07-1618 (RPL)P.O. BOX 1504
-8-495 CALLS TAMPICO
`'LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 07-00001618
Prope'rty'Ad'dress: 52860 AV.ENIDA OBREGON
APN: 773-315-025-6 000000
Application description: POOL - RESIDENTIAL
Property Zoning: COVE RESIDENTIAL
Application valuation: 25000
Applicant: Architect or -Engineer:
LICENSED CONTRACTOR'S DECLARATION .
Ihereby affirm under. penalty of perjury that I:am licensed under provisions. of Chapter 9. (commencing With '
Sectidn.70o0) of 6,vision,3 of. the B ess and Professionals CoOe_, and: my License is in full force and effect.
.License C(as's:" CS3' ' ' ense_No.:•.B20132
Date: l Contractor,:
OWNER -BUILDER DECLARATION - -
hereby affirm underpenalty of perjury t at I am exempt fiom'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 applicantto 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. sele (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.). -
(_ I 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 to an owner of
. property who builds or, improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant icethe Contractors' .State. License Law.)-.
(_ I I am exempt under Sec. , B'.&P.C.-for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I herebyaffirmunder 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:
LQPERAIIT '
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/05/07
Owner:
KNIGHT RESIDENCE
52-860 AVENDIA OBREGON
LA QUINTA, CA 92253
Contractor:
F P D SERVICES INC
43653 PARKWAY ESPLAJ
LA QUINTA`, CA 92253
{760.)772-.1111' -
Lic
. No 820132
WORKER'S COMPENSATION DECLARATION
I hereby affirm under,penalty of perjury one of the following declarations:.
_ (.have and will maintain a certificate Of'conseret to self -insure for workers' compensation, as provided
for by- Section. 3700 of the Labor Code for ihe'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
_4,1 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 s uld become subject to the workers' compensation provisions of Section
3700.of the Labo Co , I shall forthwith qpeaaply with those provisions. '
Date: Applicant: .
WARNING: FAILURE T�ECUREWO KERS' COMPENSATION COVERAGE.IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND. CIVIL -FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$100,0001. 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 aoresult 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 issuedas 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 ove information is correct. I agree to comply with all
city and county ordinances and state laws relating to bu' ing nstruction; and y a thorize representatives
. of this county to enter upon the above-mentioned prop rty for i
Spec
purposes. -
Signature (Applicant or Agent): �"-
Application Number
07-00001618
Permit . . .
BLDG `POOL PERMIT
Additional desc .
Permit Fee'
252.00 Plan Check
Fee
163.80
Issue Date . . . .
Valuation
. .
. 25000
Expiration Date
12/02/07
Qty Unit Charge
Per
Extension
BASE FEE
45.00
23.00 9.0000
----------------------------------------------------------------------------
THOU BLDG 2,001-25,000
207.00
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 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
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
121X2.6' FIBERGLASS POOL PER APPROVED
PLAN.
Fee summary Charged
Paid Credited
Due
Permit Fee Total
324.00 .00
.00
324.00
Plan Check Total
181.80 .00
.00
181.80
Grand Total
505.80 .00
.00
505.80
LQPERMIT
FPD SERVICES INC. dba
STOKER POOLS
.43653 Parkway Esplanade East
La Quinta, CA 92253
760.324.7946 - office 760.772.001 2 - fax
NOTES:
1 , M doors from hou5e 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.
3. 5ee ICBG report #PFC-3608
A NEW FIBERGLA55 POOL FOR:
F
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r-xisting 6' Wood rence on r.L.
CITY OF
Sq QUINTA.
BUILDING _ _ . Y _ DEPT.
M r .
* Mi -5. Jared
Kn i cjh t
R CONSTRUCTION
52860 Avenida
Obrecjon, La
Quinta, Ca. 92253
LAM253` BY
SHEET:
PFC-3608
LEGACY REPORT Reissued.January 1, 2004
ICC Evaluation Service,; 1pc. ,,' �0 Wcm "mm "a Wn��'Ca906°1 w (5z) 6994%43
R al Office • 9W M Ro "solos A Bim, Alabama 35213 .■ (205) 5999800
www.icc.-eS.org 11,111113M office a 4051 west Flossmoor Road, C zft aub Fes, nfmas 90478 n (ls) 799-23o5
Legacy report on the 1997 Uniform; Building Coder"'
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, s, ophtalic 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 accorda"n.'ce with
this evaluation report, the pools, and spas comply with.
appl cable requirements of the following codes:
• 2000 Intemational Building Code® (IBC)
• 1997 Uniform Building Code"m (UBC)
• BOCA® National Building' Codell 999 (BNBC)
• 1999 Standard Building Code® (SBC)
• 2000 Intemational Plumbing Code® (IPC)
• 20001APM0 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 ,ANSUNSPI-5, spe.dfied. 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 191.12
inches.(49.5 mm) aboveground. Vertical supports consisting
of 1-inch-by-1'/2-inch-by-36-inch-long:(25.mm by 38,mrn by
914 mm), Douglas fir, No. 2 wood members encapsulated in
the FRP process at4'446ot (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 beans, decking, etc„ these
.portions,.must� a coated •with a UVAnhibiting•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.atall times.
A permanent sign, bearing the following statement, must be
attached to'the pumping egulpment
Notice=The pool orspa:is designed to remain full of water
at all times' The pool shell maybe damaged if the water
level is "allowed ;to dropbelow the skimmer. When
ap ,reclatile drawdown is; noticed or if it becomes
hecessaryao dram the pool o'r'spa, contactViking Pools or
`its dealers`:for instructions:. .
A,
Xpermanent labei'musf tie installed adjacent to the above
sign;mdicating 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),
subjectto'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_sp6 excavation.
2. The'exister keV an uncompacted fill in contact with any
portion of the pool or spa.
3.:The existenk:e of anyexpansive or adobe-type,soils.
4. The existenceof any soil types with an angle of repose
that will not. support the walls of the excavation at desired
slopes.
.5- Dangert6Adjacent structures posed bytheproposed pool
0r'spa:lgcation.'.
6. The existence of.any cracks or openings in soil that
notkonfine sand bedding.
If any of'the•condition6 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
oontou.rs,of the p ' ..,The overexcavation is approximately 6
'The Uniform Plumbing Code and IGG2000 are copyrighted publications of the Intemational Association of Plumbing and Mechanical
Officials, 5001 East Philadelphia Street, Ontario, Cald6inia 91761.
ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specially 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 .
arty finding or other matter in this report, or as to'any product covered by the report.
Copyright ® 2004 Page 1 of 6
Page 2 of 6 PFC-3608
to 12 inches (152 to 305 mm)',on the sides and ends. The 2.3A._-!*.B"� :4Barriers�f6r.'�riv,atd.svArTiming pools must
pirners
pool e�n421.10 , of the BNBC.
overexcavation at--th6 ol-boitorn is dpoi6kimately 4 to 8'� comply requirements in S
a
rrim).'The., the 0661..oi spa iving board. distafices and waiter
inches 002'to�203 6ackfill �fo'r' 2.3 5., DiVirig,"IE16aias-
bottom , is a 1ayer-of 3 -inch -thick (76 mm) beddingsand , I *
depths ,Most complyw ection 421.11 of this 8N8C.
matching the pool or spa: 'profile. 'This sand .layer is - : .'i. j > t 11 ' Section
compacted using a manual tamper and water. The pooh or 2A Idleiftification:
spa is then set into, place using,•a_crane or excavator, A Viking pools and - spas ,ares identified by the following
She Aop-step of the pool or spa:
properly placed ppol'or lspa'rrtust sit firmly on the sand and be informavbn'�imp n k4d'9i'n-.16
within 1 inch (25 mm) of level. Simultaneous waterfill! and man6fkiurer's,`^:hairnd-, (Viking' Pools, Inc., Viking Pools
sand backfill operations,then commence. The. sand is Cintraior l"�king'P i- h...
4` i ools Northeast) and address, pool or spa
compacted with a tamper and water. The installer,�'.must, model ddsigii4on;,a'codeol* serial number and the evaluation
C-360-8).�.,
ensure t - the, baci�ill'* level - "and water level 'are report :n6AIJi4r(O
..
approximately the same throughout this procedure. The units also bear f6lla bel ! of the quality control agency,
After completion of the backfill and..plumbing,.the decking is Colu6ibia".1kese' . arA,testirigl Corporation'(AA-527).
placed. Decks are prepared as indicated in Figures I -through
10! EVIDENCE SUBMITTED
4:
Plans; fabrication_andinstallation data, calculations and a
.1. Cantilevered concrete decks are constructed as noted in
Figure 2 in all cases. q ua.ityoontro:manua
l.
t
2. Cantilevered decks are constructed with brick or stone as
4.0 F11
noted figure .3 in all cases.-
ThiA
3. Noricantilevered concrete decks are constructed as noted
comp
in Figure 1 in all cases.
the A
Stand
4. Raised bond beams are constructed as noted in Figure 4
in all cases.
. -: 'It
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 babiers''must comply with Appendix
Chapter 4, Division 1, of the UBC or!S&ction 3109.4 of the
IBC.
2.3 BNBC:
Viking pools and spas may be used as public swimming pools
or private swir6mirig pools, in, connection! wGroup up'
Occupancies . onlyAn add iti , on-to-oth-4r r eqdirei,�henti in,this-
report, 'swimming pools used Under the-BNBC must;.sati!ft
the following items:
2.3.1 Location: Swimming pool land, spa walls shallm'ai6tain
distances from property lines'r6quired'in Section A11A of the',
BNBC.
2.3.2 Construction: Requirements in Section 421.5 of the
BNBC, concemingslopes; deanih6devices, walkways, steps -
and ladders, m6st6p,observed.'
2.3.3 Water Supply:. -The water supply and drainage must
comply with Section. 421.6 of the BNBC.
ss One. piec�- Swimming Pools and Spas
WOO: , In ternatfoniiii Buildini CoideP (IBC),
in,Building- ,CodeTM" (UBC), the 1999
W:.dotde.,'the'60W, Nadoniitl Building
IC),'Plumbing2 ''
600 IAPMO Unittirm Plumbing' Code,
4.1 The'constructi6n and pool/spa installation comply
wiihtfiii report and the m6n6factureesinstruictions.
14.2,Eledtiri6al i3iilid plumbing Insiallatidn complywith the
rdsooctive.coole-s" irilieffect4t the construction site.
43 The ,pools 'and, spais.jareliiitilledl bytra
lqqo oe4lerp
hV,.V
VikingPiols,Central;':�or Viking Pool.4 NbrtK64st
4.4 Clearances from s1`6pq&arb observed as set io`i4'h:in
Section,1806.5 4 of the UBC; Section l!80531 -36f
jttie
21'.5 of the BNBC:
I
16C orSections and'4
4.5 The 'pools- and-s;pa-s`
-,produced by Viking Pools
Northda'it; Iric.;176.Viking Drive Industrial ParkJahe
lew, West Virgwa, Viking Pools Central, Inc.; 10600 600
West ritdrstaite"20:E;ist,,tM,i,di.and, Texas; and Viking
PWilliams; California,
ICDA&Wil
,aremamifddtured. uridefa quality 46on611 program
wKWinspections by. Columbia. Res.iarch & Testing
.sublect to reexamination In two years.
Page 3 df 6 PFC-3608
• c '
TABLE 1 --POOLS
SERIES
LENGTH (fL4n.)
WIDTH (fL4n.)
Deep End,@L-Irt)
DEPTH _ •
- ShalloW End (fL4n.):.
CAPACITY (gal.)
L
31 6.
14-0
k 7-0,,r
•13,700
N
37-0
150
8=3 ;-
•3 5r'
20,000
B
25 2
11-10'
. 4 6>•.
Uniform :depth
8,100 ..
K
34-0
15-0
8-3"
=' .3-5 i
16,000
MK
28-0
14-0'
''• 15-10..,- .
3-06 -
10,000
BL
40-0
11-10
Uniform depth . '.
14,000
BFF
255-7
12-0 .
:6-0 -4
"'3:6 ; . ..
9,000
FF
30 0
14-0
6 0.•, ' y
3-6. ;,
12,000
BKD
2"
12-0,
Y ,:.__ _ 5-0 ",...
t ...
6,000:
SL.
39-0 ..
7-0
4-0 ` .., .
: • ° .
Unif&M Opth
-.6,500
BP
38-0
16-0
610 r
3-6 +,
17,000
SFF
24-0
12-0 �.
6_0 '.'.
3 6 ..
9,000
RS
30-0
14 0 '
Cr6
3=<'.
12,500
GC •
40-0
16-0
S-0 '.
3 6 "
.19,600
GS
35-0
16:0
5-110 •.
- 3-0.•
15,000
RP
5-10 ; :
.-
- -
12.800
FP
25-0
12-0
3-6k
6,000
CD
33-0
16-0
_ 5-0 • .', ..
' ,
3-0',
15,000
BPD
38-0
16-0
8-0 -
"3-0 f ,
20,000
CP
31-0
50
3-0'
10,500
MT
35-0
14-0
5.6 ' '
3-6'
..12,400
AC
39-0
16-0 . .,
,' , •fi-0,
3.6
;16,700
OB -
40-0
16-0
5.8
s. .Y
3-6
18,900
BN
40-0
16-0 •
8-0,
3b'
22,000
TN
30-0
14-0,'
6-0'•
3-7 k
13,500
PS
40-0.
•16-0,
i 7-0�`+
36,
23,000,
LG
30-0•
14-0
6-0 ' •'
3-6
14,800
CC
:35-0 .
16-0 ,
.;
15,000'
AL
24-0
12-0
5 0
(
3 6
7,000
CL
30-0
12-0.
8-0
"3 6, ,
10,000
MN
: '24-0.
12-0.• '
50
3-0i
.7,000
Cy
30-0
14-0 . • ..
.. ,
3-6 -
12,%0 ,
BR
35-0
16-0
ti 6-0 ' -
3-:6a;,
16,000' .
MR
40-0
16-0,
8 0
3-0 t ".
22.000. - `
ror se 1 mon = za4 mm, 1 iooi = suo mm, i ganon = s. raa L.
Page 4 Of 6 PFCT3608
TABLE 2—MINI, POOLS
SERIES
LENGTH (IL in.)
WIDTH (ft.4n.)
Deep End{fL-In:)
DEPTH','?
"Shallow'End'(ft.4h.)
-3-6
CAPACITY (gal.)
SP
20-0.
11-0
t "'5.0
RSSW
3,600
SK
20-0
10-0
5-0
3-0.''-
2,750
MP
14-6
9-6
4-0 _
Uniform depth . ;
2,500
MFF
14-0
8 6 '
4-0Uniform
depth
2,100
MLL
15-10
8-5
4-0
" Uniform depth
2,200
MTK
16-0
9•3
4-0 -'
;3-4 f,
2,300
HL
22-0
7-6
4-0,.
Uniform depth
3,500
WGA
18-0
8-6
6-0 `
Uniform depth
4,500„
W GB
18-0
8-6
6-0
5-0
4,300
WGC
18-0
8-6
5b
Uniform depth
4,050
WGD
18-0
8.6
"<' `5-6
5-0
3.850
WGE
18-0
8-6
5-0
Untform dept i
3,600
WGF
18-0
8-0
5-0 .
46 ;
3,400
WGG
9-0
8-6
«4-0
Uniforn'depth
1,200
WGH
9 0
8-6.
5-0
Uniforindepth
1,350
WGDXL
21-0
9.6
4-0
Unifoffn depth •:
3,000
WGDLXS
18-0
8-6
5.0
Uriiforn depth
2,800
For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 gallon = 3.785 L. m
TABLE 3 --SPAS .
SERIES
SHAPE
WIDTH OR DIAMETER-
(ftan:)
DEPTH
' f .-4n.)
CAPACITY
(gal.)
RS
Round
5=8
w 3-0;
275
RSSW
Round
5;8
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
1-6
125
SS
Square
6 6`
.14
295
WSW
Square
6 6
3-0
295
SSSP
Square
6-0; •
1.6
150
LOS
Octagonal
7-0..:. -...
3-0
4,%
LOSSW
Octagonal
7-6 '
3-0
i 450
LOSSP
Octagonal
7-6.
1-0,
220
LRS -
- - - Round-
- 7-0 - r - -
10 -
-- - 420,
LRSSW
Round
74
30
+ 420
LRSSP
Round
7-0, `
1-6
180
BOS
Octagonal
8-0 ..
3 0
475'
- BOSSW
-Octagonal
8-0
`z3-0".
475
BOSSP
Octagonal
.: ,.
1-0
270
CS
Octagonal
8-0•x 124,..'
3-0
700
Octagonal
8 0 x'12-0,',:3-0
700
CSSP
Octagonal
"x 12-0 '
1
430
RG
Freeform
8-0 x -11-0
3-4
600
Freeform•- -
, 8-0 it 11-0
3-4
600
RGSP -
Freeform
8-0. x 11-0 ,
1-6
470.
_RY _._.__
Rectangle
8-0 it 10-0'
3-4
600
RYSW
Rectangle
8-0 x 10-0 "
34'
600
RYSP
Rectangle .... —
x 10-0
1-0 .
- 330
M
Round
1".3-4
550
MSW
Round
10-0.
34
. 550
MSP
Round
10 0'
1.6
325
CB
Kidney
8-0 x 10-0
3.4
525
CBSW
Kidney
8-0 x 10-0
3-4'
525
CBSP
Kidney
8.0.x,10-0
1-0,
275
LCS
Rectangle
8-0x•17-0
3-0•
1,840
For SI: 1 inch = 25.4 mm, 1 toot = 305 mm, 1 gallon =.3.785 L.
Page 5 of 6 PFC-3608
TABLE 4—ABOVEGROUND (191/Z INCHES MAXIMUM ABOVE GRADE)
For 51: 1 inch = Z5.4 mm.
6'X6' - VIA X Wt.4
VIRE MESH OR
3' nuN. REBAR NO. 3, @ 7.0'
EACH WAY.
POOLS
FOR CLAY (ADOBE)
- SPAS
T— Tx—x=
s-
MFF
SK
RS
LOS
CS
M
EACH WAY.
MK
SL
RSSW
LOSSW
CSSW
MSW
MLL
SP
RSSP
LOSSP
CSSP
MSP
ROGMLS
'MP
AL
OS
LRS
RG
CB
MTK
MN
OSSW
LRSSW
RGSW
CBSW
SAND (TYPICAL)
WGB
WGC
OSSP
•LRSSP
RGSP
CBSP
WISE
WGF
SS
BOS
RY'
LCS
WGH
WGDA-
SSSW
BOSSW
RYSW
SSSP
BOSSP
RYSP
For 51: 1 inch = Z5.4 mm.
6'X6' - VIA X Wt.4
VIRE MESH OR
3' nuN. REBAR NO. 3, @ 7.0'
EACH WAY.
SLOPEDt/4'=1' g -
FOR CLAY (ADOBE)
SOIL ONLY.
T— Tx—x=
s-
3'ti+�H.
lo'
` FOR CLAY
(ADOBE)
SOIL ONLY.
3' THICK COMPACTED
SAND (TYPICAL)
4' MIN, THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
SAND
6 FIBERGLASS
POOL SHELL
FIGURE 1—TYPICAL CONCRETE DECK FIGURE 2—TYPICAL CANTILEVER CONCRETE DECK
6'%6' - V1,4 X WIA
VIRE HESH OR
3'ti+�H.
REBAR NO. 3,@7-D'
EACH WAY.
n„
F
OR CLAY (ADOBE)SOIL
SLOPED t/4'el'
ONLY.
,2
-
iR
1
FOR CLAY
(ADDBE)
3' THICK. COMPACTED
SOIL ONLY.
SAND (TYPICAL)
4' MIK THICK COMPACTED
'
GRAVEL' FOR CLAY
(ADOBE) SOIL ONLY.
SAND
FIBERGLASS
o
(-- POOL SHELL
FIGURE 1—TYPICAL CONCRETE DECK FIGURE 2—TYPICAL CANTILEVER CONCRETE DECK
Page 6 of 6 PFC-3608
6'X6' - V44 X V1.4
BRICK VIRE MESH OR
NATURAL ATURAL 7' 4aN. Tv
REBAR NO, 3,@2'-0-
OR NA BECK—'\
ECK EACH WAY.
SLOPED 1/4-l' FOR CLAY (ADOBE)
SOIL ONLY.
It 1
Ir
IT
FOR CLAY
(ADORE)
SOIL ONLY.
3' THICK COKPACTED
SAND (TYPICAL)
4' MIN. THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE)' SOIL ONLY.
SAND
FIBERGLASS
POOL SHELL
)s
FIGURE 3 --CONCRETE DECK WITH BRICK OR STONE
MAXIMUM
10 112'
BRICK, FILLED BLOCK,
OR POURED CONCRETE 1
IAA:24-
2:
BACXFtLLED DMT
6'X6'-V1.4X VIA
VIRE MESH OR
REBAR NO. 3.@Z -0 -
EACH WAY.
FON CLAY CADOBE)
SOIL ONLY.
3' THICK COMPACTED
SAND (TYPICAL)
4' HIM THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL MY.
SAND
3• I,—
FIBERGLASS
Ir
PD1. SHELL
FIGURE 4—TYPICAL BOND BEAM CONSTRUCTION
MOUND DIRT �_ IDNAL
AROUND POOL OPToprID DECK
APPROX. 6'
FIGURE 5—TYPICAL ABOVE GROUND INSTALLATION
Bin #
J.�
SI: L"AlQuinta:
Building:Safety,:Division
P.O. Box 1.504, .7.8=495 Calle TampiCo
La Quints, CA 92253 .,J740) ,77-7012
Building Permit Application and .Trackin Sheet
g
Permit #��
lAb
Project Address:'
Owner's-Name i
A. P. Number:
Address:,S gib ASV" tD,A <De eoE ga .J
Legal Description:
City, ST, ZiP:
Contractor: P(� SVI
1�, )^,)C .'
Telephone; ;
Address:'53 9AR.iGww,A ;
Project Description:
City, ST, Zip: LA c? n , f� lam. • 225 3
�J�1' :� `+c , (a I �l �3 �7 (f* SS .t—'
Telephone:- 4U.
/VD (fQ-
State Lic. # : City ac. #:
Arch., Engr., Designer:
G. r
Address:'
City, ST; Zip:
Telephone:
State Lic: #:
Name of Contact Person:. '-�54-0 cam' `Ti
C onstruction Type: a Occupancy:
�ject type (circle one)::New Add'n .- Alter Repair Demo
$ Ft.:
#Stories:
# Units:
Telephone # of Contact Person:
Estimated Value o Project: - dZ oC o
APPLICANT:•DO NOT WRITE;BELOW THIS. LINE
#..
Submittal ..
Req'd
Reed,
iTRACMd PERbM FEES
Plan Sets
Plan Check submitted Item
Amount
Structural Calcs.
Reviewed, ready for corrections Plan Check Deposit
Truss Calcs.
Called ContaciTersoo Plan Check Balance
Energy Calcs.
Plans picked,uP Construction
Flood plain plan,
Plans resubmitted Mechanical
Grading.plan
V Review, ready d'or;correctionsrssue -`Electrical
Subcontactor List
Called. Contact-Peraon Plumbing-
Grant Deed
Plans picked up S.M.I.
ILO.A. Approval
Plans resubmitted ;Grading
11V ROUSE::
in° Reyiew,ready for correctio# ssue Developer ImpactTee
Planning Approval
Called Contact Person A.I.P.P.
Pub. Wks. Appr
School Fees
Date of permit issue
)FOR"ONS .. _i -NQWFees.
LDATE
8Y I