Plans (16) s T
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OFFICE COPY
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General Notes
v General immediately.The specified conditions at the site must then be reviewed to the following conditions. c
The swimming pools and spas consist of one-piece fiberglass and recommendations made by the RDP.The building official must 1.The construction and pool/spa installation comply with this report o m
construction shop-formed over a mold.The material is fiberglass approve the RDP's report before work is completed. and the manufacturer's instructions. 0 V c.) u)
o� 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 o b w .co Cl)
Lu 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. .jar cn -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 u,o 2 -a
> various styles of swimming pools and spas.When installed in inches(102mm).The backfill for the pool or spa bottom is a layer of recommendations. v 3 v o LL Q
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. al
ol 0 f v
�r-
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 !i co c O co i 4
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; 8 n'a ai c N
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,California; . m 3•5 2 E ,S ,,.. %
1997 Uniform Building Code(UBC) backfill operations then commence.The sand is compacted with a Viking Pools Southeast,40119 Country Road 54E,Zephyrhills,FL E v o h cn 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 L1.1 oc ._i 1 q§
2012/2015 International Plumbing Code®(IPC) water level are approximately the same throughout this procedure. by Columbia Research&Testing Corporation(AA-527). .0 a'3 1- 0 w c �.
2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) After completion of the backfill and plumbing,the decking is placed. 1 `"
- 2011 ANSI/APSP-ICC-5 Residential Inground Swimming Pools Decks are prepared as indicated in Figures 1 though 4: K OO ` '
2012/2015 International Swimming Pool and Spa Code 1.Cantilevered concrete decks are constructed as noted in Figure 1 - D-• 'e 0 12.4
(ISPSC-ICC) in all cases. I N
1999 ANSI/NSPI-3 Residential Spas 2.Cantilevered decks are constructed with brick or stone as noted �` ' )+. C :4; a)
2013 California Building Code and Supplement July 2015 Figure 2 in all cases. A GEOTECHNICAL \ T, U a
2013 California Plumbing Code and Supplement July 2015 3.Raised bond beams are constructed as noted in Figure 3 in all PORT IS REQUIRED
2013 California Mechanical Code and Supplement July 2015 cases. IEFE k t' Q R E �'�EQ(�TING
2013 California Electrical Code and Supplement July 2015 4.Aboveground installations are constructed as noted in Figure 4 in
Fire Sprinkler
RECEIVED
2013 California Fire Code and Supplement July 2015 all cases. P IN, C hl�N �" AP�F�d �
2013 California Energy Code and Supplement July 2015 Barriers are required where pools are on premises of UBC Group R, 'ire Alarm 1 8Q
2013 California Residential Code and Supplement July 2015 Division 3,Occupancies or IBC Group R Occupancies.The barriers must MAY 3 ?01tt _ •
2006 ANSI/APSP-7 comply with Appendix Chapter 4,Division 1,of the UBC or Section mechanical V
2013 ANSI/APSP/ICC-7 Suction Entrapment Avoidance 3109.4 of the IBC numbing C t
p CITY � e
2011 ANSI/APSP-16 Standard Suction Fittings for or use in lectrical BUILDING DIVISION
Swimming Pools,Wading Pools,Spas Expansive soils: Crass Engineering ._,_
2007 ANSI/ASME-A112.19.8 For installation of pools or spas in expansive soils,the following co
2011/2014 National Electric Code(NEC) additional installation details must be followed subject to code official's .ihop Drawings .,_. V�/) N o d. m N
2009/2012 Uniform Swimming Pool,Spa,and Hot tub Code approval: Other v.}Jr Ni. 21--
.
(IAPMO) 0
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The overall pool dimensions,depths and capacities are shown in 1. All surfaces adjacent to the pool or spas must be excavated to a ,n v 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 o 0 0
Section AG103.1 of the IRC,and IAPMO IGC-2000*,specified in the and minimum 6 inches(152 mm)behind the pool walls. REVIEWED �� � �r W d
UPC. 2.Any soft or loose soils exposed by step 1 must be removed until J�.�r. ' FTODE COMPLIANCE Q N M X X X
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 Q co LL 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 Approved: [ 0 00 d' 2 i'-atem . rn
co
placed with or without concrete or wood decking.Unless elevated scarified and compacted with mechanical equipment.The OTC L 3 la-
= o (0 r`'.9 M n
portions of the units are protected from sunlight by soil berms,decking, compacted surfaces and the excavated wall surfaces must be `,. n CMz a0 v cP s, ch
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 ri �-Doi - Ob 1 li• c „� c co G I• r`
that is compatible with the laminate. placed against the surface.The term compaction implies any r 7 O'�i `r'
All plumbing must comply with the IPC or UPC.Electrical work must method necessary to consolidate the native and fill materials to Address: ` 145V-1 6\N Ftrr\ 5 MIM ,� a d M N 0 -
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#i 0 r Z c ui ii c
following statement,must be attached to the pumping equipment: with granular import material to approximately 6 inches(152 mm) . �/ Date: II^_ 1Q 0 E E o o =
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. • } - tfJ 11 W l 7_ c a a a o
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 co
below the skimmer.When appreciable draw-down is noticed or if it pool or spa and outside the pool walls with compacted clean sand.
o CD U
co-
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 J
dealers for instructions. to a level equivalent to that of the backfill.The backfill must be � Reviewed by. E ,,, N C EA ermanent label must be installed ad'acent to the above sin placed in corn acted la ers of a roximatel 6 inches 152 mmL110,11,111111mr..--
� Columbia Research&Testing lE
J co (E6 L
indicating the Viking Pools dealer's name,address and telephone while a uniform height of backfill is maintained around the pool or 10140 Starr Road,P.O.Box 933 N V
Windsor,CA 95492 CD I i_I C '� '� r1
number. spa. VIKING POOLS Phone 707-495-0420 0 2 > IN
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 F1BERGLAS5
Viking pools and spas may be Installed without a soil investigation by expansive soils.Surface area drains and surface drainage swales
eal: - U
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 7/17---?/' ,/ CO
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 -J
the site: prevent excessive shrink-swell or volume changes in the soil. Expansive Soils ,c;:),. I1� Q�`
> 1.The existence of uncontrollable groundwater within the depth of Page 2 Tables 1-4
Ill the pool or spa excavation. Identification: Page 3 Figures 1-4 '
h. 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 ModelsPage
the pool or spa. imprinted on the top step of the pool or spa:manufacturer's name(Viking Page 5 Pool Models Continued A
i3.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 _ � L -.!/%
th Hydro Zone Models
z support the walls of theexcavation at desired slopes. number and the evaluation report number(ESR-2014). OREGON
Page 6 Spa Models
Lu a.W4.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 SFp L.$t n�
> location. Research&Testing Corporation(AA-527). 4- r 24
a 5.The existence of any cracks or openings in soil that would not -4 ` Q:,
/Fins ii:vas .
I
6f confine sand or X"clean gravel bedding. Findings: That the fiberglass one piece swimming pools and spas are Length,width and depth may vary up to 3%-all
E If any of the conditions above is encountered,excavation must cease in compliance with the above listed codes as noted in ESR-2014 subject +"" / 7
Z dimensions are to outside edge of coping,measured �X 'J i ` ,^ /�S S of I
m ``
from parallel lines. V
.41
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IN
a
TABLE 1- POOLS r •
N.7.
POOL CODE SIZE DEPTHS WIDTH x LENGTH SHALLOW,DEEP APPROX.S FEET NUMBER
N MBER TYPEPAGE L TABLE 3- SPAS
N Acapulco AC 16'x 39' 3'-6",6' 16700 500 4 Type 0 SPAS CODE SIZE DEPTHS GALLONS SQUARE PAGE
cl-
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 ll' 3'-4" 550 64 6 LLU
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"
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 ZO
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'-11"x20' 3'-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'x 12'-5" 3' 700 73 6
Empress FR12 12'x 26' 3'-6",5-8" 7600 275 5 Type 0 Tahoe LOS 7'-6"x 7'-6" 3' 450 37 6
Tahoe Spillover LOSSW 7'=6"x 8'-6" 3' 450 37 6
Fiji Fll 15'x 34' ' : 5-6'',6' 12000 375 4 Type 0
Hermosa VFTL 6'-10"x 10'-7" 10" 200 50 6 •
Freeport FP 12'x 25-1" 3' 7" 5' S" 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'-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
_ _ .'._ __
d'
--Ilk Island Breeze II BN , 16)x40' 3'-6",8'' 22000 585 4 Type I
-zr
Jamaica LD 9'-10"x 19'-9" 3'-2",5' 3750 138 5 Type 0 V♦ N rn 2 N
Key West BFF 12'x 25'-7,, 3'-7",6' 9000 230 5 Type 0 .� t r- M
Kingston AP 16'x 38' 3'-6",5'-8" 17500 555 4 Type 0 _ V (f) c co N..Laguna LG 14'x30' 3'-6",6' 10000 310 5 Type 0W o M N 7
v
Laguna Deluxe LGX 14'x30' 4',6' 9000 300 4Type 0 TABLE 4- POOLS -0L- °°
Lake Shore CD 16'x 33' 3'-7",5'-5" 15000 480 4 Type 0 O M ti x x
LL
Malibu CRUD 12'x 26' 3'x 4'-7" 4400 209 5 Type 0 POOL CODE SIZE DEPTHS GALLONS SQUARE PAGE 0 co LL 11
a, M
L.L a
Maui MTK 9'-3"x 16' 3'-4",4' 2300 : 103 5 Type 0 WIDTH x LENGTH SHALLOW,DEEP APPROX. FEET NUMBER L = 0 rn c- ti
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 a. cm z v g °' of
c� o0
Monaco AT 16'x 40' 3'-8",8' 21000 585 4 Type I " C o 7) 1
HZE WGE 8 6 x 18 5 3600 127 5
Montego MT 14'x 35' 3'-7",5'-7" 12400 388 4 Type 0 i.. ... ,5- Q - M ao
Ocean Breeze OB 16'x40' 3'-6",5'-8" 18900 585 4 Type 0 .. .. 1 0 > Z e ,, "(Li
Oceania BHGI 16'x 42' 3',7' 19300 516 5 Type 0 0 - o 2
Olympia FR16 16'x 35' 3'-6",6'-6" 15250 510 5 Type 0 ^ ac- a J
Panama I BL 12'x(35'-39') 4'-6",4'-6" Varies Varies 4 Type 0 {••L, CO X Q LL.
Panama II; 81 12'x(35'-45') 4'-6" 4'-6" Varies Varies 5 Type 0 7- Reviewed by: Q (6 3 -I— U N
Poseidon PS 16'x 40' 3'-6",7' 17500 538 4 Type 0 Columbia Research&Testing J C i
Yp 10140 Starr Road,P.O.Box 933 E .
Rockport RP 14'x 30'` 3'-7 5'-11" 12800 314 4 Type 0 Windsor,CA 95492 >,
pYP TABLE 2- POOLS Phone 7074950420 CO W ccca •- •- N
Santa Barbara RS 14'x 30' 3'-6",6'-6" 12500 326 4 Type 0 IAS and ICC/ES Approved Testing Laboratory
„ , , 5-5",
„- ,. „ ABOVE GROUND INSTALLATION
Sea Breeze K 14-8 x 33-9' 3-5 ,8-2 16000 378 4 Type 0 7 0 N
CODES CODES Seal:
St.Lucia CM 12'-3"x 23'-11" 3'-6",5' 6000 211 5 Type 0 MP __ FP ■.J
St.Thomas L 14'x 3V-6" 3'-7",7' 13700 396 4 Type 0 --_.. a- __.----.--__ ST ___— �/2,7-BFF _._ 3P
__ J
Trinidad TND 16'x44' 3'-6",T 19300 562 4 Type 0 � MTK CM —t-��
Triton TN 14'x 30' 3'-7,5'-11" 13500 338 4 Type 0 '-L__. LBBBT �fl���C.
B LD --.� V{
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'm Tropicana MP 9'-6"x 14'-6" 4',4' 2500 115 5 Type 0 I I. ` ��\C-..-,
f,
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Valencia ST 14'-4"x 27'-7" 3'-7",5'-10" 10000 288 4 Type 0 • /' Page
Venice TGEN 16',40'-2" 3'-10",8'-6" 16000 553 5 Type I
-
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; jr Length,width and depth may vary up to 3%-all
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aFIG. 1 dimensions are to outside edge of coping,measured
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5 TYPICAL CANTILEVER CONCRETE DECK from parallel lines.
N.
6"X6"-W1.4 X W1.4
WIRE MESH OR
v 3'MIN. REBAR NO.3,ON 2'O.C.
a 9,, or WAY.
> SLOPED 1/4"=1' j
IllirliiiiimillimillIlirmimmillI 6" W
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10 ��'�I�I- I 1/4"GALVANIZED FOR CLAY
"41II- CHAIN (ADOBE)
3"THICK COMPACTED SOIL ONLY. FIG.2
'‘v
�4 SAND(TYPICAL)
-- 4 CONCRETE DECK
p;�- 4"MIN.THICK COMPACTED
03 I►�;:�= GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE
,�4 l (ADOBE)SOIL ONLY. STONE DECK 6"X6"-W1.4 X W1.4
SAND OR 1/2"CLEAN GRAVEL WIRE MESH OR
3'MIN. REBAR NO.3,ON 2'O.C.
— FIBERGLASS EACH WAY.
6" POOL SHELL SLO'ED 1/4"=1' •'.
A
1 2" A.;.!.tt•!•�._. I{� } 1 0
1 er I W-I I H-I _I _ d
•t•••t•t.�— —I — o co
r-�- r FOR CLAY
10" 44.11' CHA N1/4" ALVANIZED SAOIL ONLY. ��DOBE) CO N rn '1-
�;�I I I= 3"THICK COMPACTED 0 co
W_I SAND(TYPICAL) Cfl ~
t (y I I I= 4"MIN.THICK COMPACTED = V) W o o N o cp
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��!=I GRAVEL FOR CLAY i co d. v
VV. I: (ADOBE)SOIL ONLY. . O cu M X 'txo
SAND OR 1/2"CLEAN GRAVEL O 0
` (6 m
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FIG.3 6" f FIBERGLASS L CL,. E o rn M . v
POOL SHELL ^ = o co rn it
TYPICAL BOND BEAM fl 0) z °=- d T L9 A
CONSTRUCTION C '' 1") I"
_
BRICK,FILLED BLOCK, 3'MIN. .. fl.. a M v c ao
OR POURED CONCRETE - $" O > Q) > ai S
BACKFILLED DIRT O z c 4 .
MAXIMUM / WIRE MESH OR Reviewed by: 0 to3 N
24" REBAR NO.3,ON 2'O.C. Columbia Research&Testing N 1E
q EACH WAY. FIG.4 10140 Starr Road,P.O.Box 933 E .- ,--I co c .L
d " \4 TYPICAL ABOVE GROUND INSTALLATION Windsor,
oned CA
ages 0420 c � _
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TRINIDAD-TND GULF COAST-GC Monaco-AT OCEAN BREEZE-OB POSEIDON-PS Z
19,300 gal.approx. 19,600 gal.approx. 21,000 Gal.Approx. 18,900 gal.approx. 17,500 gal.approx.
• '0' 38' 35' 39'
),,,,,?. r - / -- - —---- 33.8..
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ISLA10 B: ZE N MEDITERRANEAN-BP CANCUN-CC ) l
22,0r r gal.approx. 17,000 gal.approx. 14,000 gal.approx. SEA BREEZE-K ACAPULCO-AC
16,000 gal.approx. 16,700 gal.approx.
N-
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34'-8"
-
34'8"
35' CV rn M
AVAfLABLE TO 39' r � � M
40' — 2y,8„ IN LENGTH '�� IY '1" am u? S3
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Prr---- - rI-
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15 coc'E 27 09
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E v 7.____\ �r n 3'_7 - 3.7„ — j I z d °� cha o3'-6" GULF SHORES-GS MONT9 GOp MT LAGUNA oODELUXE
ga approx.-LGX PANAMA l-BL I••L� C o 1 N-
E o N 15,000 gal.approx. 12,400 al.approx.CARIBBEAN-MR Vary M
s 0_ 17,000 gal.approx. - 0 p M CV 30 31_6" 30'il riir-
8ITII
co a ra. a d
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Reviewed bil_111 .1 F.
Cola Research 10140 Starr Road,P.O.Box 933 J (ts (ri >,
r ) ) Windsor,CA 95492 a) -a —_
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Phone 707-495-0420 CO
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/ 3'_7^ 3'-7"- n 3'-7"- Seal: U N
SANTA BARBARA-RS ROCKPORT-RP .}� U
12,500 gal.approx. ST.THOMAS-L TRITON-TN 12,800 gal.approx. 2/2/1
13,700 gal.approx. 13,500 gal.approx. /� CO
38, "f I Il1j�r(:
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2 31' 25'-1" 26, 24'-10" 25'-5"
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3'-'7"i l `� ;n 3 6- 31.,E= i-: 11
,7 j 1 F-
3'-7" O
FREEPORT-FP — BERMUDA-AL KEY WEST-BFF BAJA-SFF DELRAY-B Z
CHESAPEAKE-CP 7,000 gal.approx. 9,000 gal.approx. 8,100 gal.approx.
10,500 gal.approx. 6,000 gal.approx. 9,000 gal.approx.
Ill 36' 30'
to' y 23'-11" 26 ----- r_ 7:::::])19,_9„
a _, ja)
i4 n
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,V51 roc! ,li
> & ..,00,.....ks.
I nT" ____----___ ,4
-3'-6"
E m i 4,_1„ [3' 3 i co 3,_2
L 1`
y in 4'-74" 1
0 3-6"- j 1 3'6" JAMAICA-LD
N ST. LUCIA-CM TROPICANA-MP CARMEL-FF 3,750 gal.approx. •
m m 6,000 gal.approx. MALIBU-CRUD 2,500 gal.approx. 12,000 gal.approx.
CAMBRIDGE-LN V
• o 4,400 Gal.Approx. 18,000 gal.approx.
f m aC �1
a° E 38' d
E
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33' d
30' 22' ( ) N co -
20'— c, cI
,- ... 01-- rC:h c-
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/' l 1 3'�" in 3.7�- O M �- m 2
1 3,4„ lir1 3'_6„_ O
CLEARWATER-SP � F -1 l J MAUI-MTK Aruba-ARU Barcelona-BAR CLAREMONT-V a. E E I c' 2
3,600 gal.approx.
LAGUNA-LG 2,300 gal.approx. 5,200 Gal.Approx. 18,500 gal.approx. 11,700 Gal.Approx. L - m 2 M
10,000 gal.approx. 3'-5"- z rn
o
AVAILABLE TO 45' 35, 18 .. 0 } M 2 o0
IN LENGTH ,, I 26' O
j /y� 7- ��� ELM ^ d t d
N � } 11111 1. m Q2 aQJ
l N\\ / ` \\\\ / I Reviewed by: 0 J i
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- u� I Columbia Research&Testing C E
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1 3 - �6 6" 3'-� r g° M 3'-2” 10140 Starr Road,P.O.Box 933 E ; J as (I L
U .— Windsor,CA 95492 Q) -(3 = .c
PANAMA II-BL —1 oi
o a POOL-HZDXS Phone 707-495-0420 CU Ili c .- .- 0_
Gallons Vary EMPRESS-FR12 .o 2,800 gal.approx. AS and ICC/ES Approved Testing Laboratory 2 a)
OLYMPIA-FR16 C) N
15,250 gal.approx. 7,600 gal.approx. m / Seal: U
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0_ E r 3 Irl 1 r, 7 J 3'-6'r' 6 6., I t \ <d l�I _ �
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3,600 gal.approx. y'v�'ir S l r Sof`-. 5 Of 7
Oceania-BHGIpp Venice-TGEN Coronado-BHBI
N
z0 v o 19,300 Gal.Approx. 13,000 Gal.Approx.
V w 16,000 gal.approx. pp
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I�a. 10' 7.�,. 12'-5„
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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 /}/ ��+ rn 9 2
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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 (rlllllll3 SPILLOVER a_ E O ' ILLL. O1 M
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