HomeMy WebLinkAboutEngineering 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:
2018 International Building Code® (IBC)
2018 International Residential Code (IRC)
1997 Uniform Building Code (UBC)
BOCAO National Building Code/2003 (BNBC)
2018 International Plumbing Code® (IPC)
2012/20151APMO Uniform Plumbing Code (IAPMO UPC)
2003 ANSI/NSPI-5 Residential Inground Swimming Pools
2012 ANSI/APSP/ICC Sa 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 Ban 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
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 ANSIRJSPI-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-inhibfting 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 send 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 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 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 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 backflled
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 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 subdrams must be placed as needed to prevent ponding or
saturation of the soil around the perimeter andvicinityof 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: manufacturers 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 poollspa 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 manufacturers
recommendations.
4. The pools and spas produced
po p s p duced 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, Zephymills, FL
are manufactured under a quality control program with inspections
by Columbia Research &Testing Corporation (AA-527).
` IEKIN QCIL5
Tilt MEAN 15A RP3 v/' RISEaC', LA.JS
Table of Contents
iG`ddBral Notes
Expansne Soils
Page;2
> ,•>�+ ram, ,, �;>•r�-:bTablest4
Page 3
Figures 1-4
Page 5
Pool Models Continued
r`.' r
r :: ,Hydrq)Zaha
)Ulodels
Page 6
Spa
Models
Paged
,AltematlW,RecimOlati0kaystillos
Length, width and depth may vary up to 3%- all
dimensions are to outside edge of coping, measured
from parallel lines.
ST. LUCT7 COtiNT4r FT-91D ' T1 SION
REVTF6N'ED FOR COS:PLLA
REVIEWED BY
DATE
PLANS AND PERMIT MUST B KEPT ON JOB
OR NO MSPECTION WILL BE MADE.
I HESE PLANS AND ALL PROPO^ED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN OROCK TO
COMPLY WITH ALL APPLICABLE 00019, "
CONCIALEDrgrF,hiE� 6RA ifi N N
ARE tilERESPONS161Llr'I CIF NE
CONrpq rc, C�a CCCIfell
FILE Loury
Reviewed by:
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FL Professional Engineer Lic. 45024
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TABLE 1- POOLS
POOL
Acapulco
CODE
AC
SIZE
WIDTH x LENGTH
1139'
DEPTHS
SHALLOW, DEEP
3-16'
GALLONS
APPROX.
16700
SQUARE
FEET
Soo
PAGE
NUMBER
4
POOL
TYPE
Type 0
Zaa_
SIFF
11!-10" x 25'
3'-8', 5'-6-
9000
229
5
9�
Type 0
hAL
al wl
a.
00�
77�5
=
WW
Bermuda
AL
12' x 26'
3'-6", 5'-6'
7000
226
5
Type 0
C;�Wi'd
Elm
�ffimml
Cancun
CC
.16' x 35'
T-i 1
140001
3971
4
Type 0
Ca lux
av„ft6W
mom
im,
Caribbean
MR
16' x 40'
3'-16" - 6'-6"
17000
468
4
Type 0
Em
�"
I°I : 5Mm
Chesapeake
CP
12'x 31'
T-7', 5'
10500
292
5
Type 0
7--
�q,�
Clearwater
SP
10'-11" x 20'
3'-5% 5'
3600
165
5
Type 0
Delray
)WWI
B
11'-10" x 25'-5"
4'-6"
J
8100
264
5
Type 0
III �:
NNAII'l
mwffiwll�
Fiji
FJI
15'x W
T-I 6'
12000
375
4
74
Type 0
*�' 9 Nud
e '0
am
Imm
- " '
�Tr
I&' I III::
V
Gulf Coast
GC
15'10"x39l
T-5- 7-11-
19600
506
Type 1
Island Breeze 11
BN
16 x 40'
3' 6' 8'
22000
585
4
Type I
Key West
BFF
12'x 25'-7'
3'-7", 6'
ftl[
9000
E I l; Illigg
i I
230
5
§WL
Type 0
Laguna
LG
14 x 30'
T-I 6
10000
310
5
Type
0
Jill 11lIlu.sli
:III;
Lake �o
C
16' x 33'
3'-7", 5'-5�
15000
480
4
Type 0
J
mom
I �:110111
MShoreD
Malibu
CRUD
12'x 26'
Tx 4!-7"
4400
209
5
Type
0
Mediterranean
BP
15'-8" x 38'
T-7", V-11"
17000
5121
4
Type 0
Montego
IVIT
14' x 35'
3!-7", 5'-7"
12400
388
dill
4
WW
Type 0
*��"Bll
M
�ffimm:
Oceania
BHGI
16'x 42'
311 F
19300
516
5
Type 0
7=-
Panama I
BL
12'x (35'- 39')
4!-6", 4'-1
Varies
Varies
4
Type 0
Poseidon
PIS
W&I(SY-timsi�7''15
V0N
16 x 40'
l
3'-17'
mBL
17500
538
4
Wpm
Type 0
3;_
17 541". `7
Santa Barbara
IRS
14! x 30'
3'-1 6'-6"
12500
326
4
Type 0
#T 4
g T ' ype 0'
St. Lucia
CM
12'-3" x 23-11"
T-15", 5'
6000
211
5
Type 0
tAMMMA S:
Trinidad
TND
16' x 44!
3-6", 7'
0
19300
562
4
Type 0
RM
"o
Kii
iffi—M
VW
Tropicana
MP
9'-6" x 14'-6"
4, 4'
2500
115
5
Type 0
Venice
M
TGEN
11
3'-10",81-611
JHT��s
160001
5531
W
5
WW
Type I
TABLE 3- SPAS
SPAS
CODE
SIZE
DEPTHS
GALLONS
SQUARE
PAGE
WIDTH x LENGTH
SHALLOW, DEEP
APPROX.
FEET
NUMBER
Mystic
M
10' x 10'
T-4o'
550
64
6
Placid
BOS
8'-4" x Si
S
475
45
6
Regal
RG
x 10'
T-4"
600
52
6
Royal
RY
8! x 10!
3'-4"
600
63
6
X:
Shasta
LRS
Tx 7
3'
420
31
6
!
M 1
Superior
CS
8' x 12'-5"
31
700
73
6
VNI
Ron
IM,
Tahoe
LOS
7'-6"x 7-6"
N
450
37
6
IHermosa
VFTL
V-10" x 10'-7"
lorp
2001
50
6
"92
TABLE 4- POOLS
TABLE 2- POOLS
ABOVE GROUND
CODES
INSTALLATION
CODES
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FIG.1
TYPICAL CANTILEVER CONCRETE DECK
6"X6"-W1.4XW1A
3' MIN. WIRE MESH
REBAR NO. 3,,
ON 2' O.C.
9„ EACH WAY.
T SLOPED 1/4"=1'
i Il r
1=� rTi all 1
16„ k
BRICK, FILLED BLOCK,
OR POURED CONCRETE
7-
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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
POOL SHELL
FIG. 3
TYPICAL BOND BEAM
CONSTRUCTION
3' MIN.
8 BACKFILLED DIRT
BRICK OR NATURAL
STONE DEC
6"X6" - W1.4 X W1.4
WIRE MESH OR
REBAR NO. 3, ON 2' O.C.
AY.
3" THICK w
COMPACTEDSAND (TYPICAL)
K COMPACTED
• - CLAY
SAND. OR 1/2" CLEAN GRAVEL
FIBERGLASS
6" E` POOL SHELL
Length, Length, width and depth may vary up to 3%- all
dimensions are to outside edge of coping, measured
from parallel lines.
FIG.2
CONCRETE DECK
WITH BRICK OR STONE
6"X6"-W1.4X W1.4
3' MIN.
WIRE MESH OR
REBAR NO. 3, ON 2' O.C.
EACH WAY.
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 1/2" CLEAN GRAVEL
FIBERGLASS
POOL SHELL
FIG. 4
TYPICAL ABOVE GROUND INSTALLATION
MAXIMUM
1J 1/2" OPTIONAL
DIRT WOOD DECK
POOL
J;LAROUND
X. 6"
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TRINIDAD - TND
19,300 gal. approx.
40'
rm
3'-6"
ISLAND BREEZE II- N
22,000 gal. approx.
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a " CARIBBEAN - MR
17,000 gal. approx.
and
5 c
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SANTA BARBARA - RS
12,500 gal. approx.
- FJI
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.. 18,600 ga1.•approz
MEDITERRANEAN - BP
17,000 gal. approx.
15,000 gal. approx.
^ 3'-T-
ST.THOMAS-L
13,700 gal. approx.
33'
im
m
I GKF CHfIRF _ 1:r1
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Monaco - AT
21,000 Gal. Approx.
CANCUN-CC
14,000 gal. approx.
IVIUIV 1 ruu - IVI I
12,400 gal. approx.
TRITON - TN
13,500 gal. approx.
OCEAN BREEZE -OB
18,900 gal. approx.
e
N 3'5"jl
SEA BREEZE -K
16,000 gal, approx.
rr•
nvvr.r vn� ro.-
12,800 gal. approx.
5e
27'-7"
� 16
T 3 8'
�
VALENCIA - ST
40'
POSEIDON - PS
17,500 gal. approx.
ACAPULCO - AC
16,700 gal. approx.
AVAILABLE TO 39'
IN LENGTH
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31' 25'-1"
fV �
CHESAPEAKE-CP
10,500 gal. approx.
23'-11"
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2 9
Q ffi ST. LUCIA - CM
aw — 6,000 gal. approx.
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CLEARWATER-SP
3,600 gal. approx.
AVAILABLE TO 46'
IN LENGTH
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PANAMAII -BL
Gallons Vary
FREEPORT-FP
6,000 gal. approx.
MALIBU - CRUD
4,400 Gal. Approx.
26'
IV
BERMUDA-AL
7,000 gal. approx.
25'-7"
KEY WEST - BFF
9,000 gal. approx.
36'
l�
TROPICANA - MP a-6
2,500 gal. approx.
CAMBRIDGE - LN
18,000 9a1. approx.
30'
e
LAGUNA-LG
10,000 gal. approx. 3'ti"'
M-1
3' 6"� 6a
—�— —�
OLYMPIA - FR16
15,250 gal. approx.
,1W
—�3'4"
MAUI - MTK
2,300 gal. approx.
9,000 gal. approx.
30'
CARMEL-FF
12,000 gal. approx.
-� 3 "8
Aruba - ARU Barcelona - BAR
5,200 Gal. Approx. 18,500 gal. approx.
—26'
3 6� '58„
EMPRESS -FR12
7,600 gal. approx.
34'
m
5
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3'-6' E 3 T 6,_6„
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35'� iD
1
6' 6
CANCUN DELUXE- CCX
11,500 gal. approx.
FR14
—T
UCLrWT -D
8,100 gal. approx.
JAMAICA - LD
3,750 gal. approx.
L.LAI[CIVIVIV I - V
11,700 Gal. Approx.
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0 m 19,300 Gal. Approx. 16,000 gal. approx. 13,000 Gal. Approx.
V_
PLACID - BOS
475 Gal. Approx.
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ROYAL-RY
600 Gal. Approx.
REGAL-RG
600 Gal. Approx.
7'-6"
7'
TAHOE-LOS SUPERIOR - CS SHASTA-LRS MYSTIC -M
450 Gal. Approx. 700 Gal. Approx. 420 Gal. Approx. 550 Gal. Approx.
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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.
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POOL-HZE POOL-HZDXS
3,600 gal. approx. 2,800 gal. approx.
SEMI CIRCLE TANNING LEDGE -TSCT
400 Gal. Approx.
L�r
10"r
HERMOSA-VFTL
200 Gal. Approx.
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MAY
1Y'O VENT
ELBOWS
ATMOSPHERIC VENT PIPE LENGTH
MINIMUM =16' MAXIMUM =30'
DEBRIS REMOVAL SYSTEM
SUCTION OUTLETS IN SERIES
WATER LINE
2N66RAIN LOOR DRAIN
(SUCTION OUTLET) SUCTION OUTLET)
18°MIN
2V MAX
rO OR LARGER
CIRCULATION LINE
GENERALNOTES
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 SECTION 4242.6.6 FBC-BUILDING
2007 AND SECTION R4101.6.6 FBC-RESIDENTIAL 2007, INCLUDING 2009 SUPPLEMENT AND 2017 FBC-BUILDING AND RESIDENTIAL.
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED.
4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSIASME Al12.19.8-2007 AND DRAIN COVERS MEET THE
REQUIREMENTS OF ANSVASME Al 12.19.8-2007 FOR ANTI -HAIR AND BODY ENTRAPMENT AND ANSVAPSPIICC-72013 STANDARD.
S. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND
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.
7. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES
OF MERCURY IN 3 SECONDS
8. 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.
SUCTION
SUCTIONOUTLET
(MAIN GRAIN)
NOTES:
ALTERNATIVE SUCTION OUTLWELLS�
MAY INCLUDE 1 ON THE BOTTTHE VERTICAL WALL OR ONE TWO (2) SEPARATE VERTICAL
INSECT INFESTATION. OR
MICROBIOLOGICAL CONTAMINATION
G
VENT COVER MAYBE GUTTER
DRAIN SUCH AS HAYWARD
MODELSP-1019
DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM .,.s
TO BE INSTALLED IN ACCORD WITH SECT 424.2.6.6 2007 FLORIDA BUILDING CODE: BUILDING
-90" ELBOWS
FINISHED GRADE
SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
OUT TO OPTIONAL WATER FEATURES) OR SPA
STANDARD NOTES:
1. USE 2'SCHEDUlE40 PIPE.
2. W NOT USE Be DEGREE ELBOWS ON SUCTION SIDE,
3. CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS
MORE THAN IS -ABOVE WATERLINE.
J�
4. KEEP VALVES WITHIN 3' OF THE PUMP ANI OR FLIER
M
LEGEND
FIBER OPTIC LIGHT n TJOINT
SKIMMER ryr, 3' MAIN GRAIN
RETURN l 3'WAYVALVE
*x= PLUMBING
SPILLOVER
Seal:
by:
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W13 ANSIIAPSPACC-7 Suolion entrapment Avoidance