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<br />- General Notes
<br />venerat
<br />The swimming pools and spas consist of one-piece fiberglass
<br />construction shop -formed over a mold. The material is fiberglass
<br />reinforced plastic (FRP), a minimum of 1/4 inch (6.4 mm) thick,
<br />composed of isophtalic resin, vinyl ester resin, and fiberglass. The
<br />surface finish is a neo pentyl glycol gel coat. Viking Pools produces
<br />various styles of swimming pools and spas. When installed in
<br />accordance to Viking Pools installation procedures, the pools and spas
<br />comply with applicable requirements of the following codes:
<br />2018 International Building Code® (IBC)
<br />2018 International Residential Code (IRC)
<br />1997 Uniform Building Code (UBC)
<br />BOCA@ National Building Code/2003 (BNBC)
<br />2012/2015 International Plumbing Code® (IPC)
<br />2012/2015 IAPMO Uniform Plumbing Code (IAPMO UPC)
<br />2012 ANSI/APSP/ICC 5a Residential Inground Swimming Pools
<br />2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas and
<br />Swim Spas
<br />2016 California Building Code
<br />2016 California Plumbing Code
<br />2016 California Mechanical Code
<br />2016 California Electrical Code
<br />2016 California Fire Code
<br />2016 California Energy Code
<br />2016 California Residential Code
<br />2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance
<br />2011 ANSI/APSP-16
<br />2018 International Swimming Pool and Spa Code -
<br />(ISPSC-ICC)
<br />2007 ANSI/ASME-Al12.19.8
<br />2017 National Electric Code (NEC)
<br />2015 Uniform Swimming Pool, Spa, Hot tub Code (IAPMO)
<br />The overall pool dimensions, depths and capacities are shown in
<br />Table 1 and Table 4. The units comply with ANSI/NSPI-5, specified in
<br />Section AG103.1 of the IRC, and IAPMO IGC-2000*, specified in the
<br />UPC.
<br />Models described in Table 2, Table 3, and Table 4 can be placed up
<br />to 19-1/2 inches (49.5mm) above ground. These pools and spas may be
<br />placed with or without concrete or wood decking. Unless elevated
<br />portions of the units are protected from sunlight by soil berms, decking,
<br />etc., these portions must be coated with a UV -inhibiting opaque paint
<br />that is compatible with the laminate.
<br />All plumbing must comply with the IPC or UPC. Electrical work must
<br />comply with the code in effect at the construction site. The pool and spa
<br />must remain full of water at all times_ A permanent sign, bearing the
<br />following statement, must be attached to the pumping equipment:
<br />Notice -The pool or spa is designed to remain full of water at all times.
<br />The pool shell may be damaged if the water level is allowed to drop
<br />below the skimmer. When appreciable draw -down is noticed or if it
<br />becomes necessary to drain the pool or spa, contact Viking Pools or its
<br />dealers for instructions.
<br />A permanent label must be installed adjacent to the above sign
<br />indicating the Viking Pools dealer's name, address and telephone
<br />number.
<br />Installation Procedure:
<br />Viking pools and spas may be installed without a soil investigation by
<br />a registered design professional(RDP), subject to the building official's
<br />approval, provided none of the following conditions are encountered at
<br />the site:
<br />1. The existence of uncontrollable groundwater within the depth of
<br />the pool or spa excavation.
<br />2. The existence of an uncompacted fill in contact with any portion of
<br />the pool or spa.
<br />3. The existence of any soil types with an angle of repose that will not
<br />support the walls of theexcavation at desired slopes.
<br />4. Danger to adjacent structures posed by the proposed pool or spa
<br />location.
<br />5. The existence of any cracks or openings in soil that would not
<br />confine sand or%2' clean gravel bedding.
<br />If any of the conditions above is encountered, excavation must cease
<br />immediately. The specified conditions at the site must then be reviewed
<br />and recommendations made by the RDP. The building official must
<br />approve the RDP's report before work is completed.
<br />The pool or spa excavation profile must coincide with the contours of
<br />the pool. The over excavation is minimum 6 inches (152mm) on the
<br />sides and ends. The over excavation at the pool bottom is minimum 4
<br />inches (102mm). The backfill for the pool or spa bottom is a layer of
<br />3-inch-thick (76mm) bedding sand matching the pool or spa profile.
<br />This sand layer is compacted using a manual tamper and water. The
<br />pool or spa is then set into place using a crane, excavator or manually
<br />and be within 1 inch (25mm) of level. Simultaneous waterfill and sand
<br />backfill operations then commence. The sand is compacted with a
<br />tamper and water. The installer must ensure that the backfill level and
<br />water level are approximately the same throughout this procedure.
<br />After completion of the backfill and plumbing, the decking is placed.
<br />Decks are prepared as indicated in Figures 1 though 4:
<br />1. Cantilevered concrete decks are constructed as noted in Figure 1
<br />in all cases.
<br />2. Cantilevered decks are constructed with brick or stone as noted
<br />Figure 2 in all cases.
<br />3. Raised bond beams are constructed as noted in Figure 3 in all
<br />cases.
<br />4. Aboveground installations are constructed as noted in Figure 4 in
<br />all cases.
<br />Barriers are required where pools are on premises of UBC Group R,
<br />Division 3, Occupancies or IBC Group R Occupancies. The barriers must
<br />comply with Appendix Chapter 4, Division 1, of the UBC or Section.
<br />3109.4 of the IBC
<br />Expansive soils:
<br />For installation of pools or spas in expansive soils, the following
<br />additional installation details must be followed subject to code official's
<br />approval:
<br />1. All surfaces adjacent to the pool or spas must be excavated to a
<br />minimum depth of 12 inches (305 mm) beneath the pool bottom
<br />and minimum 6 inches (152 mm) behind the pool walls.
<br />2. Any soft or loose soils exposed by step 1 must be removed until
<br />exposed material is solid. If the soil is still soft and loose, the upper
<br />6 inches (152 mm) of all horizontal excavation surfaces must be
<br />scarified and compacted with mechanical equipment. The
<br />compacted surfaces and the excavated wall surfaces must be
<br />maintained in a moist condition until the first lift of backfill or fill is
<br />placed against the surface. The term compaction implies any
<br />method necessary to consolidate the native and fill materials to
<br />keep the pool or structure from settling.
<br />3. The excavated bottom area of the pool or spa must be backfilled
<br />with granular import material to approximately 6 inches (152 mm)
<br />below the bottom of the pool or spa, wetted and compacted.
<br />4. The remaining 6 inches (152 mm) must be backfilled beneath the
<br />pool or spa and outside the pool walls with compacted clean sand.
<br />The pool or spa must be filled with water as backfilling progresses
<br />to a level equivalent to that of the backfill. The backfill must be
<br />placed in compacted layers of approximately 6 inches (152 mm)
<br />while a uniform height of backfill is maintained around the pool or
<br />spa.
<br />5. Positive surface drainage away from the perimeter of the pool and
<br />surrounding deck is required and critical to installations in highly
<br />expansive soils. Surface area drains and surface drainage swales
<br />or subdrains must be placed as needed to prevent ponding or
<br />saturation of the soil around the perimeter and vicinity of the pool to
<br />prevent excessive shrink -swell or volume changes in the soil.
<br />Identification:
<br />Viking pools and spas are identified by the following information
<br />imprinted on the top step of the pool or spa: manufacturer's name (Viking
<br />Pools) and address, pool or spa model designation, a coded serial
<br />number and the evaluation report number (ESR-2014).
<br />The units also bear the label of the quality control agency, Columbia
<br />Research & Testing Corporation (AA-527).
<br />Findings: That the fiberglass one piece swimming pools and spas are
<br />in compliance with the above listed codes as noted in ESR-2014 subject
<br />to the following conditions.
<br />1. The construction and pool/spa installation comply with this report
<br />and the manufacturer's instructions.
<br />2. Electrical and plumbing installation comply with the respective
<br />codes in effect at the construction site.
<br />3.That all pools are installed in accordance with manufacturer's
<br />recommendations.
<br />4. The pools
<br />osan d spas produced b Viking Pools Northeast In
<br />c.
<br />P P P Y 9
<br />176 Viking Drive Industrial Park, Jane Lew, West Virginia; Viking
<br />Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas;
<br />and Viking Pools, Inc., 121 Crawford Road, Williams,California;
<br />Viking Pools Southeast,40119 Country Road 54E, Zephyrhills, FL
<br />are manufactured under a quality control program with inspections
<br />by Columbia Research &Testing Corporation (AA-527).
<br />PUBLIC WORKS DEPARTjMENT
<br />BY`� - - -
<br />DATE b ZL�db z-v
<br />CITY OF EVERETT REVIEWED FOR PERMIT
<br />'PyovZo /0 — C4 7
<br />Permit#:
<br />B2006-043
<br />Site Address:
<br />954 NORTH PARK DR
<br />Owner:
<br />BJORG GORDON E JR & DONNA M
<br />Tenant:
<br />[Ten Name]
<br />App. Date:
<br />6/29/2020
<br />Proposed Use: POOL
<br />Description:
<br />INSTALL IN -GROUND FIBERGLASS
<br />SWIMMING POOL-18,900 GALLONS
<br />Reviewed By: &&�r Date:
<br />6Orfice Set Job Site Set Fire/Planning Set
<br />OF
<br />DRAWINGS SHALL
<br />BE ON JOB H
<br />'
<br />ATALL TIMES E
<br />THESE DOCUMENTS HAVE NOT BEEN
<br />APPROVED FOR THE ISSUANCE OF
<br />LIC WORK, MECHANICAL, FIRE
<br />j� O �* AL, S PRESSION, ELECTRICAL OR
<br />� r �2 I L, P MBING PERMITS
<br />MAY 10 2022
<br />ARCHIVED ITY OF EVr--RET T
<br />IEWED FOR PE--R IT
<br />NOV —12020
<br />UITYCII'
<br />Permit
<br />1
<br />V.
<br />1. I(J"N G P 0 0 LS
<br />THE STANDARD of FIBERGLASS
<br />Length, width and depth may vary up to 3 % - all
<br />dimensions are to outside edge of coping, measured
<br />from parallel lines.
<br />1.. I�1-I` Reviewed by:
<br />i✓es Columbia Research & Testing
<br />10140 Starr Road, P.O. Box 933
<br />Windsor, CA 95492
<br />Phone 707-495-0420
<br />IAS and [CC/ES Approved Testing Laboratory
<br />Seal
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