HomeMy WebLinkAboutB17-0598 000-000-000General
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:
2012/2015 International Building Code@ (IBC)
2012/2015 International Residential Code (IRC)
1997 Uniform Building Code (UBC)
BOCA@ National Building Code/2003 (BNBC)
2012/2015 International Plumbing Code@ (IPC)
2012/2015 IAPMO Uniform Plumbing Code (IAPMO UPC)
2011 ANSI/APSP/ICC-5 Residential Inground Swimming Pools
2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas and
` Swim Spas.
2016/2013 California Building Code and Supplement July 2015
2016/2013 California Plumbing Code
2016/2013 California Mechanical Code
2016/2013 California Electrical Code
2016/2013 California Fire Code
2016/2013 California Energy Code
2016/2013 California Residential Code
2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance
2011 ANSI/APSP-16
2012/2015 International Swimming Pool and Spa Code -
(ISPSC-ICC)
2007 ANSI/ASME-A112.19.8
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 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 -inhibiting 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 theexcavation 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 y" clean gravel bedding.
If any of the conditions above is encountered, excavation must cease
immediately. The specked conditions at the site must then be reviewed
O
General
Notes
and recommendations made by the RDP. The building official must
PERMIT #
BUTCOUNTY DEVELOPMENT SERVICES
1. The construction and pooVspa installation comply with this report
approve the RDP's report before work is completed.
1. All surfaces adjacent to the pool or spas must be excavated to a
and the manufacturer's instructions.
The pool or spa excavation profile must coincide with the contours of
BY
2. Electrical and plumbing installation comply with the respective
the pool. The over excavation is minimum 6 inches (152mm) on the
codes in effect at the construction site.
sides and ends. The over excavation at the pool bottom is minimum 4
3.That all pools are installed in accordance with manufacturer's
inches (102mm). The backfill for the pool or spa bottom is a layer of
recommendations.
3 -inch -thick (76mm) bedding sand matching the pool or spa profile.
4. The pools and spas produced by Viking Pools Northeast, Inc.
This sand layer is compacted using a manual tamper and water. The
176 Viking Drive Industrial Park, Jane Lew, West Virginia; Viking
pool or spa is then set into place using a crane, excavator or manually
Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas;
and be within 1 inch (25mm) of level. Simultaneous waterfill and sand
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and Viking Pools, Inc., 121 Crawford Road, Williams,Califomia;
backfill operations then commence. The sand is compacted with a
f
Viking Pools Southeast,40119 Country Road 54E, Zephyrhills, FL
tamper and water. The installer must ensure that the, backfill level and.
are manufactured under a quality control program with inspections
water level are approximately the same throughout this procedure.
co
by Columbia Research &Testing Corporation (AA -527).
After completion of the backfill and plumbing, the decking is placed.
Decks are prepared as indicated in Figures 1 though 4:
-1
-1. Cantilevered concrete decks are constructed as noted in Figure 1
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in all cases.
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2. Cantilevered decks are constructed with brick or stone as noted
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Figure 2 in all cases.
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3. Raised bond beams are constructed as noted in Figure 3 in all
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COUNTY
cases.
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4. Aboveground installations are constructed as noted in Figure 4 in
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all cases.
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APR. 04;2017
Barriers are required where pools are on premises of UBC Group R,
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Division 3, Occupancies or IBC Group R Occupancies. The barriers must
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comply with Appendix Chapter 4, Division 1, of the UBC or Section
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VICES
3109.4 of the IBC
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Expansive soils:
For installation of pools or spas in expansive soils, the following
additional i6stallation details must be followed subject to code official's
PERMIT #
BUTCOUNTY DEVELOPMENT SERVICES
approval:
REVIEWED FOR
1. All surfaces adjacent to the pool or spas must be excavated to a
CODE CO I V 9 P LOAN
minimum depth of 12 inches (305 mm) beneath the pool bottom
BY
and minimum 6 inches (152 mm) behind the pool walls.
DATE ''
_+_U!! T
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 mm) must be backfilled beneath the
pool or spa and outside the pool walls with compacted dean 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 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.
13
)VIKING
OOLS
GI THE, STANDARD of FIBERGLASS
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Table of Contents
General=Notes
Expansive Soils
Page 21_4il 4 tom; Tables;l 4
Page 3 Figures 14
Page,#%. Pool Models
Page 5 Pool Models Continued
-*.`'a,4Hydrorz6ne Models
Page 6 1 Spa Models
Page 7, r�'Altemative Recirculation Systems
Length, width and depth may vary up to 3% - all
dimensions are to outside edge of coping, measured
from parallel lines.
I
Reviewed by.
Columbia Research & Testing
10140 Start Road, P.O. Box 933
Windsor, CA 95492
Phone 707-495-0420
IAS and ICC/ES Approved Testing Laboratory
Seal:
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FIG. 1 Length, width and depth may vary up to 3% - all
dimensions are to outside edge of coping, measured
TYPICAL CANTILEVER CONCRETE DECK from parallel lines.
6"X6"- W1.4 X W1.4
T MIN. WIRE MESH OR
REBAR NO. 3, ON 2' O.C.
9., EACH WAY.
SLOPED 1/4"=1'
N
12" _ _ ° I E 10"
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1U"
I I� 1/4" GALVANIZED ` FOR CLAY
SOIL ONLY.
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SAND (TYPICAL)
3"THICK COMPACTED SOIL ONLY.
FIG. 2
SAND (TYPICAL)CONCRETE
GRAVEL FOR CLAY
DECK
4" MIN. THICK COMPACTEDGRAVEL
6"
SAND OR 12" CLEAN GRAVEL
FIBERGLASS
FOR CLAY
VIFIBERGLASS
BRICK OR NATURAL
WITH BRICK OR STONE
(ADOBE) SOIL ONLY.
STONE DECK
6"X6"-W1.4XW1.4
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SAND OR 12"CLEAN GRAVEL
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WIRE MESH OR
3� MIN.REBAR
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EACH WAY.
6"
-- POOL SHELL
SLO ED 1/4"=1'
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a 10,.
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m
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FIG. 3
TYPICAL BOND BEAM
CONSTRUCTION
BRICK, FILLED BLOCK, 3' MIN.
OR POURED CONCRETE 8"
MAXIMUM �• �//
24" e
C d
12"
O'
M•:•.
BACKFILLED DIRT
6"X6" - W1.4 X W1.4
WIRE MESH OR
REBAR N0.3,,
ON 2' O.C.
EACH WAY.
3" THICK COMPACTED
1 r SAND (TYPICAL)
III 4" MIN. THICK COMPACTED
E GRAVEL FOR CLAY _
(ADOBE) SOIL ONLY.
SAND OR 12" CLEAN GRAVEL
6" FIBERGLASS
POOL SHELL
r
FIG. 4
TYPICAL ABOVE GROUND INSTALLATION
MAXIMUM
19 1 /2" OPTIONAL
MOUND DIRT WOOD DECK
AROUND POOL
J— APPROX.6"
6" k
BUTTE COUNTY
BUILDING DIVISION
APPROVED
Reviewed by.
Columbia Research & Testing
10140 Starr Road, P.O. Box 933
Windsor, CA 95492
Phone 707-495.0420
IAS and ICC/ES Approved Testing Laboratory
Seal:
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EXP. 1 -17 M
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SOIL ONLY.
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3" THICK COMPACTED
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SAND (TYPICAL)
4" MIN. THICK COMPACTED
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GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
6"
SAND OR 12" CLEAN GRAVEL
FIBERGLASS
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I
POOL SHELL
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FIG. 4
TYPICAL ABOVE GROUND INSTALLATION
MAXIMUM
19 1 /2" OPTIONAL
MOUND DIRT WOOD DECK
AROUND POOL
J— APPROX.6"
6" k
BUTTE COUNTY
BUILDING DIVISION
APPROVED
Reviewed by.
Columbia Research & Testing
10140 Starr Road, P.O. Box 933
Windsor, CA 95492
Phone 707-495.0420
IAS and ICC/ES Approved Testing Laboratory
Seal:
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TRINIDAD - TND
19,300 gal. approx.
40'
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ISLAND BREEZE II- N
22,000 gal. approx.
4U'
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a '0 3'-6"
m CARIBBEAN - MR
t m — 17,000 gal. approx.
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SANTA BARBARA - RS
12,500 gal. approx.
VIA -2 I Mh �W= "W'
FIJI - FJI
12,000 gal. approx.
E
GULF COAST -
19,600 gal. appro:
MEDITERRANEAN - BP
17,000 gal. approx.
vULr anvrcV-0 - va
15,000 gal. approx.
3'-7°
ST. THOMAS - L
13,700 gal. approx.
4�
LAKESHOR�-CD
15,000 gal. approx.
0'
Monaco - AT
21,000 Gal. Approx.
CANCUN -CC
14,000 gal. approx.
MUNILUU-M1
12,400 gal. approx.
TRITON - TN
13,500 gal. approx.
2r-7°
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VALENCIA - ST
10,000 gal. approx.
OCEAN BREEZE - OB
18,900 gal. approx.
1-1'0��F
SEA BREEZE - K
16,000 gal. approx.
29'-8"
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LAGUNA DELUXE - LGX
9,000 gal. approx.
12,800 gal. approx.
39'
16'
T
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KINGSTON - AP
17,500 Gal. Approx.
POSEIDON - PS
17,500 gal. approx.
ACAPULCO -AC
16,700 gal. approx.
AVAILABLE TO 39'
IN LENGTH
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PANAMA I - BL
Gallons Vary
BUTTE COUNTY
BUILDING DIVISION
APPROVED
Reviewed by.
Columbia Research 8 Testing
10140 Starr Road, P.O. Box 933
Windsor, CA 95492
Phone 707-495-0420
IAS and ICCIES Approved Testing Laboratory
Seal:
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10,500 gal. approx.
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ST. LUCIA - CM
W 2.sL m _ 6,000 gal. approx.
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20'
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3'S°
CLEARWATER - SP
3,600 gal. approx.
AVAILABLE TO 45'
IN LENGTH
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Gallons Vary
FREEPORT-FP
6,000 gal. approx.
26'
IV
3' ,_73�"
MALIBU - CRUD
4,400 Gal. Approx.
30'
LAGUNA-LG
10,000 gal. approx. 3'-5°
25'-7°
26'
N -
�37-
BERMUDA -AL KEY WEST - BFF
7,000 gal. approx.
9,000 gal. approx.
36'
T®
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TROPICANA - MP
2,500 gal. approx.
CAMBRIDGE - LN
18,000gal. approx.
- 35'
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6r-6"
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OLYMPIA - FR16
15,250 gal. approx.
22'
16'
�7
MAUI - MTK Aruba`- ARU
2,300 gal. approx. 5,200 Gal. Approx.
0 42' 40'-2"
z 16' `r°
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1
3'
71
m
X-10" bo
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H N Oceania - BHGI Venice - TGEN
0 w 19,300 Gal. Approx. 16,000 gal. approx.
26'-j
CV
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3'- —r
5'-8"
EMPRESS - FR12
7,600 gal. approx.
24'-10"
INN
I r-3'$"
BAJA - SFF
9,000 gal. approx
30' j
3'-6-
CARMEL-FF
'-6"CARMEL-FF
12,000 gal. approx.
38'
i0
Barcelona - BAR
18,500 gal. approx.
35' -
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61 6"
T ' 4'-3"
I �—f
34'
15'
L
3'-6' 6r 6.
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Coronado - BHBI
13,000 Gal. Approx.
CANCUN DELUXE- CCX
11,500 gal. approx.
r-30' I
,
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3 6 -`
T— 6'
Majesty - FR14
11,200 gal. approx.
UtLKAT - t3
8,100 gal. approx.
JAMAICA - LD
3,750 gal. approx.
ULAKLMUN 1 - V
11,700 Gal. Approx.
BUILDING DIVISION!
APPROVED
Reviewed by.
Columbia Research & Testing
10140 Stan- Road, P.O. Box 933
Windsor, CA 95492
Phone 707-495-0420
IAS and ICCIES Approved Testing Laboratory
Seal:
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PLACID - BOS
475 Gal. Approx.
ROYAL - RY
600 Gal. Approx.
REGAL - RG
600 Gal. Approx.
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7 5" 12'5"
7'
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TAHOE-LOS SUPERIOR - CS SHASTA - LRS MYSTIC - M
450 Gal. Approx. 700 Gal. Approx. 420 Gal. Approx. 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.
POOL-HZE
3,600 gal. approx.
3'-2"
POOL -HZDXS
2,800 gal. approx.
1-10"
SEMI CIRCLE TANNING LEDGE - TSCT
400 Gal. Approx.
10'-7"—
W-10"
t
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10"J
HERMOSA - VFTL
200 Gal. Approx.
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BUTTE COUNTY
BUILDING DIVISION
APPROVED
Reviewed by.
Columbia Research 8 Testing
10140 Start Road, P.O. Box 933
Windsor, CA 95492
Phone 707-495-0420
IAS and ICC/ES Approved Testing Laboratory
Seal
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SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
DEBRIS REMOVAL SYSTEM
SUCTION OUTLETS IN SERIES ,
2 - 90° ELBOWSV//\\v LOW w//' HI
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GENERAL NOTES STANDARD NOTES: CV O) Cl) a
1. USE 2' SCHEDULE 40 PIPE LEGEND P.-
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1. THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS.USEELBOWS r.- O M
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2.. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2016 CALIFORNIA BUILDING CODE. s. CHECK VALVES MAY BEDEGREENEEDEo IF SDE TJOINT
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. MORE THAN IS* ABOVE WATER LINE. ) FIBER OPTIC LIGHT I� (/�Do
4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME- Al 12.19.8.2007 AND DRAIN COVERS MEET THE 4. KEEP VALVES WITHIN s• OF THE PUMP AND/OR FILTER. v, tG
REQUIREMENTS OF ANSUASME Al 12.19.8-2007 FOR ANTI -HAIR AND BODY ENTRAPMENT AND 2013 ANSI/APSPACC-7 SUCTION ENTRAPMENT SKIMMER 3° MAIN DRAIN ��//�� � O O O
AVOIDANCE. ��,r VJ `� O v (h v O
5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND „> RETURN a SWAY VALVE L- DO X X
MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON >
X LL
FILE WITH THE BUILDING DEPARTMENT. »> S PLUMBING O � lL N M
6. ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. O Op LL LL O
7: THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES „� SPILLOVER
OF MERCURY IN 3 SECONDS O ODO
OED O
8. MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM Z O Kp
9. AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN.
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SUGGESTED DETAIL O I N Z y O 0
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VENT COVER MAY BE GUTTER Q C E
DRAIN SUCH AS HAYWARD Mcc
4 (COVER MUST COMPLY WITH MODEL SP -1019 W X LL
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ANSVASME A11219.SM) Q 0
y SUCTION OUTLET Reviewed by. `u
E(MAIN DRAIN) 2 - 90° ELBOWS
M �' Columbia Research & Testing J EN C E L
M C6�R'o 5 r 0 10140 Starr Road, P.O. Box 933 `� J CU CU L_
CL 8�CIL�' SE�a T Windsor, CA 95492
[MUM DISTANCE 2' MIN _ hone 707-495-0420 / — L
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J ;5 - - - - ALTERNATIVE SUCTION OUTLETS SYSTEM - - W 2 20 rn m Page
MAY INCLUDE 1 ON THE BOTTOM AND ONE ON
OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON ) )-)
VENT TO ATMOSPHERE so VENT TWO (2) SEPARATE VERTICAL WALLS _
WILL NOT BE BLOCKED BY DEBRIS,
INSECT INFESTATION• OR
MICROBIOLOGICAL CONTAMINATION 9T (L
OF CALIF
DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM 107
TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE. ( 1l1 Or
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