HomeMy WebLinkAboutFLACK SPA Plans 6' X 6' SPA RAISED 18" WITH 6 PERIMETER BONDING WIRE AT 18" MIN -
HYDRO-THERAPY JETS AND A 24" 24" MAX FROM W.L., (SEE DETAIL)
32" CHANNEL DRAIN 316 GPM AT 3.9
FT/SEC THRU GRATE- SINGLE
UNBLOCKABLE COMPLIANT W/6TH
EDITION (2017) FBC
LED NICHLESS
HANDHOLDS
.................................
1
EXISTING POOL
SPA CHANNEL DRAIN
STEP
SPA CHANNEL DRAIN
SPA JETS
SPA RETURNS
EXISTING
PAVER DECK
WINDOW/DOOR ALARM
EXISTING COVERED PATIO H
a ........
d
w
THE POOL IS PROTECTED BY A SCREEN SCALE: 1/4" = 1'
ENCLOSURE WITH SELF CLOSING,SELF
LATCHING DOORS.ALL DOORS AND WINDOWS
PROVIDING DIRECT ACCESS FROM THE HOME
TO THE POOL ARE EQUIPED WITH AN EXIT
ALARM COMPLYING WITH UL 2017.
Marvin R Digitally signed by Marvin R
Rodgers
EXISTING RESIDENCE DN:c=US,o=Unaffiliated,
ou=A014100000001725DB6E2CA
00018119,Rodgers Dane:2020 07.1n7 00:1 2 38004 00'
Name: FLACK
Address: 18604 MACH ONE DR ENGINEER
SPAFXS
6SPE ROUND s FT: 28.08 E UI PMENT City: PORT ST LUCIE ��ex
Q Q DECK State/Zip: FL 34987 Be POOLS
TZERS
DEPTH: 3' PERIMETER: 18' 9.49" POOL PUMP:
DECK TYPE: ELEVATION: Job #: 3428
EST TOTAL GALLONS: 282 SPILLWAY: 24" 2ND PUMP: JANDY 2 HP AND A 2 HP BLOWER TOTAL DECK SQFT: PERIMETER: I have reviewed and I give my 725 SE MONTEREY RD
RAISED HEIGHT: 18" JETS: 6 FILTRATION: FILTER SIZE: RAISED BEAM: LIP STYLE: approval to proceed with the
RETURNS: 2 TILE: 6" x 5" MATERIAL is MATERIAL 2: construction of this project.
Stuart, FL 34994
INTERIOR MATERIAL: FLORIDA GEM HEATER: INLINE: p ]
SPECIAL: TIMER: TIME CLOCK GAS: SPECIAL: PH: (772) 419-5151
NOTES: SPECIAL: NOTES: Customer Signature FAX: (772) 419-5101
BRICK COPING
6%6" TILE
VENT LINE NOT TO BE
6"x6" TILE EXISTING FURTHER THAN 40 FT
PAVER PATIO FROM POOL 25' MAX
-Pool construction complies with FBC 2017, ANSI-7, ANSI-1 SPA BENCH 18" WET LENGTH
BELOW WATER LINE
-Water Velocity Max 8ft/sec as per FBC 2017-R4501.6.3 APEX PAVERS POOLS
...... TO JET TO FILTER
-Pool Barrier to comply with Section R4501.17-6th edition FBC GRATE SHALL Pump PUMP
BE SECURED IN 32" CHANNEL
-Skimmers comply with FBC 2017-R4501.21.2 PLACE SO TO AIR ".t
DRAIN TO AIR
THAT TOOLS 4/2" TYP. WALL-3,000 PSI GUNITE
VENT
- ,.* ; .:, VENT
-Soil bearing capacity assumed 2,000psi @95% compactionARE REQUIRED "t, A..
6" TYP. 725 SE MONTEREY RD STUART FL
FOR REMOVAL a;..
-Equipment Foundation 3'x7' conc. slab min 3.5 thick pour i FLOOR STEEL-TEX FORM
OR KRAFT WALL
place or approved Hurricane Rated precast equipment pad
TRENCH DRAIN -419-5151 FAX 772-419-5101
-Water Heating equipment to comply with FBC 2017-R4501 #3 12" O.C.B.W. PH 772
GRAVEL BE CPC - 1458696
TO PUMP
SPA WALL SECTION SPA DETAIL
Dynamic Dynom Head jai (NO SCALE) (NO SCALE)
Calculation Worksheet � rq X Series #8 COPPER
"ZODIAC- POOL LIGHT TO GRID
Company: PEX PAVER&POOL Job#. Date:l 711412020 JUCTION BOX
Job Name:FLACK-SPA I Address:1
City I State: FL Zip Code: YARD BY EXISTING HYDRO-STATIC RELIEF
1h$tru.li.u. Data c., city hdd.d to the Y.11o.cell..Step.#1 A 2.- Poop Vuhin G.Ii.ns and fru,eathfi.hjug a POOL PATIO EQUIPMENT EXISTING FILTER DEVICE INSTALLED IN
Q0 mill CHLORINATOR EXISTING 1 HIP AREAS THAT EXCEED 1' HORIZONTAL INSTALL
tarrio,ate in Call. Minute(GPM) If the turnover rate is already established,clicic on the GPMlf at the end of Step 42 and input ..
!a.- .* '"' , FILTRATION PUMP 74
fit Per flowmite,t enproceed lin seep#3.Pressing the RESET button will clear all oripluterf information foatarta new warkshept/Vorkshtiptcan he WATER LEVEL WATER TABLE IN SHELL
saved to a file prionnted for future reference,
4
PUMP W/ HAIR &
Caution:Pressing the RESET out.n wfli cl..,all System TDH Calculation Results S?k 7
yellow'cells to Starr a new worksheet. \\AG LINT STRAINER RENCH DRAIN
Total Friction Loss in Ft.of POOL
IMF.I.,.=.P...Volume: Water(TDH) 48.31 12 VAC FROM #8 COPPER
1Lr Wkft Length Suirf.-Are. Av.napth Gall— UNDERWATER TO GRID
POWER SUPPLY
COPPER
D
Total Friction Loss in PSI 20.92 LIGHT SIZE AS DETERMINED
6 hour turnover rate I.required to comply wit, �: VERTICAL INSTALL
BY LICENSED ELECTRICIAN AII 1 Sand Title 24 Standards Versa Plumb Reduction Results TO GRAVEL BE
Calculate GPM&Tumover Rate in Hours: POOL FINISH syNOR
TDH Reduction 9.20 Poofflond PB-2008
C. TO
Syst,TDH with versa 1" PVC FMATCH 'MST.
6 39.11
lumb Plumb SCHEDULE 40 PVC SLEEVE CONDUIT Install in Plumbing T at least 3" Below
• S?N'0�
6 fps suction velocity required by AP-15&Title 24 Standards NO BONDING 2.5" SPA Water level in Return Piping.Install
'SP
Calculate Total Length of Suction Pipe;(recommended velocity:6 fps and bellow)- OR GROUND 0AN00- in sprinkler box for easy access
Velocity(ft.1sec.) Friction loss In Fit Total L-Sith of Friction to in friction Law in
SysternIalim SuctionPirieSize Asinita-Glim of.alenrIft. pip, Ft.of Water PSI I REQUIRED MAIN DRAIN
1.61 1 0.511 Do
2" 9.'50 0.148 C.00 loi NICHLESS UNDERWATER LIGHT DETAIL POOL DETAIL WATER BOND DETAILS FOR
2.5" 6.73 0.064 C.00 O.Do - -**A (NO SCALE) PIPING SCHEMATIC (NO SCALE)
3' -4.28 0.022 10.00 0.00 Vo,-pi..b syhan NICHLESS LIGHT SYSTEM
4" 2.49 0.096 C.00 C1.Dc
61, 1.09 0.001 C 00 C1.oc
TOTAL 0.00 0.00 CUSTOM MOLDED PRODUCTS INC.
8 fps return velocity required by APSP 15&Title 24 Standards
99 lCalculate Total Length of Return Pipe:(recommended velocity:8 fits and below)
Ream pip.$I_ Viil..ity Friction haw in F Total Length of Frklition to in fuch-L. SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB PRESSURE GAUGES INSTALLED ON
I pipe an PSI PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN FILTER PUMP FOR FINAL INSPECTION
at System GPM of water f ft. Ft.of Water
1.5" 15-54 0.511 10 5.11 2.21 COMPLIANT WITH
2' 9.50 0.148 8 1.19 0.51 2017 FLORIDA BUILDING CODE
2.5" 6,73 0.064 60 3.82 1.65
3" 4.26 0.022 10.00 0.910 4" 2.46 0.018 0.00 O.Dc LISTED TO ASME ANSI A112.19.8 U U
/10wttuun,
1.09 D.OD1 0.00 0.010 2" CIRC. TO
TOTAL 10.12 4.3$ 32" CHANNEL DRAIN AND SUMP MATCH EXIST. C111. As
Z
g 0 25506-320-000
E_
lCalculate Total Number of Pipe Fittings:(input Total of each Size Fitting in Yellow Cells) < w< o THREE 2" SOCKET x 2.5" SPIGOT PORTS 2.5" SPA
0 *DEBRIS GUARD INCLUDED
Standard9-00 LongRadius900 Sta,dad4S0EIbo,wI_tCoupIjmg Tee(straight Tae(bra-hrhow) Fkt`onL-,h` motionucan ec
*- 15� 00 Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31
Fitting Size Erb- rib- fl-) Ft..1 Waite
19 *38.79in? OPEN AREA Feet Of Head Feet Of Head
12 0
Friction to,,in 24.54 10.62 R Pq C3 *IAMPO LISTED FLOW RATES
pa
2454 0.00 D.uQ 0.00 0.00 0.00
E,
Ft.of Water ,0 *WHITE PVC BODY TO PUMP
2" 6 a 4 'a 4-C4 o C) *COVER GOES OVER BODY TO GIVE FINISHED LOOK
Friction L. 8.56 2.84 ca MIA & 03-- I PG Vacuum Head + Pressure Head
rict 2.55 N
Ft.
of W.:rn 000 0.00 223 1.76 0.010 Z= M -t---
The maximum flow rating for this suction fitting with the center port plugged and outer ports
= Total Dynamic Head
Friction Lou in 5.10 2.21 Z open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
of We 1 455 0,00 0.00 0.19 0,32 1 pa
Ft. ter 0
04 E
I and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
rE-W 4 , fitting with the outer ports plugged and the center part open is 200 GPM (floor) and 168 GPM
Za ,4 2i
Friction Low in 0.00 O.Do Z W,4 -Ila
Ft.of Water D 00 0 OD 0.100 0.00 Coo 0,010 V.= (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
E- 0 E-
0 .4
Ilk
Friction Lou in 0.00 O.Do
Ft,of Water D 3C 0.()D 0.00 0.00 0.0D 0.00
Fir!el 1.on as in 0.00
.
water
C,00 0.00 0:)C 0.00 C.00 0.0c
TOTAL 36.20 15.67
fCallculate Static Suction 9 Discharge Calculate Exit Loss:
- - I
1,putT,telFent FirletionLoissin Friction Loas In InputSImf InputNumberof lndMdule Frib,n L in FriWLess 1.PSI
of Litt FIL of Water PSI ReturnEyet,211 Return Eyeballs Return GPM Ft.of I rater /11M
1 2 1 200 0.87 318.. 1 5 117 0.00
U2
E- Determine Pipe Sizes: HYDROS
I;D
54
Trunk Piping to be-2.5-inch to keep velocity @ 8 fps max. at 117 gpm Maximum System Flow Rate.
Z Q Return Piping to be--2-.5inch to keep velocity @ 8 fps max. at-]!Z-gpm Maximum System Flow Rate.
straight
Select Jandy 3-Way valve Select Jandy Check Valve Straight L) W
mi Main Drain Cover(___________________)SEE ABOVE
Straight Flow Size: Straight Flow Size: FU I�- CL, System Flow Rate must not exceed approved cover flow rate.
P� 0 MR
V2 0 0
CQ co (Make and Model) See Engineering Page for Drain Configuration
I.p.tN..bfFricr..LowjnPt, 3-myValy. InputNumberof FrIctiontowin �0 Z Q
Pipe Sim 3-way Friction Less;in PSI Friction Loss in PSI U)1.4 E- Will/ L5
Mpe Sire 3-way Valve. Ft.of Water Z N U X PQ Pump Model JANDY FLOPRO H.P. 2
=cn -
0.00 1 0.00 1.51, 0,00 0A0 ci E- , Total H.P.=H.P.x service factor.1 H.p.or more must be 2 speed or variable speed
2" 0.00 1 2" 0.00 O.DO 54
2.5" 0.01) 1 DAD O.DO 210 Z P4 -ell Cq Filter Make N/A -Size
-
3" 0.00 1a.00 V. N 00 O.DO Z L) 0 j5 �4
L= Is S -.'o W- ci Filter min.area based on 6hr.turnover flow rate pool gal./360 min.=Flow Rate
r4 P4 4
Z 154 0, 11 E-P9 Divide G.P.M.by Cartridge=.375 or Sand=15 or D.E.=2
1::)Z A�Z Dc, -1 8 8 -d Z Time Controller make NZA Model ------
0-14
Select Jandy 3-Way Valve 90' go, W 9Z r- E- pq 0
Select Jandy Check Valve qo� N
Flow Size: Flaw 90'Flaw size: Controls must operate a minimum of two speeds.
C>W E-
to M Pq The highers eed override is not to exceed one normal cycle or 24 hrs,whichever is less
Z PQ
Ch.&V.N. I.p.t Pg..be,of FIcti..Loss Ched Valve InputNumb-of FrictkmLossin .4 14 124 5:4
pip.$1. Check Valves of Water i Ft'Friction Lou in PSI Pipe Slim, Check Val.- Ft,of Water Fricton Lou in PSI I- PQ E- E-Z Jandy FloPro Se ric s Pumps
0 �lk. Max-Rated IF H Pryl) SPA JETS Pipe Size 6 Fps 8fps
0.00 0.00 0.00 0.00 C11 Pg P,Z 11
1.5'. 1 1 1 E- Z z 0 Total OW arnic Head Pounds Per Square Inch 16 gpm 0.14' 21 gpm 0.23'
2" 0.00 1 0.00 2" 0.00 0.00 Z Pg fF..1 of Walarl (PSI)
.5o
0.00 1 0.00 2 O.DO 2 L) 1.5' 37 gpm 0.08' 50 gpm 0.14'
3" 0.00 0.00 C12
o to N 2' 62 gpm 0.06' 82_qpn._ 0.10'
T.I.1 3-Way valve Lugs 0.00 0.00 Total Ch..k V.v.L... 0.00 0.00 Cr E- N 0 35 2.5' 88 gpm 0.05' !Z17 gpm 0.09
Pq:11
;A E�
14 Z Do
0 0� W S.I 3 136 gpm 0.04' 181 gpm 0-7
U Ilk = U P� ; . 30 05'
Select Jandi Iter Type and Size: FI,.,=,.ndl and__$_iz`e_. 1 Z W 4' 234 gpm 0,03' 313 gpm 0 M.RANDALL RODGERS,P.E.
y Pi 0 So
Friction 1-1. Friction I-I. Friction to,in Frictloo L. E-r LU r- FL License No.68212
Select Filter Selectileater Ipr win _) E 6 534 gpm 0,02' 712 gpm 0,03'
PSI of Were, .3 U in mg,
FL or Water Ft. I. -�c 0 - . . . . . . . . .
None 0.00 None 0.00 C12 - 25 1 Hazelwood e
6
D - -1 Ft Pierce,FL 34982
P4 - (772)201-1634
Select Jandy Backwash Valve-. III uap.,.Sat Cell - 20IN, DESIGNED FOR:
NL8V de.. c;�''
Mpy
it Fla.,F jPM.'5 FP
180'Inictall 9W Install 1.
Friction Loan i Friction Louni N, Flo a, Whi D HP NSD RPM. APEX PAVERS & POOL
Salm,t9ackwash FfictionLo-il FlichIn Low in select Salt Cell n PSI To ***ELECTRIC NOT INCLUDED***
Z
VA.. rL of Water PSI Ft.of Water FlI,P., HP 2.0 H N
None None 1125 RF M Ft,Pro, Ple 5 He 34W RW FLACK RESIDENCE PREPARED BY: SHEET:
-F W.,I Iffild 1.13 141�214511 RM 18604 MACH ONE DR
D
P
9mm ".11,F". .., ___17 STEVE HORST
[select Caretaker in-floor Valve: IT: Rpl� Fla a,FlPhi HP, 7251
SelectInAou Frictionljosain Frictionbrasin an I I � PORT ST LUCIE, FL DRAFTING&
2D i3l) 14D 150 181) 111) 11311) 190 2DO 210 22D 23D 24::
V.I.. FL.f Water PSI DESIGN SERVICES
Pro Se
I None qy�I ries FULL 99 GPM, %rMinulo
byZODIEACS qGPM) (772)201-7846 horst.steve@yahoo.com Y2