HomeMy WebLinkAboutConstruction Plans43' 6"
D"IS RESIDENCE
SPA EQUIPMENT LIST
(1) MELODY SOL LED
IAIN DRAIN: CHANEL
YDRO JETS: (4) FOUR
ETURNS: (2) TWO
UMP: 1.5 HP 2- SPEED
IR SWITCH: (1)
Head west toward US-1 N/S US Hwy
1
11 s (259 ft)
tinue on US-1 N/S US Hwy 1 to W
Angle Rd
20 min (9.6 mi)
Continue on W Angle Rd. Take
Johnston Rd to MEADOWODD
ENTRANCE GATE
trough gate, left onto Conifer Dr
7 min (3.5 mi)
2626 Conifer Dr
POOL EQUIPMENT LIST
'3HT: (1) SAVI SOL LED COLOR
ANSFORMER: (1) 300 W TRANSFORMER
NCTION BOX: STANDARD ]BOX 5 HOLE
IMMER: 2" AUTOMATIC
LIN DRAIN: CHANEL
DRO JETS: NONE
TURNS: (3) THREE
CUUM: (1) ONE
LORINATOR: DANDY TRUE CLEAR SALT
.TER: DANDY CS 100
MP: 1.5 2 SPEEDPUMP
ATER: AQUACAL T115 112K BTU
_.BIER: STANDARD
DECK TYPE: CONCRETE
DECK SQFT: 660 SQFT
EXISTING: N/A
FOOTER: 8" X 8"
WATER FEATURE: (2) 2' SPILLOVER AT SPA
SPA: +6" RAISED WITH SPILLOVER, 4 HYDRO
ALARM: DECK GUARD
SCREEN ENCLOSURE
Scale: 114" = 1 It
03-04-2021
'7.1O-s'C7��I
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCIN ro
LL
G E N
�.�////gyp' •. �d%
�•, ESTATE OF
M. Randall Rodgers, P.E.
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
-Z)Klmmers Camp wtin rt1L, LULU-K tDu L.L I .L
—Soil bearing capacity assumed 2,000psi @95% compaction
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in
place or approved Hurricane Rated precast equipment pads
—Water Heating equipment to comply with FOC2020-R4501
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(ND SCALE)
PRESSURE GAUGES INSTALLED 0
FILTER PUMP FOR FINAL INSPECT]
mum onwA.
A A `
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31
Fed Of Head Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' TARO( WALLS W/13 REBAR 012" O.C. EACH WAY
3- TO 6' - 6" THICK WAILS W/13 REBAR e12- O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/13 REBAR m2" O.C. EACH WAY
6 ft.
3
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED.
* SHORING IS INSTALLED AT EXCWXTION AND SHORING SHOULD EE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
• COMPACTION TEST OF THE BACKFlLLED MATERIAL ARE PRODDED
PRIOR TO THE POURING OF THE PATIO
MISC. NOTES
1. AL SUPS AND SMMOUT BENCH EDGES
Will HAVE 2x6 CAPRE BORDER OF OPPOSITE
COLOR 6F GEM FINISH FOR V1SBILAY
2. HAk1FBID TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
N 4a
STEP DETAILS
1. TREED IS MN OF 10' Wes,
2. 910BOM & TOP RISERS MAY VARY N HECHT
3. RISER NOT GREATER THAN 12• EXCEPT NOTMN
STEP WHERE DEPTH IS 4' OR GREATER
4. ALL STEPS TO 6E SOLID GMNRE 3000 P.SL
5. SIN SHELF CAN BE DESICNED AS 1ST SIEP.
6. A BENCH CAN BE DEMO AS No STEP.
STEPS
(NO SCALE)
NOTE AnaRr aiATE & x_PER Fr. NON y
WELL POINT PLUG FROM WIN
BRAN & ATTACH AUX. PUMP OEM ON UP RKE POOL lnvo
LINE WHEN (2) #3 REBAR OR '
BAIMI G wi/[ BE » '.. '...Y-.i.:
6'x6' TILE (1) #5 REBAR
GRATE Stall 4' STAB
BE SECURED IN [INTERIOR 2500 FIBER MIX
PLACE SO FINISH.
THAT TOOLS q!¢' W. Wy41-3,000 PSI GUNNE
n
ARE REQUIRED
FOR REMOVAL SITE].-TEX FORM
OR KRAFT WALL
6' W.
TRENCH DRAIN FLOOR /3 0 12O.C.B.W. RR
NOTE: FOR DEPTHS 8
.TREADED , . GREATER THAN 6' ADD
PLUG • a ,.; (43 COVE BAR 06' O.C. '
GRAVEL B TO PUMPw�
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(Nu SCALE) (NO SCALE)
OVERPOIN OR CAP TILE
WHERE APPLICABLE
6'x6' TILE 1
SPA BENCH 18'
BELOW WATER LINE
lYtAIE SHALL
E SECURED IN
PLACE SD
7
THAT TOOLS
ARE REQUIRED 6";TYP.
FOR REMOVAL
FL
a.
TRENCH DRAIN
!.•(»•
GRAVEL BE
WATER LEVEL
616' TILE
— Q4" TYP. WALL
4' STAB
2500 FIBER MIX
STEEL-lIX FORM
OR WAFT WALL
13 A 12- O.C.B.W.
"' rvwr
SPA WALL SECTION
(NIT SCALD
VENT ONE NOT TO BE
FURTHER THAN 40 FT
FROM POOL. 25' MAX
WET LENGTH
TO JET ,
PUMP .Yti
32" CHANNEL
TO PLR }- -
DRAINVENT z
+-
Ar
®0w
SPA DETAIL
(Na SCALD
POOL LIGFIT
JUCBON BOX
POOL PATIO
12 VAC FROM
UNDERWATER POWER SUPPLY
LIG
pi:SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
POOL FINISH
FILTER
PUMP
N TO AIR
VENT
YARD BY
:s �T SCHEDULE 40 PVC SLEEVE CONDUIT
t ..
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO
HEATER --
��� ---I HEATER
FILTER
PUMP W/ HAIR A
UNr STRAINER
PUMP W/ FWR &
t— UNr STRAINER
HEATER
Bf-PASS
SPA}Z®
POOL, 3 * OPNN CtENNRisk
C'TL VRO
i
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SNNGtE CHANNEL DUAL alnEr CMP 25506-32X VGB
PER FTK:4501.6.s COMPLIANT 32" CHANNEL DRAIN
COMPLIANT MIH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A11219A
32" CHANNEL DRAIN AND SUMP
25506-320-000
•THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*fAMPO LISTED FLOW RATES
*WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PMP
The maximum flow rating for this suction fitting with the center port Mugged and outer ports
open is 308 GPM (flow) and 212 GPM (wall) when using 2.5" qumbing and 268 GPI (Door)
and 192 GPM (wall) when using 2' plumbing. The maximum flow rating far this auction
filling with the outer ports plugged and the center port open is 200 GPM (floor) and 160 GPM
(wol) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' phouhig.
Jandy FloPre Series Pumps
Max -Rated NFHPM) PO7-
ram pRawac Tea wv+a: wrsA
Wearawmo4 qV
Taw aY+was neat
(mtaweYd
® m 90 .la fro � t!p fi tq +O rx! a® OY MO Rea xro ]ai x1e 1Aa
GPM ebw awe, (GPM) Wra to
ran
Jandy FlIePro Series Pumps
Max-RatedjFHPM) SPA JETS
RwwweM MpwMin
WW
■■■■■■■■■■■■■■■■■■■■■■■■'
��_��■■■■■■■■■■■■
NINE
MEN
�■�.�.'■II■■II■■■]III■I■■
son
0
III
Mi
PROEM
Q
IN
��9�'►�R�■�l�sl���■■■]■III■■■
J.nor+.Rn,GalFinaaarMMww
(oeMN
35
3'-3-
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL PUMP
1. Calculate Pool Volume: --- it_=x 7.48(gol/Ft) _ ----- gal
(Surfs a Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 975 gal / 270 = 34 } XXX = XXX
(Volum) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2 inch'. to keep velocity 0 8 fps max. at- 82 gpm Maximum System Flow Rate.
Return Piping to be 2 inch to keep velocity 0 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.
(Make avid Model) See Engineering Page for Drain Configuration
Pump Model JANDY FLOPRO 2 SP H.P. 1.5
Total H.P: H.Pxsavias1acW.IH.p. ormaemustbe2speed orvaddNespeed
F1gerMake JANDY CS Size 100
Filler min. area based on W. hrmovertlow rate pod gal. 1360 arm. = Row Hate
Divide G.P.M. by Cartridge .375 or Sand =15or D.E.=2
rime Controller make _6/A Model -------
Controls must operate a dr mum of two speere.
The N her speed override is not to exceed are nomal cede a 24 hrs, whichever is less
Determine Pipe Sizes:
Trunk Piping to be
Return Piping to be
Main Drain Cover(
Pipe Size
6 fps
Sfps
1'
16
gpm
0.14'
21
gpn
0.23'
1.5'
37
gpm
0.08'
50
gpn
0,14'
2'
62
gpn
0.06'
82
m
a a'
2.5'
88
gpm
0.05'
17
gpm
0.09
3'
136
gpm
0.04'
181
gpn
07'
4'
234
gpm
0.03'
313
gpm
0.05'
6'
534
gpm �
0.02'
1 712
gpn
0.03'
DESIGNED FOR:
LOUDENPOOIS
DAVIS RESIDENCE
2626 CONIFERIDR
° FORT PIERCE,' FL
Pipe Size
6 fps
Elf Ps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
S0 0.14,
2'
62 gpm
82 gpm 0.10'
2.5'
88 gpm 0.05'
117 pro .09'
3'
136 gpn 0.04'
181 gpm 0,07'
4'
234 gpn 0.03'
313 gpn 0.05'
6'
S34 n 0.02'
712 gpn 0.03'
JETS ONLY
2-5 inch to keep velocity ® 8 fps max. at 117 gpm Maximum System Flow Rate.
Lnch to keep velocity® 8 fps max. of 117-gpm Maximum System Flow Rate.
SEE A�OVE ) System Flow Rote must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model JANDY FLOPRO H.P. 1.5
ToW H.P: H.Pxsericeraft.1H.p. a main must be 2 speed Orvarlablespeed
RILer Make N/A SIB - - -
Filer min. area based on 6hr. tumovwrflow ralopool gaL /3W mn. = F DwRo
Divide G.P.M. by CarWp=.375aSand= l5 or D.E = 2
Time Controller make(/A Model ---H E I EW E D FOR
Conbds must operate a minimum dtwo speeds. /r®ALAI']] IAI*1 Y+C
TheN her ovwide'snatoexcmdonenamal aza V MPL ANCE
ST. LUCIE COUNTY
%CEAf
-FL IiTense No. 68iQ2128M2 =
�801 Hazelwood
' Do
p FL 34
98�
03-04-202F�aF
:
***ELECTRIC NOT INCLUDED***
PREPAREDBY: $MEET:
STEVE HORST 2
DRAITD&
DESIGN SERVICES
ICES 3
M2)201.71i46 horststeve@yahoocmn
Total Dynamic Head T
Calculation Worksheet J a�j Pro�es
asce
Company. WOEN Job #.J� Gale. 3Hl2011_-_.
Job Name. AVh9•HIGH SPEEG Address.
CRy/rown. Sfah.f---FL --1 Zip Cade.-..._.:_--_i
'` 9wavctionsr Gels can only ber edee to the yellow calls. Steps pi d I m hit cWculming Pool Volume in Gallons and lot eebbliehu, a
:Ymovw rote in Centaur Per Wnua(GPO}#the lu mere rebis Oieeeyeabbperad, Click on the GPM Cast at meendoldtep#2one ingot
-'Oow mle, Nee maeeeY to Melon. Praeaug Me RESE7bunon solicitors all i Wined inhrmanon to Start anew w merreet Worksheet een be
SandMeorpa tee hr hrbe�sFhwWoa.
GepOer a:,:t. _ System TDH Calcw r, ?-
A*
1000:we.1fe to alana uewwafkaheet.
Total Friction Loos in FL of 49.83
o wmMet Y(TOx)
Friction PA ctiCoss21.57
66 t --or is"tonel a comply who
.' -le u stnrfams Versa Plumb Reduction Rszwz :
'4 (,fate GPM d TuTnover Rate n MouM: 9 Y TON Reba lion 7.00
t- e 6 80 YtYa I Syate n TON wrth v 42.83
lahasib
fur'-doc vclociv. emn-d FV AP, � -
^ale Ia.e Tutal
Lr.. yn of SueaM.
"
1zm
aus
010
ON
2•
7."
_
0.100
am
am
`
1
2S
ddd
_ am
0m
0.00
w,uanms .r..
T
1"
ON15
ONO
am
4•
2.00
0.004
0.00
am
T
an
0B)i
ONO
am
.TOTAL
000
000
16
80
Tabf
aritehrm
Ve
etp artl.
1.6'
f258
0.345
10
"IS
1.49
r
7.0
O.t00
%
9.91
4.16
2b'
&4W
O.oA3
am
am
3•
3M
ON15
am
Om
4•
zoo
0.001
0.00
0-00
6•
an
0.0a1
TOTAL
am
13.06
am
6.66
'.
.•
:/
1Tobi ai each Sias
Fiat in YNbw
1:Y{
�
3'
6
027 3S6
027
0.00
0.00
Om
0.00
0.00
T
11
3
2
SAS
3.49
6.60
0.00
0.00
aw
aw
%00
2S
o.0a
0.00
FimmisM
R.rw.r
0.00
0.00
0.00
000
0.00
0.00
3•
0.00
0.00
talks sf r
amam,
0.00
ONO
Call
Om
{•
0.0o
Sao
el...
am
0.00
0.00
0W
0W
000
6•
cz
TwanaIeaw
o.ro
ON,
moo
Soo
000
000
RYwb
TOTAL
16.33
7.07
ampab
'YIF}TTTM�;'_
1 P Nora F t Ficu mm�tme
et UX er FL WweVi P51
Yk
Slap a
I
T!Tt'
Inputarara
input MYmbttnF
bdeelok
Ir. tmn
Fictl,n Lmakl l'
Recm Py
rl Rebm Eyebalb
RChunGe.t.
moyore,
Select Dandy 341/ay Valve
StrgpNFbW SI>Y
lour¢
"-'
.1.. ny..n,
era 01
1s
7--
r 3
2.s'
am
r
am
I
Step It 9
SWct FMw
FLa
Uain F,iMim
L�In
�IIIIIIIIII'.L'3'�®
- Ro�rwT,.�aa
Psi
1 t G t k w f o., V,I,, _-
1L a j 000
Select Jandyoheck Valve
swel,tat
G nwgh
Sa.,1A Flow Sloe:
x
'7--
2z39e•
Select
Jandy Check Valve se, a Rwr
90" FI J
1 r o.00 om
r o.00 om
zs• om am
TOal Ghecx Valve loss O.OD 0.00
Ste # 10
Selm nee f Lo,s n sl m Lo
4 -W`=-
jandycj Pro Series
a,mcnAC-
Total Dynamic Head
Ste # 10
Selm nee f Lo,s n sl m Lo
4 -W`=-
jandycj Pro Series
a,mcnAC-
Total Dynamic Head
T
Calculation Worksheet
<<J-andY�res
Company. OUOEN
Job A.� Oam. 3N/M21
Job Name. VIS-LOWSPEED
Address.
ctTy/rown.
State.'® ZIp Coder
Watercress- pale can onlybeaddedfemerenewceffe states #182are
lorcalculetitg Not Volume In Gellona and Ioresrebliahivga
Cumoverrater in Gallons per Minute m Mj #the mmbeet mte ie Weutly esbMished, Click on the GPM cell et the tine of Step a2 antl input
flow ma. may pmceetl ro Sap #3 Pressing the REsubuaon wig char as inputd information WSW a new wmkshael, watketreetcan be
:Saari ro a nle o, pdnreeror metre rer,.=ice
.Saran Systam TDH Calculation Results
-
Total Friction Less b Ft of 12.79
C I ie Po (Volume:
Wahr(TaN)
�--. .-••'. .. �: �.. ,..
•..'.. TWO Peckers Lou In P51 5.54
0
0
fi hour tutnwer tears aquae# tecompiy with
APta i s and Tine 265hndwes
Versa Plumb Reduction Results
,7GPdumwrRatn harms:
TON Reeuction 2.50
360 q�
system Tm[rdth Vera i0.29
Plum6
c i I Total Len
Oho Suclblt e: �lec4dmltlld
I•
VN06 .a.
a YID
JJ
aw
0.071
moo
aw
Y 32a b(al Om am
2Ae
z31
Moos
T
0.00
00O
3•
1/6
a003
One
OOD
4•
an
a001
am
Om
e•
an
am
0.00
am
mTAl. C.
0.00
000
34
8fa,etun v,loC,L r uradb App s6rt > s rlaaa,
recamteneee Yllpe .. mdM
1B
a34
aj71
10
0.71
031
r
An
au21
96
1.97
am
2.6•
zw
am
&00
Om
r
I,"
am
0.00
QOO
4•
an
0.001
Om
0.00
6"
an
am
TOTAL
a.00
2.68
am
1.16
CaleCalC Stu
of Rl.
Filtirga:(MWtToal
ofexM1 Size
FilligmYellow
Calf
6
1,70
0.73
7
eLy w
110
0.00
0.00
0.00
0-00
Om
2•
It
3
2
Im
an
y,;m,n.;,
1n
0.00
0.00
0.12
0.18
0.00
Refenow
26-
am
Om
FeinbnLoom
R.rw.r..
0,00
aw
am
am
0.00
Om
3.
&00
ONO
F.im.nlaw
R M Wale
DAD
am
Om
am
am
Om
4-
o.00
oaa
9Gd. "'
R nrwatw
000
am
DW
0ot,
am
g_gO
6•
0.00
0.00
.... I. .
R •rw.�
0oa
Soo
000
o.m
o.00
o.Do
TOTAL
1 3.35
1 1.45
c1 Tate Slate Suction A mcbarte Lift
f
rprr ff"
r
I VxsJs� lwa/va v..
®_IIIII�IIIIIIIIII�1
Y
(W mr F+. f_ '!wI^�"'n ➢£I
CMq Valle In.c, .Vaha.rdF
'. VIpe S,x eq e
ceontmeln F. FnQW�LofeFP51
AWatq
Skp69
nkv F Mack Lm m Fxpoo Lnnin
R n!r�waa.. 1P�sr.
IIIIIIIIIIi�IIIIIIIIIIY�
bell 1
SCI-d Carz ly,
N. D.OD
Step P I
Ineer.., L:p:exwnuc. i..'a Frxwn Lena, fvkMor,lmNVS[
r{dem FyMaP Rears' Wl.Y Rebm6Na F *,woe,
3nawrdNe TourtFWrtNaa
3-wryVaWe.
F,:Gim Lou
ft.N Water
In F,etion Lets in p5l
Ill
a>•
chttkv Ne lctuc mLwer
Ape As Ores Vah
FrMM Ins=„
0. el Watm
StCp # 1D
SNat XNty "nMaiue lna m En,Con let in
R.N!}w �hr Pb3
IIIII1�111111111'"�®
c
Jand
Pro Sey
ries
byLODIA(:a
Total Dynamic Head Ta
Calculation Worksheet <_J`7`-OYSeries
Issotac•
company. OUGEN Job#C= Gaza 3yV2021
Job Name. AVIS•SPA Address.
CifyiTown.1 Side :� 27P Code.'
instructions Deb can only be added W the yellow COOS. Steps 01 d 2 are for calculating peal Voume in G.0 se and lot establishing a
mmww rate in Gallons Per Minute (GPM). ffMelunnover rare is Mready earablishaef, click an te, GPM cal at the and of Step#2 and ingot
,L peaon: PlYeNnp tlw REY6Telldo#IIrBaNYM
SysaGW TDH Cakubftn R"alft
''YYI�� YelbweMMfP8011[a RtlwwM/MflaM..
TaY1Frin6onLes.inFLar 43.29
p.
Water ITCH)
Total Flietion Lose In P51 18.74
0 0
ptunlwer takelarv,wo d a cohn,wob
APSP 15 and Tine 24 standards
Versa Plumb Reduction Results
. ours: TOHReduction 1.00
6 89
I system TON wlugV rs 35.29
�W
vetod2 re uiraG be APSP 15 & Title PA D
note Pipearecamme(Yhd aM.;�Y16YY
I,r 13.97 0,420 1 am"
0.00
Y I am I 0.1m Om
ON,
!A• I am Ia= I Om
0,00
13.43
0.00
1 0.00
2
1.48
&OD
0.00
it
4.60
ONO
0.00
am
ONO
0m
am
Om
0m
aw
am
om
U
is
F: rtrLau F'ctwt......
r.nrWas F r
mom
Step 0 9
aelen. fi essllm,n hessekmla
Matteson an
9-11,11
Ste{
sMea36w,"l ql"��aet"e=Ftkrtonif'in:�:*
vase iG dwata P1
TOTAL
aw
0.00
4
3
ON
157
1
1
0.16
027
am
am
am
am
0,00
000
0.00
8.15
I �I
3.43
0.00
381
4.01
1.74
ONO
SN2
117
0,00
O.OD
ONO
0.00
O.OD
0.00
0.aa
am
Om
000
TOTAL
22.46
9.72
Step #
7
in Fl '. III
tne,r s;:e
of mpua aumb<;M
!rune.. "Itre-
Realm FYeWn
RMe�n FyeUelb
Realm GPN Ft ofkrar
ruaa Lss,'PSI.
o�so�
t wry yaw, Input so-M
tlpeSm YW.a
r 1 ,v: t
t�1
\i1
_
r 6 "\�
■,
a>•
CMttk Valve InP Le
APe sta aagvl
iric4m l
ix etw
t Lobo in p5[ ''i
Step #10
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