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. (" General Notes
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I
General reviewed and recommendations made by the RDP.The building official Section 421.6 of the BNBC.
The swimming pools and spas consist of one-piece fiberglass must approve the RDP's report before work is completed. 4.Barriers:Barriers for private swimming pools must comply with
construction shop-formed over a mold.The material is fiberglass The pool or spa excavation profile must coincide with the contours of requirements in Section 42 1.10 of the BNBC.
reinforced plastic(FRP),a mh iimum of 1/4 inch(6.4 mm)thick, the pool.The over excavation is rninimum 6 inches(I 52mm)on the 5.Diving Boards:Diving board distances and water depths must
composed of isophtalic resin,vinyl ester resin,and fiberglass.The sides and ends.The over excavation at the pool bottom is minimum 4 comply with Section 421.11 of the BNBC.
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n_ surface finish is a neo pentyl(Ilycol gel coat.Viking Pools produces inches(I 02mm).The backfill for the pool or spa bottom is a layer of
> various styles of swimming pc ols and spas.When installed in 3-Inch-thick(76mm)bedding sand matching the pool or spa profile. Identification: <
accordance to Viking Pools in tallation procedures,the pools and spas This sand layer is compacted using a manual tamper and water.The Viking pools and spas are identified by the following information
comply with applicable requirements of the following codes: pool or spa is then set into place using a crane,excavator or manually Imprinted on the top step of the pool or spa:manufacturers name(Viking CU
2009/2012 International Building Code@(IBC) and be within 1 inch(25mm)of level.Simultaneous waterfill and sand Pools)and address,pool or spa model designation,a coded serial a)
2009/2012 International Residential Code(IRC) backfill operations then commence.The sand is compacted with a number and the evaluation report number(ESR-2014). E
1997 Uniform Building Code(UBC) tamper and water.The installer must ensure that the backfill level and The units also bear the label of the quality control agency,Columbia co
BOCA@ National Buildirg Code/2003(BNBC) water level are approximately the same throughout this procedure. Research&Testing Corporation(AA-527). z
200912012 International Plumbing Code@([PC) After completion of the backfill and plumbing,the decking is placed.
2006 IAPMO Uniform Plirribing Code(IAPMO UPC) Decks are prepared as indicated in Figures 1 though 4: Findings: That the fiberglass one piece swimming pools and spas are
2003 ANSI/NSPI-5 Rest Jential Inground Swimming Pools 1.Cantilevered concrete decks are constructed as noted In Figure I in compliance with the above listed codes as noted in ESR-2014 subject 2" 0
1999 ANSIINSPI-3 Spa in all cases. to the following conditions.
2010 Florida Building C)de 2.Cantilevered decks are constructed with brick or stone as noted 1.The construction and pool/spa installation comply with this report
2010 Florida Plumbing Gode Figure 2 in all cases. and the manufacturer's Instructions.
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2010 Florida Fuel/Gas Code 3.Raised bond beams are constructed as noted in Figure 3 in all 2.Electrical and plumbing installation comply with the respective C)
2010 Florida Mechanical Code cases. codes in effect at the construction site.
2010 Florida Residentia Code 4.Aboveground installations are constructed as noted in Figure 4 in 3.That all pools are installed in accordance with manufacturer's
2007 Florida Building Ccde with 2009 Supplement all cases. recommendations.
2007 Florida Plumbing Code with 2009 Supplement Barriers are required where pools are on premises of UBC Group R, 4.The pools and spas produced by Viking Pools Northeast,Inc.
2007 Florida Fuel/Gas Code with 2009 Supplement Division 3,Occupancies or IBC Group R Occupancies.The barriers must 176 Viking Drive Industrial Park,Jane Lew,West Virginia;Viking
2007 Florida Mechanica Code with 2009 Supplement comply with Appendix Chapter 4,Division 1,of the UBC or Section Pools Central,Inc.,10600 West Interstate 20 East,Midland,Texas;
2007 Florida Residential Code with 2009 Supplement 3109.4 of the IBC and Viking Pools,Inc.,121 Crawford Road,Williams,Califomia;
2006 ANSI/APSP-7 Viking Pools Southeast,40119 Country Road 54E,Zephyrhills,FL
2007 ANSI/ASME-Al 12.19.8 Expansive soils: are manufactured under a quality control program with inspections
2008 National Electric C)de(NEC) For installation of pools or spas in expansive soils,the following by Columbia Research&Tesflng Corporation(AA-527).
98-76 Building Administi ative Code additional installation details must be followed subject to code official's 0 00
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2006 Uniform Swimminc Pool,Spa,and Hot tub Code(IAPMO) approval: M
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The overall pool dimensic, s,depths and capacities are shown in 4 0) LO M
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Table I and Table 4.The unit 3 comply with ANSUNSPI-5,specified in 1. All surfaces adjacent to the pool or spas must be excavated to a Co to I
Section AG 103.1 of the IRC,i ind IAPMO IGC-2000*,specified in the minimum depth of 12 inches(305 mm)beneath the pool bottom - Ln
UPC. and minimum 6 inches(152 mm)behind the pool walls. =3 W W� 8 R
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Models described in Table 2,Table 3,and Table 4 can be placed up 2.Any soft or loose soils exposed by step I must be removed until -i
a) C? X
to 19-1 i2 inches(49.5mm)above ground.These pools and spas may be exposed material is solid.If the soil is still soft and loose,the upper c) M
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placed with or without concre or wood decking.Unless elevated 6 inches(152 mm)of all horizontal excavation surfaces must be LL u_
,ted from sunlight by soil berms,decking, M -
portions of the units are protet scarified and compacted with mechanical equipment.The E
etc.,these portions must be Oated with a UV-inhibiting opaque paint compacted surfaces and the excavated wall surfaces must be =3 0 Cn
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that is compatible with the Ian inate. maintained in a moist condition until the first lift of backfill or fill is CY) C0
45 00 M CD
All plumbing Must Comply Nith the WC or UPC.Electrical work must placed against the surface.The term compaction implies any C 4� C: 00 co tl- r-
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comply with the code in effect at the construction site.The pool and spa method necessary to consolidate the native and fill materials to se (L CO 00
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must remain full of water at all times.A permanent sign,bearing the keep the pool or structure from settling. Reviewed by: CL "t to
following statement,must be Attached to the pumping equipment: 3.The excavated bottom area of the pool or spa must be backfilled 0 ZD -
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Notice-The pool or spa is c esigned to remain full of water at all limes, with granular import material to approximately 6 inches(152 mm) Donald R.Poindexter,PE C) 0 C a 0
0 0 r-
below the bottom of the pool or spa,wetted and compacted. Florida Lic.No.64901
The pool shell may be damag 3d if the water level is allowed to drop E_ a-
below the skimmer.When apf ireciable draw-down is noticed or if it 4.The remaining 6 inches(152 mm)must be backfilled beneath the 2835 Bowen St.Graton,CA 95444 co
becomes necessary to drain tne pool or spa,contact Viking Pools or its pool or spa and outside the pool walls with compacted clean sand. 0 X < -UJ
Phone Fax 707-494-8761
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dealers for instructions. The pool or spa must be filled with water as backfilling progresses
A permanent label must be installed adjacent to the above sign to a level equivalent to that of the backfill.The backfill must be
Seat:
indicating the Viking Pools dei der's name,address and telephone placed in compacted layers of approximately 6 inches(152 mm) E
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number. while a uniform height of backfill is maintained around the pool or
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spa. V1 KIN G' PUILAS co CU
Installation Procedure: 5.Positive surface drainage away from the perimeter of the pool and S P
rHE ST NDAR-D ol' Fill N
surrounding deck is required and critical to installations in highly
Viking pools and spas may be installed without a soil investigation by
a registered design professior al(RDP),subject to the building official's expansive soils.Surface area drains and surface drainage swales E Al 19
%
approval,provided none of the following conditions are encountered at or subdrains must be placed as needed to prevent ponding or "I
the she: saturation of the soil around the perimeter and vicinity of the pool to Table of Contents 0. 901 V
1.The existence of uncont-ollable groundwater within the depth of prevent excessive shrink-swell or volume changes in the soil. Page 1 General Notes
the pool or spa excavation Expansiw Soils
2.The existence of an unc Dmpacted fill in contact with any portion of BOCA®R National Building Code/2003(BNBC): Pao 2, -Tables'!:�_
Z
the pool or spa. Viking pools and spas may be used as public swimming pools or Page 3 Figures 1-4
3.The existence of any so I types with an angle of repose that will not private swimming pools,in connection with Group R-3 Occupancies only. Poo STAX E OF
Page 4 A:', 4 Models
0
7� support the walls of theewavation at desired slopes. In addition to other requirements in this report,swimming pools used Paae
Page 5 Pool Models Continued OR
17 4.Danger to adjacent struttures posed by the proposed pool or spa under the BNBC must satisfy the following items: -Hdro
0 --y � Zone,Models ......
z location. 1.Locafion:Swimming pool and spa walls shall maintain distances
Page 6 Spa Models /Z
W ON A%-
a- The existence of any cr,,cks or openings in soil that would not from property lines required in Section 421.4 of the BNBC. T-a- (dulatiott
confine sand bedding. 2.Construction:Requirements in Section 421.5 of the BNBC, o T,�, Afte�mati*Reci �Systiii5
a_
_J If any of the conditions abc ve is encountered,excavation must cease concerning slopes,cleaning dovices,walkways,steps and ladders,
b3 immediately.The specified co iditions at the site must then be must be observed. Length,width and depth may vary up to 3%-all
E 3.Water Supply:The water supply and drainage must comply with of 7
M dimensions are to outside edge of coping,measured
z from parallel lines.
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> TABLE 1- POOLS TABLE3- SPAS
GALLONS Page
Z: POOL COIIEIIIZI DEPTIHIS ALLONS PAGE POOL SPA CODE SIZE DEPTHS
C� APPROX. Number
APPROX. NUMBER TYPE
Aciiaulco' k 6%44" 776, Q'=1Q :X-4- 6-50 5
15,700 ype,, WyOd;� ":,- "
> Aruba ARW 111',22' 31-61,51 5,2GO 51Type 0 Mystic Spillover MSW 10'X 11' 3;-4" 550 6 U)
- -'---71� -
�-j- -M�-�tjc poph� ,�F 6
'Ty_ 0 7.
2, '-5 pe LLJ
L6E�Tli S ' -T07-X I-T �2�,
Bahamas MF: 18'-9",14'-3" 4' 1,700 5 Type 0 Placid BOS 8'-4"x 64" 3' 475 6 F-
0
'606 r-:- BQSSW, IT
SIFF IZ,25', '91 Z
pe'o,
Barcelona BAR 16',39' 3'-6",7- 18,500 5 Type 0 Placid Spash BOSSP 8'-4"x 9'-4" 11-61, 270 6
Regal
600 6
Bermuda AL 12',26' 3�-6%5'.6" 7,0001 5IType 0 Regal Spillover RGSW 9'x 10' 3'4' 600 6 1
I ge 5 Type 0 R6gafSFO�h (35P 77��� V-7" 470 '6
Carri:I)rid LN, li�'k'
Cancun CCI 116',35' 3'-6",6,6" 14,0001 4 Type 0 Royal RY B'x 10' 3'-4" 600 6
4V�Aq- 600
Carl 3' V0 =17,OW �4 RY �x
ibb 6' _ MR � iE�,40, -V Type 0 F�Qyal$0111;W ,SW"- -6-
Carmel FF 13'-8%30' T-6",6' 12,0001 5 Type 0 Royal Spash R PTS P 8'-10"x 10' 11-61, 330 6
C? 1Z R
type'o Shasta- LR5_ 7 Tx r 420 6
Claremont V 14%33� T-T',5-4- 11,700 5 Type 0 Shasta Spillover LRSSW Tx 8' 3- 420 6 1
L 9SP 1 7-7
a'600 SlTyp-e�o -�hista$04�h 7'x V
dea I rw4ter- i R, 100
r'��
Delray B IV-10",25'-5" 4'-6" 8,100 SIType 0 Superior CS 9 x 12'-5"- 3' 700 6 b
'700 6
Fiji 12,000 4 jy�t� $uPqrib($pillo�er, .Q,5SVV
Freeport FP 112',25'-1" 13'-7",5'-S" 6'0G0 5 Type 0 Superior Spash CSSP 9 x 121-5" T-611 430 6
7 ', , i, ,,i -,,' - ! I - - 450
Gulf GC 15 40 ,39-7- T-5'i,7'..1.1"i D,600 4 Type-1 Tahoe - , �LOS T-V-X 7Y-0� : -1��,--1 5
Gulf Shores GS 15'-7",34'-8" 3'-7",V-10" 15,000 4 Type 0 Tahoe Spillover LOSSW 7'-6'x 8'-6" 3' 450 6
'W14-n 16',-40' � i-.-,8' ??,dWj 4 Ty oe-,qpq�h [���§s -FT:67-77T� 220
pe Ifah
Jamaica LD Y-10",]Y-9" 3'-2%5' 3,750 5 Type 0, CD co
Kqy,Wes,t , �4' 3'-7"1 61 9,WO co
BFH .12',,4� 4 Type,Q Mm
TABLE 4- POOLS 4-1 1 2 c')
Laguna LG 1 114',W 3'-6",6' 10,0001 5 Type 0 9 CP 00
00 r-
W�fta:' Wx'e- Ld) 14 JV 4�1*0 9,000 4 Type.0 POOL CODE SIZE DEPTHS GALLONS PAGE POOL -
W
Lake Shore CD 16',33' T-7%T-5" 15,000 4 Type 0 APPROX. NUMBER TYPE
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i;�-�Mt- 3'--4F'4, 5 'YojM - :�' S
77-X18"" T- , 0 C? X
Mediterranean BP 15'-8',38' 3'-7",5'-11' 17,000 4 Type 0
HZB HZB 8'-6"x 18' 6-6", 6 4300 4 Type 0 ce) LL co M
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14' 2,200 5 Type 74� --4-L 7�� Lo C) (M
4 1*
MT i�' ", - --�i 12, _5 _ypeQj
ML, 8'-5",15'-lU'
Oahu T�77- 7 E
0]6 5% 6
�'76',5'84 !BkO z,-IA Typid HZD HZD 8-6"x 18 -6 3 850 4 Type 0 C;) Z 4 L9 C;
Ocean.Breeze il�
Panama BL IV-10",35'/45- 4'-6" Varies 4 Type 0 fiz-5-0- HZDXL 31411 5 3(=`:- 14 T�pp Q c) Co
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HZE HZE 8'-6"x 18' 51 3600 4 Type 0 Ln
-6�,7' A AW -0
06-seldon PS 115�,40 31 0 �2
BPI) 15'-8",39� V-7%8- 20,
Rio 000 4 Type I -TOT 18' �4 T�pe 0
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4 Ipe 0-, HZG 8-6"X 9 4'-6 1200 4 Type 0
Santa Barbara 114',30' -6",6'-6" 12,500 5 Type 0 HZH C) 0 C
90 �,I 148W - - I > 0 2 6
RS 3' H,6-11 f3�6`X 9j, V.� 1350 ype 0 Donald R.Poindexter,PE 0 0
V� wo 77777�TY7��o Florida Lic.No.64901 r E
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Sea Breeze K 14'-8",33'-9" 3'-5",8'-Z' 16,OGO 4 Type 0 2835 Bowen St.Graton,CA 95444 .0 -C
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St.Thomas L 14',3V-6" 3-7",7- 13,7 4 Type 0. =
fi:� 11- -, -- ,- I. 9� - - - - Seal: 13) C: E
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Trinidad TN 1) 16',44" 3'-6",7' 19,300 4 y E > 0)
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,7",5'-10" 10,000 4 y PO/Afo N
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TABLE 2- POOLS .64
ABOVE GROUND INSTALLATION
CODES CODES <
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�2 Length,width and depth may vary up to 3%-all
00 FIG. I dimensions are to outside edge of coping,measured
from parallel lines.
TYPICAL CANTILEVER CONCRETE DECK
> O`X6'-W1.4 X W1.4
WIRE:MESH OR
3' MIN. REBAR NO.3,ON 2'0.C�
EACH'NAY.
SLOPED 1/4'=1'
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6" W
12" 10 F_
0
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1/4"GALVANIZED
FOR CLAY
F
CHAIN
(ADOBE)
3"THICK COMPACTED SOIL ONLY. FIG.2
SAND(TYPICAL)
CONCRETE DECK
4"MIN.THICK COMPACTED
GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE
6"X6"-WIA X WIA
(ADOBE)SOIL ONLY. STONE DECK
SAND WIRE MESH OR
3'MIN.
FIBERGLASS REBAR NO.3,ON 2'O.C.
EACH WAY.
---1 6" POOL SHELL SLOPED 114"=1'
T--
101,
12"
77-
FOR CLAY co
1/4'GALVANIZED (ADOBE) C'j
CHAIN SOIL ONLY. 4-a 4 M
"A I co r2o
n' 3"THICK COMPACTED
U)
SAND(TYPICAL) c)
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4"MIN.THICK COMPACTED (n
X, GRAVEL FOR CLAY co
cy)
(ADOBE)SOIL ONLY.
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SAND co "j. LL_ lJ_ 0)
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6" FIBERGLASS M M —
POOL SHELL (o M M r-_
TYPICAL BOND BEAM 0) Z S4 I? A
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3'MIN. CL
BRICK,FILLED BLOCK,
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OR POURED CONCRETE 8"
ry Z c:
0
BACKFILLED DIRT Donald R.Poindexter,PE 0 <
c: E
Florida Lic.No.64901
2835 Bowen St.Graton,CA 95444 00 X < LL
2 M > a
6"X6"-W1.4 X WIA Phone Fax 707494-8761 crj C)
WIRE MESH OR
MAXIN UR U)
24" REBAR NO.3,ON 2'O.C. Seal: Q) a E
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EACH WAY. FIG.4 E
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TYPICAL ABOVE GROUND INSTALLATION co
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............
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101,
12' '4,f- '. ! -1 ...
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No 4901
MAXIMUM
7, j
ORTIONAL
3"THICK COMPACTED 19 1/2"
7; MOUND DIRT WOOD DECK
SAND lTYPICAL)
.9 AROUND POOL
u_ 4"IViIN.THICK COMPACTED
APPROX.6" STATE OF Page
GRAVEL FOR CLAY _L_
(ADOBE)SOIL ONLY. N Sl�
0 0
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FIBERGLASS 3/0 N A–
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39'-7" 38' 40'
FD
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T-611- ------- 3" T-6J C r E- T-7"J T-6-
1 0
GULF COAST-GC RIO-BPD OCEAN BREEZE-OB POSEIDON-PS z
TRINIDAD-TND 19,600 gal.approx. 22,000 gal.approx. 18,900 gal.approx.
19,300 gal.approx. 23,000 gal.approx.
40*- 38' 35- 33'-8"'
173'-2"
00 111
T-7-�
T-5"
ISLAND BREEZE If-N MEDITERRANEAN-BP CANCUN-CC
20,000 gal.approx. 17,000 gal.approx. 15,000 gal.approx. SEA BREEZE-K ACAPULCO-AC
16,000 gal.approx. 15,700 gal.approx. C:
0
34'-8" 35' AVAILABLE 10.66m TO 13.71m U) CN4
-40' IN LENGTH
29'8"
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3'.6.j �31JLF SHORES-OS MONTEGO-MT LAGUNA DELUXE-LGX
PANAMA-Bl-
0 i CARIBBEAN-MR 15,000 gal.approx. 12,000 gal.approx. 9,000 gai.approx. C: 4� Cc: co '20
2 9? 14,000 gal.approx. L- 0
01� 22,000 gal.approx. -�e 0 C-L �2
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C= Reviewed by:
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Donald R.Poindexter,PE
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3 —301— 30' Florida Lic.No.64901 0 J.
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2835 Bowen St.Graton,CA 95444
P a- X LL
Phone Fax 707494-8761
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Seal:
M (D C: E '-r_
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3' M
3'-7"J T-TJ P O�4f
SANTA CRUZ-SL I N
ROCKPORT-RP ... .......
13,700 gal.approx.L TRITON-TN 12,800 gal.approx. 4-j
6,500 gal.approx. ST. THOMAS
13,500 gal.approx.
N 64901
j
34'
1-33' t--27'-7" —30' <
u-
X
STATE 0 Page
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z AND ANSI/APSP-7 STANDARD. of 7