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PENTAIR
TDH CALCULATOR
Pool information
Pool Volume: 5328 Gal
Total Piping Lengths:
Turn Over Tome: 1.50 Hrs
Inlet Side: 60 Ft
Suctlo, 0 Ft
Discharge Sid` 60 Ft
Maximum Pipe 6. city Allowed-
Piping Sizes: ---
(consua your local cede)
Inlet Piping: 1.592 in
Branch Piping_ 6 FII
Discharge Piping: 2.052 In
Inlet Ping. 8 FVSec
Ping Head Loss at 59.20 GayMin:
Discharge Piping: 11 Ff/Sec
(nct klwding fitralgs or+^"yes) .
Inlet Pipir 11.34 Ft
. _.
Discharge Pig. -- 3.30 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- Yo -TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 59.20 GaYMin Branch Piputg: 2.0 In
Your Head Loss: 36A5 Ft Inlet Plprg: 2.0 In
Maximum Flow Rate Discharge Piping 1.5 In
at Maximum RPM: 57.38 GalMin
Ensure the drain cover max flow rating Is not
exceeded,
Head Loss at
Maximum Flow Rate: 34.32 Ft
System Head Pressure Curve
G 20 40 60 81
Selected Components
Components
Head Loss at
Name Quantity 5920 GatNin
320 chlorinator 1.5 1 1.45
2" x 2.5" 3 Way valve 1 0.51
Main Drain 1 0.78
Clean and Clear 1 2.19
1 inch Return 3 0.99
Skimmer 2" 1 1.04
Piping
Inlet Discharge Head Loss at
Name Quantity Quantity 59.20 QauMin
90 degree Flow 12 12 12.83
Tee Through 1 2 095
Check Valve 0 1 1.08
Pumps
Name Quantity
0.75hp, E+, Single Speed (348022) 1
A# Pentair trademarks and togas are owned by Pentak hie. tntetiFb®, Ints iCOmmilA EasyToucM ImsEliTauchOl; SrmToucn(Ok and Re Selsctw are
registered trademarks and/or trademarks of Pentair Wafer Pool and Spa, Inc. armor ft atr#iated companies in the United States andlorOmer
countries. Unless exprassy noted, names and brands of third parties that may be used in this oacumark are not used to indicate an arrxafrin or
endorsement between the owners of these names and brands and Pentair WaierPool and Spa, Inc. rwe names and brands may he the
trademarks or registered trademarks of those third parties. Because we are continuously improving our products and services, Penteirresawas the
right t0 change specitications without prior notice. Pentax is an Squat opportunity anpioyer,
OUTSIDE ANGLE OF REPOSE
& AND FURTHER = 4" THICK WALLS W/ #3RESAR @ IT O.C. EACH WAY.
3' TO & 6' THICK WALLS W/ #3 REBAR @ 12" O.C. EACH WAY.
O' TO 3' 6" THICK WALLS W/ 0REBAR @12' O.C. EACH WAY.
5ft.�
win
4" 6" 8. 8"
aft.
/TANGLE
REPOSE
r
EXCAVATION INTO THE ANGLE CA REPOSE IS ALLOWABLE PROVIDED
SHORING IS INSTALLED AT SOILS
FROM EROSION
SHORING SHOULD BE
SUFFICIENT INSECURE SOILS FROM EROSIONORSETTLEMENT
•NOUNDERMININGOCCURS A ENGINEER APPROVED IF ANY DOES.
:NO
TEST MI THE BACKFILLED MATERIAL ARE PROVIDED WIT
PLANS OF THE SWIMMING POOL.
SPA DETAIL
TO JET
PUMP 32" CHANNEL DRAIN
VENT LINE NOT TO BE
FURTHER THEN 40 FT.
FROM POOL 2S MAX 1
TO AIR 11 1
WETLENGTH /
TO FILTER I
VENT
L VENT LINES TO BE I' MAX PVC NO SCALE+
OVERFOUROR
A DETAIL O TILE
SPAWALL
MVIuI LEIERE�
SECTION
6'X&TIL`E
6"X6'TILE
SPA BENCH y
19"BELOW
WATER LINE
a"SLAB
32"
- 25" PSIWIFIBERMESH
CHANNEL DRAIN
SHALL BE
4" TYP. WALL
SECUREDIN
PLACE SO THAT
TOOLSARE
REQUIRED FOR
STEEL-TEX FORM
REMOVAL
T'�m
OR KRAFT WALL
#3 @ 12" O.C. B.W.
t�
TO PUMP--►
GRAVEL BED
NO SCALE
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2X6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY.
2. HAND HOLD TO BE INSTALLED AT ARE WHERE
DECK RAISED -8" ABOVE POOL.
FOOTER DETAIL
(2) #3 REBAR or
(1) #5 REBAR
12" LL
12"
NO SCALE
RAISED AREA ELEV. & GRADE
0
EXN INPGWAE
OR VTOX'
6L.
NO SCAU
PIPING SCHEMATIC
AT UST HOLE) 36PSI FOR
NO SC4LINE
LEAST30MIN.
ALL PLUMBIN
RETU
P
SENCME
TRENCH
DRAIN
L
HAIR & LINT
CATCHER
TO VENT (COMPONENT OF PUMP)
POOL DETAIL
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED T
WATER TABLE IN SHELL
TRENCH DRAIN
TO GRAVEL BED
2.5" MAIN DRAM
NO SCALE
OVERPOUROR
NOTE. REMOVEGMTEB
CAPTILE^
0E 1"N&INTPLUGUX PWPN
ORAINBNEACRANX PUMP
UCAS
PPPLI&TIL
LINE WREN EMPTYMJO P^OL,
6• X 6• TILE
BENCH
ORATE
18'
8"BELOW
WATERLINE
SHALL BE
SECURED IN
PLACE SD THAT
TOOLSARE
REQUIRED FOR
REMOVAL
THREADED II''
PLUG
GRAVEL BED
STEPS \-- ,
STEP nI:TAIL.
1.TREAD LZ" rh I N E
2, RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID GUNITE 1000 P.S.I,
NO
SWIM OUTS
WHEN PROVIDED
SHALL BE A 20" MAX
BELOW THE WATERBLINE
20" max
NO SCALE
2.5" MAIN
DRAIN
model 32CDFLXXX
1 ROW OF WATERLINE TILE-,-
_
WATERLIN
rR!SLOPES
LIGHT-..E.A.FL
tRE
VTHICKSHALL
F
NOT
eEA6
SASLY
SLOPE
COMCYCOLAC MAIN DRAT
GREATER
THAN 11
THESWPEOFTHETHE
SHALLOW E
TOWARDSTHE DEEP AREA SHALL
NOT EXCEED I FOOT IN 7 FOOT. (Ca1�OP
TYPICAL SECTION THRU POOL
NO
SCALE
L
VPPER I SLOPE
4' SLAi-
2500 PSIWi FIBER MESH
TYPICAL WALL
4}"TYRWALL SECTION&
WELL POINT
STEEL-TEX FORM
OR KRAFT WALL
i3 @ 12" O.C. B.W.
NOTE: FOR DEPTHS
GREATER THAN T ADD
1 - #3 COVE BAR @ 6" O.C.
THESE PLANS AND ALL PROPOSED WORT~:,
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN aRDER TO `
COMPLY WITH ALL APPLICABLE CODES:
y 0 -i)su>
ST LU�TFCOiPi'TV RITTI DINTe_ I)WISION
RF,VIF;114't,0 FOR !PL L" SCE
kEVI 1}�IJ�IJ! /1DATE- 7� IL1�2M tli+ll
PLANS AIjNfFD PERMIT MUST RE KEPT ON JO!!,
OR NO INSPECTION WILL BE �,Lkf)E•
PRESSURE GAUGES INSTALLED ON v(IC UM PRESSURE
FILTER PUMP FOR FINAL INSPECTION • 1H3) + 1 x 2 a1 = TOTAL DYNAMIC HEAD
teat of head feet Df heed
�1
-Water Velocity- Max 8ft/Sec as per FBC 2014- R450 t _
-Pool Barrier to comply with FBC 2014 - R450 I
-Skimmers comply with FBC 2014- R45o I
-Equipment Foundation Tx 7' concrete slab min. 3.5" thick pour in place
-Water Heating Equipment to comply with FBC 2014 - R4 5 01
gtStL_pltJGa C®per Zolq d` AN9VAPSP,-i
0
ARCHITECT
I
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 7 '2 460 7751
F: 772 460 4244
W WW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
dC.NlsE-r t_OGUIIPtCE
Fo0L•
705 CY Pem.SS !:IT-,
CLIENIT
FOOLS
CONSULTANTS
BENCHMARK ENGINEERING
BOWDOIN G HUTCHINSON P.E
"06 DELAWARE AVE.
,C T. PIERCE, FLORIDA 34950
P.E. # 70878
REGISTRATION
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REVISIONS
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REVISION
KEY
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