HomeMy WebLinkAboutPOOL SPECIFICATION59'-3"
POOL GUAR
,ALARM
POOL SPECIFICArnONS
MAX. WIDTH 157 MAX.LENGTH 30"
PERIMETER 114' AREA 575 sq.0.
MIN. DEPTH 3' MAX DEPTH 60"
ACCESS RIGHT ELEV. TOB T.B.D.
EXCAVATIED DIRT LEAVE
RAISED BEAM N/A
TILE 6x6 STEP EDGE 2x6
COPING EDGE TRAVERTINE
INTR. FINISH STANDARD
SWIMOUT YES LADDER N/A
HANDRAII NO GRAB RAIL NO
FILTER PENTAIR C&C TTMECLOCK N/A
CIRC. PUMP PENTAIR 1.5 HP V.S.
POOL DRAIN 302 CHANNEL DRAIN
MODEL#CMP2550&320
POOL RETURNS 4 VAC. LINE STUBOUT
SK50AER (I)TILED
CHLORINATOR NO
FILL LINE N/A s OVERFLOW N/A
WATERFEATURE aBU BIERS
LIGHTS POOL (2) LED COLOR
ELECTRIC BY OWNER
TRANSFORMER YES L BOX YES
HEATER HEAT PUMP SIZE 127,000btu
GAS TYPE N/A TANK N/A
HOOKUP BY N/A ^`
PATIO BY OWNER SQ FI' t1,470
TERMITE YES DONE BY BUGMAN
EXISTING PATIO NO SQ FT t
DECK DRAIN 74PLANTERS NO
APPROX. GALLONS 19-300 G.F.M. —
TURNOVER 6 HR. 0 MIN. —
SCREEN ENCLOSURE YES FOOTERS YES
CHILD BARRIER SCREEN ENCLOSURE &
SPLASH GUARD ALARM
SPA SPECIFICATIONS
SIZE GxG SQ.FT. 36 ELEVATION +12"
SPILLWAY fgff GLASS BLK N/A
LIGHT (1) COLOR LED TRANS. YES J BOX YES
SPA DRAIN 3"x32" CHANNEL DRAIN
MODEL#CMP25506-320
JET PUMP 1.5 HP VS
JETS 4 RETURNS 2
FAMILY POOLS
SZTANKOVITS RESIDENCE
8024 SPENDTHRIFT LAB.. _
EN
KMO L(, 1 j$, P.E. :* y
FL Lwem 1�.6 12 No. 68212
1801 [Ia dvrwd Ddw
17-2022
1.
"TLECTM NOT
FBA; 2,02E Complianee
—
NEC 2017 dance
SHEEP:
PREPARED BY:
STEVE HORST
DRAFI'%1G & DESIGN SERVif ve 1'//
-Pool construction complies with FBC 2020, ANSI-7, ANSI-15
-Water Velocity -Max 8ft/sec as per FBC 2020-R4501.6.3
-Pool Barrier to comply with Section R4501.17-7th edition FBC
-Skimmers comply with FBC 2020-R4501.21.2
-Soil bearing capacity assumed 2,000psi @95% compaction
-Equipment Foundation Sx7' conc. slab min 3.5" thick pour in
WHEN PROVIDED
SHALL BE AT 20' MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
f
N
SWIMOUTS
(NO SCALE)
MAIN
POOL DETAIL
urn SCALE
V== (In Hg) X 1.13
Feet Of Head
OUTSIDE ANGLE OF REPOSE
W AND FUR11ER - 4- THICK WAILS W/I3 REBAIR wit• O.C. EV71 WAY
3' TO 6' - 6' THICK WALLS W/J3. FEW eir O.C. FDGH YAP
V TO 3' - B' BOOK ERB W/13 RMAR 012- O.C. EACH WAY
IV
Pressure (PST) X 231
Feet Of Head
Vacuum Head + Pressure Head
Total Dynamic Head
18 COPPER
4LHORMONTAL
!INS2TAU
is coPPO
To alo
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3' Below
Water level in Return Rping.lnstoll
in sprinkler box for easy access
_I
Q Q
3
Q
�
F
'
FIDOTM INTO THE ANGLE OF REPOSE 5 ALLOWABLE PROADED:
�
SHORE 5 VOST41M AT DrAMDN AND SHORING SHOW 6E
��+
SUFFKffiTT TO SEGUE SOLS FROM EROSION RR SETTLEMENT
NO ENDE@WARG OCCURS OR ENGINEER DPPIA)" E. ANY DOES
• COMPACTION TEST OF RE R"FIL E0 MATERIAL ARE PROwDED
PRIOR TO THE POURING OF THE PATIO
MISC. NOTES
I. ALL STEPS AND SWUM OM UM
WILL THE 26 CAPiILE 80" OF ")SITE
COl9R OF GEM FINISH FOR V6MU Y
2. WINNABLE) TO BE RSfALHID ARE WHERE
nECK RAISED +6' ABX POOL
.yidr I�tRC
L TREAD 5 NR OF 10' WEE
2. BOTTOM d TOP RISERS MAY VARY IN HEIGHT
3 ROUSER NOT GREATER THAN If BOX BOTTOM
SUP WHERE DEPTH 5 4' OR (HEALER
4. ALL STEPS TO BE SAD (#AIDE 3M PS.T.
STEPS
,NEI ScAE)
rant=: KNOW GRAIL a
BRICK
A" PER FT. N SLOPE
AM POND PLLG FROM NUN
COPING
ORAN a ATTACH MI. PUMP
ME WHER EMPPANG POOL
6'x6' TIE _ e
MTE SHALL
BRICK PAVER PATIO
BE SECURED IN
INTERIOR '
PLACE s0
FINISH
41¢' TYP. WALL-3,000 PSI GUNNE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
.
ORKRAFT WALL
6' TYP. FLOOR
TRENCH DRAIN
3.000 PS
j3 ® 12- O.C.B.W.
Cl1NDE
NOTE: FOR DEPTHS
TREADED
.1=�
GREATER THAN 6' ADD
PLUG
?w '��
(1)j3 COVE BAR 'b6' O.C.
GRAVEL
TO PUMP
TYP. WALL SECTION
& WELL POINT
(NO SCALE)
ENCK COPING
6'x8' TILE 76'z6' TILE
(7) #5 REBAR
12r' 1 •' •
i__ —J PAVERS
12"
FOOTER DETAIL
(N sSCALE)
HEATER
".•
-. -
- PAVER PATIO
CHLORNARR
1ETER
WATERLINE
GRATE SHALL
BE SECURED IN
SPA BENCH 18'
PLACE SO
Z
BELOW WATER LINE
AT TOOLSUIRED
44- TYP. WALL-3,� PSI GUNGE
AAE
ARE
io
TYP-
6FLOM
. ...
.T.y�,-�."'3'.
4f. .^
OH
K
FOR REMOVALn
- _ -�'. `.
STEEL-TEX FORM
900
\.
OR WAIT WALL
TRENCH GRAN
: y ,. A� ,
13 0 12- O.C.B.W.
av�4�
sea t1PN!702!�
"
go I^,,sf
y 1*0 Girt""
GRAVEL
cat
W PUMP -
SPA WALL SECTION
PIPING SCHEMATIC
(NEI SCALE,
-
TO
VENT LINE NOT TO W
FARTHER THAN 40 FT
FROM POOL 25' MAX
TO Jdf. WET LENGTH
PUMP,r'
DRAIN
"; '-
SPA DETAIL
(Ni SCALE
POOL LIGHT
JUCTION BOX
Z I X
- POOL PATIO
WATER LEVEL f.+--•.-
UNDERWATER Z �. 12 VAC FROM
LIGHT POWER SUPPLY
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
POOL FINISH
AIR
YARD BY
\-- i' PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
r
PUMP W/ HAIR &
Ua SUM"
PUMP Al HAIR s
r— LINE STRAINER
CUSTOM MOLDED PRODUCTS INC.
RNGEr aHNAn. DOLL qurtEr CMP 25506-32X VGB
PER FRC4501.56 COMRIANT 32" CHAINN€L. DRAIN
-W[t67.21 OF 1t1E
2020 FLORM BAD C CODE
USIED TO ASIE/ANSI At12to3
32' CHANNEL BRAIN AND SUMP
25506--320-000
'THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
x38.794in? OPEN AREA
'UMPO LISTED RDN RATES
*WHITE PVC BWY
-COVER GOES OVER BODY TO GIVE FINISHED LOB( M
Toe moxNnum Lae raying for fhis suction fitting with the tenter pat plugged and outer ports
open is 300 GPM (floor) and 212 GPM (Wm) when usm 25' pkxnbirg and 268 GPM (flaw)
mW 192 (VAR (wd) what using 2- Pm ftS The max'neum flaw rating fa this s wBat
fitting with the outer pats pigged and the carder pat open 's 200 GPM (flour) aid 168 GPM
*11) what using 25' phumhirig and 194 GPM (floor) and 176 GPM (was) when using 2' plumbing.
SON
DECK
DECK --� i RHWY OF WATMI E TILE
3'_0' W41TERdE
SIVIS
m. W��0�T S
j3 fiTO t2' 0/C EW. �
nOURSIWFC ,TNp L8EA1➢f
nW Suit Owl q[
INAN n'
Max wM ARROU3 U i THE wfWE OF THE float FIOI
now &a. UL out_�,d Tip M I
TOWMTIEOMyWABaru
wM Q=r FOOT IN 7 EDGE
Ems
TYPICAL SECTION THRIt POOH,
(NO =ALD _
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: -- _ft==x 7.48(gal/Ft) - —gal PUMP
(Surface Area) (Average Depth) (Volume in galloon)
2. Determine Flow Rate: XXX gal / _XXX= XXX +_XXX =_ XXX
Determine Pipe Sizes:
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Ray Rate) (System Flow Rate)
Trunk Piping to be -!—inch to keep velocity® 8 fps max. af_ 82 gpm Maximum System Flow Rate.
Return Piping to be --!--inch --inch to keep velocity O 8 fps max, at_82 gpm Maximum System Flow Rate.
Main Drain Cover(__ SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate_
(Makeand Model) 'See Engineering Page for Drain Ctanfguration
Pump Model PENTAIR SUPERFLO VS ILP. 1.5
Taal H.P: FiP.xsaeiRzfaaltr. t H.p M"NIOSIbe25padaFm"' speMR
Fitter Mate PENTAIR C&C Size 200
FftminaealRosedmWin.dmu lonmMepadgMf360tm.=Fkxeean,
Divide G.RK by Cali* = 375or Said =15 OF DF. =2
Time Controller make ON PUMP Model ----- -
ConbdsmuMopeuaManeimimaiwaspe�ds.
�ahw her OrwddesfrotbaCCOBd aR naOWFGWea26 iw uHllawer., w..
Pipe Size
6 fps
_.- 8fps
1'
gpn 0.14'.
21 gpn 0.23•
1.5'
gpm OA8'
50. 0.14'
2'
gpn0'2
j62
gpm O.1o'
2.5'
3'
136 gpn 0.04'
181 gpm 0.0E
4'
234 gpm 11A3'
313 gpm 0.0-i'
6'
534 gpn 022,
-
7i2 gpm 0,0. 1,
Determine Pipe Sizes:
SPA JETS
Trunk Piping to be_ 2.5 inch to keepvelocity 0 8 117
it max. aL_gpm Maximum System Flory Rate.
Return Piping to be-.
p 9
L5 inch to keep velocity # 8fps max. at 11?_gpHt Maximum System Flow Rote.
Main Drain COVer(
SEE -ABM) System Flow Rote must not exce(m approved cover few
rate.
(Make and Model) See Engineering Page for Drain Configuration
Pumpmodet PENTAIR SUPERFLO VS N.P. 1.5
TOW H.P.=HPASMI eiZta. 14 aoxxxi must be 2peed or wy1ftspeer.
FdIIW Male N/A Sim ---
FWermN. aeet�azedanBr.11m�v�/arrdepodgaf.l9�ratt=fhwtim
tMRtle G.P.M. byCaaidge= 375aSatl = 75 ur0E =2
Time Controller mare N/A Model ----- -
Goraras FOES apaale a miwMnn a bxo spends.
' Size
6 fps
8fps
N��'( :�a C`E
` �\
M. 9N A11 R
.I4MCNa6I212
1'
16 gpn 0.14'
21 gpn 023'
37 gpn 0.08'
50 gpm 0.14'
2'
62 opm 0.06'
82 .10'
''S'
88 gpm Q05'
17 gpm 0.09'
3'
136 gpm 004'
181 gpn 0.07'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0,03'
DESIGNED FOR:
FAMILY 1100LS
SZ'I'ANKOVi,rS RESIDENCE
8024 SPENDTIIRWT LN
PORT ,ST I.VIH4, FL
17-2022
"'LLLl.1p� nVl W.�F1�►rU I
..LU1Rll"si
STEVP-- BY:
DRAB RORST
DESIGN TING &
j&4
0
t> PENTAiR
TDH
CALCULATOR FAMILY-SZIANKOVIIS-HIGHSI
vacs aum:iw,meai:
roxpeenaim.,
sw.:„, lal:
IFoo
t.."aaer.l.e.n4
eeel:
-
Mxo
-
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Rary ocla
R
rv-ssrn:x
vvcxrznixN
4
�.p,•,� ea NfocEr Eaaiw + 6
4Fax ax9::iEM
t
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AtFE Pi
•
..ww
rsPxcrr 3
5 RI' MnY'�LLvk
5
k �ix.rarc
1
sEPrl x..
R
p`
InINP®v:c: 207
Asrharhr 2.00
� -
PuiapSpredaiihe W,PaieaRM
3167 RPM
RmrgaNNMaa Pump PPlt:
prte
head LEnat lYeiihraiisn iLn
39.85 FT
4ead Lmat Ilan Pi RfW
53.26 FT
haze
s a s EM H Ao pRrSSUhL j,,Up m
i
1
II
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BL.SL"1'BiCAL EQWINING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES
30x WIDE a We HIGH x 38' DEPTH CLEAR WORKING SPACE LN
FRONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2)
AND 11020(3) OF THE 2017 NATIONAL ELECTRIC CODE
Wl. 230i 2 rolE i aasasRar,aaaasaF
fHEiVpI-(2j/6 DON
.�—aii 201 NIM 2
8 (tNg fADldp
--- roO eR AMER-(2)(fx
w
IRAN b (1)112 RSIM
D1bT:MINSC[
FOOL DYER WAY..
mi,12E-Spin+
OF yrf 2pp�pp
OLT or
vJSf mom
m OPTIONAL 1" P9e com"
TFOM 20' FROM Fm
EDGE AND War POOL "IT IN
WITIM 6' OF POOL 03GE BEATER -12' raper
N.B.C. 2017 BEC. SBO-ZK3) fa Sam cawEn bRff
TO EMAFUM 1dE BOW
gs Sam cwPER
DIRE To rUND
ELECTRICAL DETAIL.
NOTE: ALL ELECTRICAL WORK SHALL
CONFOIOd TO N.E-C. 2037 SEC. 08O
IT
Aeco11-sox(s)
PRE Pa1L ma
y'nis
I ry lii'�Y aoas scu P oiessa M x' FAMD.Y-SZIANKowrbLOW sFEFD I
AN6PlaYxQ ,Sa ii1BN6, COIRIYNCE NtU1g1aT1011 Fqe R®9rfM1..91aMMG t V Cli
p aopam -
SZTANKOVFTSs
FAbi1LY
P:
mxravanP vx«m: mxr 10-2fi-21
• -- . N+ernwwwv ar..we w,mmwxmwalre Mawmmaimaaspa
Pv,. 9.faeP1. xnmtoatamesmxtan WnmA5Rn6nENW4KOp(C-Eamudeaee5tleltw lnrwm.rmn Ma Eamran«aalexp�t.agvl:n,
.mlumeMVUSVMc ssa a1lt YmtlarEwNWlralhryxWma w...aOfM1m&
L [ambad pad adanle
a. eahxns: 19.300_;w
A. 19.300 PflersF
b.lakWoredGolbns: _.—___(F 7 ewm/x__..___Inatm9E deMn)x I.IB (9^4F"3)=
—
L5S2S:Ofpdaldftltradtmflowmte
2.
lhardavne=36pa 3iiPPm Wi yYaYI V A1¢r)
3.45.5.1: Pipe sYbiC
a.MhbnxmswdlmplpedEarerehx
3a. 2 led
IFNer rbf.wdYzlpw.vrvfmnloCki wnabjwAAr[vyYa}'r.1Cwp;twmwe DMnhn]J
_
b.AWdmansuatianbr pi,eei
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s. g9nbmmteltim pipeatialmter
3c 2 nNles
ammueamoaeat Wasiaelme ngiat ms.e/va m.Fwx:ty aw.wvc„wrersm. pn21
—
dMidmumrsvmhmrApyedFwaNc
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Nwxo-wxr.xow.deJ
a-45A1: Figelt5taeaM s've:
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aa. CART
b. ),NdnwmlNesama
a0. tq3 a41L
—
pvrwore:N.mt__—lsw^1=}rt..HRVE__!,'iNyp')U
lk:vls'fwa: lvraldttNR Sm!•]S. nbroasvan[mRl-1
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ea
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•axmveeaw,rosmwrwwmw.pwwNsdrt� rtis rrywrrnta
PENTAIR
A
a. P." nuAbs!
SUPERfiO VS
b.Putnpfbw
M. M 8pp
M3)), 5117'LppRepe GnwAwCgwjbelRepm OmuNoel
VIVO ML(AHG as Swlwzra WM1'axlfummAlarwn
tdl
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$tttiP,
RayYa+nwea
4.a11
Heatwhu swpibtlgM
4a.t.2
Peadayar[esfile RmdFswitrh nMarded ouhlde dtlle heater
X
UNters
4.3.1.3
Np Necitic resisG«e heatillgudess f«inpolpMspawMt�stbstisig mver wNh pb iruulatbry
«f«podwMfiT9G ddoexnertsetl pool h otligbom pn-ste sabr«rttvxesed erl«]SY.
4.3.2
Rert<reR'Inentygas/W.firedheaterrtfitleRq Xkast ]0%AeMpmip COP a[kest a0
%
5.11
PmlliAerpumPfisted iR dabbazR
x
5.3.1
Poolfiker panp witlsmbl horsepower 3.Ow m«eicmdd-spell
x
5.3.3
MUItLspeed Wmp r«drWbpvgralmned totkfaukmtM fipraflmflw rate wbennp amdlury
pod lwdsareapera]Ilgwjtbin 2abo«SaMpragramlNd wNr4mpwaryoaenida gpahipity(«
%
PVw swunes
5.3.4
S.W.-speed reAAp ,r rapabledtperabllgpwnp during Rr-peal Nearu denrald_
MA
5 _2
Pipe hefe a umnW he A least a diamaws dsna dpile.
X
5.5.3
fm Wwhh td«.«stRup W the fu ad&. d sde heating eaupment be
rtntdlaw 38 incbm d halriz pr vetsoR pipes tM inter all bef«ea beater, w Wlt4n«
ixotaip wnrxxJ m,«deli®ten pipem aM fr«n the pod.
%
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X
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NICHE
18"MIN-24xMAX i-IS Sap RW WPPER
- --CAR rB9MDm Bw
Bfd 111114 WPZ0
ONRS 9' W C BELOW
I -A s" ♦KPE WPPOt
HoWn I" WM aPP m
ours a (4) SM it
QaEE roes e01) To
In STEEL
EQUIPOTENTIAL BONDING DETAIL_
PER FLORIDA BUILDING CODE ADAPTION
OF THE N.R.C. 2017 SEC. 880.28
1/2' SHEET METAL SCREW
1% x %g;' TAP CON
HEATER 2' GALVANIZED ANGLE
BRACKET EIR
PUMP/FILTER FRAME
(TYP)
3 W rdn. THICK CIINCRETE SLAB
HEATER FILTER
POOL EQUIPMENT ANCHOR DETAIL
PENTARR
TDH CALCULATOR FAMH.Y-sZTANKOVITSSPA
C itiiwxt"
.
.Y.uiff
vaavxxmeiaa!ie.,i.
acd.mnnsa,x wrxr+:m. r;cr.
(Maelnn Raw Rale
(nxgn Rpu RaR
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9
wlv Haan
)
}nmeNxe.eeN
4
lf,„• Mxee,t. Fxaaw nJr 6 1
" sra=ca i3
)
StFFPfW 55
t4
1.1e, rq i.le
0.zaRar9¢ 250
P.ma9:
wma swwarrw snrdb. rww
2711 RPM F.vw Rxemwa,wmeemr: .. t
.. m. Pal„Ianra,.
9.3517 x.aewa.lwarwwaex. 40.33 F; ,f
ft
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DESIGNED FOR:
FAMILY POOLS
SHANKOVITS RESIDENCE
8024 SPENDTHRIFT LN
PORT ST LUCIE, FL
%�Q�'LL�LaQI��
RODGM
PE
ZS. C dEm Nm NW68212
31101 Aamlwood Draw
Ft =,FLYM *
17-2022 AA2)m_.s4W
NOT INCLU O#t — I
MI'AMBY: Ship.
STEVE HORST -
MRAFM & 3
DESIGN SERVICES V
M2)201.7% IRorststeveC3at300.010 f 3