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s
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 1/4 inch 6.4 mm thick
composed of isophtalic resin, vinyl ester resin, and fiberglass. The
surface finish is a then pentyl glycol gel coat. Viking Pools produces
various styles of swimming pools and spas. When installed in
accordance to Viking Pools installation procedures, the pools and spas
comply with applicable requirements of the following codes:
2015/2018 International Building Code® (IBC)
2018 International Residential Code (IRC)
1997 Uniform Building Code (UBC)
BOCA® National Building Code/2003 (BNBC)
2018 International Plumbing Code® (IPC)
2012/2015 IAPMO Uniform Plumbing Code (IAPMO UPC)
2003 ANSI/NSPI-5 Residential Inground Swimming Pools
2012 ANSI/APSP/ICC 5a Residential Inground Swimming Pools
2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas and
Swim Spas
2017 Florida Building Code 6th Edition
2017 Florida Plumbing Code 6th Edition
2017 Florida Fuel/Gas Code 6th Edition
2017 Florida Mechanical Code 6th Edition
2017 Florida Residential Code 6th Edition
2006 ANSI/APSP-7
2013 ANSI/APSP/ICC-7 Suction Entrapment Avoidance
2011 ANSI/APSP-16
2018 International Swimming Pool and Spa Code -
(ISPSC-ICC)
2007 ANSI/ASME-Al12.19.8
2014/2017 National Electric Code (NEC)
2015 Uniform Swimming Pool, Spa, Hot tub Code (IAPMO)
The overall pool dimensions, depths and capacities are shown in
Table 1 and Table 4. 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 2, Table 3, and Table 4 can be placed up
to 19-1/2 inches (49.5mm) above ground. 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-inhibifing 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:
Notice -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 Pools dealer's name, address and telephone
number.
Installation Procedure:
Viking pools and spas may be installed without a soil investigation by
a registered design professional(RDP), subject to the building official's
approval, provided none of the following conditions are encountered at
the site:
1. The existence of uncontrollable 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 soil types with an angle of repose that will not
support the walls of the excavation at desired slopes.
4. Danger to adjacent structures posed by the proposed pool or spa
location.
5. The existence of any cracks or openings in soil that would not
confine sand or 1/2" clean gravel bedding.
If any of the conditions above is encountered, excavation must cease
immediately. The specified conditions at the site must then be
General Notes
reviewed and recommendations made by the RDP. The building official
must approve the RDP's report before work is completed.
The pool or spa excavation profile must coincide with the contours of
the pool. The over excavation is minimum 6 inches (152mm) on the
sides and ends. The over excavation at the pool bottom is minimum 4
inches (102mri The backfill for the pool or spa bottom is a layer of
3-inch-thick (76mm) 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, excavator or manually
and be within 1 inch (25mm) 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 though 4:
1. Cantilevered concrete decks are constructed as noted in Figure 1
in all cases.
2. Cantilevered decks are constructed with brick or stone as noted
Figure 2 in all cases.
3. Raised bond beams are constructed as noted in Figure 3 in all
cases.
4. Aboveground installations are constructed as noted in Figure 4 in
all cases.
Barriers are required where pools are on premises of UBC Group R,
Division 3, Occupancies or IBC Group R Occupancies. The barders must
comply with Appendix Chapter 4, Division 1, of the UBC or Section
3109.4 of the IBC
Expansive soils:
For installation of pools or spas in expansive soils, the following
additional installation details must be followed subject to code official's
approval:
1. All surfaces adjacent to the pool or spas must be excavated to a
minimum depth of 12 inches (305 rum) beneath the pool bottom
and minimum 6 inches (152 mm) behind the pool walls.
2. Any soft or loose soils exposed by step 1 must be removed until
exposed material is solid. If the soil is still soft and loose, the upper
6 inches (152 mm) of all horizontal excavation surfaces must be
scarified and compacted with mechanical equipment. The
compacted surfaces and the excavated wall surfaces must be
maintained in a moist condition until the first lift of backfill or fill is
placed against the surface. The term compaction implies any
method necessary to consolidate the native and fill materials to
keep the pool or structure from settling.
3. The excavated bottom area of the pool or spa must be backfilled
with granular import material to approximately 6 inches (152 mm)
below the bottom of the pool or spa, wetted and compacted.
4. The remaining 6 inches (152 moll must be backfilled beneath the
pool or spa and outside the pool walls with compacted clean sand.
The pool or spa must be filled with water as backfilling progresses
to a level equivalent to that of the backfill. The backfill must be
placed in compacted layers of approximately 6 inches (152 mm)
while a uniform height of backfill is maintained around the pool or
spa.
5. Positive surface drainage away from the perimeter of the pool and
surrounding deck is required and critical to installations in highly
expansive soils. Surface area drains and surface drainage swales
or subdreins must be placed as needed to prevent ponding or
saturation of the soil around the perimeter and vicinity of the pool to
prevent excessive shrink -swell or volume changes in the soil.
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) and address, pool or spa model designation, a coded serial
number and the evaluation report number (ESR-2014).
The units also bear the label of the quality control agency, Columbia
Research & Testing Corporation (AA-527).
Findings: That the fiberglass one piece swimming pools and spas are
in compliance with the above listed codes as noted in ESR-2014 subject
to the following conditions.
1. The construction and pooVspa installation comply with this report
and the manufacturer's instructions.
2. Electrical and plumbing installation comply with the respective
codes in effect at the construction site.
3.That all pools are installed in accordance with manufacturer's
recommendations.
4. 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 East, Midland, Texas;
and Viking Pools, Inc., 121 Crawford Road, Williams,Califomia;
Viking Pools Southeast,40119 Country Road 54E, Zephyrhills, FL
are manufactured under a quality control program with inspections
by Columbia Research &Tesfing Corporation (AA-527).
FEB 21%20
ST, LuUe Gouaty
PerMitting
VIKING POOLS
THE STANDARD of FIBERGLASS
Page 1
General Notes
Expansive Soils
Page 2
Tables 1-4
Page 3
Figures 1-4
Page 4
Pool Models
Page 5
Pool Models
Page 6
Pool Models
7
Spa Models & Hydra Zone Models
He
e 81
Attemmive Recirculation Systems
Length, Width and depth may vary up to 3%- all
dimensions are to outside edge of roping, measured
from parallel lines.
Reviewed by
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Seal:
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12"
i_
BRICK, FILLED BLOCK,
OR POURED CONCRIKE
MAXIMUM }
24" 8 .X
8— a \
12"
I�
16" f
/ FIG.1 \
YPICAL CANTILEVER CONCRETE DECK
6"X6"-WlAX W1.4
T MIN. WIRE MESH OR
REBAR NO. 3, ON T O.C.
,f 9n EACH WAY.
SLOPED 1/4"=1' I I
61, k
66" 10.1
1/4"GALVANIZED
FOR CLAY
CHAIN
(ADOBE)
3" THICK COMPACTED
SOIL ONLY.
SAND (TYPICAL)
4" MIN. THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
SAND OR 1/2" CLEAN GRAVEL
FIBERGLASS
POOLSHELL
FIG. 3
TYPICAL BOND BEAM
CONSTRUCTION
3' MIN.
$ e BACKFILLED DIRT
REBAR NO. 4, ON 2' O.C.
EACH WAY.
101,
Length. vridth and depth may vary up to 3%- all
dimensions are to outside edge of coping, measured
from parallel lines.
FIG. 2
CONCRETE DECK
BRICK NATURAL WITH BRICK OR STONE
STONE DECK
6"X6"- W1.4X
3' IN.
WIRE MESHESHOR
REBAR NO. 3, ON T O.C.
EACH WAY.
FIG. 4
TYPICAL ABOVE GROUND INSTALLATION
3" THICK CO CTED
SAND (NPICAL
4"MIN. THICKCO 'ACTED MAXIMUM
GRAVEL FOR CLAY 19 1/2"
(ADOBE) SOIL ONLY.
SAND OR 1/2" CLEAN GRAVEL
FIBERGLASS
POOL SHELL
J 6"
\L
ECK
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707494-8761
Seal:
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TRINIDAD - TR
19,300 gal. approx.
0'
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3,$..
ISLAND BREEZE II- N
22,000 gal. approx.
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17,000 gal. approx.
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SANTA BARBARA - RS
12,500 g pprox.
3 6-
FIJI - FJI
12,000 gal. approx.
v 19,600 gal.�approx
17,000 gal. approx.
LF SHORES - GS
15,000 gal. approx.
r
ST.THOMAS -L
13,700 gal. approx.
v T\c onvr« - uu
15,000 gal. approx.
a
Monaco - AT
21,000 Gal. Approx.
:EZE - OB
approx.
33'-6"
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m 3'-5"
CANCUN - CC 3,_6„ SEA BREEZE - K
14,000 gal. approx. 16,000 gal. approx.
12,400
TRITON - TN
13,500 gal. approx.
VALENCIA - ST
10,000 gal. approx.
LAGUNA DELUXE - LGX
9,000 gal. approx.
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Seal:
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POSEIDON - PS
17,500 gal. approx.
ACAPULCO-AC
16,700 gal. approx.
CHESAPEAKE -CP
10,500 gal. approx.
23'-11"
m
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approx.
FREEPORT-FP
6,000 gal. approx.
-CRUD
.Approx.
)A - AL
approx.
a
TROPICANA - MP
2,500 gal. approx.
20' 30'
AVAILABLE TO 39'
IN LENGTH c
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3'
I CLEARWAY -SP
v 3,600 ga prox. LAGUNA - LG
10,000 gal. approx.
PANAMAI-BL
Gallons Vary
AVAILABLE T45'
30' IN LENGTH
a,
Reviewed by:
' Donald R. Poindexter, PE
Florida Lie. No. 64901
m MAUI - MTK 4119 Trinity Dr Santa Rosa CA 95405
v ,300 gal. approx. Phone 707-494-8761
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L 9,000 gal. ap
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C34'
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BAJA - SFF
9,000 gal. approx.
CARMEL-FF
12,000 gal. approx.
Barcelona - BAR
18,500 gal. approx.
EMPRESS
7,600 gala
Majesty - FR14
11,200 gal. approx.
DELRAY - B
8,100 gal, approx.
ME
JAMAICA - LD
3,750 gal. approx.
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6'-6 3' 4'-3" Florida Lic. No. 64901 J ro Co j
4119 Trinity Dr Santa Rosa CA 95405 fTS �_ — L
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PLACID - BOS
475 Gal. Approx.
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ROYAL - Ft1� REGAL - RG
600 Gal. Approx.
600 Gal. Approz.
PLACID SPILLWAY- BOSSW ROYAL SPILLWAY- RSW REGAL SPILLWAY- RGSW
475 Gal. Approx. 600 Gal. Approx. 600 Gal. Approx.
SEMI CIRCLE TANNING LEDGE - TSCT
400 Gal. Approx.
POOL-HZE
3,600 gal. approx.
POOL-HZDXS
2,800 gal. approx.
L
10^
TAHOE-LOS
450 Gal. Approx.
'SPILLWAY- LOSSW
450 Gal. Approx.
RMOSA - VFTL RECTANGLE TANNING LEDGE - RTL
200 Gal. Approx. 400 Gal. Approx.
7'
m
SUPERIOR - CS TA -LRS
700 Gal. Approx. 420 Gal. Approz.
MYSTIC - M
550 Gal. Approx.
SUPERIOR SPILLWAY- CSSW SHASTA SPILLWAY - LRSSW MYSIC SPILLWAY- MSW.
700 Gal. Approx. 420 Gal. Approx. 550 Gal. Approx.
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Seal:
STATE OF
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162019
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DEBRIS REMOVAL SYSTEM
SUCTIONOUTLEtSINSERIES
VENTCOVERMAY
(OPTIONAL) DEBRIS
BE GUTTER DRAIN-\
9 CONTAINMENT
11$°O VENT LINEN N (UCTIONO I(DRAINLOOR (SUCTION OUTLET)
ATMOSPHERIC VENT PIPE LENGTH
MINIMUM = 16' MAXIMUM = 30' \X/ WMIN
2P MAX
GENERAL NOTES
1. THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS.
2. CONTRACTOR TO INSTALL VACUUM REU EF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBGBUILDING
2007 AND SECTION R4101.6.6 FBGRESIDENTIAL 2007, INCLUDING 2009 SUPPLEMENT AND 2017 FBGaUILDING AND RESIDENTIAL
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED.
4. THE FLOOR DRAIN MEETS THE REOUI REMENTS OF ANSVASME Al12.19.&2007 AND DRAIN COVERS MEET THE
REQUIREMENTS OF ANSVASME Al12.19.&200T FOR ANTI -HAIR AND BODY ENTRAPMENT AND ANSIIAPSPACGT 2013 STANDARD.
5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE FOR METHODSAND
MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON
FILE WITH THE BUILDING DEPARTMENT.
6. ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH.
T. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED ANDTO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5INCHES
OF MERCURY IN 3 SECONDS
B. MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM
9. AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN.
VENT COVER MAY BE GUTTER
DRAIN SUCH AS HAYWARD
MODEL SP-1019
90° ELBOWG
FINISHED GRADE
DUAL SUCTION OUTLETS IN PARALLEL WTH OPTIONAL ATMOSPHERIC VENT SYSTEM. TI
TO BE INSTALLED IN ACCORD IMTI SECT4242662007 FLORIDA BUILDING CODE: BUILDING
AND SECT R4101.6S 20 W FLORIDA BUILDING CODE: RESIDENTIAL, INCLUDING 2009 SUPPLEMENT.
201 GaO14 FLORIDA BUILDING CODE: BUILDING AND 2017 FLORIDA BUILDING CODE: RESIDENTIAL
2013 ANSVAPSPACC-T Supion SM.P.Mrd A.W.D.
SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
LOW
(EXAMPLE) F'r—
OUT TO OPTIONAL WATER FEATURE(S) OR SPA
STANDARD NOTES:
I: USES SCHEDULE 40 PIPE.
LEGEND
2 DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE,
3. CHECK VALVES MAY DE NEEDED IF EQUIPMENT IS
MORE THAN IC ABOVE WATER UNE.
)=
FIBER OPTIC LIGHT
TJOINT
4. KEE➢VALVES WITHIN FOF THE PUMP ANDNR FILTER.
Pw�
SKIMMER
W MAIN DRAIN
/y�'
y
3-WAYVALVE
' JJJ
RETURN
'ITS
PLUMBING
\
SPILLOVER
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
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