HomeMy WebLinkAboutPOOL SPECIFICATIONSL5`
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THESE PLANS AND AIJ. ^"^PrSFD WORK
ARE SUBJECT TO ANY COWS; .0 ",'IONS
REQUIRED BY hlELO INSPECTORS THAT
MAY 8E NECISIARY IN ORDER TO
COMPLY -WITH ALL APPLICAFIJ CADEi4
CONCFALED FASTENERS OR ATTACHMENTS
ARE.THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
ST. LUCIE COUNTY
BUILDING DIVISION
REVIELVED
ROtt COMI LI
REVIE e D BY
DATE. 0-2-S-mr
MU&T R# KAPT ON
NO INIfPPOTION WILL
POOL SPECIFICATIONS
Max Width
4e4
13 Max Length a111
Min Depth
3-Max Depth 5
Perimeter
(a°'li Area r?9Y'S4�T
Elevation
F14405&r 'Dirt from Exc. }-IA011
Returns
Vac Stub ,tr 6
Cleaner
Other Plumbing
Fill Line
tVa7 Overflow AJC>
life
a' X lnN Step Tile
Cantilever
1Vti Bullnose
Rafsebean(s)
Light
LED Transformer 300u?
Jbox
2, rimer WC?
Automatic Controls 'T001rrL i 8R1 G Ff r C.OWTAOL
Patio Type
ScI.Ft.
140796QF7'Color as AUfts Ckoict
Existing
P0 Sq. Ft. --^- --�---
Footers
YES w/steel #5 (2D NO
Termite Treat
ye—
Interiorfinish
GEiH
Pump
'PFA"lik H.P. V6 3010a
Chlorinator
ES NO 6AL- -
Bench
VE6 Handrail AX>
Gallons
*7000 Turnover Time Hrs. ( Mins.30
Cleaning Kit
7Z:>E1_L)X 2<
Heater
Formboard Survey
fUQ Size -
NO PPr?Tl0
Final Survey
Compaction
YES --- -
YE NO bAcKFILL
COMMENTS
'PA VE'R6
1RAT%C> CA> c ;.OPI &V G
JOB SITE
r Kt t1 Ki f i H w i n
.1t4a0 Scarbora� L.
T Luc; ' r4 aq9910
CONTRACTOR
JM FORM & STEEL.
INCORPORATED
dba JM CUSTOM POOLS INCORPORATED
#772-486-0821
Lic.#CPCI458456
SCANNED
BY
St Lucie County L
RECEIVED
JAN 112018
ST, Luck COunty, Parmlttlny
REMOVE GRATE &
—Pool construction
complies
with FBC 2017, ANSI-7, ANSI-15
GRATE SHALL
BE SECURED IN
SO
PLACE TOOLS
THAT roots
—Water Velocity —Max 8ft sec as per FBC 2017—R4501.6.3
Y / P
—Pool Barrier
to comply
with
Section R4501.17-6th edition FBC
ARE REQUIRED
FOR REMOVAL
r
—Skimm es comply with FBC 2017—R4501.21.2
— EOUiDment Foundation
3'x7'
conc. slab min 3.5" thick pour in place
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
NO SCALE)
MAIN DRAIN
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Feet Of Head
1
Pressure (PSI) X 2.31
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
POOL DETAIL
(NO SCALE)
OUTSIDE GLE OF REPOSE
6' AND FURRIER - 4° THICK WALLS W//3 REM 012' O.C. EACH WAY
3' TO 6' - 6' THICK WALLS W/J3 REM 012" O.C. EACH WAY
0' TO 3' - B" THICK WALLS W/63 REBAR 012' O.C, EACH WAY
v<"-
IXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
V��' • SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
P� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
• COMPACTION TEST OF THE BACKFIUED WATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
MISC. NOTES
1, ALL STEPS AND SAAMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
10" MIN ,.
`sue 4 •:
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE.
2. RISER NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
TRENCH DRAIN
TREADED
PLUG
BRICK _
COPING
El TILE
INTERIOI
FINISI
PER—�i
— BRICK PAYER PATIO
° TYP. WALL-3,000 PSI GUNITE
STEEL —TX FORM
OR KRAFT WALL
TYP.
jPI
#3 0 12" O.0 ELIN.
NOTE: FOR DEPTHS
•
GREATER THAN 6' ADD
___ ,.�
(1)#3 COVE BAR 06" O.C.
GRAVEL BE TO PUMP .
TYP. WALL SECTION & WELL POINT
(NO SCALE)
WATER LEVEL
POOL PATIO
Z
UNDERWATER
LIGHT
NICHE ENCASED
IN GUNITE
POOL FINISH —
FROM —1
POWER
1° LIGHT SUPPLY
CONDUIT
LIGHT NICHE
APPROVED
GROUND CLAMP
UNDERWATER LIGHT DETAIL
(NO SCALE)
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
i
12'
(2) #3 REBAR OR
(1) #5 REBAR
12ly
PAVERS
FOOTER DETAIL
(NO SCALE)
MR&
vNER
3 xSi GIFN""
CMNW10' DAB
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT Wmi
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8
32" CHANNEL DRAIN AND SUMP
25506-320-000
-THREE 2' SOCKET x 2.5° SPIGOT PORTS
•DEBRIS GUARD INCWDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
"WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The moximum flow rating for this suction fitting with the center port plugged and outer ports
open is 308 GPM (Floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2' plumbing. The maximum flow rating for this suction
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' plumbing.
JM CUSTOM POOLS
CPC1458456
DECK 1 ROW OF WATERLINE TILE
3 A _ Q" WATERUNE
U MAX [
__L__I 1 ¢3 STEEL 0 12' O/C E.W.
VOL FLOOR
FLOOR SLOPES
DOOR SLOPE SHAU BE
RFASOIABLY UNIFORM AND
COMPLY WRH AREM 561
mR11 5e3 THE sLom 0FTHE nfOR nfox
THE sMLcw END WALL
TOWARDS THE D01' AREA c_Nyi
HE EXCEED 1 FODT IN 7 FOOT
5'-0"
6' THICK
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
8fps
1'
16
gpm
0,14'
21
gprn
0.23'
1,5'
37
gpm
0,08'
50
gpm
0,14'
2'
62
gpm
0.06'
82
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'
WAU5
a&
NE
SLOPE
GREATER
THAN 11'
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: XXX _ft XXX x 7.48(gal/Ft) _ __ENT --gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: —_XXXX__ gal / ___XXX___=— XXX+XXX_ XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2.5 —inch to keep velocity 0 8 fps max. at_ 117 gpm Maximum System Flow Rate.
Return Piping to be 2.5—inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Main Drain Cover(____ SEE_NME ) System Flow Rate must not exceed approved cover flow rote.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR INTELLIFLO VS-3050 H.P. 3
Total H.P: H.PA service factor. 1H.p. or name must be2 speed or variable speed
FllterMake PENTAIR C&C Size 150
Filter min. area Based on 6hr. tumoverfiow rate pod gal.1360 min. = Flow Rate
Divide G.P.M. by Cartridge =.375 or Sand =15 or D.E. = 2
Time Controller make ON PUMP Model —
Con7ds must operate a minimum oftwo speeds.
The *herspeed override is not to exceed one mortal coda ar24 hrs, whk9Tevvwrls lees
DESIGNED FOR:
JM FORM & STEEL
CARPENTER/HAWKINS RESIDENCE
9420 SCARBOROUGH ST
PORT ST LUCIE, FL
12115551( Plat
West Palm
(Beach, 111?
305A-
P
-*ELECTRIC NOT INOLUDED***
PREPAREDBY: SHEET:
STEVE HORST 2 /
DRAFTING & p,(
DESIGN SERVICES /J�' 3 (772)201.7846 korst.steve@yakoo.com
PENTAIR
TDH CALCULATOR .TM CUSTOM-CARPENTEMWMNS-HIGH SPEED
Pool Information
Flow Pas: 96.2a GPM
Total Piping Lengths:
Sudhon Lift: 2 Ft
InletSke: 72 Ft
Discharge Side: 72 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(wnsult your local code)
Inlet Piping: 2.445 In
Branch Piping: 6 Ft/Sec
Discharge Piping. 2.445 In
Inlet Piping: 8 FVSec
a
Discharge Piping: FVSec
Piping Head Loss at 96.28GaUMin:
(not leading fdOngs orvdves)
Inlet Piping: 4.15 Ft
Discharge Piping: 4.15 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate:
96.28 GMMIin
Branch Pyrirg:
3.0 In
Your head Low:
7509 Ft
Inlet Piping:
2.51n
Maximum Flaw Sale
Discharge Paring:
2.5 In
at Maximum RPM:
96.28 Gal/Min
Ensure the drain covermax flow ramp is not
exceeded..
Head Low at
75.09 Ft
Maximum Flow Rate:
150
125
-10p
5
is
50
25
System Head Pressure Curve
1011n1e111F10 Variable Steed,VS♦SVItS. W. or VSF-3 ram
Clean System
Dashed Operation Point
0 50 100
Volumetric Flora Rate (GPM)
8/4/2017
Selected Components
0 PENTAIR
TDH CALCULATOR JMCUSTOM-CARPENTERRAWMS-LOW SPEED
Pool Information
Pod Volume: 7000 Gal
Total Piping Lengths:
Turn Over Time: 3,75 His
Inlet Sine: 72 Ft
Sucbon Lift: 2 Ft
Discharge Sine: 72 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consuti your local code)
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 PV6ec
Discharge Piping: FtiSx
8
P 9 pi In Head Loss at 31.11GaVMin:
(not incuding fillings or valves)
�1 l
Inlet Piping: 0.51 Ft
�l
Discharge Piping: 0.51 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate:
31.11 GaVMin
Branch Piping:
1.5 In
Your Head Low:
9.72 Po
Inlet Piping:
1.5 In
Maximum Flow Rate
Discharge Piping:
1.5 In
at Maximum RPM:
96.28 GaliMin
Enurethe dmrn coyeram r flow nrnng is not
exceeded.
Head less at
75 09 Ft
Maximum Flow Rate:
System Head Pressure Curve
IntdlliFlo vambla Speed. VS+SVRS, VF. or VSF.1200 rpm
Clam System
neared Operation Point
0 10 20 30 40
Volumetric Row Rate (GPM)
Selected Components
Components
Components
Hoed Loss id
Head anaM
Rama
Quart
w3a
`eras
Oua1
b1.11Q0.0
Inlell2.Y
t
2.49
2.49
aaChlm lC-20
1
O.M
3I, ma
T x2Drain valve
3
163
\�' \ verve
a
0.19
Mein Drain
1
1.w
anon3w,
.fain drain
1
0.32
Cban and Clem
1
Boar
Clean erM Ca
1
0.54
lainch Rehm
3
42.52
la Inch Return
3
4,47
Piping
Name
a0 da,rmdaew
4a deoee alaw
Tare naoudr
Pumps
Name
Irrai Variable speed, VS+SVRS, VF,
or VSF
mar PHcharge Headwima,
Quentityy Quantity w.2a6a1/MIn
5 10 sic
0 0 0.00
0 2 0.5T
Quantity
t
Piping
MM DiacMrpe Head Lossat
N ebow Quarter Quantity 31.11PNa41n
dares
45 degas elbpw P 0 a m
Tee Thmuan 0 2 007
Pumps
Name Downey
hweFb variable Speed, VS+5VRS, VF, 1
or VSF
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