Plans .. .rJ7/ fr7/ 1777 L3; 413 D,5 - - -1 _ V 1 I "JL I I j ,
;Yy a sit.✓ . ( Qre , '�, , • ' .:: • • 4 �. ';.r I C B a E Y a I u a I• }` ' �+! V WW rr �+ QQ I i'' �f .. , . r � w' 61.. , ; " 4 •
,js 5380 WORKMAN MILL ROAD s . W CAL 90601. � ' : : ' 4 j 1 I f , tv •
International Conferehd ; o Su 3 ff1`ti.= f � fi; ` , '>•,
A subsidiary corporation of the ;_
,.. ; ; c �i•r y. 3. "eat:
.EVALUATION REPORT ; ReJssued
' ' Oop ®1999 ICBO gveluation Service. Inc. '
,�,, sa ;. ; •::(a
Piling Category: SWIMMING POOLS AND SPAS (266) t , ' - Ps ` ; , "
• • FIBERGLASS ONE -PIECE SWIMMING POOLS AND SPAS 2.2 Installation: ' '•+ • .VIKING POOLS INC, hO Viking pools and epee may be Installed withdut'A•e ilk ilivtie •',t
POST GFFICE SOX 98 Ligation by a quelifled engineer, subject td the•ti tipftia ;,
WILUAMS, CALIFORNIA 95987 cial's approval, providdd none of the folloWitlg dot. ' •' . a'
encountered at the s ; , z t;a, - °' ' ' . i s
1.0 SUBJECT • . o t p . � �,
I. The existence of groundwater Within dtlptH b t t , •
Fiberglass One•plece Swimming pools and Spats, spa excavrlttioh. Y '` •
. h"
2.0 DESCRIPTION 2. The existence ot u nCoriipacted fill In'ebt t : ,, i
. portion of the 06! or•Ape. • .. •... • ; i_a;y,. `' '. :
3^ {r •
2.1 General: 3. Th exl stetice o f any expansive or ad3bai;.' • � ? ;111..7:".W.? The swimming pools and spas consist of one -piece flberglalif fie ' 4. The existence of ar1Y doll types With iiii t •'''i ' • j:,
construction shop - formed over a mold. The material is fiber that will not support the wells Of .the exoi4aiii; ` "• ''• di ` : t, `` . '
. :, , • , . il.
lass reinforced plastic, 1 /4 inch (8.4 mm) thick, composed tlf ; slopes. • ' ' ; 0 , ,'r ; ;_ ,: "S xs
:•. • 5. Proposed pool or`# 'a location en she a' '
_ . i J ,'(;'
surface finish Is a nee ant glycol • rsophtallc sacra, vinyl ester resin, fiberglass, and ceramic. Thi•,,;.;.. p g ti . ��.�, • �
1 el coat. Viking Pooliii f .• • " ' •xy z, f`ii ra y :
Inc., produces various s tyles o f swimming pools and epilLie . • lures. „ ' li ”' • i T he exis te n ce of ii4 cr ac ks or t5pehingrl'Ifi`, ' ! f• r) • 1:r
I pool dimensions, depths and capeolties; At' � ; g' i, r'r'. " t
The • ov ®rat p '•r' ; : • • not con sand , ,0 din . : ., • . : ti t`:'' � '' . ,11 °,
shown In Table 1. For mini- pools. see Table 2; for epees ;.ge a • ° ' is eiicdt inttirad; •'i5li4�1 `
!' . If any condklol tibeik A 'f' :4.4
Table 3. ` ?, cents immedietmty, YI1tf:apacifitid'CorlditloFist rtt ' ' 1t
Certain models described in Table 4 can be placed U tc(. � then bt# reviewed ah 6d o rimes ditt1t3n9 rt'tfltdd', = �;', (Je1�l' • '� `,+
i9t /7 lnchee (49,5 mm) above ground. Vertical supports Cflt e nglhoer. The bultdlf�� rtivat epploV6''LI . " faller' ; t
slating of '1- inch- by -1 /2-inch by- 38•Inch -long (25 mn1 bI13 . : a' - 1 : ', ;� . k ,� '
r b e f ore W 1ef:t 0 ti tihued:;� i;F
mm by 914 mm) Douglas fir No. 2 wood members °netpetl ;l, i
The pool oP spa e profile mu st odf ` ' • ' 1' „•
fated In the FRP process at 4 8 - Inch (1372 mm) i Wit t 5 ;f .1 contours of the pbel;�'��'� tits overexchvatlori ill a" a tjately cf 1
are required. These pools and apes may be placed with tfi .• ' Indies (152 rtlm) err the sides and 12 Inches (3 t 'oft diflt'' ",
o
without concrete or wood decking. Unless i l ber s, pordq •. :- Atttt'"(he pool Width la cniertyxi� fro ji „,
of the units are protected from sunlight by soi berms, deckQl ;'c ' ends. At the doe fi to 24 inche8 (203.001d 1d fhm So the! liras di6 ' v , i sec' >
etc., these portions must be coated with a UV•InhlbltUl h af4u •a 'rlt .4d f the Initial, 2 list: `' • ;flit'
opaque pai that Is compatible with the laminate, ' ' H of b T bi Q k Vetlofi h ilt tN tit/ . "', ftVid
` , 1,
The fiberglass has an average tertisile strength of 13,3U8 i '' tf appio>ZIs)Ileljf; hotlsl9 'f6 td 1 t
• ' , ' l °Y
(91,76 MPa), ultimate compressive strength of 23,400
. ft o i; t yp.. Te bl��ieiiI f r the ti8ol be W 1 r •'1f 9 , #
(161.34 MPa) and flexural strength of 41,978 pal (450:/S,7;,. o d 1 'i`
o f b Skid. 'MI6 find lay It cbmpN i ; $'It1f �,�..4
MPa). The upper portion of the in- ground pools and sprig l al tamper and wittilir.�f itrttuitanedtli waterfall iltnd :SSItt blia '
constrained by a concrete -bond beam. See Figure 1 for de-'' operations then t oMitienee. The fiend la t:orrl 1� WIti , •
tails. For above ground models, See Figure 2. • • tamper end Water. Thfi Irtataller must enat thi( Wk•b *tl
All plumbing and electrical work must comply with the Cdd .. • • level and water Iava1 Wte approklrrnately.the itini `tfi'lUght '
currently in effect at the construction site. The pool and aria this procedure. the'rebla and apse are Indtellairditr .by tad ''”
must remain full of water at ail times. A permanent sign mutt :: • I ty trained Arid spprbti4d agents of by iratt lIlgr;id, ftelaltlltti5 i - .'
be. attached to the pumping equipment with the following 1s1;• accordance with the i`egUlrementd of this rejibt't,': N,::•.'+• µ'
formation: Concrete decks Sit prepared as Indicated id.011I4t I igtJ' t/
Notice — The pool or spa is designed to remain full of Water .' 1 or Figure 2. Detail kpticifically for Installeti6fiel i' expe
• at all times. The pool shell may be damaged if the water lay '. . slve, clay, or adobe'Itbltd spply only whetl 11upii'ted by•t 1
at is allowed to drop below the inlet. When appred&bl$;,„ ..,' ... - dnglnAer'e ridcomrti hdetlone ehd epprovlfid btl:1 ., Millie fy
draw - down is noticed or ii It becomes necessary to drain tHd;: official. Ferrite erg' OIboed erduitd pool ,br ,ape•; riffldtalti
pool or spa, contact Viking Pools, Inc., or its agents fer In+ �. ' Where chaifii'iit. t tits pd keMS tt'id titirIng 12 lhaet 3A5 Hai ' ' • ,: ' r the'
structiona. wins end s Ihch � �Mg , t4tirn) deit si fts pr
A permanent label must bo Installed adjacent to the above •.. . • limiter exei'iVAtioPI t'S `bit uf9' eiichordig5. Thli.,16hCrteterf " ;! •
sign by the manufacturing licensee giving his name, addreeb
and telephone number. placed within 1 /6 lrtth (6.4 trim) of toping top li tlwi�iy i '
for drainage. eloped.
..i . ;,may! ti, •
BraluaHon reports of ICAO Realuatlon Service. Inc., are issued sooty tod'136tde frjfbrmation to Class A silimbtrili ZCBO, u(111E14 the cud* ittorM +Alt tit t• f bi4
U bared. E'aIuadon reports are not to be construed of represrntint aesthtkei or any other attributes hot sieCOSeelij dttdietzed nor di an endorlikt iif .* HiOit dill ? • datlon for use of the subject report. '• :,,,i.11.:? :
TMs report le based upon Independent tuts or other iechnical date subMiiiiA by the applictint. The ICAO R,1tti4Hdll'.'ih4ci, Inc ,i techn katst4 ltiiiI'ltifiiOid `'�
Mt multi and/or other data, but does not posters test facilities to ntakt a* independent verification. There is Ao wd' oral by ICAO Evaluation Ser9T IOtir., isp1'elty
or Implied, as to any "Findlay" or other rnathr in the report or or to any product aortae by the report. This dlscki.dsr fntfudey bu? Is not Slatted lq iiiiithahMbligkd
•lases 1 of a
03/13/2000 09: 34 53047.35393 V1KIH'a PULL ,11-1 F ;�,L LI_
F+ rt,.•JOVo
Paw) Of ,
glardeta are redulred where pools are on premises of Group ming Poole and Spas comply with the 1997 Uniform
+, blvislon S occupancies. The barriers must comply with Ap• Building CodeTM, subject to the following conditions:
pbndix Chapter 4, Division I of the code. 4.1 with conetruction and
ort end the spa In ta l eron comply
2.3 Identification: Lions.
Viking pools ere Identified by the following information im- 4.2 Electrical and plumbing Installation comply with
printed on the top step of the pool or spa: Manufacturer's the respective codes In effect at the construction
name; pool or Spa model designation, a coded serial•number site.
end evaluation repedl number. 4.3 The pools and spas are Installed by factory trained
The aboveground unite also bear the label of the quality . 4 Or licensed Insulters re agents approved by Viking
control agency, Columbia Research & Testing Corporation Pools, Inc.
(AA-527). 4 Clearances from slopes as set forth In Section
3.0' ,EVIDENCE SUBMITTED • 1806.5.4 of the code are observed.
• Plank fabrication and installation data, calculations and a 4.5 The pools and spas are produced by Viking Pools
• at 121 Crawford Road, Williams, California. Ele-
quslky control manual. vated unite have quality control Inspections by CO-
4.0. FINDINGS lumble Research & Testing Corporation (AA -537).
That the Viking Pools, Inc., Fiberglass One-pleas Swim- This report Is subject to re- examination In two years.
u
•
•
TABLE 1 -POOLS _
DEPTH
MODEL NUM0011 LENGTH 01.-In.) WIDTH (K.In,) Veep End (n.*+ -) Shadow End (ft-In.) CAPACITY (gallon.)
L 31-8 14 -0 7 -0 3.0 13.700
N 36 - 6 15 - 3 8.3 3.5 20.000
B 25.0 11.10 4 - 6 Uniform Depth 8,100
3 -5 16.000
K 34 1 -9 4 8-3 -6 Uniform Depth 6,000
RC 24-0 11 -10 3 -4
RC 31 14 5-10 14.000
MK 27 -10 14 -4 5.10 V 3-6 10.000
BL 40 -0 11 -1I 4.6 UniformDcpth 9.000 OFF 25 -7 13 6-0 3 -6
OP 33-0 15.0 6.0 3 -6 14.800
FF 30-0 14-0 7.0 3-0 13.000
BK13 24-0 12-0 . 5 3.6 6.000
SL 39 - 0 7 - 6 4.0 Uniform Depth 6.500
, BP 38.0 16 -0 6 -0 3 -6 18,000 j
SFF 5-0 3 -6 6.000
RS 30.0 12-0 6 -6 3 -6 12.500
CC 6-0 3 -6
• OS 35 -0 16.0 6-0 3 -6 15.000 12.800
RP 31 -0 14 -0 6 - 3 -6
. FP r 25.0 12-0 S-6 3 -6 15.000
j Gp _ 33.0 16.0 5-6 3-6
For SI: 1 inch 25.4 mm. I foot • 304.8 mm. I gallon c 3 79 L.
t l
T ABLE 2 -MINI -POOLS
woos LENGTH (1t. - In.) WIDTH (11. -In.) - DEPTH (n.•ln.) CAPACIT! (gt,IIenq
. MP 14.6 9.6 4 -0 2.500
V MFF 14.0 8-6 4 - 2.100
MLI 15 8-6 4 -0 00
TK 16-0 4 -0 2.300
ASP 15-0 8.6 4 -6 V 2,100
SAP 21 -0 9.6 4 -0 2.800
TE 1fl -0 10-0 5 - 2,600
5P 3.600 •
HL 4-0 3.500
22-0 7.6
SK 20 -0 10.0 5-0 2,750
For SI: 1 Inch = 25.4 mm. 1 foot = 304.8 mm, I gallon = 3.79 L.
TABLE 3 -SPAS
f i
SERIES SHAPE WIDTH OR DAME (n. -In.) DEPTH (11.4n.) CAPACITY Winona)
RS Round 3 -8 3-0 275
OS Octagonal 6 - 0 3 - 0 375
SS Square 6 -6 2
s -0
LOS Octagonal 7.6 3-0 450
IRS Round 7.0 3.0 420
For 9I: 1 inch . 25.4 mm, I foot = 304.8 tom. I gallon • 3.79 L.
04/1,3/ 200U 09.: 94 b3U4 i ..3 4 : v lik.11 l'a t-UUL.D. _L I U_ . t , -1L1L U1
\..
' Pagel of 3 PFC 3608
TABLE 4-- ABOVEGROUND (19'12 Inches)
- RI S . RI . 'FRIES SERIES
RS LRS MK MFF
•
. OS . B ASP MLL
SS BK SAP MTK
• . LOS F KIP BKD
SL HL SP
SK TE .
. For Si: I inch = 25.4 mm.
•
6'X6`- W1.4X*1.4
WIRE MESH OR
REBAR NO.3. ON 2' O.C.
EACH WAY.
FOR CLAY (ADOBE)
SOIL ONLY
3'0" MIN. --••
SLOPE 1/41.1' ... — 9"
/ NNW • • 1O• MOUND DIRT
i2 t 4 '• 4 • .. 11 I MAXIMUM AROUND POOL OP TIONAL
1 ........ • 411 2 I I t 19 1 /2" APPROX. 6" W000 OECM
:.:.:.:.:: 1/4" GALVANIZED ti 11>f i 1- II •
� . T ' F CLAY
'; • ' :. 1 CHAIN = 1:"E":". 11 _
; (ADOBE)
• ...� = ONLY �`� "' 11— IIlIlill
3 NICK COMPACTED ''
. ) {'L : ;iri, SAND (TYPICAL) 3 •.• •
• 4" MIN. THICK COMPACTED . ' j
' 111
GRAVEL FOR CLAY
!i. % k
(ADOBE) SOIL ONLY a {
SAND j 11 • ` '` 2 Illl
i6. FIBERGLASS -.4 6" I-
POOL SHELL •
10"
\ TYPICAL CONCRETE DECK TYPICAL ABOVEGROUND INSTALLATION
FIGURE 1 FIGURE 2
•
•
r