0110-110 (RPL)LICENSED CONTRACTOR DECLARATION T
I hereby affirm under penalty of perjury that I am licensed under provisions of
Cnspter y (commencing Wltrt Section /uuu) Ot ulvlslnn ; of the Business and
Professionals Code, and my License is in full force and effec�la. *,C
License # Lic. Class Exp. Date
367.530 C..53 � •-. e 9n0102
Da e�?fie` Signature of Contractor ��`' •� �•
OWNER -BU
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, 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
perfor ceAof%the work for which this permit is issued.
( .) Im�`hh'aave ark wlf► maintain workers' compensation insurance, as required by
e`Secfion 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:
Carrier !'�CCEPT'TANCE WIND No. FW09+84908
(This section need not be completed if the permit.valuation is for $100.00 or less).
( ) 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 should become
subject to the workers' compensation provisions of Section 3700 of the Labor
Code,1„shall forthwith comply withcttose provisions. "
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, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
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 State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection purposes.
Signature (Owner/Agent Dete�
BUILDING PERMIT PERMIT#
TRACT
DATE VALUATION LOT TRACT
JOB SITE �.: �p�tpYpy�•�•C�fi•Nn
ADDRESS 7A-7 i4/7.1alL�ooT ALt% 6M1
APN
OWNER
CONTRACTOR / DESIGNER / ENGINEER
-4 RJN rim & v.p•�rhy JLL yppm
00.W14B?%R4AS3P012 Y
78-7605GkIi3.t:ROC K,L,ANF,
.24.97 1:T10nt?iAY74
:1.A.QXY19f'.:0,. CA
Hallr Qk 92545
USE OF PERMIT
POO 1,e!NWOR OPA..
POOL ONLY - I7&§i��.'�b��� � PER ME01REPOR1 !d' 3953.
A.1,Xid'63Yfi:7?.5APUR3ER9 13BUQU H IIS PUAC E f i101 k TO I''I1.,I"o POOL,
POOLANDIOR SPA 1101
RvKMf:TvA 'lJA' �'eJ.LVbYYAA.4d L1v A1l�.e.7
� A4.-7,L� 0.0D
may. 4.�r�p�� p+ V• y gg :�yEWS-i.[r'TX
/L",9P..1:l3TF r �tr?.�ie�� C'!'{.!'.SA'd1i�.�t Y
.
PLAN CHECK FM 101.000.439.318 WIN
CONSTRUCTION ION OR -10 101.000-419-000 $234.00
TS•.lE t1TFJ,CAt1FEE •• POOL 101.000-420-000 $45.00
Wd 11CAL FRE POOL 101-00"214,113.00 $24.00
OCT 09 2001
C' OF LA QUIN A
�16dA1�IC DEPT.
MR -TOTAL, C0X9WJ0Tf0X AND PLAN C,A"rC4.t
$482.10
rt S W PRE, WXYTTI&S
$0.00
f
RECEIPT
DATE / /
BY
DATE FINALED
INSPECTOR
,.., 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
", BLOCKWALL APPROVALS
POOLS - SPAS
steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
'
Final
PLUMBING APPROVALS
Waste Lines
Underground Plbg. Test
Gas Piping
Gas Test
Electric Final
Heater Final
_
_
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Server Connection
EncapsulationG�--
Gas Piping
Gas Test
Appliances
Final
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)
COMMENTS:
a .
01
A,
• - GENERAL SPECIFfCATIOE�S
Size • xVolume O Gallons ti
Surface Square Feet, Perimeter i�li Feet
Depths: Minimum Feet, Maximum Feet
EXCAVATION. atron at E
Hrs
9'i ( Debris Dirt
Trees Dee nd Ramp _ r
Access-
.91140
esrSpecial
. R B. B m
Q\',
1 Q(. _ PLUpe tze: Sucti Return �+
f ' -!
' r 1' ' F' 1 �t r `. Fitter O.� P.
% 7
°! TU Vent b
E A Fll ne Ft. t �`
l 1 Gas Ir a by L gth Ft.
Backwash ton (] Yes No
Spa Raised Hearer �--
f ee'�
• \ _ Filter Light it Injectors
s ,
Special
Special"
Rope Rings Grab R r Seats
lI Color and or type. s
BUUrtOS tC
TILE • penal '
ELECTRICAL By ToFt
Lights . t �^
Time Clock ial
�n 0ECK,NG to
Color Texture
4
Special
FENCE By + Local code
c
}`' t s ( P CIAL NOT
•
Pool Clearer S est. Ret.
�+ Chlonnator
p�
(! /� Diving Board
C1 1. a F LA QUINTi1 '' I � �• f Slide � 1
N e t
' lLDING & SAFETY DEPT:
PI J
FOR CONSTRUCTION ., p ,'�
DATE I o� BY
If ' SCALE QATE AWN Cl0 Y
., ./tet ,'• �• 't � �.. �\ � ^j �
Quality Fiberglass Pools,-,
1
Contractors lic. No. C-53 361530
32497 Hwy. 74 hemet, CA. 92545
(909) 9266060 Office
T . �N (909) 926-6062 fax
l
PREPARED FOR:.
TR
REs AIEW J
LEGENDOWNER:
To determine approx. elevation of pool on day of
+
O r ®
excavation. To wet down concrete shell at least twice daily_
for seven days.
CITY
n3
BkJ
filter Pump` Erev. Pt.
Return Grab Skim- Eye- Vac. fig- Cleaner Air t,Rnt
OWNER: Approves plan, pool and equipment .locations.
M Kef.
ZONE' ap
G q Rail mer ball stub Infector
>i
�
Hose Bib Elec..Meter Gm Mcte( ActuOator
Signed Date
"1
rXWUR6GAUGE
2REnWMA
VAIN' M AIIYORT
MAINDRAIN
rMu� 7APARr
PRESSUREFII.7ER
(S4M LK CAR•zWWF.OR
EQWVALEN•n PROV/WSBACK
WASIIPLUM 0
Jim
WAYVALYE JIM
sInMMER•
MUL77.PORTVALVBW/5101/1• T PRONABISX!/ emir"M
GI.ISSArRESSUREs•AUGK ARli ANCAWMI ISA
(NOT RWU/RED 8991/
CAR7=129FLUIM
n/r
STUB UP L 40FWXWAPPROVBPRECDDLI9A=W
PWIPWlIM R&6/Nl' MUNRR
le' PROM ,
EQUIPMENT _
70 WASH
COMPLYWI7HSIsC. MNSFw
I97A (N r=L9RED wnV
CARIRIDO/sl9L77i1y PROVIDE SUMP LINEW7XNRE(lUIREQ Ilir Sal 40ACOR
MLYgl RZMEPROM VWFNDOFX=4VA7TONANDX i•(moi:
FILTER AND PIPING ISOMETRIC
N.T.S LCJL0. REPORT#3W
�70PPLNG r-0'M1M
3117
A.
Ir
RAW
ILK
IN
FoRaAY( wm) apSHELL
aJ 1 �:�� / ' ' ` • ' /"
WWP6X6•WL4=4OREQU0M
'-
1lJl:
atl,.. ;�,,^...�•.• "'+�• ,.. ; rl(1M770C[COMPAC7ED01NYEL
"?I'+ •"r �' FOR CLAY01IODE)SOILOII y T
'r ;'--}!` "I VOCKC0MPAIMMUND(1 W
1. 'r DRAW)NOSHALLDRUSKP)NCON/UNCIXWWrM
CONS7RUC770NSPFC/FlCAT10NS
2 WALKR'AYSIIALLDECON77NUOUSAROUNDPOOL 1 6•MIX77HCXCOMPACACD
RKMhR7O771r.S1'ICU'/GAT)UNSlC)NEXPANSWNXIINI • SAM LL
SPAC I&
CANTILEVERED DECK OPTION
N.T.S lP
LCB -O. REPORT #3753
P00LDECK70PPDVG "A"
(OP77QNA4
T.
P/DERGiASS
^ f~y!j !Cid ?y }.; �Ca� a; � `' , , .. •. • •.1 ,.:. SHELL
11=
1'AII/IIhdIL3
EUI�I x,1.,11 WWP6X6•W1,4XIA0RE9LNL
14; uM11
PORCLAY(A1X)BR) gt11 " •:+' y:e, ya
SOIL 4' alld i " a ` ):•
0 MIM TH/CKCOMPACIRDGRAM
s i.
!!N ; : FOR CIAV (ADORR) S011- ONLY P
7711CKCO4dPACTFDSAN0(M.)
67077 USEOLNOOMRh*i VONNTRf
1. 77US DRAWIN'O S/L4LL BE ,
CONMUM Nd SPErl"Ci177ONS
2 WA).KWAYSIUI.LDRCOV77NU0USAROUNAPP001- 6`MIM7H10000 1UACIED
REFER 70 Via PEGPICA770NSFOREVANSIONlO1Nf SANDi711.
SPAUN(A
EXPOSED LIP DECKING OPTION
N.Z& lo•
L".O• REPORT 113753
D=n A7E
mom
AGRAVELSUMPIS70BEPXOKDEDAT77MDEEP ;+::; .••%:11.11 •
ENI) OF INK KXC1VA77ON 70 CO1JJ=ORO1)N0 t u r a
WA7ERORDRAINAGEPROM77IBSANDDEDON
WWCH ME POOL IS INSTALLE11 LEM NNOFROM
MIS GRA VKLSUMP 1.1AIItrPOLYWHYLENKOR $41k114r tR
P.V.0 PIPKKXTKNDING7r)7NKGROUNDLKVKI.A-- + Ila N073•C
U77UZED70ASSLST/NRELIEFOFHYDROSTA77C �h Iwlf
Px7r.Ml KBYCOLI.E 0HGROUNDSEEPAGEWA7XR jir Irflts 1. 7WSAR4W)N0SNALLBEUSEDINL7aWUNC7=
$W)ULDITBKCOMENKCESSARY7r)EMP)YPOI)L- yet � WIINCOATMUC77ONSPSONCA770M
I
Lin 2 w&K.LBL+ICONMUOUSAROUXDNOOL,
st:.i• REFERwAYslL1l
To
FOR
SPAM=
,y U
ILIA �
)4/ASPNALrOR4J
,t, , VAS12UKKN PAMi N
• •SV}!'NI :Y'ti•...;"':�:! �.,K;C:.;1.�.'. 1 IIS
a l II IV I 1 1 1 ��-•Z^to -
Il/1•CAPPKDP.Y.O OR"�°o'eL 10•Xl8•XI8•SUMP
POLYE77IYLENELJNE70 PRA•ED87T ICaRAYEI.
Dh'UCsulAyra
SUMP DETAIL PERI•R47NONSVMP
N.T.S.
LCB.O. REPORT X3733
0"
FROST #41787
S.S. HANDRAIL (M)
M
I
WATER LEVEL
44
TYPICAL STEP DETAIL
(NTS) IaCB.O. REPORT1113753
JON
FIBERGLASS FOOLS
It `aIIAloha
v
O • •
F1BERGLASSPOOL/S, L•L.C.
POOL MODEL TA5-LE
POOL
MODEL
DIMENSIONS feet
& inches
DEPTH
APPROXIMATE
CAPACITY
MODEL #
0707A
MODEL NAME
T SPA
SPA
WIDTH LENGTH
7' 0" 710"
716" 71 6"
7171, 1418"
SHALLOW DEEP
2' 10" 2' 10"
21811 31611
116" 111 p"
allons
470
495
880
730
1,000
1,200
2,200
3 900
5 500
800
2,900
2,800
07076 76"
0715
8' 0"
916"
316"
3' 6"
0808
8' SPA
816"
81 011
716"
81611
810111
811011
101011
11,011
1110"
1113"
141911
201 011
361 011
811011
181016
16' 0"
318"
316!1
4' 0"
51 011
41011
316"
4'011111
4' 0"
316"
31611
41011
5' p"
41 011
31611
400"
41 011
0811A
BREEZE
0811 B
0815
0820
0836
0909
1018
1116
KIHEI
OAHU
LA JOLLA
9' SPA
TROPICAL
POND
1118
1120A
1120B
1123
1125
1127
SAND
CARIBBEAN
LAKE
NEPTUNE
PALM
ROMAN
MAHANA
LA COSTA
KEY WEST
ISLANDER
CATALINA 11
11' 0"
114011
11' p"
111011
111011
1110"
111011
1z oil
1z 011
12 0"
12' 0"
18' 01'
201011
201 011
Z31011
25' 0"
27'0"
1411010
115,000
211018
22'011
24'011
2610"
3'81111
318"
410"
316"
4'011
3'011
40
41011
41011
31611
310"
4'6"
510'%
41011
51611
4' 0"
50 8
4'011
4'011
41 0"
51 6"
5' 0"
4,,050
4,100
3 950
6,000
7,400
800
13,500
4,050
7,800
8,500
1141
1221
1222
1224
1226
1227A
1227B
1228A
MAUI
ALOHA II
1210"
121011
121011
27'0"
27'011
28'0"
3' 6"
316"
316t'
516"
5' 6"
51 011
9,700
9,6b0
11,350
1228K
1329
1333
1428
1430
1431
1432A
1432E
1432C
1432D
1432E
1432F
1432G
1533
1534A
1534B
1537
LUAU
WAIKIKI
HONOLULU
OJAI
y
NEWPORT-
ATLANTIS
AVALON
CATALINA 1
NEWPORT 1
NEWPORT 11
SAVANA
PALOS VERDES
BELLAGIO
ALOHA I
DIAMOND HEAD
12' 0"
131 011
131011
141011,
1 11'
1�4 0
14'0
14' 011•
141011
141091
14' 0"
14' 0"
141011
14' 0"
151011
151011
15' 0"
151011
28'V'
2910"
331011
281 fill
1 71
30'W'
31'0"
3210"
3L' Q"
3210"
32' 0"
32'011
32' 0"
32' 0"
331011
341011
34'0"
37'010
4' 0"
3/ 611
316"
41 011
31610
316"
31611
316/1
31611
316"'
3'611111
316"
3' 6"
316"
31611
3' 6"
3'0111
V 0"
51611
610"
61 011
51611
51 0"
0
6' 0"
810"
6' 0"
8' 0"
516"
516"
8' 0t1
71011
615@1
6' 0"
816"
-.9"500
10,500
14,000
13,900
34. 11,500, '
7,900
13,500
17,300
15,000
97,200
15,900
12,000
14,900
18,600
15,400
14,900-
18,000
1539
OASIS
VENICE
161011
16' 01,
40'0"
32' 0"
31601
4' 0"
81 011
656"
21,400
15,900
1632
1634A
1634B
1634C
1634D
1635
1640
1641
1642
1745A
17456
CORONADO
KAHUNA
LAGUNA
CAPISTRANO
ISABELLA
KONA
MIRAGE
MIRA LARGO
16011
161011
161 011
161011
16'0"
16' 0"
161 011
161 011
1710"
171 0"
34V'
341 011
3440"
341 011
35'0"
40' 0"
411011
42' 0"
451011
45' 0"
3' 6"
31611
316"
3' 61#T
316"
3' 6"
316"
3'6"
31611
3' 6"
6' 6"
61611
7'011
80011
610"
81 p"
6'511
_ 8' Oil
5' 6"
9' 6"
14,800
14 800
17,000
16,500
15100
22,700
20,900
24 500
19,500
26,800
ToazCIBICALPAM
2 #128#967• SCN40 PVC
ll/GH•/MrAcr1N POW. ARRA
GROUNDALLDOXES, MOWRQLAR
RAILS METAL iVALLS. EIS 16708
COAC
NeONDSWJDGY.ASMs7t
PUMPM07011
(PO0LrU1Q11070R70BE
IFFM. LIGHrISANM LL1R
LOCATMABOVEGRQW11D)
GMFORLOV.CIRCW7'
ELECTRICAL DIAGRAM
(NTS) LC.B a REPORT#3W
EOUIPMENTLIST
DHy ITEM MANUFACTURER
2 INLET- RETURN I -1/P WLI19E IIAYWARD MFG
GYCOLACNO. SP -1023 ca OREQILAL
I MAINDRAINAN77 VORTEX HAYWARDMFG�
MODEL Na SP.1048-AVOR 1035 -AV 00. OR EQUAL
1 SKIMMER HAYWARDMFG
MODEL NQ SP -1076 CO.OREQUAL
• NICHELIGHTASSEMBLYSTAINLF.SS AMERICANPRODUC73
STEEL WITNI'CONDUITCONNEC77ON ca OREQUAL
• LIGHTA&WMBLY300 WATT. 110 VOLT AMERIiC NPRODUCTS
W M2V POWER CORD Go. OREQUAL
•QUAN7777ESdtWA7TAGESPBwLEDATG�ONS7RUCHON 1067 FEE 0V %3 p
acce ted construction practices, construction contractor will be BUILDING � ����� � Y DEPT.
SITE CONDITION RESPONSIBILITY Construction Contractor agrees that in accordance with -generally p P
n com complete res •onsibili or 'ob site conditions during the course o construction o the ro ec4 includin sae o all persons and not to be limited
require to assume sole a p . p ty $ f. P 1 g safety f P .•„ I �5
and construction contractor rthera agrees to defend, indemnify and design en neerharmless from any and all liability, real or alleged, in FOR coNsTRuc�io
to normal working hours, a '' Engineer.
F A
connection with the a ormance o work on this protect, ercepting Inability arising from the sole negligence o the gr
P 'f f (d 9 a eY LDATE -
APpRpVE
WIU- t vOp,Rp ARE
_ PEANS 0,670 1�OR A SONEpuEEi
•SNE SIiE
INSPEO�IONO• EXOEp�IONS,
N
GENERAL NOTES
L CONTRAC70R 710 VERIFYALL CONDITIONSANDDIMENSIONSAT SITEAND
NanFYENGINEER OFANYDISCRF.PENCIESPRIOR T'O BEGINNINGANYWORK
2 DECK-MA7EWLS
CONCRE7'E-1:2-1/2:3.1/27GALJSACK
ZOOOPSI @ 28DAYS
REINFORCING WELDED WIREFABRIC-ASTMA-185
REINFORCING STEEL . ASTMA615 GRADE 40
REINFORCING ST'EEL - TORE WME77ED WUMRESRUCF-D
MINLMIIMSTEF.L SPLICEORLAP24"
MINIMUM TWOSQUARESFOR WWF
3 MMREFLOOR TIOBEINONETYPE VNDIS7URBEDSOIL ONLY.
4 A GRAVEL SUMPIS TO BE PROVIDEDAT7NEDEEPEND OF THE
EXCAVA77ON70 COLLECTGROUND WATER ORDRAINAGEFROMTBESAND BED
ONWHICHTHEPOOLISINSTALLEA LEADINGFROMTHISGRAVEL SOMPIS
A 1 -IJP POLYETHYLENE ORP.RC PIPEEXTENDING707=GROUND LEVEL
AND UTILIZED 7-OASSIS7'INRELIEFOFHYDROSTA77CPRESSUREBY
COLLEC77NO GROUND SEEPAGE WATER SHOULDITBECOMENEGEMARYTO
EMPTYPOOL
S 7HREEFOOT(Y) P7DECONT7N000SDECKISREQUMMEN77MLY
AROUNDPOOL INNON EXPANSIVE SOIL. FOUR FOOT (4') WIDECONTINOUS
DECKISREQUIRED INF.XPANSIMSOIL
6. PLOTPLAN,, FLLTERSYSTBM, PLUMBINGANDE'LECTRICALARESEPERA7E
SPECIFI C17'IONS BY CONTRAC710R
7.R4CKWASHTYPEFIL7ERSWBZVUSEDMUSTBEUTF.DW=APPROYED
SEPARATION TANK ORA rMIN, •P"TRAP
& PLUMBING PERMIT IS REQUIRED PLANIWNGDEPAMIENTAPPROVALIS
REQUIRED WIIERENO SEWERSAREAVAILABLE
9 ALL METALANDREBARARETOBEBONDEDTOPROVIDEEQUAL
ELECTRICAL POTENTLIL INA MANNERAPPROVEDBY771EELECTRICAL
DIVISI0NOFBU7LDINGDE1AR7MEM: PLVM0JNGANDELECTNC4L
GROUNDING CLEARANCESARE REQUIRED PRIOR TO BUILDING INSPECTION
APPROYAL OFREINFORCING STEEL. ALL ELECTRICAL+ EXCEPTBONDING, TO
BE INA CONDUIT- ELECTRICAL DROPS SHALL HORIZONTALLYCLEAR THE
POOL BYTENFEET (100").
IQ POOL TOBEFENCED BYA SURSTANT[ALPENCE CONFORMWOT0LOCAL
CODE GATES7.OBESELF-CLOSINGANDSELFLA7CWNG OBTAINBVILDING
DEPARTMENTAPPROVAL BEFOREFILLINGPOOL CONFORMTO LOCAL CODE
FORFENCINGMA7ERLl4MWIMUMFENCENE(GHT GATELOGiTTONAND
LATCH HEIGHT.
11 FILTER EQUIPMENT TO COMPLYW]77I LOCAL BUILDING CODE
12 SLOPE SOILANDJOR POOL DECX SARETO DRAINAWAYFROMPOOL (2
MINIMUM FOR liARTHAND 1 %MINIMUM FOR CONCRETE) TO APPROVED
LOCATIONT 0PREVEMrPONDING- CONDUCTALLDECKDRAINGAGET o STREET
OR OTHER APPROVED LOCr1TION BYMFtI NS OF NONEROSI VE DEVI CES
13 POOLANDEQUWMMTT0CONFORM ToSIATEENERGYREQUIREMENTS
141 PROVIDESIGkORPOSTERATPOOLAREA CONFORMING TO LOCAL CODE
Is PUOMCPOOLSREQUIRE COUN'IYHEAL7NDEPARTAXNTAPPROVALA:
HANDICAPPEDACCESSDEVICE PER CAC 7TILE24
lb POOLSARE70BEMANUFACTUREDIN7IIESHOPOFANAPPROVED
77PE 1 FABR/GTORANDANIDENTIFICA770N OF771EMANUFACTURER IS 70
BEPLACED ON7HEPOOL SHELL INA LOCATIONYISMLEAT 77ME OF
1NSP .C770N- MANUFACTURER TO cOMPLYWI7H CURREIVTLCRa REPORT
NO. 3751
17. 767E MAINDRAINLINEAND ITS CONNEGTIONTO THEPOOL SHELL IS
ASSEMBLED DURING FABRICATIONPROCESS► ORJUSTPRIOR 70 SE-rMG
POOL SHELL INTO EXCAVA770N, AND NO ON•SI7E INSPEC770NOF THAT LINE
IS REQUIRED OTHER TMNTHEPRESSURE TESTREQUIRED BYTHE
PLUMBING CODE
18 7HgPOOL MUSTREMAINFULL, OFWATER ATALL TIMES A
PERMANENT SIGN SHALL, BEATTACHED TO THE PLUMBING EQUIPMENT TO
READASFOLLOWS: 'N077CE• POOLLSDESIGNED710REMAINFUL.LATALL
TIMES: IFIT BECOMES NECF:SSARYTO DRAINPOO4 CONTACTINSTALLING
POOL COMPANYOR 771EIRAGENTFORINS7RUCTIONS'
19. THE POOL SHALL NOTBELOCATED WHEREITMAYBESURaMRGEO BY
ANE GS77NGBU7LDINGF00T INGOR OTHER SUPERIMPOSED LOAD ON TBE
SAMEPROPERTYOR POSSIBLE FUTURESURCIMGEFROMANADIACF.NT
PROPERTY.
2a POOLSSHALL,NOTBEINSTALLEDINA'GRI.�)INGAREA'IFTJM
DIRECTION OF THEBEDDINGPLANESISSUCH7NA77HEWA7ER USED 710
PUDDLE 777E SAND FILL. MAYLUBRICATE THEBF:DDIIVGPLANESAND CAUSE
EARTHMOVEMENT. A PREINSPEC770NOFEVF.RYPOOL LOCATED INA
'GRADEDAREA'SIIALL BEMADEBY771E GRADLNGLNSPECIOR 70 VERIFY
THIS CONDITIONAS WELL AS OTHER POTFNTJAL GEOLOGICAL HAZARDS
21. POOLLIGIMNGSHALLBESPECIFICAI.LY`L/STFD"FOR USEIN
FIBERGLASS, VINYL, OR PLAS77CPOOL SAND SHALL BE SUPPLIED BYA
CIRCUIT PROTECTED BYA GROUNDFAULTINTERRUPTER
22 POOL WILL BE SUPPORTED BYATLE471V OFPODLED SAND PLACED
OVER THE EXCAVATED AREA AND BETWF.ENTHE POOL WALL AND 771E EARTH
BANX IFSURROUNDINGSOIL ISE MANSIVE
23. ALL DRAINS, GRATE$ PROTECTIVEDEVICESANDSKIMMERCOVERSFOR
Sg7Ai IMGPOOLSANDSPASMUSTBEAPPROVEDBYT71EBU7LDING
DEPARTMENT PRIOR 7101NSTALL4770N.
24 STRUCTU.4LDESIGNISINACCORDANCEWrMUBC1994.
25. POOLSARE TO BE INSTALLED BYFAC70RY-T RAINED OR LICENSED
INSTALLERS ORANINSTALLERAPPROVED BY7IiEMANUFACTURER IN
ACCORDANCE WITHCURRENTLIcaa N0.3752
26. WELDEDWIREAMH6x6•W1x4MAYBEUSEDINLIEUOF#3
SnWGHTBARS
engr wevr@liotmail co m.
NOTE: Copies, of this plan are not valid unless wet
signed and stamped with signing engineer's seal
27. TITLE 24 - PART 6 -ARTICLE I. SUBJECT' SWIMMING POOL
HEATERS
SNTAN�.� HWrrH E OKNc1XQ 1� M suAUWENERGYAPP ERVATION
1. ANON -OFF SWITCH SHALL BE MOUNTED ON THE OUTSIDE OF TUR
SWIMMING POOL HEATER FOR EASYACCESS TOALLOWSHUMNG OFF
7171;
OPERAT70NOFTHE MAIER WITHOUTADJUSTING THE THERMOSTAT
SP.rriNGAND TOALLOWRF.STARTING WITHOUTRELIGHTING THEPILOT
LIGHT.
2A LENGTH OFPLUMBING (36' MINIMUM) SHALL BE PROVIDED
BETWEEN TIIE FILTERAND TUEIIEAT.ER TOALLOWFOR TIIEFUTURE
ADDITION OFSOLAR HEATING EQUIPMENT.
3. ALL OUTDOOR POOLS EQUIPPED WITH FOSSIL FUELED HEATERS -
SHALL
ALSO EQUIPPED MHA POOL COVER
4. TIME CLOCKS SHALL BE INSTALLED ON CIRCULA77ONPVMP.
S. ALL NEWPOOLS SIIALL BE EQUIPPED WITH DIRECTIONAL INLETS
FOR
GOOD MIXING OF THE' POOL WATER
28. 771E MINIMUM SOIL BEARING CAPACITYINTHEAREA WHERE THE
CONCRETE WALKWAYIS TO BE POURED SHALL BE 1,000PSFPRIORTO
SE777NG THE POOL SHELL INPLA CE,
29 A 6' (MINIMUM) COMPACTED SANDFILL SHALL BEPROVIDEDALL
AROUND WHERE THEPOOL SHELL COMESIN CONTACT WITH THE GROUND
INADDTTIONTO THIS 6" COMPACTED SAND FILLANADDITIONAL 6'
COMPACTED SAND FILL, TOTAL Ir MINIMUM, SHALL BE PROVIDED WHERE
THE POOL SHELL COMES IN CONTACT WITH THE GROUNDTALL OFFSETS,
STEPS, CURVESAND CORNERS• CARE SHALL BE TAKENTIO ENSURE THAT
THE POOL SURFACE IS COMPLETELYBEMRING ONTHE COMPACTED SANDFILL
WITHOUTAIR POCI= ETC,
30. ATALL DRAIN LOCAT70NSA GRAVEL SUMP (18'k Ift 18") SHALL BE
PROVIDED. A 1-112" DIAMETER PVC PIPF. SHALL BE PROVIDED TOACTAS
A SUMP DRAINAND SHALL BE BROUGHTALL THE WAYT O THE SURFACE
31. ALL PIPE TO BE "P'VC' SCHEDULE 40 SUITABLEFORPOTABLEWATER
32 POOL SHELL SHALL BEAR ON UNDISTURBED SOIL, FREE OFPEAT, MUCK
OR 077MI)ELBTER/OUSMATERIAL. OFANYSIGNIFICANTAMOUNT.
33. THE DRAA7NGAND CALCULATIONSAREPREPARED 710 SHOWGENERAL
INFORMATIONREGARDINGPOOL GEOMETRYANDDIMENSIONS THEEIVGINEER
(IC) SIIAU INSTALLATION ON � OHTC SITE WfTH UFACTURING V4RJ1ANCE OR TILE
UT THE KNOWLEDGE
1NVFSTIGATIONOFTHE FNGIN •
34. ELECTRICAL HOOK-UP OFPOOL EQUIPMENTAND GROUNDING OFDECK
STEEL SHALL BE INACCORDANCE WITH NATIONAL ELECTRICAL CODEANDALL
APPLICABLE STATE AND LOCAL BUILDING CODES
35. SOIL SHALL BEA MIXTURE. OF GRAVEL, SAND, SILT, AND CLAYINANY
COMBINATIONOR PROPOR77ON TILAT ISABLE TO SUPPORT THE WATER
PRESSURE WHEN POOL !S FUL4 THAT IT WILL NOT DEVELOPSOIL
PRESSURESLNEXCESS OFINTE,RIOR WATERPRESSURE WHENPOOL ISFULL
36. TYPICAL PROPERTIES OFA REINFORCED FIBERGLASS POOL: '
BARCOL HARDNESS OF 25 MIL GEL COAT 40-50 %
GLASS CONTENT SYWEIGHT 27
TENSILE ST RENG'TH, PSI AT 77DF.GRF:F:SF. 19,500 %-2..%,
TENSILE ELONGATION 1
FLEXURAL STRENGTH, PSI AT 77 DEGREES F: 4800-27,600
FLEXURAL MODULUS, PSI x ]OAT 77DEGREESF.. 6,72- 6,77
IZOD IMPACTFT-LBS1INCHOFN0,TW 5.9
COMPRESSIVE STRENGTH, PSI 25,000-38,000
TYPICAL THICKNESS, INCHES 5116
37. WATER SUPPLYANDDISPOSAL SHALL BE SOARRINGEDTHATTHEREIS
NO CROSS CONNECTION W137IDOME, WCS='MS
38. MAINDRAINTO HAVEANANTI-VORTEXTYPE COVER ORA GRATE 87TH
MINIMUM OPENAREA OF 85 SQ IN.
39. POOL TURNOVER VMLL BE 12110URS MAXIMUM WITIIIII-RATE RAPID
SAND, CARTRIDGE OR D.E FILTER (MINIMUMI8"DIAMETER OR 1.75 SF) &
PROPERLY GROUNDED, APPROVED PUMP (MINIMUM 114 H.P. W129 G.P.H. (g?
SS T.D.H.; HAYWARD OR EQUAL).
4a AL1.PLUMBINGANDF.LECTRICALWORKMUSTCOMPLYWITHTHECODES
IN EFFECTAT THE CONSTRUCTION SITE NO OVERHEAD WIRES SHALL PASS
WrMNIO' OFTHEPOOL
41. CONCRETE 70 DEVELOP 2,OOO P.S.I. @ 28DAYS POOL BOTTOM710 BE
PLACED ON MINIMUM 6" OF SAND.
42 HYDROSTATIC PRESSURES: DESIGN SHALLASSUMEPOOL IS EMPTY•
43. NWROSTA77CRELIEFVALVENOT CREDITEDFORMORETHAN2'OF77 E
DIFFERENCE OFILEADBETWEENPOOL BOTIOMANDFLOOR CRITERIA LEVEL..
44. BACKFILL MATERIAL MUST NOT CONTAINROCIaSTHAT COUL.DDAMAGE
POOL WALLS
45. STEPS ORA LADDER SHALL BE PROVIDEDAT 7'HE SPIALLOWEND OF
THEPOOL
46. POOLS OVER 40' LONG SHALL HAYEA SECOND STT P OR LADDERAT
THE DEEPER OR OPPOSITE END.
47. AT THE DEEP END STEPS OR LADDER SHALL BE PROVIDED' IFPOOL
IS OVER 30' IDE AT THIS END, SUCH DEVICES SHALL BE INSTALLED AT
EACH SIDE
4S POOL LADDERS SHALL BE CORROSIONRESISTANTAND HAVE NON -SLIP
TREADS
49 DIVINGPL 4TFORMS OR DIVING BOARDSARENOT TO BEINSTALLED ON
THESE POOLS
50. IFLOW VOLTAGELIGHT, INSTALL PER N.EC 680.
51. IF THE SLOPE FROM THE SHALLOWEND TO DEEPENDISMORE THAN
1:7A SAFETYROPE SHALL BE PROVIDED-
52.
ROVIDED32 SK]MMERSSPIALLHAVEDECKOPENING,
LC.B.0. Report # 3753
D
awairian-==
FIBERGLASS POOLS
Aloha
R FIBERGLASS POOLS, L.I.C.
17031 Muskrat Avenue, Adelanto, CA 92301
(760) 246-7665 (760) 246-8022 (Falx) H'N'W hawainfaberglasspoolnet
William H" Weaver, P.E. May 8, 2001
Consulting Engineer
S797N• Bogart Ln.
"t Boise, Idaho 83703
Phone/Fax (208) 8S3-0699 Sheet 1 of 1
Civil Engineering . Surveying- Subdivisions - Land Development Planning