HomeMy WebLinkAboutPOOL SPECIFICATIONI
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I LLECOLOR
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I 5'6"
I� DEEP
SPRAY
DECK
EDGE
TILE i
F1
18"
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35'-6"
24-'-0"
-FLORIDA GEM I
INTERIOR -7
4'x24'
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POOL SPECIFICATIONS
MAX. WIDTH 14' MAX. LENGTH 24'
PERIMETER 74' AREA 339 s- •
MIN. DEPTH 3'6" MAX DEPTH 5'6"
ACCESS RIGHT ELEV. TOB T.B.D.
EXCAVATIED DIRT HAUL
RAISED BEAM N/A
TILE 6x6 STEP EDGE 2x6 -
COPING EDGE OVERPOUR
INTERIOR FINISH GEM COAT
SWIMOUT (2)5' LADDER N/A
HANDRAIL NO GRAB RAIL NO
FILTER PENTAfR C&C TIMECLOCK N/A
CIRC. PUMP PENTAIR INTELLIFLO VS3050
POOL DRAIN 302 CHANNEL DRAIN
MODEL#CMP25506-320
r CHILD POOL RETURNS 4 VAC. LINE STUBOUT -
— — — BARRIER -
SKIMMER (1)TILED
— CHLORINATOR INTELLICHLOR IC-20
FILL LINE N/A OVERFLOW N/A
WATERFEATURE NO
LIGHTS POOL (1) LED COLOR GLOBRITE r
r I ELECTRIC BY HORIZON •
° I TRANSFORMER YES J. BOX YES
R I 8'-6" HEATER NO SIZE N/A
GAS TYPE N/A TANK N/A
HOOKUP BY N/A
3E6" I DELUXE CLEANING KIT YES
DEEP I PATIO CONC. & SPRAY SQ PT ±566
TERMITE YES DONE BY BUGMAN
EDGE I EXISTING PATIO NO
TILE I DECK DRAIN 16' PLANTERS NO
' I APPROX. GALLONS 11,400 G.P.M. — • •
12.. ; I TURNOVER HR. MIN.
18" I SCREEN ENCLOSURE NO FOOTERS NO
CHILD BARRIER CHILD SAFETY FENCE
NTI
'I
RijYn - - -
L2--SK---------------------------------2=5„_RETURNS
_________________L______________�_________ __________________
------------------------------------------------------------- COMMENTS
2.5"—M.D I
PENTAIR U.V. SYSTEM
DORADO POOL CLEANER
i
II
II
DECK DRAIN 5'_2" cr)
Ld
V
U
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z
14'-6" 14'-0"OC)
w —
X mi C c
a
SCANNED MY 01219
EXISTING BY LuRIAECEIVEOD
ce County, Pormltt'"
St Lucie County
EXISCIR EN RESIDENCE •
PATIO 06-JOB INFORMATION:
sT L FIA )FORTY RT ° "n 'pN
RF,VIFR'ED HORIZON POOLS
FOR COWL C
REVIEWED BY
DATE BRINKER RESIDENCE
T�
PLAINS AND PERMIT Mtt E KEPT p_'Jp ,
ORNOINSPECTIO;N N'LL I IL; Ijg 4805 CHRISTENSEN RD
FT PIERCE, FL
THESE PLANS AND ALL OPOSED EINGINFER: cREcoRv ARIAS
ARE SUBJECT TO ANY CORRECTIONS PROFESSIONAL ENGINEER PE-73071
REQUIRED BY FIELD INSPECTORS THAT 0299somnem l atf2ua2
Royal P eacM1, FF_33421
MAY BE NECEBSAHY IN ORDER i0 s �Isie osaT
COMPLY WITH A66 APP16I0Aw1r6100911a
�NCFALED FASTENERS OR ATTACHMENTS '°;ELECTRIC uoriNCLUDED• • Compliance FBC 2014 Compliance NEC 2008 Com -
A IE THE RESPONSIBILITY OF THE FILE41i
COPµPREPARED BY: SHEET:
0NTF4CT�P OF RECORD STEVE HORST
DRAFFING & DESIGN SERVICES }�J
(772)201-7846 horststeve@yahoo.com / 3 •
-Pool construction complies with FBC 2017 ANSI-7, ANSI-15
-Water Velocity -Max 8ft/sec as per FBC 2017-R4501.6.3
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
a tr wi.
N
Vacuum (In Hg) X 1.13
Feet Of Head
I
MAIN DRAIN
Pressure (PSI) X 2,31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC REIJEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4" THICK WALLS W/#3 REBAR 012° O.C. EACH WAY
3' TO 6' - 6° THICK WALLS W/#3 REBAR 012. O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/#3 REBAR 012° O.C. EACH WAY
J..
J
O�
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
•
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
@� SUFFICIENT TO SECURE SOILS FROM EROSION OR SEDLEMENT
r
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOE
* COMPACTION TEST OF THE BACKFlLLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAOILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
10" MIN
i
4: A
STEPS
(NO SCALE)
STEP DETAILS
L TREAD IS MIN OF 10" WIDE.
2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLD GUNITE 3000 P.S.I.
yQ ' Rr3A0VE GRAtE g
WELL PoIM PLUG FROM MAIN
DRAk1 g ATTACH AUII. PUMP OYERPOUR
LINE WHEN EMPmNO POOL WREFH
6"x
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
oR
NTERIOR
Ye" PER Fri MIN SLOPE i
CAP IaE
" SLAB
74r
500 FlBER MIX
FINISH
. WA ll-3,000 PSI GUNITE
STEEL-TEX FORM
OR KRAFT WALL
6° TYP. FLOOR
' •�•
3 000 PSI
TRENCH DRAIN I t
GUNITE NOTE: FOR DEPTHS
TRENDED i4` ,' GREATER THAN 6' ADD
PLUG i ' (1)#3 COVE BAR @6° O.C.
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT
POOL PATIO
WATER LEVEL
g FROM
POWER
M 00 A 1" LIGHT SUPPLY
z
CONDUIT
UNDERWATER
LIGHT NICHE
LIGHT
.-
APPROVED
NICHE ENCASED
+.'' •
,"
GROUND CLAMP
IN GUNITE
...:
..,,
'.•:.+
CONTINUOUS BOND WIRE
POOL FINISH
'•'•.
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
UNDERWATER LIGHT
DETAIL
(NO SCALE)
HAIR Ar
MINER
VI 3"x32" Ctyp,,.,..
CFAoA 00
PIPING SCHI+a ATIC
CUSTOM MOLDED PRODUCTS INC
SINGLE CHANNEL DUAL OURET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
USTEO TO ASME/ANSI A112.19.8
32" CHANNEL DRAIN AND SUMP -
25506-320-000
-THREE 2" SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO USED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flow rating for this suction fitting with the center pod plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2" plumbing. The maximum flaw rating for this suction
fitting with the outer parts plugged and the center port open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5° plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2° plumbing.
www.horkonpools.net
Wade M. Clarke
Licensed & Insur-pd
Lic# RP-CO67256
"rrizon
POOLSo INC..
NEW CONSTRUCTION & REMODELS
32 Years Experience on the Treasure Coast
Email. horizonpools@att.net Office: 772.405.1130
DECK 1 ROW OF WATERLNE TIIF
WATERLINE
MAX
LEVEL FLOOR 1 #3 STEEL 0 12" O/C EW.
FLOOR SLOPES
ODOR SLOPE SHALL RE
REASONABLY UNIFORM ANO
TOMNY WITH ARTICLES 5 6.1
mw 56.3
THE SLOPE OF THE FLOOR FROY
THE SHALLOW ENO WPll
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
4'-6"
6" THICK
24'-0"
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
$fps
1" -
16
gpm
6.14'
21
gpm
0.23'
1,5"
37
gpm
0.08'
50
gpm
0.14'
2"
62
gprn
0.06'
82
0110,
2,5"
88
gpm
0.05'
117
gpm
0.09'
3'
136
gpm
0.04'
181
gpm
0.07'
4"
1 234
gpm
0.03'
313
gpm
0,05'
6"
1 534
gpm
0.02'
712
gpm
WALLS
SIALL
DI
UU
OHAA1�
THAN 11.
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: _ XXX___ft_XXX_x 7.48(gal/Ft) = ___XXX gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _ XXX __ gal / __ XXX = XXX _+ XXX =XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2.5 _inch to keep velocity ® 8 fps max. at 117-gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity 0 8 fps max. at 117_gpm Maximum System Flow Rate.
Main Drain Cover(____ SEE ABOVE___) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR INTELLIFLO VS H.P. 3
Total H.P.=H.P.x servicefaI I H.p. or more must be 2 speed orvarlable speed
Filter Make PENTAIR C&C Size 200
Filter min. area based on 6hr. Turnover flow rate pool gal. /360 min. = Flow Rate
Divide G.P.M. by Cartridge =.375 or Sand =15 or O.E. = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum of two speeds.
The Maher speed override is not to exceed one normal cycle or24 his, whichever is less
DESIGNED FOR:
HORIZON POOLS
BRINKER RESIDENCE
4805 CHRISTENSEN RD
ENGINEER: GREGORY
PROFESSIONAL ENGINIM PR-73A71
10299 Southem @ vd#Rf2gi, -.
_. *7'al Palm Beaph, FLS42I
_ - )87s:D541.
**'ELECTRIC .NOT-hQLUDED***
PREPARED BY: SHEET:
STEVE HORST Z
DRAFTING &
DESIGN SERVICES w3
(172)201.7846 horst.ateve@yahao.m
b ss
0 PENTAIR
TDH CALCULATOR PBG-BRINKER-HIGHSPEED
Pool Information
Flow Rate: 108,09 GPM Total Piping Lengths:
Suction LW- 2 Ft Inletside: 74 Ft
Discharge Side: 84 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local mule) Inlet Piping: 2.445 In
Brandt Piping: 6 FUSec Discharge Piping: 2.4451n
Inlet Piping: 8 FVSec Piping i/Min:
Discharge Piping: 8 FVSec P 9 Head Loss a[ 108.09Ga
(not meudwg finings or valves)
Inlet Piping: 5.29 Ft
Discharge Piping: 5.00 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate:
108,09 Gal/Min
Branch Piping:
3.0 In
Your Head Loss:
70.03 Ft
Inlet Piping:
2.51n
Maximum Flow Rate
Discharge Piping:
2.5 In
at Maximum RPM:
108.00 Gal/Min
Ensure the drain rover mar flow rating Is not
exceeded
Head Lon at
70,03 Ft
Maximum Flow Rate:
150
125
q 100
Y
]5
50
25
0
0
0
System Head Pressure Curve
InteaiFlo Variable Speed, VS.SVRS. VF, or VSF - 34M rpm
clean system
nesired Operation Point
50 100 150
Volumetric Flow Rate (GPM)
Selected Components
Components
InteducMw 10-20
Y x 2s' 3 way verve
Man Omin
clan was Clear
12 inch Return
Piping
Name
0 degn elhdw
45 deg erbo
Taemmueb
Pumps
Name
tnWiFlo Variable Swul VS+SVRS, VF,
W VSF
H.ael Loa. M
guanety f0aae M.
1 3.05
2 496
1.g6
7.69
4 3024
Inch Discharge Head Losses
Quantity Quarily l o.00 .m.
5 11 7.89
0 0 0.00
0 3 1.05
Quarry
1
or
0 PENTAIR
TDH CALCULATOR PBG-BRINKER-LOW SPEED
Pool Information
Pad Volume: 11400 Gal
Total Piping Lengths:
Tom Over Tune: 5.50 Her
Inlet Side: 74 Ft
Suction Lift: 2 Ft
Discharge Side: 84 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your Inca) rage)
Inlet Piping: 2.445 In
Search Piping: 8 FVSec
Discharge Piping: 2,445 In
Inlet Piping: 8 PVSec
8
Discharge Piping: FVSec
P 9 Pi in Head Loss at 34.55GaVMin:
toot InOutling finings or valves)
Inlet Piping: 0.64 Ft
Discharge Piping: 0.73 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes
Flow Rate:
34.55 G illMin
Branch Piping:
1.5 In
You, Head Lose:
9,23 Ft
Inlet Piping:
1.5 In
Maximum Flow Rate
Discharge Piping:
1.5 In
at Maximum RPM:
108.09 GallMin
Ensure edrain cover max
flow nt)ng la not
exceeded.
Head Loan at
70.03 Ft
Maximum Flow Rate:
0L
0
System Head Pressure Curve
IntelllFlo Venable Speed, VS45VRS, W. or VSF-
Clean System
Dosired Operation Point
10 20 30 40 50
Volumetric Flow Rate (GPM)
Selected Components
Components
IMNIIObbr M-20
Y x 2.T 3way valve
Main brain
Clean ulna Clear
12 Rdum
Piping
Wnl
96 diseases elbow
0 degr elbow
Tee Tleaph
Pumps
Name
InIIiIFb Venebk Spent, VS,SVRS. VF.
W VSF
Hard I-on.1
Queasy 44.6a0eMIM
1 047
2 0,17
037
0 So
4 309
Inch Machines, head tmsat
Quantity culinary U.MillAin
5 it 0.0
o a am
0 3 ohs
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DESIGNED FOR:
HORIZON POOLS
BRINKER RESIDENCE
4805 CHRISTENSEN RD
FT PIERCE, FL
ENGINEER: GREGORY ARIAS
PROPFSS(ONA4-E4GINEER PE-73071
-10299 Southem Blvd #217 2-
�.,`Royal Palm each, t - -
(305)879•
Oy -IS
***ELECTRfC NOT INCLUDED*"*
PREPAISHr S EET:
STEVE H(?RST
DRAFTING &
DESIGN SERVICES 3
(772)201.7W horst.steve@yahoD.com
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