HomeMy WebLinkAboutConstruction Plans1•
#3 REAR
j• 12- OC EIW
TILE GAP: FLAY:_ :(4
STEPS: " 0-OVERPOUR' 11kr e
-'TOP OF WALL;
-TOP of SKIMMER
APPROXIMATE VOLUME IN
APPROVED BY:
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EQUIPMENT LIST
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RETURNS y
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CHI
S'i'i.tftt7iilt&
L�res FILTER C: s t ot? **.u.-rc
t. to HI? Pump
HEATER
Cl SLIDE
0tVE BD.
HANDRAIL
STEP LADDERS&
VAC. 8Ei COMPL.
LF €lEClt 0-DWAIIN
I.F DRAIN BELD
SQ FT. &SWf PATIO
tb
.1_ SQ. FT. CAP. Ito
FILE Copy
R, EWE �17FOR
'CODE COMPLIANCE
ST. LUCIE nni mr m,
APPROXNATE TURNOVER RATE HOURS MLR,
'CERTIFIED POOL coNTRACTOR
11111
LL
2
06-30-2020 ,
�. A. A E O F
M. Randall Rodgers, P
FL Lic. No. 68212
1801 Hazelwood Drive
Ft_ Pierce, FL 34982
PH; (772) 201-1634
zl' I SWIMMING POOL
FUR SCALE w •tv- (J9_1
Pa 1 OF z Fes. I "z,. gyp'
NO€ REMOVE GRATE A y--_FF. � SLOPE i
HELL POINT PLUG FROM MAN
uia T a At ow Aux. m N!: OR ve E (2) #3 REBAR OR
IlE WHEN EMPIYWIG Paal •_ •.. ':4'^ ' � I.
(1) #5 REBAR
s xs' TILE
GRATE s11Au 4' SLAB
jj fl
BE SECURED IN IFIIEI2KK2 ' ' 2500 FIBER MIX
—Pool construction complies with FBC 2017, ANSI-7, ANSI-1 5 rlPTACEE SSO FINISH 4h' IV. WALL-3,000 PSI GUN11E
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 ARE REMOVAL 8"
—Pool Barrier to comply with Section R4501.17-6th edition FBC FOR REMOVAL , ' oR later FORM • •
Skimmers comma with FBC 2017—R4501.21.2 6' PIP. tirrly
TRENCH DRAIN FLOOR f3 0 12- O.C.B.W. EE
—Soil bearing capacity' assumed 2.000psi @957. compaction NOTE: FOR DEPTHS 8
—E UI ment Foundation 3'x7' conc. slab min 3.5" thick pour in TREADED ?' y GREATER THAN 6' ADD
place or approved HUrkane Rated precast equipment Pads PLUG '(1)13 COE BAR 06- O.C.
GRAVEL B TO PUMP
TYP. WALL SECTION & WELL POINT FOOTER DETAIL RPOG66790
(NO SCALE) (NO SCAM)
P COPPER
TO Carp
WHEN PROVIDED DECK I Row OF WATERUNE DUE
SHALL N R 2D MAX PRESSURE GAUGES INSTALLED ON
BELOW THE WATERLINE AN FILTER PUMP FOR FINAL INSPECTION HORIZONTAL INSTALL CHLORINATOR FILTER 3'-0" WATERLINE
VISUALLY SET APART wx 5'-0w ucHr
SIM
FROM POOL WET S RIillA NERMRR g .a
LEVEL FLOOR 1 HIS
rv.$fEb ® 12' O/C EW.
6' THICK
` IB C 1 nnaN FLOOR SLOPES ITAtll]-
SLOPE 3KILrE
18' ' .: AND
a.w1Y
VERTICAL INSTALL ,K sadr a RE ELaan Frtan
Vacuum (n Hg) X 1.13 Pressure (PSI) x 2.31 gn.�-S6)
Fed OF Head Feet Of Head - -
PoolBond PB-2008 WW RDS THE
END Na°"
'E�/ IOWNffi NE aFID AREA 9w1
1 P. FWr
Install in Plumbing T at least 3' Below HIT QUM , Fear IN 7a
POOL SOLID Vacuum Head +Pressure Head Water level in Return Piping.Install eou cFt(a °W 4'-6" 20'W8" 3'-0"
STEEL GUNITE = Total ftamic Head in sprinkler box for easy access c LL00 . "
28 —0
SWIMOUTS HATER BOND DETAIIS FOR PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE) NICHLESS LIGHT SYSTEM (NO SCAR,
POOL PAW CUSTOM MOLDED PRODUCTS INC.
WATER LEVEL
HYDRO -STATIC RELIEF r'.:' z='::': `..:::,.=, SINGLE CHANNEL DIAL WRET CMP 25506-32X VGB
DEVICE INSTALLED IN -� : _... PER FRf.4501.6.s
AREAS THAT EXCEED 1' : COMPUN4r 32' CHANNEL DRAIN
WATER TABLE IN SHELL FLORIDA DIN .�
12 VAC FROM 2017 LRIDA BINLDING CODE
POWER SUPPLY US® TO ASMEANSI A112-198
TRENCH DRAT
UNDERWATER
hpr;-
LIGhO -i•' 1.
32' CHANNEL DRAIN AND SUMPPW
CONDUIT
-
*THREE
"THREE 2' SOCKET x 2.5' SPIGOT PORTS
To OWE ®
POOL FINISH
'•y"%:
'DEBRIS GUARD INCLUDED
'38.79in? OPEN AREA
SCHEDULE we SLEEVE
"
P-WHIITEEEDPVC A
2"
ao
PENTAIR GLOBRf(E-s w TER
BODY
MAIN DRAIN
ANP 30 7 :*%, NO BONDING
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUW
OR GROUND
FUSION -FUSION POOL P REQUIRED
The maximum flow rating for this suction felting with the center pat plugged and outer ports
MODEL G4/U
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5' plumbing and 268 GPM (flaw)
POOL DETAIL
NICHLESS UNDERWATER LIGHT DETAIL
2' The maximum Bow Da this auction
2the
fitting with
ng portsplugged and the center port open is 200 GPM (floor) and 168 GPM
out(rall)helu geed the cent GPM
(NII SCALE)
(NO SCALE)
(wall) when using 2.57 plumbing and 184 GPM (Door) and 176 GPM (wall) when using 2' plumbing.
Pipe Size
6 fps
8fps
1'
16
gpm
0.14'
21
gpm
0,23'
1.5'
37
gpm
0.08'
50
0.14'
2'
62
gpm
0.06'
82
gpm
0.10'
2.5'
88
gpm
0,05'
117
gpm
0,09'
3'
136
gpm
0.04'
181
gpm
0.07'
4'
234
gpm
0.03'
313
gpm
0.05'
6'
534
gpm
0,02'
712
gpm
0,03'
OUTSIDE ANGLE OF REPOSE
Pro Series Pumps
JandyMax-Rated l HPM)
6' AND FURRIER - 4- THICK WAILS W/I3 RE&A 012• D.C. EACH WAY
3' TO 6' - fi' THICK WALLS W/13 REBAR 012' O.C. EACH WAY
rood o,=..Wad gM.q•,y,S vofflimh
T.aaws.I waft
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
Or To 3' - 8- INICK WALLS W/13 REBAR 012- O.C. EACH WAY
.ze
1. Calculate Pool Volume: --- It x 7.48(gol/Ft) _ --- gal
(Surface Area) (Average Depth) (Volume in gollons)
as
9 H.
2. Determine Flow Rate: 10,600 gal / 300 = 35 + XXX = XXX
n
w
,,
(Volume) (Turnover Minutes) (Pod now Rate) (Feature Flow Rate) (System Flow Rate)
6 rt.
Determine Pipe Sizes:
3 a.
w
Trunk Piping to be 2 inch to keep velocity 0 8 fps max. at gpm Maximum System Flow Rate.
26
Return Piping to be-2 inch to keep velocity ® 8 fps max. at 82 gpm Maximum System Flow Rate.
°D
Main Drain Cover( SEE ABOVE )System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
3 3 3
w
\<13
g
8M
k
t, EXCAwTgN INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
"
Pump Model JANDY FLOWPRO VS H.P. 1.65
GV' • SHORING IS INSEAL1ED AT EXCAVATION AND SHORING SHOULD BE
a
F SUFFICIENT TO SECURE SOILS FROM EROSYON OR SETTLENUIINRI
„
'
a"
Total H.P =H.P.x sewne fagocl H.p.amae must he2speedavariaNespeed
.. o .
NO UNDERMG OCCURS OR ENGINEER APPROVED IF ANY DOES
Filter Make JANDY CS Sloe 100
... xc ,m ;,a �m d>: „e .m ,eo dw ,w *w mo r,a »a ma x.° x°
• COMPMTIOFI TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
1I11
LOW
S y
(j
Flftwaima bamdm6hr.twn lowrffiepDolgaL/360mn.=Pb PaW
qw. q�•aalo,s MUNwYr
Divide G.P.M. by Carriage =.375 a Send =15 or D.E=2
N
Time Controller make ON PUMP Model -------
Corbels mustopemte a mremum of two speW&
The higher speed override is not to exceed one normal cycle or24 his wNchoa's has
SC_ NOTES
1. ALL STEPS AND SWINOIIT BENCH EDGES
\JDNLL Ro
�LOR OAF GEM FINISH FOR BORIIQtOF OPPOSIIE
REVIEW
�•`\\S(`•'•? G E N $F'�E'
D FOR
2. HANICHDLD m BE INSTALLED ARE WHERE
DEC( RAISED +6' ABOVE POOL
CODE CO
• '
PLIANCI^ M.ImN�gILROI R�U12
10' MM7.
`
ST. LUCIE
COUNTY 201 It sa o 2
j!Lli p se o. Drive
_
06-30 2020=F Nome FL 34982*
DESIGNED FOR: n010
' ! STEP DEralLs
LOUDEN POOLS
' a : 1. TREAD IS MN OF IW WIDE.
''. - RSER 1-1GREATER THAN 12" EXCEPT IF
:
HACK ETT RESIDENCE ***ELECTRIC NOT INCLUDED***
THAN TREADS ME USED
2709 BENT PINE DR
3ALL SUPS TO a 4013DDD Ps.L
SHEET:
FT PIERCE, FL1?RPaA1LmBY:
STEVE HORST
STEPS
DRAMERV & 2
(NO SCALE)
DESIGN SERVICES
(772)201.7846 6orststeve@yakaaeare 3
A
It ,
Total Dynamic Head J_44!
Calculation Worksheet 00;xse,
ries
LyZg11Ar:-
Company, ouDEN Job Nf-� Dam. 6l30/2020
Job Name. ACKETT-HIGH SPEED Address.
Cilyffts" State: FL ZIP Code.l�
InawcSons: Data can only be addedto ere yellow cells. Steps #f 8 2 are for ageulafing Pool Volume in Gallons and liar estabeshi.rg a
remover rate in Gallons Per Minute (GPM). g the mmover rate rs already esfeblishM, click on the GPN celf of the end of Step 42 and inpvf
flow rate, Man proceed to Step #3 Pressing the RESET button wl8eleerll hpt4d inlarma0on m starts, Grew worksheet Welhshaetcan he
saved re a me or printed for future reference._
Analog tha RESET wW a0 System TM Cakakeflon Results
ceasmstaftanew "t
Teal Fne iw, Loss In FL a 49.42
Water (TDH)
Total Friction Loss in PSI 21.39
.,x_ rt turnover rate is required to comply %M
AP SP ISand Tito 24 Standard. Versa Plumb Reduction Results
Calr a[eGPM ATumgye7 08kj010. TDHRe0u00on 7,00
s i60 80 glen T°" w6" 42.42
I -mildIwsb
24 Standmda
CaIcWald OW
(reCpnnwndtd
p
.. ...
...
see
18
12.58 0.345
Q.DD
O.OD
T
7.88 0.100
Q.00
0.00
2li
5A4 0.043
0.00
0.00
3"
AU 0.016
GAO
0.00
4"
200 0.004
OAO
0.00
e"
0.88 OOOt
0.00
OAD
", •
0.00
0.00
S w r.w. l veloa re9 wred G APSP 15 Pit 24 Standards
80
apate.ToW
of Retwn.P4,0GIlowsiensaided
vNx :B Gas
prod
..
IN
1256 0.345
10
3.45
1.49
2"
7.68 0.100
i40-
14.01
6.06
ZIP*
S." 0-w
0-00
GAO
3"
3.,P1 0A15
GAG
GAG
e
2-00 0-004
Jq
0.00
v
0.88 0.001
AO
GAO
1
TOTAL
17.45
7.56
!-KU;jte Total Number Of Pipe Fitting I of men Size
Men In Yellow
8.27
;. 3.58
Ises,nL-in
027
0,00
0.00
0.00
GAO
0.00
P, a warn
2•
9
2
3
2
7.36
'3.19
flimen�m
5.40
0,3C
050
0.60
0AG
0A0
reawame
26-
0.00
0.00
Frvfl°"awi"
000
cot
000
000
O:W
000
mawtr
3•
0 00
1 to
rtman m u
m ets, a
000
0.00
GJg
GAO
GAG
000
DW
000
Fricbwr L� in
0.00
0.00
000
ON
0-00
GAG
Rd wav
8"
ooc
000
7i,,,,,wre
Doc
000
C.3S
000
0.00
000
mat4-
'.,
TOTAL
16.63
6.T7
Step 0 6
JAN
select Jandy 3-Way Valve
r"gin
1oa01r.
Straight Flow Size:
1.5"
0.08
0.00
2"
4
6.00
220
2.6"
0.00
0A0
3"
0.00
0.00
Select Jandy }Way Valve 9P
so^
1
Flrw Sae:
Row
1.5"
0:00.
moo
r
0.00
eoe
GAG
an
3
0.08
0.00
Total 3-Way Valve Loss
6.08
220
tJanr FM-. TV Ise a Size,
Step ` 13
YalFlaf . Lossm r.l.ma in':£
re FtWatmr p5ssf
Seled Jandy Check Valve
migkt
a awwh
Straight Flow Size:
.5"
0.00
000
r
000
oso
2.6•
1O.Oa
o Co
3•
I
1 0.00
0Ou'
SAed J ndy _heck Valve
90" Flow Sae:
ts'
90
0.00
Flaw
8-00
T
00O
0.00
z.B•
0.00
0.00
I
Tote Check Valve Lass
0.00
0.00
Steps 10
s Fn _.:tam fAF0a8)>.?W>WY''.
777771
Select AquaPure Salt Cell:
tap-lnsbll 9n Install
AF`CtiGi 092 040
J anc
Total Dynamic Head
Tan��,],1.
Calculation Worksheet
,qyS ries
Company. OUDEN
JObik� Dam. 8r302020
Job Name: ACKETF{.OWSPEED
Address.
City/Town.
State.'O LP Cum:(- -�
Msfinellons: Data can only he added 10 the yellow cells. Steps Nf
A t are for calcu/Ming Pool Volume M Gallons and for establishing s
mmoverrare in Gallons Per Minute (GPAO. Nfhe mmover rate is already established. click on the GPM cell at the end of St #2 and input
Now rate, than praised to Slap At Pressing the RESET button will dear all aipuhrd fnlonna ion to start a Grew worksheet Wodtsheel can be
saved N o Afe or punted for sitars reference.
System TDH Calculation Results
J Total Friction Loss in Ft. of
Cs ^11JOte Peol Volume: Water (TDH) 12.40
FI 0 ) 0 I Total Friction Loss in PSI 5.37
. Aqur tW(mVer stele required tO mmplg
APSP is and Tdln. TA Standards Versa PlumhP rkotfion Rasufts
.. ..
F
6 .
f Ifovs
Rients.fiss.1 R n( GP"
Steps
SYst m GGN
i Frtc6m Lass n
s n Ppe sne VeVaUty (k 1 ) hret tess1 R. Teral lergth ef row Lneen
a!Syneei GPM �of wa[ePrfn Ppe FCa wlnrPSI
,
0
1 li i ri
Step # 4
VeWity (R/sect Frtebo i MFR'i"ibl4etpYlid']-")a Sf latl�b i6)d`iti1i'Ca6iry
foften Pipe Sar ats sem GPM d etaiR Ppe Ft, aW!r P51
Step # 5
.. ••
•
Flttiiq 5ha
standard".
01-
Ln a Rad,tn w0
EIEnw
StandaN 45"EIWw
[nacn CouOlily
Tee Istni9M
eowt
Tee Neancnnowi
FrkGwr Lanz in
R.aWahr
Fn^etion Lwsin PSS•
Steps 6 Step 0 7
4
laoil Tout Fttt F c4mlm in fikrion Loaf In ei dndiV[ F c_ nL.in ^
d lAt FL Water R5] Return CPM1 Watet MeewV
pl r^ "ri
"Mo
Select Jandy 3-WaY Valve
+iOhL IfOUoe
Straight Flow Size:
a G
1.5"
0.00 0.00
T 4
1.00 OA3
ZA"
0.00 O.00
3"
GAG 0.00
Select Jandy 3-Way Valve 90"
FIaW$IZe:
so-
FlW
1.r
0.00 0.00
T
0AO
0.00
2.s
GAG
1 0"
70.00
0.00
Total 3-Way Valve Loss
1.00
OAS
s i t Jandy FOtar T sand &ze:
Sp_ ,
CSiW 090 G39
5tep 411
FIRE
F Valve. P, 0Wamr 1`0
Egti-I
tossm FxnoO Loss in
9elea Jandy Check Valve weolit
b itar9h
straight Flow Size:
1s
o.00
o.BD
T
0.D0
0^W
2.6"
0 00
0.00
3•
1 1
.00
1AO
Select Jandy Check Valve
90"Flow Size:
pia.1,
I
ryry
7.5•
C 20
n ii0
T
a 00
000
2.5"
g.00
0.00
Total Check Valve Lou
0.00
0 ()0
Step s 10
S6. Xeaw
Step p 12
Ylect Salt cell or".loum Fridfm Lwsipi
R a wson, Pal
jan
O
U
z-
O
ST.
;2
ra$
�a
�Q
s-�+ lu
r.�3��gy
AWED FOR
OMPLIANCE
CIE COUNTY
ROM
LOUDEN POOLS
HACHIT RESIDENCE
2709 BENT PINE DR
FT PIERCE, FL
159
z
%NpALI R04Di
�YI:Ng�?
E`CAN i
M. ILLR0LIWASH42 =*
3 L Li1>rw No. 68212
w
"'ELECTRIC NOT INCLUDED'''
PREPAM)BY: SHLEI:
STEVE HORST 3
DRAFTING
DESIGN SERVICES 3 (772)201-7W horststeYe@yahoowm