Issue Date .
Valuation
0
Expiration.Date
9/08/07
Qty Unit Charge"_
Per
Extension -
BASE FEE
.15.00
1.00 6.0000
EA PLB FIXTURE
6.00
1.00 3.0000
EA PLB WATER INST/ALT/REP
3.00
- 1.00 3.0000
EA PLB GAS PIPE 1-4 OUTLETS
3.00
Permit . . . . . ." WALL/FENCE PERMIT•;.
LQPERMIT
-
Application Number . . . . . 07-00000743 '
. Permit . . . WALL/FENCE PERMIT
Additional desc
Permit Fee 15.00
Plan Check
Fee
.00
Issue Date . . . .
Valuation
. . .
. 240
Expiration Date 9/08%07
QtyUnite Charge Per '
Extension
BASE FEE
15.00
- --------------------------------------------
Special Notes and Comments
NEW FIBERGLASS SPA, 15 L.F X 4' HIGH
CITY STANDARD EQUIPMENT WALL.
ALARMS/BARRIERS SHALL BE IN 'PLACE AT
PRE-PLASTER.INSPECTION.
Fee summary Charged Paid
Credited
Due
- -------------
Permit Fee Total. 329.00
----------
.00
----------
.00
329.00
Plan Check Total 164.90
.00
.00
164.90
Grand Total 493.90
.00
.00
493:90
LQPERMIT
-
FPD.5EKVICE5 INC.' dba
_
�r
5TO.KER POOLS
"
43653 Parkway Esplanade East
La Quetta, CA 92253
760.324.7946 - office 760.772.0012 -fax
6' Bl- —
ck Wall on Property Line
Existing raised planting area
1. All doors from house with access tote poo
shall be equipped with an audible alarm.
2. All gates with access to the pool shall be self
closing, self latching, and open out..
i
I�
Existing 3' Retaining Wall
". . UG lines
1 = 2 112" PVC (suc.)
3." See ICBG report #PFC-3608
=
1 - 2" PVC (return)
1 - 3/4" PVC (auto fill)
I l
650 sq.ft. Patio 2'-G
TAHOE
\\
Demo Existing Patio
i
w
I I
>
i O
✓
.5 min..
Aqua 5witch controller
column
AC.
I
I'
-3
"
recessed in
I�
f
-
o
! 1- 112" conduit
I
o
I Aqua •switch controller,
�o
I
Igo
m
.,
Existing Residence
N I
m
"
*Remove all decorative rock in
construction area completely
I I
V first and: replace at the end
ISE
.
.,
is • .
A NEW FI5ERGLASS SPA FOR:
Mr.r
Mrs.
h
Pa:;ul McChC-5n
1
-
sr+eEr:
60595 Li.vin stone
Dr. ,
Trill, , La Quanta, Ca. 92253
;�
Page 6 of 6
PFC-3608
•
6'x6' - VL4 X VIA
BRICK, FILLED BLOCK, Marv. ..
BRICK
VIRC MESH OR
OR POURED COMCJtETE - e•
OR NATURAL
- 3•loN
REBAR Pte. 3,0 z. D--
BACKFILLED DIRT
STONE DECK.
EACH WAY.
SLOPED 1/4.1'
FOR CLAY (ADOBE)
• 1
SOIL ONLY.
•�,` r
T
- 6'X6'.- VL4 X VIA
VIRE MESH OR
12'
IP
�:
REBAR NO. 3.@2-D'EARN
VAY,Fat RAY (ADOBE)4'�l'SOIL
a•4Y.
Fat CLAY
irlSER
(ADOBE)SOIL
ONLY.'
THICK CQMPACTED AND (TYPICAL)'
MOV. THICK COMPACTEDRAVEL
FOR CLAY
3' THICK COMPACTED
ADOBE) SOIL ONLY.
SAND
4' MDY THICK COMPACTEDSANDGRAVEL FOR CLAYGLASS(ADOBE)
SOIL QNLY.
SHELL
�r
.
SAND t.
-
•
�— FIBERGLASS
PaX: SMELL
FIGURE 3—CONCRETE DECK WITH BRICK OR STONE
FIGURE 4—TYPICAL BOND BEAM CONSTRUCTION
b1AWAUM
IM1ND DIRT
19 tr7
AROUND POOL OPTIDNAL
APPROX. 6. WOOD DECK
i�
FIGURE 5—TYPICAL ABOVE GROUND INSTALLATION
(
Page 5 of 6 ) PFC-3608
TABLE 4—ABOVEGROUND (1911, INCHES MAXIMUM ABOVE GRADE)
POOLS �.' SPAS
B MFF SK RS f Inc
ror w: 1 unat = 40A tmn.
t
6'X6'-VL4XV1.4
.6'X6' - VILA X %M4 �
VIRE NO. ,
r ntut REBAR NO. 7, @ 2' - Cr
7ltN t
VIRE MESH OR .
EACH A 3.®2 -0
EACH VAv,
EACH WAY.
CS
M ..
BFF
MK
SL
RSSW
{LOSSW'
CSSW
MSW
BKD
MLL
SP
RSSP
LOSSP
CSSP
MSP
FP
MP
AL
OS
j LRS
RG
CB
HL
MTK
MN
OSSW
JLRSSW
RGSW
CBSW
WGA
WGB
WGC
OSSP ,
I LRSSP
RGSP
CBSP
WGD
WGE
WGF
SS
.BOS
RY
LCS
WGG.
WGH
WGDXL
SSSW'
lBOSSW
RYSW
FIGURE 1 -TYPICAL CONCRETE DECK
WGDXLS
SSSP
1BOSSP
RYSP
ror w: 1 unat = 40A tmn.
t
6'X6'-VL4XV1.4
.6'X6' - VILA X %M4 �
VIRE NO. ,
r ntut REBAR NO. 7, @ 2' - Cr
7ltN t
VIRE MESH OR .
EACH A 3.®2 -0
EACH VAv,
EACH WAY.
FOR CLAY (ADODE)
SLOPED I/4•�I' ff FOR. CLAY (Aram
Sl[BED v4• -I' �
SOIL ONLY.
SOIL ONLY.
6GOR
CLAY
r
FOR CLAY
(ADOBE)
TMCK COMPACTED
cADOBE>
60I1 ONLY.
SOIL ONLY.
ND CTTPICAU3'
T1/1CK CQNPACTED
MDl THICK COMPACTEDSAND
CTYPICAL)
AVEL F13R CLAY
4' MN. THICK COMPACTED
DOBE) SOIL ONLY.
(ADOBC) SOIL OILY. �.._..Spla_,�
SAND -
4• �—
_
g IB
FERGLASS
PPOOL SHELL
POOL SPEi.L �
—
w"
'
I
FIGURE 1 -TYPICAL CONCRETE DECK
FIGURE 2—TYPICAL CANTILEVER.CONCRETE DECK
Page 4 of 6 PFC-3608
TABLE 2 --MINI POOLS:
SERIES
LENGTH (ft.4n.)
WIDTH (ft.4n.)
w
Deep End _j t.4n.)
DEPTH
Shallow End (ft. -In.)
CAPACITY (gal.)
SP
20-0
11-0
5-0'
3.5
3,600
SK
20-0
10-0
5-0t
3-6
2.750. .
MP
14.6
9.6
4-0:.
Uniform depth
2.500
MFF
14-0
8-6
4-0
Uniform depth
2,100
MLL
15-10
8-5-
4-0
Uniform depth
2,200
MTK
16-0
9-3
4-0
3.4
2,300
HL
22-0
7-0
4-0:
Uniform depth
3,500
WGA
18-0
8-0
6-0>
Uniform depth
4,500
WGB
18-0
8-6
6-0:
5.6
4,300
WGC
18-0 .
8-6.
5-0:
Uniform depth
4.050
WGD
18-08-6
3-0
5-0:
. 5-0
3,850
WGE
18-0
8-6
54:
Uniform depth
3,600
WGF
18-0 .
8-0
50:
4-0
3,400 ;
WGG
9-0
8-6
4-6.'.
Uniform depth
1,200
WGH
9-0
8.6
5-0:
Uniform depth
1AW
WGDXL
21-0
96
4-0':
Uniform depth
3.000
WGDLXS 18-0 8.6
C..r CI. 1 incl. , 7S w ...... , s..... _one..._
5-0:
Uniform depth
2.800
- w......... . ganon=
TABLE 3—SPAS
SERIES
SHAPE
WIDTH OR DIAMETER
#1.4n.)
DEPTH
(ft.4n.)
CAPACITY
(gal.)
RS
Round
5.8
3-0
275
RSSW
Round
5�
3-0
275
RSSP
Round
5 8
1.6
150
OS
Octagonal
6-0
3-0
375
OSSW
Octagonal
6-0
3-0
375
OSSP
Octagonal
6-0
1-0
125
SS
Square
6.6
3,0
295
WSW
Square
6-6
3-0.
295
���..'."`�'. J.JY: _,arca-.r.-.rc�--�azras-.r=.._....m�ra.
aquare
a�..:.a+�-�-�•ro. � _ ....c..
6-6
-. _ _ -
�'�- �1-0
s. �_.,., ,,...,.-........_
150"
LOS
Octagonal
7.6
3-0
450
LOSSW
Octagonal
7-0
3-0
450
LOSSP
Octagonal
7-0
1-0
220
LRS
Round
7-0
3-0
420
LRSSW
Round
7-0
3-0
420
LRSSP
Round
7-0
1-0
180
BOS
Octagonal
8-0
3-0
475
BOSSW
Octagonal
8-0
3-0
475
BOSSP
Octagonal
8-0
1 6
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
1-6
430
RG
Freeform
8-0 x 11-0
3..4
600
RGSW
Freeform
8-0 x 11-0
34
600
RGSP
Freeform
8-0 x 11-0
1-6
470
RY
Rectangle
8-0 x 10-0
3.4
1 600
RYSW
Rectangle
8-0-10-0
3.4
600
RYSP
Rectangle
8-0 x 10-0
1-6
330
M
Round
10-0
3.4
5.50
MSW
Round
10-0
3-4
550
MSP
Round
10-0
1-6
325
CB
money
8-0 x.10-0
3-4
525
CBSW
IGdney
8-0 x 10-0
3-4.
525
CBSP
Kidney
8-0 x 10-0
1-6
275
LCs Rectangle
For SI: 1. Inch c 25 d mm I fmf = WK m,n 1 ..ten..,. - v 70e 1
8-6 x 17-0.
3-0
1,840
Page 3 of 6 { PFC-3608
TABLE 1—POOLS 1
SERIES
LENGTH (fL4rL)
VVIDTH (ft.4n.)
1
Deep End.(ft.4n.)
DEPTH
Shallow End (11.4n.)
CAPACITY (gal.)
L
31-6
14-0
7 0
3.6
13,700
N
37-0
15-0
84
33
20,000
8
25-2
11-10
4.6
Uniform depth
8,100
K
34-0
15-0
8.3
3-5
16,000
MK
28-0
14-0
15.10
3-6
10,000
BL
40-0
11-10
4-6
Uniform depth
14,000
SFF
25-7 '
12-0
6•d
3-6
9.000
FF
30-0
14-0
3-6
12,000
BKD
24-0
12-0
5 0
3.6
6,000
SL
39-0
7-6
4-0
Uniform depth
6,500
BP
38-0
16-0
6-0
3-6
17,000
SFF
24-0
12-0
6-6
3-0
9,000
RS
30-0
14-0
6.6
3.6
12,500
GC
40-0
16-0
8 0
3.6
19,600
GS
35-0
16-0
5-10
3.6'
15.000
RP
31-0.
14-0
6-16 •
3-6
12,800
FP
25-0
12-0
5
3.6
6.000
Co
33-0
16-0
5.6
3.6
15,000
BPD
38-0
16-0
8-0
3-6
20,000
CP
31-0
12-0
5-0
3-6
10,500
MT
35-0
14-0
5 fi
3-0
12,400
AC
39-0
16-0
6-6
3-6
16,700
OB
40.0
16-0
5$
3-0
18,900
BN'.
40-0
16-0
3-6
22,000
TN
30-0
14-0
6.0
3=7
13,500
PS
40-0
16-0 ..
7-01,
3-0
23.000
LG
30-0
14-0
6.0;'
3-6
14,800
CC
35-0
16-0
6f
3-0.
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
CY
24-012-0
30-0 _
•
14-0
g 0' r
6-0 3,6
12.500
BR
354
16-0
6 6
16
16.000 .
MR 40-0 .16-0
I=— CI. 1 inch = °K d ...... 1 f r°N — v C ...... ....nom pec .
8.0
1 77-3.6
22.000
Page 2 of 6
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 areconstructed 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 1, of the' UBC or Section 3109.4 of the
IBC.
2.3 BNBC:
V king pools and spas�ma�r be used as public swim minq.pool�
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.
2.32 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.
PFC-3608
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
depthsrust comply with Section 421.11 of the BNBC.
2.4 Identification:
Viking pools and spas are identified by the following
information imprinted on the top step of the pool or spa:
manufa4turees name(Viking Pools, Inc., Viking Pools
Central, Or Viking Pools d�ortheast) and address, pool or spa
model designation, a coded serial number and the evaluation
report number (PFG3608)..
The units also bear the label of the quality control agency,
Columbia also
& Testing Corporation.(AA-527).
3.0 EVIDENCE SUBMITTED
Plans, fabrication and installation data, calculations and a
qual'dy control manual.
4.0 FINDINGS
ThattheiFibergiass One-piece Swimming Pools and Spas
comply with the 2000.1rrternationalBuilding Code® (IBC),
the 1997 Uniform Building Code"' (UBC), the 1999
Standarid Building Code, the BOW National Building
Code/1099 -(BNBC), the 2000 International Plumbing
Code®, ;and the 2000 IAPMO Uniform Plumbing Code,
subject 10 the following conditions:
4.1 The construction and poolispa installation comply
with this report and the manufacturer's instructions.
42 Electrical and plumbing installation comply with the
respective codes in effect at the construction site.
4.3 The pools and spas are installed'bytrained.dealers,
agents or customers approved by Viking Pools, Inc.,
Viking Pools Central, or Viking Pools Northeast.
4.4 Clearances from slopes are observed as set forth in
Section 1806.5A of the UBC, Section 1805.3.3 of the
IBC or Sections 421A and 421.5 of the BNBC.
4.5 The pools and spas produced by6 Viking Pools
Noitheast, 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, California,
are manufactured under a quality control program
with inspections by Columbia Research & Testing ,
Coirporation (AA -527).
This report is subject to re-examination in two years.
LEGACY REPORT PFC-3608
i
Reissued January 1, 2004
ICC Evaluation Service, Inc. tonal Office' 5360 Wa Wm Mfi Road, Whi16er, CWania 9=1. (562) 699-543
WwW.ICc-eS.Or
Regional Office
• 9W Morddaw Road, suite A eiAlabama. Alabama 35213 ■ (205) 599-9800
g Regional Office ■ 40.51 West Flossmoor Road, Country Club Hills, ffmcis 60478 ■ (708) 799-2305
Legacy report on the 1997 Uniform Building Code'rm ,
DIVISION: 1.3—SPECIAL CONSTRUCTION protected from sunlight by soil berms, decking, etc., these
Section: 13150 --Swimming Pools portions must be coated with a UV-inhibitina ooaaue paint
FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS
VII(ING 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:
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
Noticei--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
appreaable draw -down is noticed. or if it becomes
necessary to drain the pool or spa, contact Viking Pools or
its dealers for instructions.
The swimming pools and spas consist of one-piece fiberglass A permanent label must be installed adjacent to the above
construction shop -formed over a mold. The material is sign indicating the Viking Pool dealer's name, address and
fiberglass reinforced plastic (FRP), a minimum of 1/4 inch (6.4 telephone number.
mm) thick, composed of isophtalic resin, vinyl ester resin, 2.2 Installation:
fiberglass, and ceramic. The surface finish is, a neo pentyl
glycol gel coat. Viking Pools produces various styles. of Mking pools and spas may be installed without a soil
swimming pools and spas. When installed in accordance with investigation by- a registered design professional (RDP),
this evaluation report, the pools and spas comply with subject to the building official's approval, provided none of the
applicable moble requirements of the following codes: following conditions are encountered at the site:
• 2000 International Building Code° (IBC) 1: The existence of groundwater within the depth of the pool
or spa excavation.
•.1997 Uniform Building.CodeT° (UBC) 2. The existence of an uncompacted fill in contact with any
• SOCA® National Building Code/1999 (BNBC) portion of the pool or spa.
• 1999 Standard Building Code (SBC
2000 Intemational Plumbing Code® (IPC)
2000 IAPMO Uniform P/umbing•Code (UPC)•
The overall pool dimension's,. depths and capacities are
shown in Table 1. For mint -pools, see Table 2; for spas, see
Table 3. The units comply with ANSVNSPI-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 191/2
Inches (49.5 mm) above ground. Vertical supports consisting
of 14nch-by-1'/2 inch-by-364nch4ong (25 mm by 38 mm by
914 mm), Douglas fir, No. 2 wood members encapsulated in
the FRP process at4'/Moot (1372 mm) intervals are required.
These pools and spas.may be placed with orwithout concrete
or wood decking. Unless elevated portions of the units are
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 adjacentstructures posed bythe proposed pool
or spa location.
6. The existence of any cracks or openings 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
contoursof the pool. The overexcavation is approximately 6
'The Unifo/m Plumbing Code and IGC -2000 are copyrighted publications of the Interimational Association of Plumbing and Mechanical
Officials, 5001 East Philadelphia Street, Ontario, California 91761.
t
ICGES legacy reports are not to be eonrimed as representing aertherks or any other aaributes not spec#icapy oddm=4 nor are they to be conrnued os
an endarr nt of the subject of the report or o recommendation for its use. There is no wa"Mty by ICC Evaluation Service. Inc., express or implied as to
arty fin&ng or other matter in this nepor4 or as to any product covered by the report
Copyright ® 2004
Page 1 of 6
L-ar A- (bs
Bin #
City of La. Qulnta
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 #
Project Address:(0595 L.I vii) IoS ,;
Owner's Name: �qv`
A. P. Number:
Address: L0059 S L4v 1 n toS n F
Legal Description:
City, ST, Zip: L_& Q0 h, �L•Z 5
Contractor: ^ j]l �,J `.
Telephone-7a
Address: c. f3us•5 QA*.%..j ^�AOF E .
-Project Description:' jIC%,) ,l SSS �5P4
City, ST, Zip: L R Oi v� n sits g22b` 3
1 log
Telephone:.3
ico 11.'1i141,,
W�ArI.L.
State Lic. # : a>v13 2 City Lic. #:
s%
Arch., Engr., Designer:
Address:
'
City, ST, Zip:
Telephone:
Construction Type: Occupancy:
State Lic. #:
Project type (circle one): New Add 'n Alter. Repair Demo
Name of Contact Person:. ���
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: IUD. 3') .'Z q (�
Estimated Value of Project: 21 EX'Do
APPLICANT: DO NOT WRITE BELOW THIS LINE
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
AR
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan .
Plans resubmitted
Mechanical
Grading, plan'
2" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''" Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
adv