Plans (101) I
a
T
7
OFFICE COPY
o t General Notes r
--
•
o- General immediately.The specified conditions at the site must then be reviewed to the following conditions.
> The swimming pools and spas consist of one-piece fiberglass and recommendations made by the RDP.The building official must 1.The construction and pooUspa installation comply with this report y°,)
construction shop-formed over a mold.The material is fiberglass approve the RDP's report before work is completed. and the manufacturers instructions. p`8 N (I)
reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, The pool or spa excavation profile must coincide with the contours of 2.Electrical and plumbing installation comply with the respective c ti C7 i° N
Co
composed of isophtalic resin,vinyl ester resin,and fiberglass.The the pool.The over excavation is minimum 6 inches(152mm)on the codes in effect at the construction site. n 5 « o "
surface finish is a neo pentyl glycol gel coat.Viking Pools produces sides and ends.The over excavation at the pool bottom is minimum 4 3.That all pools are installed in accordance with manufacturer's a Q 14^o 2
> various styles of swimmingpools and spas.When installed in inches 102mm.The backfill for thepool or spa bottom is a layer of recommendations. 3 u o u- Q r
tYP ( ) P Y c� -m "a - Oa'
accordance to Viking Pools installation procedures,the pools and spas 3-inch-thick(76mm)bedding sand matching the pool or spa profile. 4.The pools and spas produced by Viking Pools Northeast,Inc. w 00 $of N C 'y- ,.,,
comply with applicable requirements of the following codes: This sand layer is compacted using a manual tamper and water.The 176 Viking Drive Industrial Park,Jane Lew,West Virginia;Viking m 0.-+ u3
2012/2015 International Building Code®(IBC) pool or spa is then set into place using a crane,excavator or manually Pools Central,Inc.,10600 West Interstate 20 East,Midland,Texas; $A a 4; cE)
2012/2015 International Residential Code(IRC) and be within 1 inch(25mm)of level.Simultaneous waterfill and sand and Viking Pools,Inc.,121 Crawford Road,Williams,Califomia; I-m 3 >aoS
1997 Uniform Building Code(UBC) backfill operations then commence.The sand is compacted with a Viking Pools Southeast,40119 Country Road 54E,Zephyrhills,FL _woo
u o c,
BOCA®National Building Code/2003(BNBC) tamper and water.The installer must ensure that the backfill level and are manufactured under a quality control program with inspections m oc =in +, 1 ;•_, -
2012/2015 International Plumbing Code®(IPC) water level are approximately the same throughout this procedure. by Columbia Research&Testing Corporation(AA-527). 0.O o 3 i— w » r
2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) After completion of the backfill and plumbing,the decking is placed. ;, p !` L
2011 ANSI/APSP-ICC-5 Residential Inground Swimming Pools Decks are prepared as indicated in Figures 1 though 4: _, '' O
2012/2015 International Swimming Pool and Spa Code 1.Cantilevered concrete decks are constructed as noted in Figure 1 �: < iii __" U a''
(ISPSC-ICC) in all cases. „ •• •
1999 ANSI/NSPI-3 Residential Spas 2.Cantilevered decks are constructed with brick or stone as noted 2.
!`' e
2013 California Building Code and Supplement July 2015 Figure 2 in all cases. A EOTECHNICAL .t `",,` 0 ' 1 0
m
2013 California Plumbing Code and Supplement July 2015 3.Raised bond beams are constructed as noted in Figure 3 in all Fs:
Pf�R� E REQUIRED
2013 California Mechanical Code and Supplement July 2015 cases. DEFE t'' FORE"THE FOOTINGRECEIVED
2013 California Electrical Code and Supplement Jul 2015 4.Aboveground installations are constructed as noted in Figure 4 in
2013 California Fire Code and Supplement July 2015 all cases. Fire Sprinkler �� CTION IRPPROVED
2013 California Energy Code and Supplement July 2015 Barriers are required where pools are on premises of UBC Group R, Ire Alarm MAY 3 1 2018 •
2013 California Residential Code and Supplement July 2015 Division 3,Occupancies or IBC Group R Occupancies.The barriers must mechanical
2006 ANSI/APSP-7 comply with Appendix Chapter 4,Division 1,of the UBC or Section 'lumbtng tom' Ieite _
2013 ANSI/APSP/ICC-7 Suction Entrapment Avoidance 3109.4 of the IBC
2011 ANSI/APSP-16 Standard Suction Fittings for or use in 2,1ectricaI BUILDING DIVISION C d-
Swimming Pools,Wading Pools,Spas Expansive soils: !'cuss Engineering _
2007 ANSI/ASME-A112.19.8 For installation of pools or spas in expansive soils,the following
additional installation details must be followed subject to code official's shop Drawings �_...
2011/2014 National Electric Code(NEC) t .. M
Ni-
2009/2012 Uniform Swimming Pool,Spa,and Hot tub Code approval: Other *---� cor}J' Et °.) 9 2,
(IAPMO) o co ( r-
The
The overall pool dimensions,depths and capacities are shown in 1. All surfaces adjacent to the pool or spas must be excavated to a v iA `t M
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 CITY OP TIG = N W O o N o ro
p M... fh v .i
Section AG103.1 of the IRC,and IAPMO IGC-2000",specified in the and minimum 6 inches(152 mm)behind the pool walls. g;�`Vjjj raj}FOR ODE COMPLIANCE Q N �, X '� m
UPC. 2.Any soft or loose soils exposed by step 1 must be removed until o co X X LL
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 ' cO ' m m
r r�11 rn
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 Approved: ` O L.L o LC) M o'
placed with or without concrete or wood decking.Unless elevated scarified and compacted with mechanical equipment.The OTC t 1 = oo rn m M
portions of the units are protected from sunlight by soil berms,decking, compacted surfaces and the excavated wall surfaces must be �V�, fil C7 Z ai m A ti
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 Permit a i -f�� ) V C_ - o ,T) v
that is compatible with the laminate. placed against the surface.The term compaction implies any �l �' , ` � Qt o ro —
All plumbing must comply with the IPC or UPC.Electrical work must method necessary to consolidate the native and fill materials to4 �Jbi- \ a m 2 °O
comply with the code in effect at the construction site.The pool and spa keep the pool or structure from settling. . / }
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 Suite#t 0 lY Z t °� o s
c
following statement,must be attached to the pumping equipment: with granular import material to approximately 6 inches(152 mm) C �/ pates (p-ti.�( Q c E a. c -c a.
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. �' trJ i 9 EL O a J
The 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 Q J 5i_ U
below the skimmer.When appreciable draw-down is noticed or if it pool or spa and outside the pool walls with compacted clean sand. cii
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 er )
Reviewed by: 3 -a —
.E
dealers for instructions. to a level equivalent to that of the backfill.The backfill must be �� E (� J c.6 E
A permanent label must be installed adjacent to the above sign placed in compacted layers of approximately 6 inches(152 mm) � :'" Columbia Research&Testing _ >,
Starr Road,P.O.Box 933 N =
indicating the Viking Pools dealer's name,address and telephone while a uniform height of backfill is maintained around the pool or VIKING c r 10140 Starr cad,P.O. 0 a) '5 > N
number. spa. P o V L.r S Phone 707-495-0420
5.Positive surface drainage away from the perimeter of the pool and IAS and ICC/ES Approved Testing Laboratory
Installation Procedure: surrounding deck is required and critical to installations in highly THE STANDARD of FIBERGLASS 0 eal:
Viking pools and spas may be installed without a soil investigation by expansive soils.Surface area drains and surface drainage swales ';�
a registered design professional(RDP),subject to the building official's or subdrains must be placed as needed to prevent ponding or Table of Contents 7/7.22/7.,
approval,provided none of the following conditions are encountered at saturation of the soil around the perimeter and vicinity of the pool to Page 1 General Notes r n
the site: prevent excessive shrink-swell or volume changes in the soil. Expansive Soils rts-
C` U tU
> 1.The existence of uncontrollable groundwater within the depth of Page 2 Tables 1-4 i°• � `�
LL the pool or spa excavation. Identification: Page 3 Figures 1-4 • -ltd C%.
I, 2.The existence of an uncompacted fill in contact with any portion of Viking pools and spas are identified by the following information Page 4 Pool Models . -,
the pool or spa. imprinted on the top step of the pool or spa:manufacturer's name(Viking Page 5 Pool Models Continued !� -� '' Page
C� 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 Hydro Zone Models - 47-t.--- L
Z support the walls of theexcavation at desired slopes. number and the evaluation report number(ESR-2014). Page 6 Spa Models OREGON'
a 4.Danger to adjacent structures posed by the proposed pool or spa The units also bear the label of the quality control agency,Columbia Page 7 Alternative Recirculation Systems t 24 �:at �> location. Research&Testing Corporation(AA-527).a 5.The existence of any cracks or openings in soil that would not \\\:::
4 44t-It
confine sand or Y2"cleangravel bedding. Findings: That the fiberglass one piece swimming pools and spas are _ of
Length,width and depth may vary up to 3%-all
m If any of the conditions above is encountered,excavation must cease in compliance with the above listed codes as noted in ESR-2014 subject dimensions are to outside edge of coping,measured y'i sG �
Z from parallel lines. ! ` J
a)
TABLE 1- POOLS 1
aF._ r r _...
v,
n POOL CODE SIZE DEPTHS GALLONS SQUARE PAGE POOL TABLE 3- SPAS
WIDTH x LENGTH SHALLOW,DEEP APPROX. FEET NUMBER TYPE
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'x 38' 3'-6"x 7' 18500 518 5 Type 0 Mystic Spillover MSW 10'x 11' 3'-4" 550 64 6 W
Bermuda AL 12'x 26' 3'-6",5'-6" 7000 226 5 Type 0 Placid BOS 8'-4"x 8'-4" 3' 475 45 6 I—
O
Cambridge LN 16'x 36' 3'-6",7' 18000 451 5 Type 0 Placid Spillover BOSSW 8'-4"x 9'-4" 3' 475 45 6 Z
Cancun CC 16'x 35' 3'-6",6'-6" 14000 397 4 Type 0 Regal RG 8'x 10' 3'-4" 600 52 6
Caribbean MR 16'x 40' 3'-6"-6'-6" 17000 468 4 Type 0 Regal Spillover RGSW 9'x 10' 3'-4" 600 52 6
Carmel FF 13'-8"x 30' 3'-6",6' 12000 345 5 Type 0 Royal RY 8'x 10' 3'-4" 600 63 6
Chesapeake CP 12'x 31' 3'-7",5' 10500 292 5 Type 0 Royal Spillover RYSW 8'-10"x 10' 3'-4" 600 63 6
Claremont V 14'x 33' 3'-7",5'-4" 11700 416 5 Type 0 Shasta LRS 7'x 7' 3' 420 31 6
Clearwater SP 10'41"x 20' N-5",5 3600 165 5 Type 0 Shasta Spillover LRSSW T x 8' 3' 420 31 6
Coronado BHBI 15',34' 3'-6",6'-6" 13000 410 5 Type 0 Superior CS 8'x 12'-5" 3' 700 73 6
Delray B 11'=10"x 25'-5" 4'-6" 8100 264 5 Type 0 Superior Spillover CSSW 9'x12`-5" 3' 700 73 6
Tahoe LOS 7'-6"x 7'-6" 3' 450 37 6
Empress FR12 12'x 26' 3'-6" 5'-8" 7600 275 5 Type 0
Fiji FA 15'x 34' 3' 6",6' 12000 375 4 Type 0 Tahoe Spillover LOSSW 7'-6"x 8'-6" 3' 450 37 6
Hermosa VFTL 5-1(r x 10'-7" 10" 200 50 6 •
Freeport FP 12'x 25'-1" 3'-7",5'-5" 6000 213 5 Type 0
Semicircle TSCT 8'-4"x 16' 10" 400 92 6 V
Gulf Coast GC 15'10"x 39'-7" 3'-S",7'-11" 19600 506 '' 4 Type I _
Gulf Shore GS 15'-7"x 34'-8" 3'-7",5'-10" 15000 423 4 Type 0 d-
-- . Island Breeze II BN 16'x40' 3'-6",8' 22000 585 4 Type I —; _ ° * _____ — __ _ —____ ,
Jamaica LD 9'-10"x 19'-9" 3'-2",5' 3750 138 5 Type 0 I_ O co
R M co ti
Key West ' BFF 12'x 25'-7 3'-7",6' 9000 230 5 Type 0' u— d So,
Kingston AP 16'x 38' 3'-6",5'-8" 17500 555 4 Type 0 _ U U) co m n I`
Laguna LG 14'x 30' 3'-6",6' 10000 310` 5 Type 0 (n W Oo �, Co -
Laguna Deluxe LGX 14'x 30' 4',6' 9000 300 4 Type 0 - O M M "'
TABLE 4- POOLS V "- ' X
Lake Shore CD 16'x 33' 3'-7",'5'-5" 15000 480 4 Type 0 , ca X x _
Malibu CRUD 12'x 26' 3'x 4'-7" 4400 209 5 Type 0 POOL CODE SIZE DEPTHS GALLONS SQUARE PAGE2 2 o ., M rn: 12 M
Maui MTK 9'-3"x 16' 3'-4",4' 2300 103, 5 Type 0 WIDTH x LENGTH SHALLOW,DEEP APPROX. FEET NUMBER LE. Lo
Mediterranean BP 15'-8"x 38' 3'-7",5'-11" 17000 512 4 Type 0 HZDXL WGDXL 8'-6"x 18' 3'-3",5' 2800 127 5 Cl. 0) Z ai 9'' g ti
Monaco AT - 16'x40 3'8',8' 21000 585 4 Type I ` HZE WGE 8'-6"x 18' S' 3600 127 5 2 o o M
Montego MT 14'x 35' 3'-7",5'-7" 12400 388 4 Type 0 i.. I \ Q a M `
Ocean Breeze' OB 16''x 40' 3'-6",5'-8" 18900 585 4 Type 0 : I.. 0 .„> Z = a� c
Oceania BHGI 16'x 42' 3',7' 19300 516 5 Type 0 1.. ..t O i L 2 L
Olympia FR16 16'x 35' 3'-6 6'-6" 15250 510 5 Type'0 n co a
Panama I BL 12'x(35'-39') 4'-6"/,4'-6" Varies Varies 4 Type 0 u•• m O '' . U -1
Panama II BL 12'x(35'-45') 4'-6",4'-6" Varies Varies 5 Type 0 i Reviewed by: I— co
-
Poseidon PS 16'x 40' 3'-6",7' 17500 538 4 Type 0 101Col40 a Research 8T Box 9
yp 10140 Starr Road,P.O.Box 933 E -FesJ �,,
Rockport RP 14'x 30' 3'-7",5'-11" 12800 314 4 Type 0 anode r,CA
a9s-0azo _ s
Santa Barbara RS 14'x 30' 3'-6",6'-6" 12500 326 4 Type 0 TABLE 2- POOLS CO W co 2 0
IAS and ICC/ES Approved Testing Laboratory
ABOVE GROUND INSTALLATION i U —3 N
Sea Breeze K 14'-8"-x 33-9 3'-5"
,8'-2" 16000 378 4 Type 0 CODES CODES Seal: '`
St.Lucia CM 12'-3"x 23'-11" 3'-6",5' 6000 211 5 Type 0 MP FP .Fi v
St.Thomas L 14'x 31'-6" 3'-7",7' 13700 396 4 Type 0 _. a- ..____.. ST /_ // CO
BFR _ 8P
Trinidad TND 16'x44' 3'-6",7' 19300 562 4Type 0 MTh CM n
Triton TN 14'x 30' 3'-7,5'-11" 13500 338 4 Type 0 DXL LBBST / g Jy / � f
t r,
m Tropicana MP 9'-6"x 14'-6" 4',4' 2500 115 5 Type 0 ;' .« �,', t
n Valencia ST 14'-4"x 27'-7" 3'-7",5'-10" 10000 288 4 Type 0 , ' 1�
.< Page
Venice TGEN 16',40'-2" 3'-10",8'-6" 16000 553 5 Type I7414r
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1; Length,width and depth may vary up to 3%-all
FIG. 1 dimensions are to outside edge of coping,measured
Or_ from parallel lines.
> TYPICAL CANTILEVER CONCRETE DECK
6"X6"-W1.4 X W1.4
N
3'MIN. WIRE MESH OR
s REBAR NO.3,ON 2'O.C.
EACH WAY.
0. 9,. F
> SLOPED 1/4"=1' i
} = li w
1 2" ••--- --� ��.o�• - }
i 1,4: I11iii
Z
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I1E1I1=1I
10" �t/�i I I I 1/4ALVANIZED FOR CLAY
�,�I (ADOBE)
CHAIN3"THICK COMPACTED SOIL ONLY. FIG.2
rs-�— SAND(TYPICAL)A,d 4"MIN.THICK COMPACTED CONCRETE DECK
r#4-.
- GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE
I l (ADOBE)SOIL ONLY. STONE DECK 6"X6"-W1.4 X W1.4
SAND OR 1/2"CLEAN GRAVELWIRE MESH OR
3 MIN. REBAR NO.3,ON 2'O.C.
FIBERGLASS EACH WAY.
6" -. POOL SHELL SLO'ED 1/4"=1' ''
I
-- 74703:11.41111741 6" 100
12° -_ 11
-1 1=1 I f
;n,",•,�::.. I- 11=III=11
��•••.eC— O 00
10" �'��� I 1/4"GALVANIZED (ADOBE)FOR Y C// N ti
CHAIN SOIL ONLY. �J Ce � 8 u?
�040 I I- 3"THICK COMPACTED
—I SAND(TYPICAL) 11J q u? '' r
t 4.4,111:: 4"MIN.THICK COMPACTED = (/) o o N CC?) cp
INA_I GRAVEL FOR CLAY S- M
► ° I: (ADOBE )SOIL ONLY. O w ' x ''cco m
SAND OR 1/2"CLEAN GRAVEL O % ao 2 2 0)
Q. E p 2 M cb M
FIG.3 6�� � FIBERGLASS L �,� �
POOL SHELL = 0 t° `';
rn Lo
TYPICAL BOND BEAM Cl. 0) Z c I n co
CONSTRUCTION
BRICK,FILLED BLOCK, 3
— a M-
M ao
MIN. \\ ,
OR POURED CONCRETE - 8"
O / a) >- —
BACKFILLED DIRT O <M c co E d 2 _c° a
I 41
��'/
`� 6"X6"-W1.4 X W1.4
WIRE MESH OR uj Reviewed by: 0 f;13 +c5 I- 0
MAXIMUM =
24" REBAR NO.3,ON 2'O.C. Columbia Research&Testing —
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q EACH WAY. FIG.4 10140 Starr Road,P.O.Box 933 CD J (a A
Windsor,CA 95492
\/ �/ TYPICAL ABOVE GROUND INSTALLATION Phone proved-0420 � w C� = Q
. a° ' �/�* IAS and ICC/ES Approved Testing Laboratory f6 G N
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„Si r ,
gitip:110, I I I I=11 II I I I II I II Ii + MAXIMUM �� ��t'��?', mmJ
��-�� _III 3"THICK COMPACTED 19 1/2" OPTIONAL C�� '' °4.4 ` 5-
1' O�4—III SAND(TYPICAL) / MOUND DIRT WOOD DECK ♦ IP . ...--------1<a\\:-i-'
CO �, I- / AROUND POOL __ / 11�$ ,
7<i-
$4 I G4"MIN.VTHICKOCOMPACTED \/\ APPROX.6" /.. -� Page
►p��i I— GRAVEL FOR CLAY � /_� ��‘-
4,4
. g
4'4 I I (ADOBE)SOIL ONLY. fp)— v ". ( ®RECON
w A��4 SAND OR 1/2"CLEAN GRAVEL � I I I 4`` sFpT 24 / - '
> FIBERGLASS 1.414 III- t"4M H H.*�P
a 6 POOL SHELL y �' ,s‘/i'
of 7
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TRINIDAD-TND 1 GULF COAST-GC OCEAN BREEZE-OB POSEIDON-PS Z
19,600 al.approx. Monaco-AT 18,900 gal.approx. 17,500 gal.approx.
19,300 gal.approx. g PP 21,000 Gal.Approx.
• Th-
40' 38' 35' 39'
1 _ : i()N• 33'-8"
iv o? VUI; �
14---1
1 r, H
I .
1 1 1 -3,_2"
3'_6"
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3-7"- `.° 3'-6"- 3'-5"
n •
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ISLA P B: ZE N MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K ACAPULCO-AC
22,01s gal.approx. 17,000 gal.approx. 14,000 gal.approx. 16,000 gal.approx. 16,700 gal.approx. C
N""
O -2 Ch N
CO
34'-8" 35' AVAILABLE TO 39' Cl)`+ I
115'•
40' l LJIi !
29 8 _ ` IN LENGTH '�"'� CC
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76 1
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a� o L foo ; �' �
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T \ 3-s"- GULF SHORES-GS MONTEGO-MT LACUNA DELUXE-LGX PANAMA I-BL c co co v
15,000 gal.approx. 12,400 gal.approx. 9,000 gal.approx. Gallons Vary 't o d• � co
CARIBBEAN-MR '1 0 a M N o
.Cc m-`- 17,000 gal.approx. _ Q M v o0
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1,.." 212 O \ } v
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v° 30' 31,_6„ 30' 30' < c E 0- t d Il
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�� � Columbia Research&Testing N co as i
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' 10140 Starr Road,P.O.Box 933 E ; J (�
r i Windsor,CA 95492 N . _ _c
•-
;:,--;
1 ( 7 � I Phone/ESprove Testi CO w c Q
m 3'-6"_ I - 11 Eo IAS and ICC/ES Approved Testing Laboratory r , - > N
Il / 3,_7' 1 3'-7"- n 3'-7"- I Seal: V
SANTA BARBARA-RS ST.THOMAS-L TRITON-TN ROCKPORT-RP U
12,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx. 12,800 gal.approx. 7/ .-— / CO
<�,f11Urt
34' 33' 27.7" 3s � _ / �'(
co
u_ 14) riNo.N. so 1 .
I rC:il 1
N.
Page
OREGON i
> L Ta io' 1 1 Ir'frrrr� P3,7"_ I � -tla
ili FIJI-FJI I LAKE SHORE-CD VALENCIA-ST KINGSTON-AP ta`' Y .
z 12,000 gal.approx. 15,000 gal.approx. 10,000 gal.approx. 17,500 Gal.Approx. /t<'S G / 4 Of
ii
r- r 1
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24
31' 25'-1" 26, '-10" 25'-5"
17: :::n 1 ---
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a I -111111111111111.11111111.11 L.1/4_____ _ _.--i T a
PI 1
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in 3,-7„ 3'-6" 3,_7"_ l I-
BERMUDA-AL BAJA-SFF DELRAY-B
CHESAPEAKE-CP FREEPORT-FP 7,000 gal.approx. KEY WEST-BFF 9,000 gal.approx. 8,100 gal.approx. Z
10500 gal.approx. 6,000 gal.approx. 9,000 gal.approx.
,,,„(
36' 30'
II
� �14'-6"�
l
rC:to
g! ix. _ _so 1 ITT" I k,,,,________1
> c,, —---- -omiest4
E am 3' 3, I 1 T )�.. .r ire 3,_2
E y �i 4-1 4'-74 I I )
v 'o 3'-6„ J V-i I JJ ' i t
.; ST. LUCIA-CM [ TROPICANA-MP �3'-6" CARMEL-FF JAMAICA-LD
m 3,750 gal.approx. •
° 6,000 gal.approx. MALIBU-CRUD 2,500 gal.approx. 12,000 gal.approx.
m` CAMBRIDGE-LN U
2 2 d 4,400 Gal.Approx. 18,000 gal.approx.
• m
t... m alC ..--.m E E 38',..,,- '1"
33' N—
-tt
30' 22' IL----- ____— 1
/ ) N co v. co 'c;-1
20' •
16' V 1 r flN
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in 3-5" ) LJ 3,�„J , I' - 3,_6„� ` 3'-6 g_7 O Q M ca
MAUI-MTK Aruba-ARU Barcelona-BAR CLAREMONT-V E o rn c' °' M
CLEARWATEro-SP LAGUNA-LG 2,300 gal.approx. 5,200 Gal.Approx. 18,500 gal.approx. 11,700 Gal.Approx. L = ° co Pr,
c .i
3,600 gal.approx.
10,000 gal.approx. 3'-5"- Cn z
w
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o (-J3
AVAILABLELTOH 45' 35' 18 O \ "}
IN LENGTH ig
/ r 26 1 Z -. o os
g j Co � _I ''' j V. ^O p � aaa �
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0` \\ / _ \�\\ Reviewed by: CZ J 3 N
- m in 1 Columbia Research&Testing E ,,, J C E
,� 3'-6 �� m m S-2"--I10140 Starr Road,P.O.Box 933 (6
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GENERAL NOTES STANDARD NOTES: O rn d' Ch N
1.USE 2'SCHEDULE 40 PIPE. LEGEND M O) N-
1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURERS RECOMMENDATIONS. }� I I` m c (.
2.DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE.
2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2010/2013 CALIFORNIA BUILDING CODE AND CBC SUPPLEMENT 3.CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS G T-JOINT
JULY 2015. MORE THAN 18'ABOVE WATER LINE. )— FIBER OPTIC LIGHT '^ DO
3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4.KEEP VALVES WITHIN A'OF THE PUMP AND/OR FILTER v J 00
4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME A112.19.8-2007 AND DRAIN COVERS MEET THE � SKIMMER K 3"MAIN DRAIN Cl)REQUIREMENTS OF ANSI/ASME A112.19.8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND ANSI/APSP-7 2013 STANDARD. VJ `� p v M M co
5.THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE.FOR METHODS AND ....X") RETURN �y 3-WAY VALVE L
MATERIALS OF CONSTRUCTION,REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON > v O N M N X ki
FILE WITH THE BUILDING DEPARTMENT. �� „.,..m PLUMBING M LL N U-
6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. O O a0 LL LL
7.THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES (COLOVER ` CI cz
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8.MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM }�� W �, Lr') P7
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MAY INCLUDE 1 ON THE BOTTOM AND ONE ON ' -
OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON �� I
(,� VENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS
Z WILL NOT BE BLOCKED BY DEBRIS, ire.
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I,ii INSECT INFESTATION,OR e. 1.'
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MICROBIOLOGICAL CONTAMINATIONDUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM Hs
TO BE INSTALLED IN ACCORD WITH 2010/2013 CALIFORNIA BUILDING CODE AND CBC SUPPLEMENT of 7
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