HomeMy WebLinkAboutAPPROVED TURMELLE PLANSPOOL -300 SQ:. FT. X 73114. FT:
DECK 755 SQ: FT.
LVERS-AND AD
EXISTING DECK
ACCEss PER PLAN
CHLORINATOR .PENTAIR I-CHLOR 3.0.
HEATER- PENTAIR ULTRA TEMP 125'000 BTU
1=1LTE PENTAIR CARTRIDGE FILTER CC.100
2
misc.
R
WATER FEA
3' c
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13k
3W132"g
R— 28 ft.
T DEEP
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J
-
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NICH LESS
12" WITH. (1 EA.)
.ANT
HFI
LOCATION OF Girl RECEPTACLE TO 13E
DETERMINED IN FIELD PER NEC GRo
S X G WATERLINE 'TILE AY-622 TNONIS 6 X 6
2 X 6 STEP TILE AY-222 THONIS 2 X 2
OVER POUR GOLD TRAVERTINE
HAND HOLDS- GIALLO GOLD
GEM FINISH AQUA GEM
]BABY BARRIER BLACK
DECKING PINA COLADA FLO-C'RETE
ORADO POOL CLEANER
6x12 COPING
TY"P GOLD TRAV RTINE
(2 EA.) YDROS
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POOL SPECIFICATIONS
k
IMUM WIDTH 13' MAXIMUM LENGTH 28'
MUM DEPTH 3' MAXIMUM DEPTH 5'
E CUSTOM ELEVATION T.B.D.
FROM EXCAVATION: HAUL
A FILL AND COMPACTION Np
NTRANCE PER PLAN
_ AY-622 INTERIOR AQUA GEM
PLANTERS NA DECO. DRAIN INCL.
APPROXIMATE GALLONS POOL 9 000 .
PUMP G.P.M. 100 SPA NA
APPROXIMATE TURNOVER TIME EVERY G 1IpURS
CUT AND CAP SPRINKLERS HOMEOWNER
SAFETY FENCE COLOR BLACK
OVER POUR GOLD TRAVERTINE
SHEET TILE STEPS ONLY
MOASICS NO
OWNERS HEREBY ASSUME AND AGREE TO TI IE
PROVISIONS OF THE CONTRACT FOR POOL
CONSTRUCTION; AND APPROVE THESE PLANS
WHICH ARE MADE APART OF THAT CONTRACT
OWNERS SIGNATURE
ADDRESS: ____ _1 F1IV(_
AGENT SIGNATURE: SONJA Co121mrr
POOLS SY GREG INC. WANTS LOU TO KNOW
A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL SUPERVISION, NO CHILD
SHOULD BE LEFT UNATTENDED. PARENTS SHOULD KNOW THAT ADULT SUPERVISION IS THE
ONLY WAY TO PREVENT AN ACCIDENT, THEY SHOULD MAINTAIN CONSTANT EYE CONTACT
WITH THE CHILDREN WHENEVER THEY ARE NEAR, OR COULD GET NEAR ANY BODY OF
WATER. UNFORTUNATELY, MOST ACCIDENTS OCCUR WHEN THERE IS A LAPSE IN
SUPERVISION EVEN FOR A SMALL TIME. NEVERTHELESS, PARENTS SHOULD BE AWARE THAT
ANY BODY OF WATER POSES A RISK, ESPECIALLY FOR CHILDREN UNDER 5 YEARS OF AGE,
POOLS 13Y GREG CANNOT BE HELD RESP014SIBLE FOR ANY LOSS, DAMAGE, DEATH OR
INJURY DUE TO MALFUNCTION OR FAILURE OF A BARRIER OR ALARM W1-IEN USED BY THE
CUSTOMER, FOR ANY REASON BEYOND ITS CONTROL UNDER ANY MRCUMSTANCES, FOR
ANY REASON WHATSOEVER. THE CUSTOMER ASSUMES ALL RISKS DIRECTLY OR INDIRECTLY
RELATED TO MALFUNCTIONING OR FAILURE OF BARRIER OR ALARM. POOLS BY GREG, INC.
MAKES NO CLAIM WHATSOEVER TO THE DIFFERENCE OF THESE PRODUCTS
RULES FOR POOLS
> INSTRUCT BABY-S)TTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG CHILDREN
AND ABOUT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR ALARMS AND LATCHES
EMPHASIZE THE NEED FOR CONSTANT SUPERVISION.
OUR€NG SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT A DESIGNATED WATCHER
Digitally signed by Marvin R
TO PROTECT YOUNG CHILDREN FROM POOL ACCIDENTS. ADULTS MAY TAKE TURNS
Rodgers
Marvin R
BEING THE WATCHER OTHERWISE, ADULTS MAY BECOME PREOCCUPIED AND ASSUME
SOMEONE ELSE IS WATCHING THE CHILDREN,
DN: c=US, o=Unaffiliated,
IF A CHILD 1S MISSING, CHECK THE POOL FIRST. SECONDS COUNT IN PREVENTING
ou=A0141 00000001725DB6E2
DEATH OR DISABILITY. GO TO THE EDGE OF THE POOL AND SCAN THE ENTIRE POOL
CA00018119, cn=Marvin R
Rodgers
Rodgers
BOTTOM AND SURFACE, AS WELL AS THE POOL AREA.
DO NOT ALLOW A YOUNG CHILD ON THE POOL WITHOUT AN ADULT.
Date: 2021.02.01 22:18:34
❑O NOT CONSIDER YOUNG CHILDREN TO BE DROWWPROOF BECAUSE THEY HAVE HAD
SWIMMING LESSONS OR ARE WEARING A LIFE JACKET.
-05'00'
LEAR14 CPR, BABY•SITTERSAND OTHER CARETAKERS, SUCH AS GRANDPARENTS AND
OTHER SIBLINGS, SHOULD ALSO KNOW CPR
KEEP RESCUE EQUIPMENT BY THE POOL. BE SURE A TELEPHONE IS POOL SIDE WITH
EMERGENCY NUMBERS POSTED NEARBY.
> REMOVED TOYS FROM IN AND AROUND THE POOL WHEN IT IS NOT IN USE. TOYS CAN
ATTRACT YOUNG CHILDREN TO THE POOL.
NEVER PROP OPEN THE GATE TO A POOL.
NO RUNNING, PUSHING, WRESTLING OR DISTURBANCE IN THE POOL AREA. NO
CHEWING GUM PERMITTED IN THE POOL AREA (RED CROSS SAFETY SUGGESTION FOR
THE PREVENTION OF CHOKING),
DON'T LET LONG HAIR GET NEAR A POOL OUTLET. THE SUCTION CAN CAUSE HAIR OR
BODY ENTRAPMENT AND DROWNING.
HAVE A FIRST AID KIT AT POOL SIDE.
> NEVER SWIM ALONE.
> NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL.
DON'T ALLOW CHILDREN TO PLAY AS THOUGH THE ARE DROWNING, A FALSE ALARM '
MIGHT DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY.
DESIGNED 3Y: So v ycv Co-YU-,-t�
> WHEN DIVING, ALWAYS ENTER THE WATER FIRMLY
OVERHEAD AND KEEP
YOUR HANDS TOGETHER TO PROTECT YOUR HEAD. G INTO
SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES CAUSING PERMANENT 1
PARALYSIS. NEVER DIVE INTO AN ABOVE GROUND POOL.
i AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER.
—Pool construction complies with FBC 2020, ANSI-7, ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2020—R4501.6.3
—Pool Barrier to comply with Section R4501.17-7th edition FBC
—Skimmers comply with FBC 2020—R4501.21.2
—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 Heatina eauiDment to ComDIV with FBC 2020—R4501
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
gyp Wip.
0
N
Vacuum (In Hg) X 1.13
Feet Of Head
MAIN DRAIN
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)
TO GRAVEL BED
NOTE: REMOVE GRATE &
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP OVERPOUR 0
LINE WHEN EMPTYING POOL WHERE
6"x6
GRATE SHALL
BE SECURED IN IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
Ya" PER FT. MIN SLOPE
R CAP TILE
APPLICABLE •. .:.. ,�; .:,
TILE ~a • �
4" SLAB
TERIOR 2500 FIBER MIX
FINISH 4y" TYP. WALL-3,000 PSI GUNITE
6" TYP. FLOOR
3 000 PSI
— STEEL—TEX FORM
OR KRAFT WALL
TRENCH DRAIN — #3 (A 12" O.C.B.W.
GUNITE NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED
PLUG . ;L : (1)#3 COVE BAR 56" O.C.
GRAVEL BE TO PUMP —
TYP. WALL SECTION & WELL POINT
(NO SCALE)
#8 COPPER
TO GRID
HORIZONTAL INSTALL
#8 COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
(2) #3 REBAR OR
(1) #5 REBAR
8"
FOOTER DETAIL
(NO SCALE)
C\\PRNEV ORP\N
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2020 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 INCLUDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum 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.
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY RETURN TO POOL
3' TO 6' — 6" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY
0' TO 3' — 8" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY THREE—WAY
WATER TO SHEER VALVE
9 ft. DESCENT
=�j
6 ft.
CL
3 ft.
...........
J J J .� ....:::.::::::::�::::::.... .::•:::::•::':::...
:•........:•:.::.:...:........... FINER
¢ ¢• ¢
C-0 eo41
•• p� SUCTION FROM POOL
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
��<1* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES TYPICAL SHEER DESCENT DETAIL
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO (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. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
10" MIN e.
N e. •
r_- M. E -. E -."T —7
(NO SCALE)
POOL LIGHT
JUCTION BOX
YARD BY
_
Z_
POOL PATIO
EQUIPMENT
WATER LEVEL
z
— 12 VAC FROM
UNDERWATER
POWER SUPPLY
LIGHT
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
STEP DETAILS POOL FINISH
�•�:. 1. TREAD IS MIN OF 10" WIDE. 1„ PVC
2. RISER NOT GREATER THAN 12" EXCEPT IF SCHEDULE 40 PVC SLEEVE CONDUIT
MORE THAN (3) TREADS ARE USED NO BONDING
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
POOLS
/byr
�� GREG, INC
DECK --\ 1 ROW OF WATERLINE TILE
3 ' — 0 1'WATERLINE —
HAIR & MAX W — 0
11NER 1
#3 STEEL ®12" 0/C E.W.
FLOOR SLOPES
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
COMPLY WDH ARTICLES 5.6.1
THRU 5.6.3 THE SLOPE OF THE FLOOR FROM
THE SHALOW END WALL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
3'-6"
LIGHT
6" THICK
20'-0" 4'-6"
o
nog — V n»
�.
TYPICAL SECTION THRU POOL
(NO SCALE)
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11"
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: _==___ft__==_x 7.48(gal/Ft) _ _===gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: ___ XXX____ 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 __inch to keep velocity @ 8 fps max. at_ 82_gpm Maximum System Flow Rate.
Return Piping to be_? __inch to keep velocity @ 8 fps max. at 82 _gpm Maximum System Flow Rate.
Main Drain Cover(_____ HEMBNE______) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
gpm 0.23'
1.5'
37 gpm 0,08'
E21
m 0.14'
2'
62 gpm 0,06'
gpm 0.10'
2,5'
88 gpm 0.05'
117 gpm ,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'
Pump Model PENTAIR SUPERFLO VS H.P. 1.5
Total H.P.=H.P.x service factor. I H.p. or more must be 2 speed or variable speed
Filter Make PENTAIR C&C Size 100
Filter min. area based on 6hr. turnover flow rate pool 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 ------
Controls must operate a minimum of two speeds.
The higher seed override is not to exceed one normal c cle or 24 hrs whichever is less
Determine Pipe Sizes: HYDROS
Trunk Piping to be_ 2 __inch to keep velocity @ 8 fps max. at 82 _gpm Maximum System Flow Rate.
Return Piping to be_ 2 __inch to keep velocity @ 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 and Model) See Engineering Page for Drain Configuration
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 m 0.14'
2'
62 gpm 0.06'
82 gpm 0.10'
2.5'
88 gpm 0.05'
117 gpm 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'
DESIGNED FOR:
POOLS BY GREG
TURMELLE RESIDENCE
3100 BENT PINE DR
FT PIERCE, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
R Pierce, FL 34982
(772)201-1634
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com
PENTAIR
TDH CALCULATOR PBG-TURMELLE-HIGH
STEP 1 STEP 2
POOL SPECIFICATIONS SELECT EQUIPMENT
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
Pool Volume l9albns1: IRMOp ga09ns Suction Lill- 2.00n
Turn Over Thou A 600.00 hours
Fit -two Flow Ram: 36.00 GPM M„imum Flow Rata 65.72 GPM
Selected Components
SELECTION QUANTITY MAXIMUM PIPE VELOCITY IFT/SECI SUCTION OUTLET 8
I-OULTvoux LocucooH DISCHARGE 8
MAIN DRAIN 1
TOTAL PIPING LENGTHS IFTI INLET 66.00
DISCHARGE 100.00
SELECTION GUANTITY
❑� 1 INCH RETURN 4
900EGREE ELBOW INLET 6
DISCHARGE 14
IcnLOR 39 1
L`i -THROUGH INLET 0
1 DISCHARGE 5
CLEANANDCLEAR 1
IS" X 2" 3WA1YALVE 4
ULTRATEMP 1
SELECTION MODEL QUANTITY
SUPERFLO VS 1
Results: Yaur TDH Calculation
Flow Rate 65.72 GAL/MIN Maa Raw Raceaz Max RPM: 65.72 GAL/MIN
Head Loss 53.65 FT Head Loss at Max Flaw Rate at Max 53.65 FT
RPM:
REQUIRED MINIMUM PIPE SIZE
Inlet Piping: 2.00 Discharge Piping: 2.00
PUMPRPM
Flow Rate at Selected Pump RPM: 65.72 Pump RPM: 3450 J
Head Loss at Selected Pump RPM: 53.65
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
z
a
n
o
w
0
c
0
D
s0
oo
20 -
10
0 10 20 33 40 50 60 70 80 90 100
Volumetric Flow Rate (GPM)
-Clean System Curve -Pump Curve ■ Desired Operation Point - Clean System A Pump Operation Point
Association of �11PSP Pool) R Spa Professionals® PBG-TURMELLE-LOW
ANSVAPSPACC Ise ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECTNAM':
AND ADDRESS
TURMELLE
CONTRACTOR
ANDADDRESS:
p0OL BY GREG
OWNER:
CONTRACTOR PHONE: DATE:2-1-21
mg� �
Professionals (AP5P1. It is not pdrt of Me Amedan National Sbntlard AN51/APSPACU15a 2011 but is included for information only. Cpnbadorsshould
apa
acquire and comply
with the AN51/APSP/ICC-15a 2011 standard which on be purchased at wwwArel mg.
1. §5.2.1: Calculated pool volume
a. Gallons: 9,000 ;or
1.
9,000
gallons
_
b. Calculated Gallons: (surface ma) X (average depth) X 7.48 (gal/f-3) _
2. §S.2.1: Calculated filtration flow rate
2.
36
91"1
_
(Pool volume s 360 or 36gpm whicheveris larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
3a.
1.6
inches
_
(Enter the smalkst pipe sire from Table 1 with o 6fpS flowcapGdty thesome or more thou item 2.)
It. Minimum suction branch pipe diameter
31z
N/A
inches
(Cakulate: Item 2. _(gpm). Brooch Pixn (Wanbry)= branchflowrote_(gpm).
-
Enterthesmulks(pa,e uefrom Table I with, 6fpsflowcapoclty the same ormore rho. the wkulated
sudlo, branch jlowrote.)
c. Minimum return pipe diameter
3c.
1.5
inches
(Enter the smallest pipe size from Table 1 with a 8fss flowcapacity thesame or more rho, item 2.)
_
d. Minimum return branch pipe diameter
3d.
N/A
inches
(Cok,IPN, Item 2. _(gpm)+Branch Pipes_lquontnyf =branch flow rote _(gpm).
_
Enter the smaikstpipesueham Table 1 with, 8 fpsflowcapachy Me some ormore than the calculated
return branch flow rote.)
4. §5.4.1: Filter type and size:
a. Filter type: (Cartridge, DE, Sand)
4a
CART
b. Minimum filter area
4b.
96
sq. ft.
-
(CokWote: item 2. _(gpm)+filter factor_ spoW l))
lilrerfoctors: Carakrpe=e375,$and=I5, aiatam ..E nh=2
S. §5.4.2: Backwash valve:
N/A
_Yes, _X_No?
(when using a backwash voW, enter result Of- 3c or 2 inches Whkhewris large,)
S.
inches
-
Table 1
Pipe
Iwnan vial
Nominal GPMg6tpa
1?a
';
3>A
naI GPM�eTps
%
T.
5
6. Singlespeed pump selection (when used):
§5.1.1, 5.3.1: For single -speed pumps with a total horsepower 0.99 or less, find and enter a compliant pump from the Pool Pump
Database.
a. Pump model
6a.
N/A
_
It. Tat Ihorsepower
6b.
N/A
7. Multi -speed pump selection (when used):
§5.3.2.1: Pooh 17,W0 gallons::-, sekd pump'from the database witha Come -A gpm flow equal to Aem2 mie-
§5.3.2.2: Pooh 17,<blgallons ar more,w""Pump'fram the database wdho Curve{gpm)iow equal io item2ar ksx
or
'Muhl -speed pumpsmusr Hove one speed Ikted thatsati s this requiremerd.
PENTAIR
SUPERFLO
VS_
a. Pump model
7a.
b. Pump Flow
7b.
45
gpm
_
1§13.11, 5.3.2.2: Applicable Cu- A or Capra fbwlistedin database)
3/17/n ANSI/APSP/ICC-15 Sbndard Writing Committee Earn,
1 of 2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
componem
section
a ldrements
Cher
4.4.1.1
Heater has no pilot light
4.4.1.2
Readily accessible on -off switch mounted outside of the heater
X
Heaters
4.3.1.3
No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
or for pool with 60% of documented pool heating from on -site solar or recovered energy.
4.3.2
Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
X
S.1.1
Pool filter pump listed in database
X
5.3.1
Pool filter pump With total horsepower 1.0 or more is multi -speed
X
5.3.3
Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary
pool loads are operating within 24 hours and programmed with temporary override capability for
servicing.
X
Pool systems
5.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
N/A
5.5.2
Pipe before pump has at least 4 diameters of straight pipe.
X
5.5.3
System installed with solar, or setup for the future addition of solar heating equipment by
installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or
built-up connections, or dedicated pipe to and from the pool.
X
5.6
Directional inlets for mixing pool water.
X
ANSI/APSP/ICC-155bndard Writing Committee For,
ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES
30" WIDE x 6'6" HIGH z 36" DEPTH CLEAR WORKING SPACE IN
FRONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2)
AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE
NOTE:
WATER PROOF G.F.I.
MUST NOT BE MORE
THAN 20' FROM POOL
EDGE AND NOT
WITHIN 6' OF POOL EDGE
N.E.C. 2017 SEC. 680.22(3)
POOL TIMER W/S.T.
TOGGLE -SWITCH
N.E.C. APPROVED
1" PVC CONDUIT
- 3-#12 IN
1/2" CONDUIT
i
#8 SOLD COPPER WIRE �
TO EQIAPOTENTIAL BOND
#8 SOUD COPPER
WIRE TO GROUND
OPTIONAL 2ND UGHT
JUNCTION-BOX(S)
MIN OF 8"
ABOVE POOL DECK
POOL DEC
-#8 SOLID BARE COPPER
_ANT. PERIMETER BOND
IRE WITH APPROVED
CLAMPS 4" TO 6" BELOW
SUB -GRADE BOND TO
ENTIRE EQUIPMENT ALL-INGROUND
�T,,,r„ POOLS
1-/8 SOLID BARE COPPER
BOND WIRE WITH APPROVED
CLAMPS 0 (4) SIDES OF
GUNITE POOLS BOND TO
POOL STEEL
PENTAIR
TDH CALCULATOR PBG-TURMELLE-HYD
STEP 1 STEP 2
POOL SPECIFICATIONS SELECT EOUIPM ENT
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
POoI VOWmelgaUons): 9000.00 sudiOn Lin: 2.041n
gallons
Turn Over Ihours1: 600.00 hours
Filtration Flow Rab: 36.00 GPM Maxi mum Flow Rate 51.46 GPM
Selected Components
SELECTION QUANTITY MAXIMUM PIPE VELOCITY FT/SEC) SUCTIONOUTLET 8
IcoxsuLrvouR Lo:ucoou DISCHARGE 8
MAIN DRAIN 1
TOTAL PIPING LENGTHS [FT) INLET 66.00
DISCHARGE 58.00
SELECTION QUANTITY
1/21NCH RETURN 2
J 900EGREEELBOW INLET 6
DISCHARGE 8
Icxtoa l9 1
TEE THROUGH INLET O
1
�.'••: DISCHARGE
CLEAN AND CLEAR 1
• i
1.5"12"SWAY VALVE 4
ULTRATEMP 1
SELECTION/MODEL QUANTITY
SUPERFLO VS 1
all
Results: Your TOH Calculation
Flow Rate 51.46 GAL/MIN Mao Flow Rateat No, RPM: 51.46 GAL/MIN
Head Loss 62.02 FT Head Lossat Max Flow Rateat Max 62.02 FT
RPM:
REQUIRED MINIMUM PIPE SIZE
Inlet Piping: 2.00 Discharge Piping: 2.00
PUMP RPM
Flow Rate at Selected Pump RPM: 51.46 Pump RPM: 3450 J
Head Loss at Selected Pump RPM: 62.02
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
200
190
180
170 =
160 y
n
150
M 140 p
t 130 F
a
U 120
I10 I
100 m
`o 90
C 80 C.
0
70 no
x" 60
50 �
40 a
30 "
20
10
0
0 10 20 30 40 50 60 70 80 90 100
Volumetric Flow Rate (GPM)
-Clean System Curve -Pump Curve g Desired Operation Point - Clean System A Pump Operation Point
)S
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORK SHALL
CONFORM TO N.E.C. 2017 SEC. 680
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTION
OF THE N.E.C. 2017 SEC. 680.26