HomeMy WebLinkAboutPOOL SPECIFICATIONS2
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POOL SPECIFICATIONS
Max Width
i LI i Max Length oZi r
Min Depth
`'ji&" Max Deptb �u
Perimeter
-
17T Area
Elevation
r=/r_z_V j�Dirt from Exc.
Returns
_Vac Stub-
Cleaner
Other Plumbing
13ta1004_rR 1.110e
Fill fine
NCO Overflow
Tile
(p''X &' Step Tile YE 6—_
Cantilever
YE3 Bullnose jf}Q
Raisebean(s)
Light
Transformer
box
Timer FX -
Automatic Controls 'Z:rvrF_a;6Myh4T co P-rR4 =
Patio Type
Cf.1byc_t%5
Sq.Ft.
'3GZF7 Color G�wl3i GFt WC-E
Existing
Ft. 306- FT -
Footers
,Sq.
yr_-5 wJsteei#S YI NO
Termite Treat
'YEF,�>
Interior finish
C3,t�i
Pump
1L' i 1�H.P. V_634>5C>
Chlorinator
I YE NO Li42 7—
Bench
Handrail oc>
Gallons
Turnover Time Hrs.gMinsVt
Cleaning Kit
a1rLt?X
Heater
p Sze -
Formboard Survey
U_ NO f7f4Ti®
Final Survey
YES
Compaction
J
YE NO t31�G10=1 LL.
COMMENTS
T7r,> FQVC.F_ (SY OTNF~R:�)
WAITER glelEtt
Lf- at>P, L _k -
JOB SITE
y
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CONTRACTOR
SM FORM & STEEL INCORPORATED
dba }M CUSTOM POOLS INCORPORATED
#772-486-0821
tt�DpLL Ro "I' i
Lic.#CPC145PS6
.� N..•- ••. O .
�FtEU�GOMpi.��`NCY
Woj)e GCE GOU T 06-30-2021
sT . �-� 18acc
-IF 'Td,
F'L m%
m. Kaman Koag P
FL Lic. No. 68214
1801 Hazelwood Drive
Ft. Pierce, FL 34482
PH: (772) 201-1634
NOTE REMOVE GRATE k Jr TELL IT. PER sLal PE �
WELL PONT PLIIG FROM WN
aMn A ATTACH AUX. PIAp GRIMM u OF IRE (2) #3 REBAR OR
Ire WHEN EMPTYING root
eAW,nE (1) #5 REBAR
—Pool construction complies with FBC 2020. ANSI-7. ANSI-15 2 s7Ae
p �'" ," 25iOFIBER MIX JM CUSTOM POOL;,
—Water Velocity —Max 8ft�sec as per FBC 2020 R4501.6.3 " 4 ' W. W&L-3THAT TOMS,000 PSI GUNITE
—Pool Barrier to comppp�l f wtth Section R4501.17-7th edition FBC ra F 8" • •
ORM
—Skimmers comply with FBC 2020—R4501.21.2 OR WAR IWILL
Soil bearing capacity assumed 2.000pst @95% compaction 6' �- FLOC _-
" „° , GU3�1PY51 NO A,ORDEPTH. CPC 1458456
EgEdtent Foundation 3'xT conc. slab min 3.5' thick pour in awalE NOTE: FDN DEPTHS g
lace of a oved Hurricane Rated recast equipment pads TREADED ?-_ GWATER THAN 6' AM
—Water Heating equipment to comply with FBC 2020—R4501 PLUG` (7)I3 COVE eAR ®s 1
GRAVEL B TO PUMP,
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE) (NO SCALE)
_..__ 18COPPER
to =
WHEN PROVIDED DECK I ROW OF WATERLINE TILE
SFWl BE AT 20' MAX FILTER
UREPUMP
GN16ES �� FILTER
FlLT[R FM/' FOR FL4M1L INSPECTION CHLORINATOR . „ WATERIM
BELOW THE HORIZONTAL INSTALL Pup w/ IMR a 3— a I1BIr Wa1S
WATERLINE t w SWAM ra 5 —S SHINUL
7 NOT
.nu, ppa. LIVE -�' %3 SIM • 127 0/1 EX. SLOPE
it THICK GRATER
THAN
fillCAPER FLOOR SLC1Pf5 1t-
t8- TO GRID RM SCOFF 2& ff
N IF
VERTICAL INSTALLINSTALLSKa li ELYM ad rAwAND
W W,Y N IRIInFS 56)
Vacuum In X 1-1 Pressure (PSI) .31 3 2 it
Tlfw
Feet of Hew Feet Of Head RE SAW Or HE worn
THE SHOLOW PoolBond PB-2008 W THE DEEP � SH(
1pw Na ENiID 1 am N 7 Wa
Install in Plumbing T at least 3' Below-}x32 cTT`
Vacuum Head + Pressure Head Water level in Return Piping.lostall CTy 1,11- 5'-0
= Totol Dynamic Hood in sprinkler box for easy access
, s
28 —0
SWIMOUTS WATER BOND DETAILS FOR PIPING SCHEMATIC TYPICAL SECTION Ti POOL
(ND SCALE)
MCMESS LIGHT SYSTEM (NO srAw
CUSTOM MOLDED PRODUCTS INC.
WORD -STATIC REuff SWE Gafaal DA gnlEr CMP 25506-32X VGB
DENCE 11MA11ED aV PER FRC4501.6.6
COMPLIANT 32" CfTANtR BRAIN
AREAS TINT EXCEED
>&TER Ii IN SHELL COMPLI Nr NAIe
20A FLOROA RALONG CODE
LISTED TO A51E/NISI AT 1219.8
TRENCH DRAIN
' _ ,`.
'"A
32' CHANNEL DRAB! AND SUMP
.
.i •
25506-320-000
'THREE 2' SOCKET x 2.5' SPIGOT PORTS
-In WAM
-
-DEBRIS GUARD INCLUDED
s38.79in7 OPUN AREA
*WO LISTED FLOW RATES
2.5"
*WHRE PIC BODY
'COVER Poxp
'COVER GOES OVER BODY TO GIVE FINISHED LOOK
MAIN DRAIN
The mans num flow rating fur this suction fitting with the center port plugged and outer pats
open is 308 GPM (Door) and 212 GPM (wall) when using 2.5• plumbing and 26B GPM (floor)
POOL DETAIL
andd 19 (wall) when using 2 plumbing- The maximum flow rating fa this awkim
fitting W Pugged port open is 200 GPM (Boor) and t68 GPM
(NO SCALE)
(wall when using 2.5• plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' Plumbing -
Pipe Size
6 fps
8fps
1'
16
gpm
0.14'
21
-gpri
0.23'
1.5'
37
9pP1
0.08 '
50
gpm
0.14'
2'
62
gpm
0.06'
82
OLIO'
2.5'
1 88
gpm
0.05'
117
gpPT
0.09'
3'1
136
gpm
0.04'
181
gpP9
0.07'
4'
1234
gpPT
0.03'
313
gpm
0.05'
6'
1534
gpm
0.02'
712
gpPT
0.03'
OUTSIDE ANGLE OF REPOSE
Pisa UPIT
6' Nat FTNIIER - V rNim wii w/13 RrOAR 012' a.G EACH WAY
3' TO 6' - 6• THICK WALLS w//3 REBAR •12. O.C. EACH WAY
on
Determine System Flow Rater Killimum How Rate Required: 35 gpm per skimmer
0' TO 3' - 9- TICK MIS w/13 ROW 012. O.C- EACH WAY
YARD BY
1. Calculate Pod Volume: I I= fL XXX x 7.48(0/Ft) = %LX? gal
Z i� POOL PABO EQUIP114uPuiTu1l
(Surfbce Area) (Average Depth) (Volume in gallons)
9 R.
4141
- --'
2. Determine Flow Rate. XXX gal / XXX XXX + XXX = XXX
lEt�l
(Volume)WAFER(Turnover Minutes Pod Flow Rate(Feature Flow Rate (System Flow Rate
6 n.
' :
Determine Pipe Sizes:
Trunk Piping to be 25 inch to keep velocity 0 8 fps max- at_ 117 gpm Maximum System Flow Rote.
3 tt
72 VAC FROM
Return Piping to bed -inch to keep velocity 0 8 fps max. at_ 117 gpm Maximum System Flow Rate.
POWER SUPPLY
Main Drain Cover( SEE ABOVE ) System Flow Rote must not exceed approved cover flow rate.
_
IXLIf SIZE AS DEFB4* D
:.
(Make and Model) See Engineering Page for Drain Configuration
RY LICENSED EEECTRICNN
V c0
POOL. fm t
-,-k-- 7' PVC
(Q�
- SCHEDULE 40 PVC SLEEVE CONDUIT
KID D THE ANGLE OF REPOSE IS NLONAR E PROVIDED.
•
NO BONDING
OR GROUND
Pum Model PENTAIR tNTELLIFLO VS-3050 N.P. 3
P
V��' SNORING IS I&ADED AT EXCAVATION AM SHORING SIRMRD BE
PlS> RWRCRR TO SECURE SOILS FROM EROSION OR SEOLDANr
REQUIRED
Total H.P: H.P.xsemilubdio.IH.p.amaemusl be2speedavalfa"espeed
NO UNM60M OCCURS OR OCNaR -> ' •> ' IT MY DOES
NICHLESS UNDERWATER LIGHT DETAIL
are��m6hr.tArIR Cf&C��$grzei��150Rawflak,
COMPACTION TEST Mg7� ARE
PRIOR TO BE PMW OF RE PATIO
FiltFitlerMar min.
<NO SCALE)
Divide G.P.M. by Garbaje=.375 or Sand =15a D.E.=2
Time Controller make ON PUMP Model — —
—
Cadrds must apace a m ummum down spaids
MISC. NOTES
The ' aerades nottoexGem aMrarmal a24 Ml"dwlaalr$
1. ALL SIEPS AND SWWW BMW NGFS
OFCAPTILE BORDER OF OPPOSITE
tttt111 P N 1 fitWILs
COLOR OF CO1 FINISHFOR VISY
�pa.. pLL R..
z 11Vi01plD to BE INSTALLED ARE WHERE
.`
DECK RAGED +6" ABOVE POOL
•.• V F .,'15
M."8ILRT211P72
WINDOW
Na 2
tV
y±OL(.LiaWe
�7 t(7TCtwand l]11VC
9
06-30-2021201
wx SHIP
E OF ••���
DTS' I(�/l�t'�R. I+.-Wttf%%
b N 1. READ IS M" OF 1a• WE
r'' x
�0\
< O 2 BOtlpl t TOP RISERS WAY VARY IN HEIGHT�
g
'
_ .-w S RISER NOT GREATER THAN 12' EXCEPT R07TOM
IM t.VU! VM T Wla , f
• •4. NEE SRPSSTToro�r�'""saiA GUN fE � P.S3.
:#E�C�I ivol I�LUp#
25 .•
COM ONRMENCE
--
5812 PINE TREE DR PREPARED BY: SHEET -
STEPS
Ff PIERCE, FL STEVE HORST '
(NO SCALE)
2
DRAFTING&
DESIGN SERVICES 12
nnr2m.'raeA 1v i cfo9dda.6.... _.._
+PENTAIR
TDH CALCULATOR JM-coNDON-Ium
_.-- -STEP 1 -.... STEP 2 ii
PODL SPECIFICATIONS _. SELEC)EtNllR§Elfi Y.
STEP 3 OF 3: TDH CALCULATION
x
i:e ate h :; m•xr �r ra��x3a � . ws�j „`'b*1 f e`r'••..:. : ,�.,. ;� �.�. <
I Heal YelmlhelYSRemi: teSfRifeWt it Surfian Lm: t.WR
Twno lhcunH: 11,1111 event
FilValian Flaw Rate: 3u00 GPM
Mavrmum Fbw Role 7 ,206PN
1,
xi�.A.
' i
�.
H
�'T
k1A�71' WP[VELOCm'1RT/SECf
MlldrdlltEE 0
,.
!.
e.. .r
WINE
WW„�Ipnl w„w«Iw�
mscRARRE 0
Ni ORAm
t
._.
._...
mtuwPmo Leuarapfl
atLET 58.00
osc eux 94,00
I3
to INCH RETURN
4
ate:"
w
90 pE6REEELROw
am b
vill
RI$¢XARp[ 77
2i
I
ICHLRR 15
7
TEE TNflWON
-
IIBEf D -
msc See t, 3 s
_.. _. _.
._III
s->
Xr 3WAYYLLYE
3
15 DEGREE ELBEN
wL[T 2
..
...
mseNNINE 4
aEARAMDr1FIR
t
,
fhmusllwRrstESt�.w.5vas,w,oRvs
L-
gw RaY
it Mdal
Meatl L¢ss
76.87 FT
Mead lussrt Maz F\ow
RPM:
1 rift,
.<
j fiNtilliti6eieded Pump RPM:
t§►'20
�-
I'
.
■
Q Ap � olion off k® JM-CONDON-LOW
This inl W nation 9 W et wx P0.aed bI Me uSPss aaNemial Swimlling Pod atM sin E^n8Y m�w+.l5tadmd vfriu118 fwmxttee
of Me nssaliaam of Poa1 antl
sfa
PrafestiwGslAPSPI aizmtpataftle AmHiaanMmwwsr aamhxwAPs>na-Sea am]nlars:laandfwinrwtmnwtmr.
tmo-aew,stwre aLw.earocommly
wnh the ANSI/APSPAtt-]Sa ZltttstalWE WhiNanbepndsamd xxww.aow.wg.
L §5.2.1: Calculated pool volume
a. Gallon: 10,500 ;or
L 10,500 gallons
-_
b. Cerobted CWken (surface weeiX (avemcie depth) X Z48 igull M3)=
2. §51.1: Calculated fiftration flow rate
2. 36 - gpm
/Pool wkwne : 36aW 36gpm whkhever 8 brgn)
3. §55.1: Pipe sizing:
a. Minimum suction pipe diameter
3, 1.5 inches
_
(fern dlesmol otpipesve fmm 711 k 1 wrthab jps Rvwrapac tYNesamewmare dmnitem 2)
b. Minimum wction branch pipe diameter
3b. WA inches
-_
foJeI, fe:tt¢mL_loam)-aronch Pipes_/pWndry)=brvachfbwrWe_(axnl
fern dresnwReYfRpe�hom Table] ivaha4fpzfk.,a tit, the. et. than NlecakvlvtN
sw:rmn murchr.m2)
e Minimum return pipe diameter
3c 1.5 inches
(Enter the smRllest PP sbefrom TAI,]waftR afpsflow capar4y W w,re W more tkmr Aem L)
_
d. Minimum return branch pipe diameter
3d. N!A inches
(CokWam ttemI _(gam):eronch Pipes (gwnfity)=broachjbwNV_(Rpm).
FnM the smalkstWKsi eJinm Tobk ] wifha8 fpsfbwrppadfyrhesamewmwe tlwn [herahubtM
refwn bonchfbwmk)
4. §SA.1: Fiber type and ON:
a. Filter type: (Cartridge, DE, Sand)
42.CART
�. sq. ft.
b. Minimum [titer area
-
(Cakubt, deml_(�)ellnfacmr (waS9t'M
Feerfortors. ..n Tin �Smd=13, Dien smxnm Fmtiv2
5. §5A2: Backwash valve: Yes, X No7
N/A
S. inches
(When usigo backwash w ,,Ines, leseloJRem 3r wl mMes sMioesab ern)
IWnM�wi
Taber
G weed pump Selection (when used)-
§5.1-L 53.1: For vnfly-s pomp,wAh-total hwxpanb 093 ac less, fkW a Cn4was ,Viaril pump fmm the Ibd Ptm,
Decease.
a. Pump model
6a. N/A
6L NIA
b. Total horsepower
_
7. Multi -speed pump selection limber, used):
§s.311 Pouts 17,=aHICm or les;.reketpump-jean the darobase wet a c A 4pm ffoweAwlro item2 Wks,.
§5.122 Pooe ]l,Ltl] 9aMom wmort. sderrpwg•ywn Medmobosewah o Ctwre-Copm Rawepmlroltem l W ku
•MWfFspeedpumps mmtlm.e wtewKdsffiodthmspr f ,[ram rern.'remenG
PENTAM
a. Pump model
70. INTELLIFLO VS
-
7b. 40 gprn
b.Pump flow
_-
(F53.2],Sa2.2.ApplrcabkfunsAWCa flewhsredm dTroeose)
3/17/ss ANSI/APSPRCC- 15 Standard Wntmg commute farm
1.11
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOI S
convannet
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ial� j I 1
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..mom I
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3/17/15 ANL/A ACC-ISS w4Wnang Commit.re 2of:
Af/SPAPSPACC 15a EIIHNiY9iiQBICY COMPWBCE BIFd[NATION Fdt BEgOENML>'WIMMNG POOLS
rRotEa NAME.
ANDAWRF9$
CONDON
EONrFACTOR NAME
ANp ADDRf55:
JM CUSTOM POOLS
CDNERA[fOP PMONE
MIE: G-3O-Zt
Sn1m
4.4.3.1
Heater has no pilot light
N/A
4.412
Readily accessible on-d[switch mounted outside of the
Heaters
No decree resistance head rug u inlground spa with tight fitting cover with R3 insulation,
4.3.13
W for prrY witM1 ocumented pool heating from on -site scar w recovered energy.
Heater efficency. gas(dl fired heater efficiency at least 78%, heat pump COP at least 4.0
5.11
Pool filter pump listed M database
X
53.1
Pool filter pump with total horsepower 1.0 a more K multi -speed
X
Muhl -speed pump controller programmed to default to the filtration flow rate when no aladgary
5.3.3
pool loads are operating within 24 hours and programmed with temporary override capability for
X
Servicing.
Pool systems
5.3.4
Single -speed pump cmtro0er rapable of operating pump during off-peak electric demand.
WA
5.52
Pipe before pump has at least 4 diameters of straight pipe.
X
System installed with scar, or setup for the future addition of solar heating equipmentW
55.3
installing 18 inches d horizontal a vertical pipe alter the filter and before a heater, m buiRin or
X
bulk -up connec0on, or dedicated pipe to and from the pod.
5.6
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JM CUSTOM POOLS
CONDON RESIDINCE
5812 PINE TREE DR
FrPIERCE, FI.
�Ov�tp1*LL RO
fd.R01M6W12 'T
ReNa 6R212
iglrpad Drive*
Re,1i 37982 '<
rent &T14TE OF
*"afCiPoC NOT INCLUDED***
1'RFPARFDBY: SHHFE[:
STEVE RORST 3
DRAI'TING &
DESIGN SERVICES
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