Plans ES
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, r
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General Notes r
General
and recommendations made by the RDP.The building official must 1.The construction and pool/spa installation comply with this report O
- The swimming pools and spas consist of one-piece fiberglass approve the RDP's report before work is completed. and the manufacturer's instructions.
construction shop-formed over a mold.The material is fiberglass The pool or spa excavation profile must coincide with the contours of 2.Electrical and plumbing installation comply with the respective to
reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, the pool.The over excavation is minimum 6 inches(152mm)on the codes in effect at the construction site. 0
wcomposed of isophtalic resin,vinyl ester resin,and fiberglass.The sides and ends.The over excavation at the pool bottom is minimum 4 3.That all pools are installed in accordance with manufacturer's 4—
,-
v
surface finish is a neo pentyl glycol gel coat.Viking Pools produces inches(102mm).The backfill for the pool or spa bottom is a layer of recommendations. D
various styles of swimming pools and spas.When installed in 3-inch-thick(76mm)bedding sand matching the pool or spa profile. 4.The pools and spas produced by Viking Pools Northeast,Inc. Q N
no F'
accordance to Viking Pools installation procedures,the pools and spas This sand layer is compacted using a manual tamper and water.The 176 Viking Drive Industrial Park,Jane Lew,West Virginia;Viking 'O d l/1 O
comply with applicable requirements of the following codes: pool or spa is then set into place using a crane,excavator or manually Pools Central,Inc., 10600 West Interstate 20 East,Midland,Texas; ¢ t!1 •+; 0
2018 International Building Code®(IBC) and be within 1 inch(25mm)of level.Simultaneous waterfall and sand and Viking Pools,Inc., 121 Crawford Road,Williams,Califomia; N— -p U
N.
2018 International Residential Code(IRC) backfill operations then commence.The sand is compacted with a Viking Pools Southeast,40119 Country Road 54E,Zephyrhills,FL E ra C L
1997 Uniform Building Code(UBC) tamper and water.The installer must ensure that the backfill level and are manufactured under a quality control program with inspections , t0 N fY W
BOCA®National Building Code/2003(BNBC) water level are approximately the same throughout this procedure. by Columbia Research&Testing Corporation(AA-527). Z "L'. to C 0 O
2012/2015 International Plumbing Code®(IPC) After completion of the backfill and plumbing,the decking is placed. OFFICE COPY U C • O O N
2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) Decks are prepared as indicated in Figures 1 though 4: OFFICE COPY CD u cc O a Cl N
2012 ANSI/APSP/ICC 5a Residential Inground Swimming Pools 1.Cantilevered concrete decks are constructed as noted in Figure 1 ft3 > 0 >- _ = N
2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas and in all cases. - O N O i
Swim Spas 2.Cantilevered decks are constructed with brick or stone as noted 1VL 7+a . F, -p t/1 0 O
2016 California Building Code Figure 2 in all cases. r "�� •+.- L ,�, E
2016 California Plumbing Code 3.Raised bond beams are constructed as noted in Figure 3 in all coi. Icy re) .� O LJ Ln S.
2016 California Mechanical Code cases. .i,' r;1 N N U `'
2016 California Electrical Code 4.Aboveground installations are constructed as noted in Figure 4 in ". t
.)'.* 01�
2016 California Fire Code all cases. ' a 0
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2016 California Energy Code Barriers are required where pools are on premises of UBC Group R, �+ ,- ''
2016 California Residential Code Division 3,Occupancies or IBC Group R Occupancies.The barriers must r V " „��,`••'-• / •
2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance comply with Appendix Chapter 4,Division 1,of the UBC or Section16 to
2011 ANSI/APSP-16 3109.4 of the IBC .11* Z•
$Z'G SSZ R��, 4. p[ Cu.)
- 2018 International Swimming Pool and Spa Code-
(ISPSC ICC) Expansive soils: `�`lC>N:•t. C
2007 ANSI/ASME-A112.19.8 For installation of pools or spas in expansive soils,the following 1.•
2017 National Electric Code(NEC) additional installation details must be followed subject to code official's
O co
2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) approval: iR $ 0, !. -15 l-an�� (/) N rn v th N
rn
06/2212018 +-+ ” M
The overall pool dimensions,depths and capacities are shown in 1. All surfaces adjacent to the pool or spas must be excavated to a Cu.) (Y °� M o0
Table 1 and Table 4.The units comply with ANSI/NSPI-5,specified in minimum depth of 12 inches(305 mm)beneath the pool bottom en co
Section AG103.1 of the IRC,and IAPMO IGC-2000*,specified in the and minimum 6 inches(152 mm)behind the pool walls. .J•J v u) 2 co
UPC. 2.Any soft or loose soils exposed by step 1 must be removed until — o M o 00
Models described in Table 2,Table 3,and Table 4 can be placed up exposed material is solid.If the soil is still soft and loose,the upper -0 0 N c? X � m
to 19-1/2 inches(49.5mm)above ground.These pools and spas may be 6 inches(152 mm)of all horizontal excavation surfaces must be 0 M ii
placed with or without concrete or wood decking.Unless elevated scarified and compacted with mechanical equipment.The \' ® E v ti 0
portions of the units are protected from sunlight by soil berms,decking, compacted surfaces and the excavated wall surfaces must be RECEIVED ED L o rn m o) r)
etc.,these portions must be coated with a UV-inhibiting opaque paint maintained in a moist condition until the first lift of backfill or fill is L..� 0) z
v rn A
JUN that is compatible with the laminate. placed against the surface.The term compaction implies any6 gg - Q N
All plumbing must comply with the IPC or UPC.Electrical work must method necessary to consolidate the native and fill materials to o M
comply with the code in effect at the construction site.The pool and spa keep the pool or structure from settling.
CITY OF TIGARD Q d M
must remain full of water at all times.A permanent sign,bearing the 3.The excavated bottom area of the pool or spa must be backfilled / }
following statement,must be attached to the pumping equipment: with granular import material to approximately 6 inches(152 mm) PLANNING/ENGINEERING6 Ln
Notice-The pool or spa is designed to remain full of water at all times. below the bottom of the pool or spa,wetted and compacted. O Z o c o
QThe pool shell may be damaged if the water level is allowed to drop 4.The remaining 6 inches(152 mm)must be backfilled beneath the C a r L a
below the skimmer.When appreciable draw-down is noticed or if it pool or spa and outside the pool walls with compacted clean sand. ,, ..L W Md O Q
becomes necessary to drain the pool or spa,contact Viking Pools or its The pool or spa must be filled with water as backfilling progresses (KC 1...L CO
151 t 0
dealers for instructions. to a level equivalent to that of the backfill.The backfill must be / J r/j
A permanent label must be installed adjacent to the above sign placed in compacted layers of approximately 6 inches(152 mm) a�s / Reviewed by:® E _� Vi
indicating the Viking Pools dealer's name,address and telephone while a uniform height of backfill is maintained around thepool or \`::. (t3
Columbia Research&Testing > J - (a
number. Spa. TT 10140 Starr Road,P.O.Box 933 Q) -0 = L
5.Positive surface drainage away from the perimeter of the pool and VI 1(1.N G P o o LS Windsor,CA 95492 CD W C Q
Installation Procedure: surrounding deck is required and critical to installations in hi 9 y hl Phone
IAS and ICC/ES App07-495-0420 5-0420d Testing Laboratory 0 m N
Viking pools and spas may be installed without a soil investigation by expansive soils.Surface area drains and surface drainage swales THE STANDARD of F I BERG LAS S
a registered design professional(RDP),subject to the building official's or subdrains must be placed as needed to prevent ponding or seal ■� 0
approval,provided none of the following conditions are encountered at saturation of the soil around the perimeter and vicinity of the pool to Table of Contents CI'T'Y op TIGARD
the site: prevent excessive shrink-swell or volume changes in the soil. Page 1 General Notes '
1.The existence of uncontrollable groundwater within the depth of Expansive Soils REVIEWED FOR CODE C O IP]:.h� _
]� � /
> the pool or spa excavation. Identification: J
Page Tables 1-4
co 2.The existence of an uncompacted fill in contact with any portion of Viking pools and spas are identified by the following information Page 3 Figures 1-4 Approved: [4-
j
the pool or spa. imprinted on the top step of the pool or spa:manufacturer's name(Viking Rage Pool Models OTC:
X
3.The existence of any soil types with an angle of repose that will not Pools)and address,pool or spa model designation,a coded serial Page 5 Pool Models Continued Page \
support the walls of theexcavation at desired slopes. number and the evaluation report number(ESR-2014). #L i
z 4.Danger to adjacent structures posed by the proposed pool or spa The units also bear the label of the quality control agency,Columbia Hydro Zone Models Permit#: a1 -- oO l(9'
alocation. Research&Testing Corporation(AA-527). Page 6 Spa Models
> 5.The existence of any cracks or openings in soil that would not Page 7 Alternative Recirculation Systems AC�(�:eSS. t 2-956V J ��
a confine sand or 4"clean gravel bedding. Findings: That the fiberglass one piece swimming pools and spas are Suite #: !'�
If any of the conditions above is encountered,excavation must cease in compliance with the above listed codes as noted in ESR-2014 subject ^ �N _
mimmediately.The specified conditions at the site must then be reviewed to the following conditions. Length,width and depth may vary up to 3%-all B} tW f'1 Date: 6/ ''/ Q
Z dimensions are to outside edge of coping,measured I ; of
from parallel lines. \ 1_
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TABLE 1- POOLS r
v,
_ POOL CODE SIZE DEPTHS GALLONS SQUARE PAGE POOL
WIDTH x LENGTH SHALLOW,DEEP APPROX. FEET NUMBER TYPE
TABLE 3- SPAS
- v Acapulco AC 16'x 39' 3'-6",6' 16700 500 4 Type 0
SPAS CODE SIZE DEPTHS GALLONS SQUARE PAGE
a Aruba ARU 11'x 22' 3' 6",5', 5200 177 5 Type 0 WIDTH x LENGTH SHALLOW,DEEP APPROX. FEET NUMBER
> Baja SFF 11'-10"x 25' 3'-8",5'-6" 9000 229 5 Type 0 Mystic M 10'x 10' 3'-4" 550 64 6
Barcelona BAR 16'x38' 3-6"x 7' 18500 518 5 Type 0 Mystic Spillover MSW 10'x 11' 3'-4" 550 64 6 07
Bermuda AL 12'x 26' 3'-6",5'-6" 7000 226 5 Type 0 w
Yp Placid BOS 8-4"x 8'-4" 3' 475 45 6
Cambridge LN 16'x36' 3'-6",7'< 18000 451 5 Type 0 Placid;Spillover BOSSW 8 4"x 9 4" 3' 475 45 6 0
Cancun CC 16'x 35' 3'-6",6'-6" 14000 397 4 Type 0 Regal RG 8'x 10' 3'-4" 600 52 6
Cancun Deluxe CCX 16'x 35' 4`-3",6`-6" 11500 381 5 Type 0 Regal Spillover RGSW 9'x 10' 3'-4" 600 52 6
Caribbean MR 16'x 40' 3'-6"-6'-6" 17000 468 4 Type 0 Royal RY 8'x 10' 3'-4" 600 63 6
Carmel FF 13'-8"x 30' 3'-6",6' 12000 345 5 Type 0 Royal Spillover RYSW 8'-10"x i0' 3'-4" 600 63 6
Chesapeake CP 12'x 31' 3'-7",5' 10500 292 5 Type 0 Shasta LRS 7'x 7' 3' 420 31 6
Claremont V 14'x 33' 3'-7" 5'-4" 11700 416 5 Type 0 Shasta Spillover LRSSW 7'x 8 3 420 31 6
Clearwater SP 10'-11"x 20' 3'-5",5' 3600 165 5 Type 0 Superior CS 8'x 12'-5" 3' 700 73 6
Coronado BHBI 15',34' 3'-6",6'-6" 13000 410 5 Type O Superior Spillover CSSW x 12'-5" 3' 700 73 6
Tahoe LOS 7'-6"x 7'-6" 3' 450 37 6
Delray B 11'-10"x25' S' 4'-6" 8100 264 5 Type 0
Tahoe Spillover LOSSW 7-6"x8'-6" 3' 450 37 6
Empress FR12 12'x 26' 3'-6",5'-8" 7600 275 5 Type 0 Hermosa VFTL 6'-10"x 10'-7" 10" 200 50 6 •
Fiji FJI 15'x 34' 3' 6"'6' 12000 375 4 Type 0 Semicircle ,TSCT 8'-4"x 16'I 10" 400 92 6 U
Freeport', FP 12'x25 1iJ 3'-7",5'-5" 6000' 213 5 Type 0
Gulf Coast GC 15'10"x 39'-7" 3'-5",7'-11" 19600 506 4 Type I .-�
Gulf Shore GS 15'-7`x 34'8"', 3'-7",5'-10" 15000,, 423' 4 Type 0
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Island Breeze II BN 16'x40 3'-6",8' 22000 585 4 Type I '^ C) rn -r cn N
Jamaica LD 9'-1f)"x19' 9"' 3`-2",5' 3750 138 5 Type 0
v+'-' .. a' � cr-
Key West BFF 12'x 25'-7" 3'-7",6' 9000 230 5 Type 0
Kingston AP 16'x 38 ,"3'-6",5'-8" 17500 555' 4 Type 0 LLj o Cr N M
Laguna LG 14'x 30' 3'-6",6' 10000 310 5 Type 0 TABLE 4- POOLS co
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Laguna Deluxe LG)( 14'x 30' 4',6' 9000, 300' 4 Type 0 O N r, m x x 2
Lake Shore CD 16'x 33' 3'-7",5'-5" 15000 480 4 Type 0 POOL CODE SIZE DEPTHS GALLONS SQUARE PAGE O O 3? f c„2 C93
Majesty FR14 ' 14',3Q' 3`-6",6' 1120 377 5 Type',0 WIDTH x LENGTH SHALLOW,DEEP APPROX. FEET NUMBER L M o M � M M
Malibu CRUD 12'x 26' 3'x 4' 7' 4400 209 5 Type 0 HZDXL WGDXL 8'-6"x 18' 3'-3",5' 2800 127 3_ O) z CO 9, M
Maui MTK 9 3"x 16' 3" 4",4' 2300 103 5 Type',0 HZE WGE 8'-6"x 18' 5' 3600 127 6 C -t c 00 v
._ o v
Mediterranean BP 15'-8"x 38' 3' 7",5'-11" 17000 512 4 Type 0 m CDa M N o
Milan CTL 10'x 16' 4' 2450 135' 5 Type 0 O > Z c - - c
Monaco AT 16'x40' 3'-8",8' 21000 585 4 Type I 0 _ o c = o
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d
Montego MT 14'x 35' 3"-7",5'-7" i 12400 388 4 Type 0 OX Q
Ocean Breeze OB 16'x40 3'-6",5'-8" 18900 585 4 Type 0 Reviewed by: 0 - F- U Li-
Oceania BHGI 16'x 42' 3`,7 19300 516' 5-Type 0 M _I vi vi
Olympia FR16 16'x 35' 3'-6",6-6" 15250 510 5 Type 0 E " .(T'S c E,
Panama! BL 12'x(35'-39') 4'-6",4'-6" Varies Varies 4 Type 0 TABLE 2- POOLS
CO w c •- •- Q
Panama II BL 12'x(35'-45') 4'-6",4'-6" Varies Varies 5 Type 0 ABOVE GROUND INSTALLATION 0 CO - 5 N
CODES CODES
Poseidon PS 16'x40' 3'-6",7' 17500 538 4 Type 0 Seal.MP FP •1.d U
Rockport RP 14'x 30' 3'-7",5'-11" 12800 314 4 Type 0 AL ST CO
Santa Barbara RS 14'x 30' 3'-6",6'-6" 12500 326 4 Type 0
Sea Breeze K 14'-8 x 33' 9 3' S",8 2" 16000 378 4 Type 0 NI
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St.Lucia CM 12'-3"x 23'-11" 3`-6",5' 6000 211 5 Type 0 Q4 N ;1
u_ St.Thomas L 14'x 31'-6" 3'-7",7' 13700 396 4 Type 0
X Trinidad TND 16'x44' 3' 6",7' 19300 562 4 Type , 11 � O_. Page
Triton TN 14'x30' 3'-7,5'-11" 13500 338 4 Type 0 [ �,•. O
z *• r 00
w Tropicana MP 9'-6"x 14'6" 4',4' 250( 115 5 Type 0 a �, :.
> Valencia ST 14'-4"x 27'-7" 3'-7",5'-10" 10000 288 4 Type 0 in 4� 31534 c ' 'Z' to
Venice IGEN 16',40'-2" ,3'-1O' 8'-6" 16000. 553 5 Type I • CrS Its 1 tY
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GULF COAST-GC OCEAN BREEZE-OB
TRINIDAD-TND Monaco-AT POSEIDON -PS
19,600 gal.approx. 18,900gal.approx. :.
19,300 gal.approx. 21,000 Gal.Approx. PP ox. 17,500 gal.approx. �� :f+
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ISLAND BREEZE II-N MEDITERRANEAN-BP CANCUN -CC j Co)
22,000 gal.approx. 17,000 gal.approx. 14,000 gal.approx. SEA
16,000 BREEZE gal.approx.K A1sA700 gaICOP�ox. d'
34'-8" /'� 0 CO a
m 35 29-8" AVAILABLE TO 39' �// I_ IN LENGTH "�� rnLt, cO
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CARIBBEAN-MR 12,400 gal.approx. 9,000 gal.approx. PANAMA I BL
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ro 17,000 gal.approx. Gallons Vary r o o ts
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SANTA BARBARA-RS ST. THOMAS-L TRITON-TN ROCKPORT-RP .111 012,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx. 12,800 gal.approx.
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Z12,000 gal.approx. 15,000 gal.approx. 10,000 gal.approx. 17,500 Gal.Approx.
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PLACID-BOS ROYAL RY REGAL-RG TAHOE-LOS
m SUPERIOR SHASTA-LRS MYSTIC-M CS Z
m 475 Gal.Approx. - 600 Gal.Approx. 450 Gal.Approx. 420 Gal.Approx. Approx.
E 600 Gal.Approx. 700 Gal.Approx. 550 Gal. PP
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475 Gal.Approx. 600 Gal.Approx. 600 Gal.Approx. 450 Gal.Approx. 700 Gal.Approx. 420 Gal.Approx. 550 Gal.Approx. N—
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10140 Starr Road,P.O.Box 933 E ('6 J E
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' SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
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DEBRIS REMOVAL SYSTEM r�"' �' 7
SUCTION OUTLETS IN SERIES ;
2-90°ELBOWS % , ,LOW '�HI CO
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GENERAL NOTES O c0
STANDARD NOTES: /''�
i.USE 2"SCHEDULE 40 PIPE. LEGEND t I CO N
1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS. cn 01
2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2016 CALIFORNIA BUILDING CODE. 2.DO NOT 90 DEGREE ELBOWS ON SUCTION SIDE. `M
3.CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS
3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED.
MORE THAN 18•ABOVE WATER HE UE. )— FIBER OPTIC LIGHT ö T-JOINT CO o)
4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME-A112.19.8-2007 AND DRAIN COVERS MEET THE 4.KEEP VALVES WITHIN 5'OF THE PUMP AND/OR FILTER. U CO CO I...-
REQUIREMENTS
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REQUIREMENTS OF ANSI/ASME A112.19.6-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND 2013 ANSI/APSP/ICC-7 SUCTION ENTRAPMENT LO M
AVOIDANCE. SKIMMER �' 3"MAIN DRAIN = VI W O M co M CO
5.THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND _
MATERIALS OF CONSTRUCTION,REFER TO CONTRACTORS ENGINEERED AND SEALED SPECIFICATION DRAWING ON '�� RETURN er 3-WAY VALVE 1■ 3 LOLW M
FILE WITH THE BUILDING DEPARTMENT. �
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6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. II ,-,7 PLUMBING
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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 SPILLOVER - O m M LL a)
OF MERCURY IN 3 SECONDS I LO M
8.MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM = 0 CO M M N-
9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. CL 0) Z 4 pt M
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SUCTION OUTLET 90°ELBOWS ,s / 0 \V J (n
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th VENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS
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TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE.
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