HomeMy WebLinkAboutPLANSPOOL SPECIFICATIONS
30'-6"
Cn
LLJ
v
v
Q
?67'6 q-3
MAX. WIDTH 13'
MAX.LENGTH 22'
PERIMETER 70'
AREA 268 sq.ft.
MIN, DEPTH 3'6"
MAX DEPTH 5'6"
ACCESS LEFT
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 (1)2'QUARTERROUND LADDER N/A
HANDRAIL NO
GRAB RAIL NO
FILTER PENTT- R C&C
TIMECLOCK N/A
CIRC, PUMP PENTAIR INTELLIFLOFLO VS3050
POOL DRAIN 302 CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 3 VAC. LINE STUBOUT
SKIMMER (1)TILED
CHLORINATOR INTELLICHLOR 30 SALT
FILL LINE N/A OVERFLOW N/A
WATERFEATURE (4) DECK JETS
LIGHTS POOL (1) LED COLOR GLOBRITE
ELECTRIC BY T,B.D.
TRANSFORMER YES J. BOX YES
HEATER PENTAIR ULTRA TEMP SIZE 85,000 btu
GAS TYPE N/A TANK N/A
HOOKUP BY N/A
PATIO SPRAY DECK SQ FT ±412
TERMITE YES DONE BY BUGMAN
EXISTING PATIO YES SQ FT ±400
DECK DRAIN 31' PLANTERS NO
APPROX. GALLONS 9,000 G.P.M. --
TURNOVER HR. MIN.
SCREEN ENCLOSURE YES FOOTERS YES
CHILD BARRIER CHILD SAFETY F_FNCF/SCREEN
ENCLOSURE
COMMENTS
(4) HYDRO THERAPY JETS @ BENCH
RJVIEWED FOR
COD UCIE PLIANCE
ST.COUNTY
BOCC
File Copy
H.O.B.
BREAU RESIDENCE
RAMIELN
�LUCIE, FL
IS \`` [�,• \GEN t9 �i
'• PE 66212.RA DGERS,P.E.
* FL se 1L 68212
* 1801(ta IvMDdve
STATE OF F6 4L 34982 AIR
wl}�
�� , A 4 1634
�ORI
'+ ELECTRIC NOT CLUDEP"
FBC 2017 Compliance NEC 2017 Compliance
STEVE HORST
DRAFTING & DESIGN SERVICES
(772)201.7846 horst.steve@yahoo.com
X
REMOVE GRATE &
)4" PER IT, MIN SLOPE
— —�--�
WELLP
WELL POINT PLUG FROM MAIN
LIMN &ATTACH PING PUMP
LINE WHEN EMPTYING POOL
014RPOURWHE OR CUP PIE
WHERE MPLICUBIE ' •; •, .j.
(1) #5 REBAR
6"x6" TILE
—Pool construction complies
with FBC 2017 ANSI-7 ANSI-1 5
GRATE SHALL
4" sue
—Water Velocity —Max 8ft sec
as per FBC 2017—R4501.6.3
P
BE SECURED IN
PUCE S0.
NTERIOR
FINISH
2500 MIX
—Pool Barrier to comply with
Section R4501.17-6th edition FBC
THAT TOOLS
q1¢" ttP, WALL-3,-3,000 PSI GUNITE
n
8REQUIRED
•
—Skimmers COmpiiy with FBC
2017—R4501.21.2
AREFORREMOVAL
STEEL-TEX FORM
—Soil bearing capacity assumed 2.000 sl @95% action
p � p COmp
': �
OR KRAFT WALL
—Equipment Foundation 3'x7'
conc slab min 3.5" thick pour in
TRENCH DRAIN
6" ttP. FLOOR
3,00o Psl
'
#3 0 12" o.C:B.W.
rr
8
place or approved Hurricane
Rated precast equipment pads
GUNITE
NOTE: FOR DEPTHSGREATER THAN 6' ADD
—Water Heating equipment to
comply with FBC 2017—R4501TREADED
,)
(1)#3 COVE BAR 06" O.C.
UG
GRAVEL BE
—
TO PUMP
FOOTED ETAIL
TYP. WALL SECTION &
WELL POINT
SCALE)
(NO SCALE)
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
SWIMOUTS
(NO SCALE)
MAIN DRAIN
POOL DETAIL
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
\?
Vacuum ,(In Hg) X 1.13
Feet Of Head
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/#3 REBAR 012" O.0 EACH WAY
3' TO 6' — V THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
0' TO 3• — B" THICK WALLS W/#3 REBAR e12" O.C. EACH WAY
J4.
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBIUT)'
2, HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
e adc
Pressure (PSI) X 2,31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
4�
� 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 SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
10" MIN
1 . •d
N q •A'd .
STEPS
(NO SCALE)
STEP DETAILS
1. 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.
#8 COPPER
TO GRID
HORIZONTAL INSTALL
#8 COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
POOL PATIO
WATER LEVEL
2FROM
� POWtWPPLY
Z
UNDERWATER �
LIGHT +.', 1" PVC
CONDUIT
POOL FINISH
i�.•e SCHEDULE 40 PVC SLEEVE
NO BONDING
OR GROUND
;Z'• REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
• go
HEATER
' HAIR &
NNER
VOCA, 3R32
GHNNNEI' 011
CIWA '
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC
SINGLE CHANNEL DUAL OUT CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI Al 12,19.8
32" CHANNEL DRAIN AND SUMP'
25506-320-000
*THREE 2" SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flaw rating for this suction fitting with the center port plugged and outer parts
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 flow rating for this suction
fitting with the outer ports 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.
DECK ___\ 1 ROW OF WATERLINE TILE
WATERLINE J
i MAX 1Gj'_61 1
#3 STEEL 0 12" O/C E.W.
FLOOR SLOPES 6" THICK
R OOR SLOE SHAII 9E
REASMLY UNIFORM AND
COMPLY WITH ARnCLES 5.6.1
THRU 56 ] THE SLOPE OF THE FLOOR FROM
THE SHADOW END WAIL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED I FOOT IN 7 GOOi
r
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: --- XXX ___ft_ X_x 7.48(gal/Ft) = ___XW __gol PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: ___ XXX ___ gal / ___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 @ 8 fps max. at 11Z_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
Pipe Size
6 fps
Bfps
1'
16 gpm 0.14'
21 gpm 0,23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0606'
82 0.10'
2.5'
88 gpm 0,05'
17 gpm 0,09
3'
136 gpm 0.04'
181 gpm . 7'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0,02'
712 gpm a03'
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Total H.P.=H.P.x senllo s factor. I H.p. or more must be 2 speed or variable speed
Filter Make PENTAIR C&C Size 1:50
Filter min. area based on 6hr. turnover flow rate pool gal.1360 min. = Flow Rate
Didde G.P,M, by Cadridge = .375 or Send =15 or D.E. = 2
Time Controller make ON PUMP Model
Controls must operate a minimum of two speeds.
The higher seed override Is not to exceed one normal cycle or 24 hit whichever Is less
Determine Pipe Sizes: HYDROS
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 @ 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
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0,23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0,06'
82 m 0,10,
2,5'
88 gpm 0,05'
17 gpm 0,09
3'
136 gpm 0.04'
I81 gpm ,07'
4'
234 gpm 0,03'
313 gpm 0.05'
6'
534 gpm 0.02'
1 712 gpm 0.03'
DESIGNED FOR:
HAaB.
BREAU RESIDENCE
220 RAMIE LN
PORT ST LUCIE, FL
A RAN
FILL
1801
rA
N��\\\P� ROpG,��i�
\� ��•'"VOENS
tl ER , .
;hse o; 68212 aM '
PREPARBD BY: J11L'Lx'11:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com
%7�
e
i M `. a L. i
TDH CALCULATOR
Pool Information BREAU-HIGH SPEED
Flow Rate: 98.24 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 54 Ft
Discharge Side: 75 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult youlocal wdo)
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Piping Head Loss at 08.24 Gal/Min:
Discharge Piping: a FVSec
(not Inoudlog fittings or Valves)
Inlet Piping: 3.23 Ft
Discharge Piping: 4.55 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: 98.24 Gel/Min
Branch Piping: 3.0 In
Your Head Loss: 79.59 Ft
Inlet Piping: 2.5 In
Maximum Flow Rate
Discharge Piping: 2.5 In
at Maximum RPM: 98.24 Collett I.
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 79.58 Ft
150
M,
15
s
System Head Pressure Curve
nlelli Flo Variable Speed, VS+SVRS, VF, or VSF - 3450 rpm
Clean System
Desired Operation Point
0 So 100
Volumetric Flow Rate (GPMI
Selected Components
Components
x.dm..a
Noma 0uM4ty a.910eIRMn
Pa4GNNrIG 30 7 at
'ah.."wry Wva 7 13.38
Main and 1 1.P8
,seam: au, 1 e31
UXnTelrq 1 35M
1 reN WMn 3 zn
Piping
NO wwMroa N..duaaat
Nam. [MnWy otelly Ba.H0a4Mln
BOdpreiii. 7 11 741
48dem.Amw 0 0 0e,
Tm Tlewryr 0 2 Vat
Pumps
deFID Vn..%,ml, V.-. IF qNtafity I
orV6F
All Pummrl,eaonw,Ne wrdpgwam Mrrea6y PoNeir Im. MWNFMe. InbNGannrh, fevyrauMH, lMWiiwN@ SwriwaYR one Eav Subd^'
-amaerW haeMwNuaMMx+WnwMa WPeMWWafer PcdaM 9pe, M enMwXc efiNaeOaompaMe+M th VmWSbleaendargMr
mamas. iMme+aVre¢Lrau'ae.retire+udmeMaaftllW paNavlhnl m.rxe a¢WNmk tlxwrernlaaNtla Memuaronw
MWremrMl Edw:Mm. dwpw 011Mwname.Maaa�ws Mdpvrtmx woes Pom.nd spa. xw maowVaa.orw..w,a wMmnmrda fa
xot.u'Va, awes Mxwwmrmp MmeIMrepwas. Bec au we w.oanrmmsry Imgowrp owwoeucn.ma.rvina. PeMavr serves Ixe
IipYfloderrSC NmedflnMw MXorl Wm'rrallca. Penlebban WualappMu.11y empbyer.
Pool Information BREAU-LOW SPEED
Pool Volume: 9000Gal
Total Piping Lengths:
Turn Over Time: 4.00 Him
Inlet Side: 54 Ft
Suction Lift: 2 Ft
Discharge Side: 76 Ft
Maximum Pipe VelOalt' `lowed: -
Piping Sizes:
(consult your local code) 'r�J
Inlet Piping: 2.445 In
v
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Piping Head Loss at 37.60 Gal/Min:
Discharge Piping: 8 FVSec
(not incMding nttlrlga or valves)
Inlet Piping: 0,54 Ft
Discharge Piping: 0.76 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: 37.50 Gal/Min
Branch Piping: 2.D In
Your Head Loss: 18.01 Ft
Inlet Piping: 1.5 In
Maximum Flow Rate
Discharge Piping: 1.5 In
at Maximum RPM: 98.24 Gaunt in
Ensure the drain cover max flow rating is nor
exceeded.
Head Loss at
Maximum Flow Rate: 79,58 Ft
30
25
20
s
1s
10
5
0
O
System Head Pressure Curve
n1ellt Flo Variable Speed, VS�SVRS, VF, or VSF'I- 1600 rpm
Olean System
Desired Operation Point
10 'i0 30 40 50
Volumetric Flow Rate (GPM)
Selected Competitions
Components
m +tmeaa
Nam m.nllry 3/ ppvllMin
LatmrW 4- 1 0.
2-x2!r3weyvawa 7 064
a..0&ln 1 0a,
camandc. 1 OM
UImmp 1 1031
l inch Rmum 3 00
Piping
We mamoea Nnel.M al
Nam eamity Maw fly 3700.011.
SOdam... w 7 11 126
T.T.Aaa n z 10
Pumps
Name VsVelp
I"IInowflamaead VS+SVRS,VF, 1
.VSF
AX Pm4anmiamW Mempo, ve awnedby P+rdarr Ina. mMdFmq IrralNGamMO, EeryTorm'iS.IMWITorraM1a, SunTcuMS, Md Em SWG"'
.m mp.klM7rydamaetyVdad ]&nerM Nrreaba 6Hlarlvd.ndt., . umnAaMNe-mlpaamamad WWad1,- ft m• e
do Z,. LAZ mxpneYyndad rwmea aMOrercvoolMHd3aMet flraf nwyb vaW In Nus d,aumeM wermf u¢M roNmi[ala aneMkfbn w
aMw-1haMe.n lha onMndumM Nnwa mwae MO P.mm'wmm... Im: mmnnamwea.Va am,r..
xadamam,,aps."a ace amw. Vael e. llwuae wa Ma WntlIIWV9y lmprovxgourpogmla enVarnte,, wme'eaA ffiV
,IMfmWmMB maaMJfkna MdoomprM Mike FenikkenepualoplMlruvbempbye,
ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES
30" WIDE x 6'6" HIGH z 36" DEPTH CLEAR WORKING SPACE IN
FRONT OF ANY PANEL BOARD PER 110.26(A), 110,23(2)
AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC )B
L WATER PROOF Of I
MUST NOT BE MORE
THAN 20' FROM POOL
EDGE AND Net
WITHIN B' OF PBOL EDGE
N.E.C. 2017 SEC. 600.2
,POOL IMER W/S.T.
TOGGLE-SWRCH
N.E.C. APPROVED
1' PVC CONDUIT
- 3-/12 IN
1/2' CONDUIT
ge. SOLD COPPER WIRE
TO EOAPOMTX BOND
M8 SOLD COPPER
WIRE TO GROUND
JUNCTION-BOK(S)
MIN OF 8'
ABOVE POOL DECK
0
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORK SHALL
CONFORM TO N,E.C. 2017 SEC. 660
Q8 SOLD COPPER
BOND WIRE WITH
APPROVED CLAMPS
NICHE
18-MIN-24-MAX i
4' TO B' BELOW
IDE BOND TO
NT ALL-INCROUND
1-)8 SOLID BARE COPPER
BOND WIRE WITH APPROVB
CLAMPS 0 (4) SIDES OF
DONE POOLS BOND TO
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTION
OF THE N.E.C. 2017 SEC. 880.26
TDH CALCULATOR
Pool Information BREAU-HYDROS
Flow Rate: 97.40 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 54 Ft
Discharge Side: 44 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local ..do)
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec
Piping Hood Loss at 97.40 Gal/Min:
(not mouding fittings or valves)
Inlet Piping: 3,18 Ft
Discharge Piping: 2.59 Ft
For advanced pools that contain multiple suctions, this program maybe
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: 97.40 Gal/Min
Branch Piping: 3.0 In
Your Head Loss: 79.87 Ft
Inlet Piping: 2.5 In
Maximum Flow Rate.`
Discharge Piping: 2.5 In
at Maximum RPM: 97.40 GailMin
Ensure the drain cover man' flow rating is not
excoadedC
Heed Loss at
Maximum Flow Rate: 79.88 Ft
150
£-100
so
ON
0
Selected Componems
System Head Pressure Curve
Intelli Flo Variable Speed, VS+SVRS, VF, or VSF - 3450 rpm
Clean System
! Desired Operation Point
50 100
rolumetrio Flow Rate (C3PM1
Components
fledl.-at
x.m. quamNY 2YLwa9
mldliClllwlG.� 1 51
Ya1S'3 waYwlw 1111
Main pan 1 1 '1M
Gaanmd Gkr 6,200
3r+mm Rmam 4 4.w
Piping
mlt g1.4mm. Niel- o..A
Name a mlq quiety RA"Ass,
SOaep,eeaamw 7 13 8,13
46item dew 0 0 0m
TiermaI 0 3 0.67
Pumps
Nam quanlIt,
Ina1610 aaaw. 3'. V6.6w., W,, 1
V9F
AV PV a t- mwea mdVmaae owiwdby Ae,ca a, lm eti IMNYom c,, EwyTwMQ a t"ToINNO sail - a ana Ew Sled*
"A'a, NndlnhmeMa eWwtraaemM:¢ bNMevWbnrPm'wN$e, mo. Mdwlfa arNReNa mmpMinN IM1a UMedslmaeaW ordhe,
40YMAN. oex.=m(W ,"nrea+M banes alead 1..1.1 N.W. NW mWmMlwa,plaNdmmdvek m NMetiwlw
.nmx.rnamnama.nm.a»,rw:arin.a.mnnamwwerws.mpMlmv w.InPoaamsD,, Inc. 7nwerumM.naa.�laa,.ym m.
A%,aA` M wwgeNmdvaa a..MlMka Ifs onV . SaV WWa m mtAAmAVampm,WgowpgWcfaandMrvlMa, Femµ w+wW9IM
ilpltb MWlw .;eNgefaNkWIMOW pc/lwhoe. /hnRbu+n put opDwMdly&MbyN.
I�p Fo NGE
�EVI00 N
GOID, � G
V 160
nVL'Tr XT13n CnD,
H.O.B.
BREAD RESIDENCE
220 RAMIE LN
PORT ST LUCIE, FL
��� ��•'-�GENS � �/i
PE 68212 =_
M. RANDAEROERS, P.E. * *.
FLLicerxe�Io. $.212 TAT E OF
Ca I .
18R 9 i
/ PI pie
(772)2 - . RID..
y
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 3
DRAFTING &
DESIGN SERVICES 3
.01.7846 harsLsieve(ivv6hnn.Mm