HomeMy WebLinkAboutPOOL SPECIFICATIONS' '� �' � "' bate:zOzt.oe.04zt:4o:44-04'00' I` HAIR OR800YENTRAPh1ENTANpDROWNING,
� NAVEAFiRSTAiDKITATPOOLSIDE ���������.(������.
O8-OQ�-ZOZ1 'ffi NEVERSWIMALONE: �:� � -..
� NOJUMPINGOADIVINGiNTHESHAttOWAREAOFTHEPOOL N�%'/j �'2 ,.,-��l�t'/a�p�(! �/orn�2
M. Randall Rodgers, P.E. ID. DONiALLOWCHILDRENTOPtAYASTHOUGHTHEYAIiE DRDWNItJ AFALSE
FL LIC. NO. 68Z1Z AtARMM(GHTOELAYARESCUEINTHE EVENTOFAREALEMEAGE�C,Y. �j� 1 1
R WHEN DIVING. ALWAYS ENTER THE WATER WITH YOUR ARtv1S EXTE DED FIRMLY 112 �v�L/� AI f� 4Iz WIGS t!%p �J�
1801 Hazelwood Drive OVERHEAD AND KEEP YOURtiAN05SOGETHERTOPROTECTYDU HEAD. r
OIVING INTO 5HALEOW WATER CAN RESULT IN CEf3VICAL SPINE IN3 RIES _ ,.l G of S GnI /�L/F, ri� � r(�// �7
Ft. Pierce, FL 8498Z CAUSING PERMANEtdT PARALYSIS. NEVER DIVE INTO AN ABOVE•GR UND PODL �'7
Phi: (77Z) Z01-1634 ;;a AVOID THE USE OF AECOHOL OA OTIiER DRUGS AROUND WATER: CP{: 94��3�'f3
—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 FBl
—Skimmers comply with FBC
2020—R4501 21 2
—Boll bearing capacity ossumed 2 OOOpsi ®95% compaction
—Eouipment Foundation 3'xT
cone slab min 3 5° thick Dour in
place or approved Hurricane
Rated precast equipment pads
—Water Heatlna eawpment to
comply with FBC 2020 R4501
WHEN PROVIIDED
-SHALL BE AT 20° MAX PRESSURE GAUGES INSTALLED ON
ELOW THE FfLTER PUMP FOR FlNAL INSPECTION
WATERLINE
_ 76" � � -
N
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.37
Feet Of Head Feet. Of Head
Vacuum Head + Pressure Head
Total Dynamic Head
SWIMOUTS
CND. SCALE).
jB COPPER
TO LAID --�-�.
HYDRO -STATIC RE71CF
DEVICE INSTA I Fn ru
AREAS THAT IX D 7� HORIZONTAL INSTALL
WATER TABLE IN gum I
RENCH DRAIN
(8 COPPER
TO GRID
VERTICAL INSTALL
m Aeµ7 Rm
PooiBond PB-2008
2" POOL Install in Plumbing T at least 3" Below
Water level in Return Pipinganstall
in sprinkler box for easy access
AIN DRAIN
- POOL DETAIL WATER BOND DETAILS FOR
CNO SCALE)
NICHLESS LIGHT SYSTEb
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4' 7HICN WADS W//3 REBAR ®12' O.G EACH WAY
3' TO 6' — 6' THICK WALLS W//3 REBAR ®12' 0.8, EACH WAY
0' m J' — B' THICK WALLS W//3 REBAR 012' O.C. EACH WAY
._ . .._..-s ft —_
rc. 3 ft.
IJ�' GEC;
._ ¢ , l ,
3 nT� 3
�r C�� 2G, °O C
- Oca�
� ���
IXCAVA710N INm THE ANGLE OF REPOSE IS AllOWABLE PRONGED:
- Vv 'SHORING LS INS7AllID AT IXCAVAt10N AND SHORING SHOUW OE
____ _ _ _ SUFFlCIENi TO SECURE SOILS FROM EROSION OR SEITLAIENF
e f *1•�� J• � • NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOE$
' COMPACRON IESr OF 7NE BACKFlUED MAIERW. ARf PRONGED
PRIOR TO THE POURING OF THE PATIO
IBC. NOTES '=
r n �,
t. ALL STEPS AND SWIMOUr RENCH: EDGES
WILL HAVE 2x6 CAPRLE.BOAOER OF.OPPOSRE
COLOR OF GEM FlNISH FOR VLSIBIUIY
2. HANGNOW TO BE INSfALtEO ARE WHERE
DECK RAISED +6' ABOVE POOL
�WAIERDNE ��.
—. ._. ry
m o � '. S EP DETAILS
zo �' x � ' 0' " 1. TRFAO IS MIN OF f0' WIDE
4� .• 2 BOTTOM &TOP RISERS MAY VARY IN HBGHF
"S. RISER NOT GREATER iNAN 12' IXCEPi BOTTOM
� � e ; � • .,4 + STEP WHERE OEPtH tS 4' OR GREATER
0 0 • •� • 4. ALL STEPS TO BE SODG GUNRE 3000 P.S.I.
. a -
-- - ' STEPS
_, � CND SCALE>
UO]Et REMOVE CRAZE k Y' PER t7—__,__ MIS N SLO_ P— E
WELL POINT PWC FROM AWN
ORAJN 6: ATFACN ANL PNAP
DNE WdEN EMFIYINC POOL ;. •�.: n;::.. •:.��. —j�
6"z6' TILE :rl -
, —{-
GRATE SHALL ... DECK BY OTHERS
DE SECURED IN INTERIOR
PLACE SO FlNISH
THAT TOOLS 4$" IYP. WALL-3,000 PSI GUNITE
ARE REQUIRED
FOR REMOVAL STEEL—TIX FORM
6" TYP. FLOOR ':"��• OR KRAFT WALL
TRENCH ORAJN 3,000 PSI �3 ®12" O.C.B.W.. - -
GUNITE-. fl NOTE: FOR DEPNiS -
TREADED GREATER itiAN 6' AOD -
PLUG :' 'i ' {. '! •., '�' ' (T)((3 COVE BAR ®6" O.C.
- :GRAVEL DE -
TO PUMP__►. ......._
TYP. WALL SECTION &WELL POINT
CNO SCALE).
NEATER
- CHLORINATOR FlUER
- Pppl ftENRNS.
HEATER
aY—PASS
SKIMMER.
- �iNFi �F�N C�p7AER LINE
PIPING SCHEMATIC
Pool ucHr
JUC710N BOX
YARD 8Y
z �p �.-�-:��.—�.�,P.00L PATIO EDUIPMEt
WATER LEVEL � � I^ "':':r:�'•'�."
UNDERWATER G :'< L 12 VAC FROM -
UGHi � � '�E:� i • POWER SUPPLY
- SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
POOL FlNISH
t" Pvc
•'.^�C � SCHEDULE 40 PVC SLEEVE CONDUIT
��y
NO BONDING
- OR GROUND
- REQUIRED
NICHLESS UNDERWATER -LIGHT DETAIL'
- CND SCALE>
...............,--._.-.. -._, _.-....-....- ..,.�...._ I
PUMP W/ WVR &
DNi SRWNFR
CUSTOM -MOLDED PRODUCTS INC.
slue F HANNLT o a o mFr CMP 25506-32X VGB
PER FR SOF 66 COMPLIANT 32" CHANNEL DRAIN
COMPLLANr Wmi
2020 FLORIDA BUIWINC CODE
usLED m asM�iAua AtF�
32" CHANNEL DRAIN AND SUMP
25506-320—DOD
"THREE 2" SOCKEF x 2.5" SPIGOT PORTS
•DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
"UdAPO DSTED FLOW RATES
'WHNE PVC BODY
'CDVER GOES OVER BODY TO GNE FlNISHED LOOK IO PUMP
The maximum Flow rating For this suction fitting with the center part plugged and outer parts
open is 306 GPM (floor) and 212 GPM (wall) when using 2.5" pumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2' plumbing. The maximum flow m6ng far This suction
fitting wiU the outer ports plugged and the center port open is 20D GPM (Roor) and 16B GPM
(wall) when using 2.5' plumbing and 164 GPM (ftcorj and 176 GPM (wall) when using 2" plumbing.
�t�� ' INC..
DECK 1 ROW OF WATERDNE HLE
3'—s" — WAIERDNE
5._srr uclR
LflEL FLOOR � L a3 STEEL ®12' 0/C EW..
''"'-� s' THICK
POOR SLOPES
FleeR tlePF CNAIr RF
- RpmN�°'Y nnmP'Ax.
CDMPLY Wml ARIMJ[C 561
It1RU a.6.S .
n, tln nF nm nm,e
TMF .�^".` wa
Towa o_ oar A x •�
BDLLtiCfED I roor IN 7 roor
42'-4»
TYPICAL SECTION THRU POOL
-_ CNO SCALE)
WdDS
6tt9U.
tiDI
sLvpE
GBEAIEB
18AU_ll:
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 gat
(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 inch to keep velocity � 8 fps max, at 82 gpm Maximum System Flow Rate:
Return Piping io be 2 inch. to keep velocity ®8 fps mox. at 82 gpm Maximum System Flow Rate.
Main Drain Cover( SEE ABOVE )System flow Rote must not exceed approved cover flow rate.
(Make and ModeQ See Engineering Page for Drain Canfiguraiion
Pump Model PENTAIR SUPERfLO VS H.P. 1.5
ToW H.P =H.Px service factor. 7 H.p, or more must be 2 speed or vadable speed
Fllter Make PENTAIR C&C Slze 150
Fltar min. area based an 6hr.lumaver llowmte pool gal./360 min.=Flow Rete
OMde O.P.M. byCedddge=.375 or Send=l5 of D.E.=2
TlmeControllermake ON PUMP Model -
- Controls muslopemfeeminlmum of two speeds.
Thehl hers ed overddets not to exceed onenomW eor24 his whichever is less
ELECTRONICALLY SIGNED &SEALED
M. Randall Rodgers, State of Florida
Professional Engineer; License No. 68212
This item has been electronically signed and
sealed by M. Randall Rodgers on the date M•��•LRODGERS,P.E.
Ft. License No.68212
indicated here using a SHA authentication code. tBDiHazehvoodDdve
Printed copies of this document are not considered Ftpieme,FT,349a2
signed and sealed and the SHA authentication (772)2D1.163a
code must be verified on any electronic copies.
POOLS BY GREG 08-04-2021
HRIBAR RESIDENCE ***ELECTRIC. NOT INCLUDED***
112 ISLAND DUNES COVE
JENSENBEACH,FI, rRBPaLtBDBY: .SHEET:
_ __ STEVE HORST 2 -
DRAFTING &
DESIGN SERVICES 3
.-. (772)201.7846 horststeve@yahao.com
�s^t ):311;iiihia�e�LoL�u
�r
l�i��:�+�fi
P m6nPxdlraGPna
P vi Yvlumvigallebah 1gs6a.eppattonp suialvn Linl 1.6011
tvmarerinvuisR dAOnwrs -
Flllnllen flavi Ralm 67.56 GPM M xlmvm Flvw Raie. 73.43 GPM
6 tectetl Components
SFl£Ci Px HA%IHUM PIPE VEteCItt IR,SECI LpN OUiI£i B
rr B
I ulml E 40 00
�� NAlx pRax
�,;,. muppE 7g 00
rY� cxaETuax 3 � sRSE Exvow o•n trr
.q tt, e
^" pE :Ref tT �.
�^ q PR rIAraRx T .-.
-qy- rEE mnouml to 0
a.rr r y„sp,pyt vscx.RaE 2
r'xTs a.. M1YVMVE.... 2 .. _..
cEPex ANPPLEAR � T
S).
Ste* T
nu/4-nn"I un.atitt -
swERnpvs - T _
a
R it Y TDNC l taboo
73.43 GAVMIN MarR au 73.43 CAU191N
xeadlpss-48:12FT HeadLpssatMaxFlawRalealMar bE.12FT
RPMI
REOUIREbIdIIUlIUM PIPE 511E
-IRIetP'pingl '.3gg bisxhargePlpin9 � 20g
PUFIPRPM '
flow Ratea15eledfed Pump RPM: _7g.43 -Pump RPM: 3456 J',.
Head Lpssat5elxled Pump RPMI ':fg.t2
`SYSTEM HEAD PRESSURE CURVE
6YP@dPSELECTION
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gn..
LL
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re _ _.. -
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p.... _ _ , _ _.
R Io Io v w so eR ro ao so tm ''
l'oh neuc Flbsl FAie tCPad)
-{lepl System Curve. -Pump Curve g Desired OpelatlPn PEim -Clean System 1 Pump Opetallon Poinl
fie Association of pBG-HRIBAR-LOW
Pool &Spa Professionals°
AN6VAP6PACCtSe
ENENGY EFFICIENCY COMPLIANCE INFO6MATON FCG RE6IOENNAL 6WIMMING PO015
PRoIERNAMe
nxo ADDRERs
HRIBAR
COMRACroA NAME
nxvnohREss:
POOL BY GREG
OWNFR:
[[IMRnCYDRPNGNe Date 8-4 21
npr lApspllil [p rth'n,,,mka�wupa:Iso�t:rennn/npsPnEE m2ou bmbp,cloerar r oo�h•pv
sn Die x�q oearympq
vAm the nnsUAPSMCGssa:ouaiRd,mwnlu,ran be nmwsed atwww apq.urg.. -.
1. ¢5.2.1: Calculated pool siplume
a. Gallons: 78.563
1, 1B.Sfi3 gplinns
b.ePl<ulpted Gvllont:_(su�ce vre°JX_(average deplhJX7.4B j6ol/It"3J=__
_
2. §62.Ie hlchlated 6ltratlbh Oow rate
2, 52 gpm
_
(Pool volume �3606r3EpPm whlnc�verls lvrperl
3. 45S.1: PIPe sIxlNg:
a.Mil cd pipe diameter '.
3a. 2 Inches
rEnl etmalkatprprrimframTvbk]wflnv6jpiJlawropWrylhefamrarmarlMnilrmi)
_
b. Minimum suttion hanchpipe diameter.
3b. N/A Inches
(roi Imehrmz_fapmleervpmvlpr:_rgvonnnl=eropmPawrpm _!g➢mA
EnlrrfhezmelklryapeArejom TaMel wllhvpfpsnow<apvrleythesvmevrmvn roan the takvfaktl
siCll b drA .)
[. MI i t pip di t
3c. ? .Inches.
(Fnl he Wa➢ ih I T bk x1h I p ry be h nlmm}J
d..Ml Im td b h ptp dl t
3d. NIA Inches
(C rrui z (P) rA a: f slry1•M1a nMJb (q )..
F Ir h k rlmm T➢61[xwllha BlPFApwmyotlrythr ore than tM rPlculoleE
m b NJI - -le.)
4. 46.4.1. Fllter type d I
a. Flit typ ([ rt Idg OE Sa dJ
qy CART
qb, 138 ft.
b. MI I tilt r
(c k I } la 1 PI 1 fpPMAroA
sq•
nr l F mprw.Ixs s e F ny
5. §SA2 exk sh Iv Y X N 7
N/A
(wh udnyP backwsh F. rtsup ll 3 2lndres wh' hlarperl
5. Inches
Iw`^"'
Teblvl
6.51 gl speed pump I N ( he u d(:.
46.1133 LForiMglraperdpumpswllna tmal horsepowere.99p I 1 Gana enler><ompl ana pumplwm pm Pool Pump
�galawa..
a.P p d 1
6a. WA
6h. N/A
6.T t Ih p er
7.Multi-speed pumpzelecdon (When used):
_
46.3.1.1: Pvv1i l7,eW pe by orlric xkcipum➢/mmfhrdatobnmxilhaCLrvtA pym/lowrquvita�tem}orlrss.
433E}; Poab IT,ppl pplbnrarmare, uhttpump"J�om tM dvavbvie wllh a Nrve�C pvmAmVegvoltoltem}arku
snivtri:r➢eedpvmprmmt nos<ones➢r<dihieasiwtml¢]✓eilh6nwlrtmene
PENTAIR
a. Pump model.
7a SUPERFLO VG
76. 6B gpsp
b. Pump bow
_
(4g3.T.l,p3.].I: Ayppmbk[vrur Aor[ppmfvwru-red In tlolvbaseJ
3/1I/15 - ANSI/AMP/IK�3351andaid Wlil ng Camminee Polm
1012
e ro
e ro•
lqm n
Secibn
Psqulrmnenta
qr
4.4.1.1
Neafe[hasno pilot light
4.9.1.2
Readily accessible on�off switch shouhtdd eutsldc e(tiie lseatet
X
Healers
4.3.3.3
No elecnle resistonce heating unless Poringraund Spa YAth tight NGingcvver with q-6lnsulaUdn,
vrfar pool with 60%pf documented pool heating iromo Ire solar or recovered energy..
4.3:2.
Healer. eHlGency:gas(oll Hred heatere(ilclency at least 7g%, heat pump COPatleast 4.0
%
5:1.1
Pool filter pumplisted in database
%
5.3.1
Ppvl Nlt p pwith total hosp 30 more is multi -speed
X
5.3.3
Multi�speed pump controller programmed tv default to the xltration RoW rate when no auxiliary
pool) ads are operating withip 26 hours and programmed with temporary override capability for
servitlng:.
X
Pbbl systems
5.3.4
Single�speed pump contr Ilex capable of operating pump during of6peak elettdc demand.
.NIA
55.2
Pipe betdre pump has at least9 diameters of straight pipe.
X
55.3
Syste I t Iled with sol s t pfor th f tore atldl0 f I heating q Ip nt by
Installs gib inches vfh rlx tal yr vertl Iplpe afterthe alte apdbfvreaheater, or builPlh or
tiullt-up connecdvrts, vrdedicated Meta and from the poaL
%
5.6
OlreNahallide[z farmiging pool Water.
X
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DESIGNED FOR:
POOLS BY GREG
HRIBAR RESIDENCE
112 ISLAND DUNES COVE
JENSEN BEACH, FL
ELECTRONICALLY SIGNED &SEALED
M. Randall Rodgers, State of Florida
Professional Engineer, License No. 68212
This item has been electronically signed and
sealed by M. Randall Rodgers on the date
indicated here using a SHA authentication code.
Printed copies of this document are not considered
signed and sealed and the SHA authentication
code must be verified on any electronic copies.
M. RANDALL RODGERB, P.E.
FL License No.68212
1801HgzelwtwdDrive
Ft Pierce, FL 34982
(772)201.1634
08-04-2021
***ELECTRIC NOT INCLUDED***
PREPAREDBY: - SHEET:
STEVE HORST
DRAFTING & 3
DESIGN SERVICES
(772)201.7846 horststeve(o)vahoo,codn