HomeMy WebLinkAboutConstruction PlansGeneral
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 neo 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)
2012/2015/2018 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
2020 Florida Building Code 7th Edition
2020 Florida Plumbing Code 7th Edition
2020 Florida Fuel/Gas Code 7th Edition
2020 Florida Mechanical Code 7th Edition
2020 Florida Residential Code 7th Edition
2006 ANSI/APSP-7
2013 ANSI/APSP/ICC-7 Suction Entrapment Avoidance
2017 ANSI/APSP/ICC-16
2018/2021 International Swimming Pool and Spa Code -
(ISPSC-ICC)
2007 ANSI/ASME-Al12.19.8
2014/2017/2020 National Electric Code (NEC)
2015/2018 Uniform Swimming Pool, Spa, Hot tub Code (IAPMO)
The overall pool dimensions, depths and capacities are shown in
Table 1. 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 and Table 3 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 -inhibiting opaque paint that is
compatible with the laminate.
All plumbing must comply with the ]PC 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 (102mm). 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 waterfall 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 barriers 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 mm) 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 fall is
placed against the surface. The term compaction implies any
method necessary to consolidate the native and fall materials to
keep the pool or structure from settling.
3. The excavated bottom area of the pool or spa must be backfalled
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 mm) must be backfalled beneath the
pool or spa and outside the pool walls with compacted clean sand.
The pool or spa must be filled with water as backfalling 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 subdrains 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 pool/spa 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
rec
ommendations.
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, California;
Viking Pools Southeast,40119 Country Road 54E, Zephyrhills, FL
are manufactured under a quality control program with inspections
by Columbia Research &Testing Corporation (AA-527).
Length, width and depth may vary up to 3% - all dimensions are to
outside edge of coping, measured from parallel lines.
0(��E CC C
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Table of Contents
Page Content
C-001..............................................General
Notes
C-002...................................................Tables
1-3
C-003..................................................Figures
1-8
C-004.................................................Pool
Models
C-005.................................................Pool
Models
C-006..............Spa
Models & Hydro Zone Models
C-007...............Alternative
Recirculation Systems
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Seal:
PO
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C-001
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FIG. 1
TYPICAL CANTILEVER CONCRETE DECK
r:SLoP.1
6"X6- W1.4 X W7.4
3'MIN. WIRE MESH,REAR NO. 3, R 2'O.C.
9„ EACH WAY.
1/4"=1'
12" B - 6„ 10„
mm
10" 114" GALVANIZED ` FOR CLAY
CHAIN (ADOBE)
3" THICK COMPACTED SOIL ONLY.
SAND (TYPICAL)
4" MIN. THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
SAND OR 12" CLEAN GRAVEL
FIBERGLASS
46" POOL SHELL
R
POURED CONCRETE CAP
BRICK, OR STONE
BRICK, FILLED BLOCK,
OR POURED CONCRETE
24"
DECORATIVE STONE, BRICK,_
OR TILE
OF
FIG. 2
CONCRETE DECK
OR NATURAL WITH BRICK OR STONE
STONE DECK
6'X6" - W1.4 X W1.4
3' MIN.
WIRE MESH OR
REBAR NO. 3, ON 2' O.C.
EACH WAY.
SLO ED
�
I
12"
10"j
FIG. 5
TYPICAL BOND BEAM WITH SPA
10" Min.
6"X6" - W1.4 X W1.4
WIRE MESH OR
REBAR NO. 3, ON 12" O.C.
EACH WAY.
177,7,
6' 1
FOR CLAY
1/4" GALVANIZED (ADOBE)
CHAIN SOIL ONLY.
3" THICK COMPACTED
SAND (TYPICAL)
4" MIN. THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
SAND OR 12" CLEAN GRAVEL
FIBERGLASS
POOLSHELL
POURED CONCRETE
BRICK, OR S-
FIG. 3
TYPICAL BOND BEAM
CONSTRUCTION
FILLED BLOCK, TMIN.
'RED CONCRETE 8"
BACKFILLED DIRT
REBAR NO. 4. ON T O.C.
XIMUM EACH WAY.
24"
e °•
12" 1 ffAftlj-
0„
FIG. 4
TYPICAL ABOVE GROUND INSTALLATION
(POOLS 12' WIDE AND UNDER)
MAXIM
19 1 /2" OPTIONAL
MOUND DIRT WOOD DECK
AROUND POOL
APPROX. 6°
3" THICK COMPACTED
SAND (TYPICAL)
4" MIN. THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
SAND OR 12" CLEAN GRAVEL
6�, I FIBERGLASS
r POOL SHELL
7' MIN
GREATER THAN
DEPTH OF POOL
CK, FILLED B K.
OR I POURED CONCRETE RESIDENCE-
-DECORATIVE STONE, BRICK,
OR TILE IN -
CONTINUED DECK
oe POOL
i
FOOTER PER LOCAL CODES /
—3" THICK COMPACTED
I
SAND (TYPICAL)
4" MIN. THICK COMPACTED
SAND OR }" CLEAN GRAVEL AROUND SPA
GRAVEL FOR CLAY
I
(ADOBE) SOIL ONLY.
6L"
SAND OR}" CLEAN GRAVEL
12"
FIBERGLASS
POOL SHELL
FIG. 6
FIG. 7
TYPICAL CANTILEVER CONCRETE DECK
CONCRETE DECK WITH BRICK OR STONE
(For rectangle pools up to 12' wide or freeform pools up to 14'
(For rectangle pools up to 12' wide or freeform pools up to 14'
wide)(NOT FOR USE IN EXPANSIVE SOILS)
wide)(NOT FOR USE IN EXPANSIVE SOILS)
sxs•-W1.4xW1.4
WIRE MESH OR2 RUNS
1'2' MIN6'X6'- W1.4X WIA
OF REBAR NO.3
BRICK OR NATURAL WIRE MESH OR 2 RUNS
Ll'-2"MIN.
REBAR NO. 3 BENT A•L'
OF REBAR NO. 3
STONE DECKPED
I E
3' O.C. AROUND PERIMETER
SLOPED REBAR NO. 3 BENT IN
1..E
1Nb1
3' O.C. AROUND PERIMETER
6'
GFAOE
12, . 1
6
• �Y, • REBAR NO. 3, RAN HORIZONTALLY.
_°
12 ^''�:
CONCRETE 2500 PSI (3000 PSI FOR 12'-1' TO 14' POOLS)
REBAR NO. 3, RAN HORIZONTALLY.
3' THICK COMPACTED
CONCRETE 2500 PSI (3000 PSI FOR 12'-1° TO 14' POOLS)
SAND (TYPICAL)
4" MIN. THICK COMPACTED
Y THICK COMPACTED
GRAVEL FOR CLAY
SAND (TYPICAL)
(ADOBE) SOIL ONLY.
4" MIN. THICK COMPACTED
GRAVEL FOR CLAY
SAND OR}' CLEAN GRAVEL
(ADOBE) SOIL ONLY.
FIBERGLASS
SAND OR}" CLEAN GRAVEL
POOLSHELL
�—
FIBERGLASS
6'
POOL SHELL
- 6„ k
FIG.8
ANGLE OF REPOSE
INCREASED PRESSURE ON POOL
LS FROM ADJACENT STRUCTURE)
REVIEWED FOR E
CC E C®MPLIA C&
ST. LUC�IE COUNTY
R� ® C C
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Seal:
E INSF
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STATE OF
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Page j of 7
C-003
ARUBA-ARU
5,200 Gal. Approx.
CARMEL-
12,000 gal. apl
CLEARWATER - SP
3,600 gal. approx.
DELRAY - B
8,100 gal. approx.
� 26'
T-
-�
L
3'-6' �
I- 5, `8"
EMPRESS - FR12
7,600 gal. approx.
14•_7"
BAY ISLE - BHBY
10,000 Gal. Approx.
CHESAPEAKE -CP
10,500 gal. approx.
CORINTHIAN 12 - RT12
5,100 gal. approx.
ECLIPSE/AXIOM 12 - CRUM
5,300 gal. approx.
JAMAICA - LD
3,750 gal. approx.
BERMUDA-AL
7,000 gal. approx.
CLAREMONT-V
11,700 Gal. Approx.
3'-6' T
s'
FREEPORT-FP
6,000 gal. approx.
5
3'-6L"
'i6"
JAVA - JV
6,800 Gal. Approx.
CCORINTHIAN 14 - RT14
8,200 gal. approx.
COUN
B ". a
3'
n31'
14'
3 -6"
CAPE COD - CA
12,000 gal. approx.
32'-10"
CLASSIC COVE - BHCC
11,300 Gal. Approx.
9.19
CORONADO-BHBI
13,000 Gal. Approx.
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Seal:
VAX
E NSF
a r _ / IQ. 64901
'0 : STATE OF /
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Page 4 of 7
C-004
me
25'-7" 30'
4.
KEY WEST - BFF
9,000 gal. approx. LAGUNA - LG 3'-5"
10,000 gal. approx.
26'
16'
N �
4, 1 3'4'_74
3��„
MALIBU/AXIOM 12 DELUXE - CRUD MAUI - MTK
4,400 Gal. Approx. 2,300 gal. approx.
24'-1 "
era"
cV
CV
5'-4"
PICASSO - TPIC PLEASANT COVE - BHPL
10,000 gal. approx. 5,000 Gal. Approx.
23'-11" 82'
ih
iv 14'
7'
in
ST. LUCIA - CM SUNSET BAY - BHSY
6,000 gal. approx. 10,000 Gal. Approx.
28'-5"
,z'-a'
T
3'-3" T
VISTA ISLE - BHVI
8,000 Gal. Approx.
VALENCIA - ST
10,000 gal. approx.
LAGUNA DELUXE - LGX
9,000 gal. approx.
T-
b
L
4'�
MILAN- CTL
2,450 gal. approx.
ROCKPORT-RP
12,800 gal. approx.
L
36 -T
6'
MAJESTY/OLYMPIA 14 - FR14
11,200 gal. approx.
4'-61.
NEBULA/AXIOM 14 - CRUL
8,000 gal. approx.
_��
SANDY COVE - BH38
3,600 Gal. Approx.
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Seal:
v�CENSc�
/ I�. 64901
o:
STATE OF
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Page 5 of 7
C-005
PLACID - BOS
475 Gal. Approx.
v
ih
ROYAL - RY
600 Gal. Approx.
7T
M
REGAL - RG
600 Gal. Approx.
7'
�L TAHOE-LOS SUPERIOR - CS SHASTA-LRS
�(X X
450 Gal. Approx. 700 Gal. Approx. 420 Gal. Approx.
T_6" 7
ao
2'-6"
3'
M
MYSTIC - M
550 Gal. Approx.
PLACID SPILLWAY- BOSSW ROYAL SPILLWAY- RSW REGAL SPILLWAY- RGSW TAHOE SPILLWAY- LOSSW SUPERIOR SPILLWAY- CSSW SHASTA SPILLWAY - LRSSW MYSIC SPILLWAY- MSW
475 Gal. Approx. 600 Gal. Approx. 600 Gal. Approx. 450 Gal. Approx. 700 Gal. Approx. 420 Gal. Approx. 550 Gal. Approx.
0
c�
r,o
a
SEMI CIRCLE TANNING LEDGE - TSCT
400 Gal. Approx.
s
3
c
10'-7"
6'-10"
L
10"
HERMOSA - VFTL
200 Gal. Approx.
REVIEWED FOR t
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Seal:
PO ���,0 R'
•• • ..
MAR 31
STATE OF
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Page 17 of 7
C-006
Sgo
SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
DEBRIS REMOVAL SYSTEM
'
SUCTION OUTLETS IN SERIES
2- 90° ELBOWS
VENT COVER MAY
LOW \ HI
�l
� J
W
W
BE GUTTER DRAI (OPTIONAL) DEBRIS
CONTAINMENT
0
- 'CANISTER
Z
WATER LINE ri
TO PUMP
'
X DRAIN
/^\`^\\�/n'\
SUCOTO OUTLET)
VENT LIN UTLE ( 2"0 OR LARGER
CIRCULATION LINE
L
`�`/1Y2"O
HI LOW
HI FILTER
ATMOSPHERIC VENT PIPE LENGTH
a
MINIMUM = W MAXIMUM = 30' 18" MIN
"0 OR EQUAL TO 24" MAX
(EXAMPLE) PUMP
CIRCULATION LINE
�
N
OUT TO OPTIONAL WATER FEATURE(S) OR SPA
V }/
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-CD
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GENERAL NOTES
STANDARD NOTES: LEGEND
1. USE 2" SCHEDULE 40 PIPE:
N
1
1. THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS.
2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2O20 FBC-BUILDING AND RESIDENTIAL.
2. DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE.
O f1/
s. CHECK VALVES MAv.eE NEEDED IF EQUIPMENT Is /
WATER T-JOINT
4-0
0 COLL N
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED.
4. THE FLOOR DRAIN AND DRAIN COVERS MEET THE REQUIREMENTS OF ANSIIAPSP/ICC-16 2017 FOR SUCTION OUTLET FITTING
MORE THAN 18"ABOVE LINE. ) FIBER OPTIC LIGHT
4. KEEP VALVES WITHIN S OF THE PUMP AND/OR FILTER.
♦ ♦
n 0 r
1
ASSEMBLIES AND ANSI/APSP/ICC-7 2013 STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE.
SKIMMER 3" MAIN DRAIN
v
5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND
cu `�
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MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON
�y
RETURN 3-WAY VALVE
Cn L
O o N O
6FILE WITH THE BU
ATTACH PLACARDILDING WHICH STA ESMTHAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH.
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.
7. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES
z PLUMBING
/}R+
\ V Q
X
ii
OF MERCURY IN 3 SECONDS
^
SPILLOVER
O a
LL
LL m
8. MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM
•• L.L :
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.64901
ALTERNATIVE SUCTION OUTLETS SYSTEM
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Page 7
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MAY INCLUDE 1 ON THE BOTTOM AND ONE ON
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VENTTO ATMOSPHERE SO VENT TWO (2) SEPARATE VERTICAL WALLS
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