07-1617 (RPL)t P.O. BOX 1564"'
`'18-495 CALLE'TAMPICO
LA QUINTA, CALIFORNIA 9225
Application Number:
Property Address:
APN:
Application description
Property Zoning: .
Application valuation:
Applicant:
AP'
_ a
3 BUILDING & SAFETY DEPARTMENT.
BUILDING PERMIT
07-00001617 ,
51565 AVENIDA VALLEJO,' •
773-131-015-3 --000000-
POOL - RESIDENTIAL
COVE RESIDENTIAL
25000
Architect or Engineer
WA
------------------
LICENSED
CONTRACTOR'S DECLARATION
VOICE (760) 777-7012.
FAX (760) 777-7011
INSPECTIONS (760) 777-7153-
Owner:
HIGGINS RESIDENCE "11
51-565 AVENIDA VA O'
LA QUINTA, CA 92 53 J(J�
(909,)238-3449 fi5G0o,
Contractor:
F P D SERVICES INC
-- 43653 PARKWAY ESPLANADE.EAST
LA QUINTA,.CA 92253
(760)772-1111
Lic. No.: 820132
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 Class: C53 AeNo.: 820132
Date: iS 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 7600) 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 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 Coder 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 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply town owner of
property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
Date: Owner: '
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of peijury that there is a construction lending agency for theperformanceof the
work for which this permit is issued (Sec. 3097, Civ. C.). - -
Lender's Name: - - -
Lender's Address:
LQKRMIT
Date: 6/05/07
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 EXEMPT Policy Number EXEMPT
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 sh r ul become subject to the workers' compensation provisions of Section
3700 of the Labor ode, shall forthwit c Iy with those provisions.
Date: ,(] 7 Applicant:
WARNING: FAILURE TO SECURE W RKERS' 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 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 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 1 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 build g onstruction, and hereby uthorize representatives
of.thi's co/ulnty/to enter upon the above-mentioned grope for inspection pu
Date: o/s/.fn Signature lApplicant or Agent):
.Application Number_ . . . . . 07-00001617
Permit . . . BLDG POOL PERMIT
_ Additional desc .
Permit Fee.'.- 252.00 Plan Check
Pee
163.80
Issue.Date',". Valuation
25000.
`Expiration Date'. 12/02/07.
Qty, Unit Charge Per
Extension
BASE: -FEE
45.00 .: .,. .. .
" ,• 23 .A0 _' 9..0000 THOU BLDG -2,001-25,000
----------=---------------------=------- -------=----=-------------------------
20.7.00 ;
Permit ELEC POOL PERMIT -RES
Additional desc
Permit Fee'45.00 Plan Check'Fee
11.25
_ .. :. Issue Date_ Valuation
.0
Expiration Date'.. •12/02/07
. Qty Unit Charge Per
Extension
.-BASE FEE
15.00
1.00 304.000 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 12/02/07
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
Special Notes and Comments:
121x26' FIBERGLASS POOL PER APPROVED
PLAN.
Fee summaryCharged Paid Credited
Due
Permit Fee Total. 324.00" .00
.00
324.00
Plan Check Total. 181.80 00
.00
181.8.0
Grand Total 505•.80 .00
00
505.80.
a
11'y
CL
0
C
0
0
c
CITY OF LA (:UINTA SUB -CONTRACTOR LIST
JOB ADDRESS SI S(VS P•til n 64 0*14�. PERMIT NUMBER OWNER 1 -y )ilh(olNS ' BUILDER FPO 5W14fSgxlG -
This form shall be posted on the lob with the Building Inspection Card at all times In a conspjcuousS glace.. Only persons appearing 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
Trade l Classification
orker3:C$tr>
>SiateaCto�'s lleetlse . ei
ontrec
Company Name
Classification License Number Exp.•Date Carrier Name
Ie.g. A. B, C-8) (xxxxxx) (xx/xxlxx)- (e.g. State Fund, CalComp)
EARTHWORK (C?12)
CONCRETE (C-8)"- '
�7rieyl T V /(,
(—V i4 y 'S 3151rnf 1r-�
L
FRAMING.Iq_5) ;.:. .
MASONRY (C•29) .�
PLUMBING (C-361'' '
LATHi PI -ASTER (C-351 •
DRYWALL (C-9).
C°10)
ELECTRICAL (C46)-
FT
FT
MOORING Ic415) :V - !-'
INSULATI0 '(C-21:"
SEWAGE' D1SRi (C-!12) . `<
PAINTING (C-'33) -
CERAMIC TILE (C-154)
CABINETS (C-61
FENCING (C-13)
LANDSCAPING (C=27): ".
POOL (C-53) '
b
,53. Sb 2 Z6 qr p
` PPD SERVICES INC.
dba
08
SIP, LEGACY REPORT Reissued January PFC 3600
ICC Evaluation Service, Inc. mishwswpegiiaw Off ' S36o worltinan Mm Rned, whher, cafdorrva 90601 0 (562) 6990543
Regional Office ■ 900 Morftlair Road, Suite A Bin►>mghan Alabama 35213 ■ (205) 599MM
www.icc-es.org PAglonal Offit:e a 4051 west Fbssmoor Road, Country Club H01s,10m 60478 ■ (708) 799-2305
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 CodeT°" (UBC)
• BOCA® 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 191/2
inches (49.5 mm) above ground. Vertical supports consisting
of 1 -inch -by -11/2 -inch -by -36 -inch -long (25 mm by 38 mm by
914 mm), Douglas fir, No. 2 wood members encapsulated in
the FRP process at 4'/2 foot (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:
Noticii=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 (ROP),
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 by the 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
contours of the pool., The overexcavation is approximately 6.
'The Uniform Plumbing Code and IGC -2000 are copyrighted publications of the International Association of Plumbing and Mechanical
Officials, 5001 Fast Philadelphia Street, Ontario, California 91761.
/CC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as
an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to t
any finding or other matter in this report, or as to any product covered by the report.
Copyright 0 2004 Page 1 of 6
Pdge 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 identified 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 Northeast) 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 WIPENCE 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 Uniform Building Code"' (UBC), the 1999
Standard Building Code®, the BOCO National Building
Code/1999 (BNBC), the 2000 International Plumbing
Code®, and the 2000 IAPMO Unlbrrn 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 complywith 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 1806.5.4 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 Pools Central, Inc., 10600
West Interstate 20 Fast, 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 (AA -627).
This report is subject to re-examination in two years.
'Paige 3 of 6
' PFC3608
TABLE 1—POOLS f �.
SERIES
LENGTH (ft.•in.) ,
WIDTH (ft, -in.) .
Deep End (ftan.)
DEPTH
Shallow End (ft.4n.)
CAPACITY (gal.) '
'
L
31-6 'r
14-0,
7-0
3.6
13,700'
N
37-0
15-0
8-3
3-5
20,000
B
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 , t
14,0001
BFF
25.7
12-0 _
6-0 "
3-6
9,000
FF
30-0
14-0
6-0
3-6
12,000
BKD
124-0 ..
12-0
5-0 ..
3-0
6,000'
SL
39-0
7-6
4-0
Uniform depth
6,500 -
,500-BP
BP
38-0
16-0,
6-0 "
3-6
17,000'
SFP.
24-0
12-0
6-0
3-6
9,000 ..
RS' `
30-0
14-0
6-6
3-0
12,500
+GC -Y
- - - 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 - ---
- -5.10- +
_ 3-0
- 72,800
FP
25.0
12-0
5-5
3-6
6,000
CD :
33-0 t
16-0
5.6
3-6
- 15,000
BPD,
3"
16-0
8-0
3-6
20,000;
CP'
31-0
12-0
+ _ 54
MT _
350
14-0 .
5-6
3-6
12,400 1.
AC
39-0
16-0
6-0
3-6
16,700
013 _
40-0-,
16-0
5-8
3-6
18,900.
BN
40-0
16-0
8-0
3-6
22,000,
TN 1.
30-0
14-0'
6_0
3-7 ''
13.500,
PS'
40-0
16-0
7-0
3-0
23,000,
LG
30-0
14-0
.6-0
3-0
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
3-6
7,000 ,
CY'
30-0
14-0
6-0
3-6,.
12,500
BR .
35-0
16-0
6-6
3-6
16,000
MR
40-0. -
16-0
8-0
3-6
22,000
Page 4 of 6 tPF,C3608
TABLE 2—MINI POOLS
SERIES LENGTH (fL4n.) WIDTH (ft. -in.) DEPTH CAPACITY (gal.)
Deep End (ft.an.) Shallow End (ft.4n.) �t
SP 20-0 11-0 5-0 3-5 .,3,600'"
SK, 20-0 10-0 5-0 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 7-6 4-0 Uniform depth 3,500
_
WGA- 18-0 8-6 6-0 Uniform depth 4,500
WGB 18-0 8-6 6-0 5.6 4,300., . .
WGC 18-0 8-6 5-6 Uniform depth 4,050
WGD 18-0 8-6 5-6 5-0 3,850
WGE • 18-0 8-6 5-0 Uniform depth 3,600 _
WGF 18-0 8-6 5-0 4-6 3,400
-- - —
. WGG 9-0 8-6 4-0, Uniform depth 1,200
WGH
9-0
- WGDXL
21-0
WGDLXS
18-0
1
For SI: 1 inch = 25A mm, 1 foot = 305 mm, gallon = 3.7851_
5-8
3-0 `
275
RSSW
Round
5-8
3-0
275
RSSP
Round
5-8
1-6
1501
OS
Octagonal
6-0
3-0 _ -
375
OSSW
Octagonal
6-0
3-0•
375
OSSP,
__..Octagonal --- -,
6-0
1-6
125
SS
Square.
6-0
3-0
295
SSSW .
Square `
6-6
3-0-
295
SSSP
Square
6.6
1-0'-
150
LOS
Octagonal , ..
7-6
3-0 ,
450
LOSSW
Octagonal
7.6
3-0
450
LOSSP
Octagonal
7-0,
1-6
220
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
3-0
475 .
BOSSP
Octagonal
8-6
5-0
Uniform depth
1,350•'-1-
.. _
8-0 x 12-0
�
- - - -
_ Uniform depth,
3,000
•.
..,....... 3-0
8-0
5-0
Uniforn depth
2,800
SERIES LENGTH (fL4n.) WIDTH (ft. -in.) DEPTH CAPACITY (gal.)
Deep End (ft.an.) Shallow End (ft.4n.) �t
SP 20-0 11-0 5-0 3-5 .,3,600'"
SK, 20-0 10-0 5-0 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 7-6 4-0 Uniform depth 3,500
_
WGA- 18-0 8-6 6-0 Uniform depth 4,500
WGB 18-0 8-6 6-0 5.6 4,300., . .
WGC 18-0 8-6 5-6 Uniform depth 4,050
WGD 18-0 8-6 5-6 5-0 3,850
WGE • 18-0 8-6 5-0 Uniform depth 3,600 _
WGF 18-0 8-6 5-0 4-6 3,400
-- - —
. WGG 9-0 8-6 4-0, Uniform depth 1,200
WGH
9-0
- WGDXL
21-0
WGDLXS
18-0
1
For SI: 1 inch = 25A mm, 1 foot = 305 mm, gallon = 3.7851_
TABLE "PAS
SERIES
SHAPE
WIDTH OR DIAMETER,
(ft gin.)
DEPTH
.(fL4n.)
CAPACITY,,
RS
Round
5-8
3-0 `
275
RSSW
Round
5-8
3-0
275
RSSP
Round
5-8
1-6
1501
OS
Octagonal
6-0
3-0 _ -
375
OSSW
Octagonal
6-0
3-0•
375
OSSP,
__..Octagonal --- -,
6-0
1-6
125
SS
Square.
6-0
3-0
295
SSSW .
Square `
6-6
3-0-
295
SSSP
Square
6.6
1-0'-
150
LOS
Octagonal , ..
7-6
3-0 ,
450
LOSSW
Octagonal
7.6
3-0
450
LOSSP
Octagonal
7-0,
1-6
220
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
3-0
475 .
BOSSP
Octagonal
8-0
1-0
270
CS
Octagonal
8-0 x 12-0
3-0
700
CSSW _.. .I ......_
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 ,
3-4;.
600 •
RGSP '-- _
Freeform
- - - _ 8-0 x 11-0
1.6 _
470 ..
=._�T - -- ----- -- ----
RY
-----
Rectangle
-
- - - — 6--6 x 10-0 _
---- - - ----- -
3�
- --- —
600
RYSW
Rectangle
8-0 x 10-0
3-4
600
RYSP
Rectangle
8-0-10-0
1-6
330
M
Round '
10-0
3-4
550
MSW
Round
10-0
3-4
550
MSP
Round
10-0
1-6 _
325
C8
Kidney -
8-0 x 10-0
525
CBSW
Kidney
8-0 x 10-0
3-4
525 .
CBSP -
Kidney
8-0 x 10-0 _
1-6
275
LCS
Rectangle ` •
8-0 x 17-0
3-0
1,840 °
For 51: 1 inch = 25A mm, 1 foot = 305 mm, 1 gallon ? 3.785 L..
Page15 of 6 PFC-3608
TABLE 4—ABOVEGROUND (19% INCHES MAXIMUM ABOVE GRADE) "
For SI: 1 inch = 25.4 mm.
'POOLS
SPAS
B
MFF
{ SK
RS
LOS
CS
M
BFF
MK
1 SL
RSSW
LOSSW
CSSW
MSW •r
BKD
MLL
SP
RSSP
LOSSP
CSSP
MSP.
FP
MP
AL _
OS
LRS
RG •'
CB
HL
MTK
; MN
OSSW
LRSSW
RGSW
CBSW ,
WGA
WGB
WGC
OSSP
' LRSSP
1 RGSP
CBSP
WGD,
WISE
WGF
SS
BOS
RY
LCS
WGG
WGH
WGDXL
WSW
BOSSW
RYSW
WGDXLS
SSSP
'BOSSP
RYSP
For SI: 1 inch = 25.4 mm.
, J
•
`.
6'X6' —� WI.4 % WIA
W1.4 X WL4
Sr-iiN.•
VIRE, MESH OR
'
VIRE MESH OR
REBAR NQ 3. Q 7 • D'
' EACH Vay.
SUN,'
REBAR Nil 3, Q 2' - D'
f,
EACH WAY."SLOPED
FOR CLAY (ADOBE)
• SLOPED
1/4'=1' .1 —
FOR CLAY (ADOBE)
1/4.1'
SOIL ONLY. ,
SOIL ONLY.
. • ,- rs_ 1
Trc+—X
11
rz
IT
I'
FOR CLAY
FOR CLAY
(ADOBE)
(ADOBE)
3.9THtCK CQMPACYED SD[l ONLY. .
SOIL ONLY.
SAND (TYPICAL) {.
3' THICK COMPACTED
!
4'. MIN THICK COMPACTED
SAND (TYPICAL):
- '
GRAVEL FOR CLAY
4' MIN. THICK COMPACTED
(ADOBE) SOIL ONLY.
'
GRAVEL FOR CLAY
SAND
..
(ADOBE) SOIL ONLY
•�
SAND
--�
.a
I'
FIBERGLASS
POOL SHELL '
6y
FIBERGLASS !
POOL SHELL
ur
'FIGURE 1—TYPI6AL CONCRETE DECK
FIGURE 2—TYPICAL CANTILEVER CONCRETE DECK
Page,6of6'!
PFC-$608.
'- VL4 X VIA
BRICK,`FILLEO BLOCK.. --9•LJN. ' , ,. .. - .
• BRICK-,
: VIRE MESH -OR -
OR POURED CONCRETE'•
e• ..
-DR NATURAL
2•.S°N,
REBAR NO. `3,@Z-0"
BACI60.LED DIRT
... STONE DECK
.,
.H
SLOPED ii4 l' P
FOR CLAY (ADOBE)
T"p:':
SOIL ONLY.
•p: :
-
X-+- I
• MAXIMUM,
IF 6'X6' - VLa X V1,4 ,
^ VIRE MESH OR
.Ty O. ,
2: ..,a
REBAR NO. 3,@7-0• ..
- .. 12" ',
.:
'., EACH NAY..
..
FOR CLAY (ADOBE?". -
.
_..,-
..
1/1 nl' SOIL ONLY. .,
-
FOR CLAY
�-;raffia. : I1
(ADOBE)-
•
' SOIL ONLY.
_ ... �� _1a
3' THICK COMPACTED - ,-
SAND (TYPICAL)
. -
I' MIN. THICK COMPACTED
GRAVEL FOR CLAY
3' THICK COMPACTED
(ADOBE) SOIL ONLY. '
- ' ' SAND (TYPICAL) ,
-
{' KIM. THICK COMPACTED .
.
. SAND .•�
GRAVEL FOR CLAY
FIBERGLASS.
ISE
(ADOBE) SOILONLY.
, _ _ _ .
P SHELL
_. -
SAND
e FIBERGLASS
-
...
_
POOL SHELL' ... ,
FIGURE 3—CONCRETE DECK WITH BRICK OR,STONE
FIGURE-4—TYPICAL BOND BEAM CONSTRUCTION
?6%XU:9Ua1
MOUND DIRT
19 lir
OPTIONAL
AROUND POOL
WOOD DECK
APPROX 6
• FIGURE'S -TYPICAL ABOVE GROUND INSTALLATION ,
,
"
i
Bin #
City Of La Quinta
Building 8U 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: 55 t;jd? FlvVy� 1 p.4 U
Owner's Name:
A. P. Number:Address:
S.1 SioS , 0,4 VAtAe
Legal Description:
Contractor: Ff(] S J c i= S /
City, ST, Zip: J n
Telephone: q0l. 7— 3 R • -3'/V
Address: I}3ta53 pAC�w,,, `ES?L-�0-0 G,y y
Project Description:
City, ST, Zip: ( Q CA .
Telephone: 3 2 L . Zc,4 (o
State Lie. # : $a-D 13a City Lie. #:
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lie. #:
Name of Contact Person: �A�a ��
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Fk:#Stories:
# Units: .
Telephone # of Contact Person:
Estimated Value of Project:5 ppp
APPLICANT: DO NOT WRITE BELOW THIS LINE
#.
Submittal
Req'd
Recd
TRACKM.
PERMITFEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Cales.
Plans ticked up
Construction
Flood plain plan
Plans. resubmitted
Mechanical
Grading. plan
2'' Review, ready for correctionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
ILO.A. Approval
Plans resubmitted
Grading
IN HOUSE:=
'''
Developer Impact Fee
Planning Approval
cilet¢ oo ptF,�oLA. Q U I NT
AXP,P,
Pub. Wks. Appr
RRita
DM�IfIp sue i� t tl'
r'
'.
School Fees
C
s x .w 1 K1
DATE i3Y
Total Permit Fees