HomeMy WebLinkAboutAPROVED, PLANSPOQLS BY GREG, INC. wmi you T4 @CI+Io ► A BARRIER OR ALARM IS Nw A SUBSTITUTE FOR PARENTAL SUPERVISION. No
CHILD SH01iLD BB LEFT UlvffMWM PARE�'d'S SHOULD? KNOl41t THATADULT SUPERVISION IS TIME ONLY WAY TO PFIEVENT ANG
ACCIDENT THEY.SHOULD`�AtN CONSMff EYE COMM WUH'1'HE CM DREN YOIENEVER THEY ARE NEAR, 0.R COULD
GET NEAR ANY' BM OF' WATM UNFORWHATELY, MOST ACCIDENTS OCCUR 1i HEN THERE JS A LAPSE IN SUPERVISION EV�11
FOR A SMALLTIME. NEVERTHELESS. PARENTS SI~3OUI D BE AVLf ME THAT ANY BOW OF WATER POSES A RISK, ESPECIALLY FOR
CHILDREN uNDF-R 5 YEARS OF AGE. P� BY G G CA11 m3T BE HEm AESP�SmLE FOR ANY Loss, DAmAsE, .[3Em. OR
INJURY DUETOMALFUNCTION0RFAtLUREOFAi'1AMlERQRAtAAMVfiiMUSED SYTHE CUSTOMER, FORANYREASON BMND
ITS CL1Ntnc3L uNDER ANY CiRCUMsmrms. FOR Ata REAsmV61ATSOEVER.THE CUSi'QMER ASSUMES ALL RISKS DIRECTLY
OR INDIRECTLY RELATED TO MALFtlI�I=ON,3i1t1s OR FAILim of BARRIER on AL.AFIM. POLTLS BY GREG. INC. MI AM NO CLAIM
WHATSOEVER TO THE S CE OFTHESE PROMM
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MAX WIDTH
MIN. DEPTIi �' � � MAX" _ /C� 4 f'
SHAPE / 7 d�' , E��' MM
DIRT FROM EXCAVltItON:HAUL
LEAVE _ f'�e � LFA�1E
LEAVE -MOVE TI6EI3 5P}�1"AI?
EXTRA FILL C.UMPAGTM c C
JOBaENTRANCE
. TILE
STEPTTLE M�2mn �Y A Z_ �._ �2�/
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FILTER r` f G7) F,�dt°klFf X"5
Al. T 5 -
_
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MOTOR H.P _ �• � Tt?�E cc. zve4
w I
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LIGHT
MAIN DRAfAt SMUIER-
.....tiA ti..&R_./�
F
INLETS1 T"ERAPtr
z•
-- --- ---- - -
fC _.
HANDRAIL At 14
DIVE 8D N 14 SUDEj _
INN
BEATER-. TAB+LIC N�,4
VAC. HEAD nr A V3= HOSE
VAC. POLE /,t%Gd_
LEAF SKIMMER «l CL TEST LKH'f II�GI'
CHLORINATOR FIL.I..L.WE n!
r !
Lp A�.P�ff
OVERFLOW LINE � PLkUL �F�B�fr3'SirAtliB��':
TREE REMOVAL - IV Irl,— ST F4NIM+.t IV14
WATER
lh1 A ELECTRIC SUPPLY
BACKWASH L E i�CNA ���
IN
N
SCREEN ENCLOSURE FOOTERS -&/—
ELECTRICAL HOOKUP
PATIO.dE.S �Di
JPr;j cl 5
L
EXISTING PATEo Of�Fi?s �g
CA I
'�A -(iy � 0 Y 131,1; L� �
PLANTERS �lA
DECK-0-DRAW '`I A Fi'��r' 25
f
�lCf•I!!��"S
APFAOXGALL.ONS
PuMPG.P.M.
A'PPFX.TURMOVE(3TIME"_:_HR !.
CUT A CAP STRIMCILERS
�.
SAFETY FENCE COLOR ALA
1-114
SOLAR BY
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9 : r
r i
POO
SA �
LF. �a
PATIO S.F.
SPA &F LF.
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tP!y A'5
BRICK -- ,y y BG.d ,e . ✓
2XS
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SHEETTILE ✓
OVBRPOUR
MOSAICS
14 D1 g&-b ''?A ,f
CM�ERS 83uREL'1Y ASSIIm Am D 'RDTm p'F'gn;RUS
OF THE CO1Dd'+13A1".'�r1".I PM10 DMTIF314.i;Y= 0-44I8l1 IPMS
THESE PLANS VP13CHAnEMUEAP=OFT'H&T+L;I Acr
L'7OMEtDVINEI?';al9MOIATMN FMDLM3MTaRiEWTS,,4lr3IID
RULES FOR POOLS APPROVAL SHALL BE THE RESPONS iY IOF'i e
OWNER.
"bDb 2 f�W�i""e?t LjA 2mA INSTRUCT BABY-SITI ERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG 47WNr=FV AGENT SIGNM UIC S_
CHILDREN AND ABOt IT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR
ALARMS AND LATCH S. EMPHASIZE THE NEED FOR CONSTANT SUPERVISION.
14 DURING SOCIAL GA ERINGS AT OR NEAR A POOL APPOINT A
iSHATED .WC-
ER`TO PROTECT YOUNG CHILDREN FROM FOOL E)ATE:
CIDENTS. ADULTS MAY TAKE TURNS BEING THE WATCHER OTHERWISE,
M PREOCCUPIED AND ASSUME SOMEONE ELSE IS
WATCHING THE HI REN.
N IF A CHILD IS MIS IN , CHECK THE POOL FIRST. SECONDS COUNT IN
PREVENTING DETH OR DISABILITY. GO TO THE EDGE OFTHE POOL AND
SCAN THE I:NTIR OL BOTTOM AND SURFACE, AS WELL A5 THE POOL AREA.
IR DO NOT ALLOW YI NG CHILI) INTHE POOL WITHOUT AN ADULT.
R Y'nl� r/2 3- 2vb c rd l X DO NOT CONSID R LING CHILDREN TO BE DROWN -PROOF BECAUSE THEYPOOLO
HAVE HAD SWIM IN LESSONS OR ARE WEARING A LIFE JACKET.
0 LEARN CPR (CARP ULMONARY RESUSCRATION) BABY-SITTERS AND OTHER
CARETAKERS. S H GRANDPARENTS AND OTHER SIBLINGS, SHOULD ALSO
KNOW CPR.
RGVt ca> TILE TO ELECTRICAL PANEL by
W KEEP RESCUE~ E MENT BY THE POOL, BE SURE A TELEPHONE IS POOL SIDE
WITH EMERGEN NUMBERS POSTED NEARBY
k>7tE REldpVE GRATEAlQ(l1Y;�L SLOPE !? ' FQQT MANUAL NOT. STRtiTE�i SSV Di itall ned b arvin R
- .-. 9 v 9 Y N REMOVE TOYS FROM IN AND AROUND THE POOL WHEN IT IS NOT 1N USE. TOYS
Pp1AT[PWGFRfiJ7dRlAfIQOFtAtFtlViD 6' TILE SEPARATE cmc t R
0 LS
i3 s3' b1C E.W. ATTACHAUX PUtaP LINE LYNEK FOR IC[OT 8 LIGHT � � R RSL�I� CAN ATTRACT YOUNG CHILDREN TO THE POOL �� � � C
RR
S POOL 4- c— o=Unaffil ted, 9I NEVER PROP OPE�NTHE GATE TO A POOL GREG,I}T�L
LIGHT 4 SLA5 WA DISCONNECT R'.l'! N !
.iUNCTtON BOX , ou—�A0 4 000000 725DB6E2C
� � s w rR�casT 1% NO RUNNING, PUSHING- WRESTLING OR DISTURBANCE IN THE POOL AI�EA:IVO
GRM SHALL BE SECURED 2 e3 o� 00018119,,en= ruin R CHEWING GUM PERMITTED IN THE POOL AREA (RED CROSS SAFETY
PLACESDTHFaTopLSARE �S- TK WALLS POOL— ua• 9RASS r ID �aolh a ry �� ers� SUGGESTION FOR THE PREVENTION OF CHOKING).
FX-CU MFOR REEAEML. WHUE PRAA81,;E CONDUTT 1N L :o 04'00' N DON'T LET LONG HAIR GET NEAR A POOL OUTLET THE SUCTION CAN CAUSE
PLASTEnnKtSP! FdRPOOLS OVER E'U• GROUND ALL BOXES. LIGHT.
13PEPADD r3 COVE BARS MOTOR, ETC. W+Navv RE SKIMMER HAIR OR BODY ENTRAPMENT AND DROWNING. i1 ��� � �1 . FOR:
PLASTIC MAIN DRAIN THAEttL11 B PU1i8 " • 0 121 CC AS SHOWN X HAVEAFIRST A10 KIT AT POOL 61DE
NOTE. POOL PUMP MOTOR POOL a � '
- .- ._ ,, WTHFLOOR as,s,�r * NEVER SWIM ALONE. .
- - Slti zni oml on LOc. ABOVE GRADE, 1 10 NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL ��� �, � �'� L� � ��� r � ��� Lr
m pump KRAr-TMAIN DAWN HATTER T 0 DONT ALLOW -CHILDREN TO PLAY AS THOUGH THEY ARE. DROWNING - A FALSE
NOTE ALL s+ppL ALARM MIGHT DELAY A RESCUE IN THE (EVENT OF A REAL EMERGENCY. .
TYPICAL SECTION T#�IRU POOL Psplya P v.c 0 WHEN DIVING, ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY. % �� AIAV,�Al �� J�
TYPICAL WALL SECTION $ WELL POINT ELECTRICAL. DIAGRAM PIPING SCHEMATIC OVEAHtm AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD.
NO SCALE DIVING INTO SHALLOW WATER CAN RESULT IN C 1CAL SPINE INJURIES �r Q �f
NO SCALE 1 /L If .i / t",� .rJ kl !
t+o SCALE CAUSING PERMANENT PARALYSiS..lVEYfwR L)IIrE INTO AN A80VE-GROUND POOL / , LCC_.,u r
IS AVOID THE USE OF ALCOHOL! OA OTHER DRUGS AROUND WATER. CPC $
NOTE: REMOVE GRATE & BRICK
11 Y," PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN COPING
DRAIN &ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL "... 6"x6" TILE (2) #5 REBAR
"; a' a
—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
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
2" POOL
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
gyp Wip.
X ° \
0
N
Vacuum (In Hg) X 1.13
Feet Of Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TO GRAVEL BED
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
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
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
#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
9 ft.
6 ft.
3 ft.
Q
Q
Q
CO
00
[_
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
' * SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
PCB SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
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
WATERLINE
Z 0
00
V) O
Z J
o
ro
o
W
Z� +
X
a
X
Q
X
N
GRATE SHALL
BE SECURED IN INTERIOR
PLACE SO FINISH
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
6" TYP. FLOOR
3 000 PSI
BRICK PAVER PATIO
4/22" TYP. WALL-3,000 PSI GUNITE
STEEL-TEX FORM
OR KRAFT WALL
TRENCH DRAIN — #3 ® 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)
POOL LIGHT
JUCTION BOX
YARD BY
_
Z_
POOL PATIO EQUIPMENT
j
WATER LEVEL
z
- 12 VAC FROM
UNDERWATER 7
POWER SUPPLY
STEP DETAILS
LIGHT
SIZE AS DETERMINED
1. TREAD IS MIN OF 10" WIDE.
BY LICENSED ELECTRICIAN
2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT
3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM
POOL FINISH
`.'j,
STEP WHERE DEPTH IS 4' OR GREATER
1" PVC
4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
STEPS
NICHLESS
UNDERWATER LIGHT DETAIL
(NO SCALE)
(NO SCALE)
12"
r
I PAVERS
12"
FOOTER DETAIL
(NO SCALE)
' HAIR &
11NER
Y1j1` -5 isT C�tlu. '-
cv mNEt" DRN@1
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.
DECK
LEVEL FLOOR
4'-0"
POOLS
bye,.
c,r> GREG, INC
1 ROW OF WATERLINE TILE
WATERLINE — N
MAX (j'—Q" LIGHT
1 #3 STEEL @ 12" O/C E.W.
THICK —7
FLOOR SLOPES
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH 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
T-0»
ov —v '
TYPICAL SECTION THRU POOL
(NO SCALE)
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
2,5"
88
gpm
0,05'
117
gpm
0,09'
3"
136
gpm
0,04'
181
gpm
0,07'
4"
234
gpm
0103'
313
gpm
0,05'
6"
534
gpm
0,02'
H12
gpm
0,03'
WALLS
SHALL
NOT
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) = ___XXX ___gal
(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_ 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
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 150
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 hiqher speed override is not to exceed one normal cycle or 24 hrs, whichever is less
DESIGNED FOR:
POOLS BY GREG
ZEEK/WESLEY RESIDENCE
15358 NAVION DR
PORT ST LUCIE, 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
TOH CALCULATOR PBG-ZEEK/WESLEY-HIGH
STEP 1 STEP 2 STEP 3
POOL SPECIFICATIONS SELECT EQUIPMENT TOM CALCULATION
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
Pool Volume (gallons): 14175.00 gallons Suction Lift: 1.50 it
Turn Over (hours): 6.00 hours
Filtration FLow Rate: 39.38 GPM Maximum Flaw Rate 74.23 GPM
Selected Components
SELECTION
QUANTITY
MAXIMUM PIPE VELOCITY IFT/SEC)
SUCTION OUTLET 8
(CONSULTYOUR LOCAL CUD[(
DISCHARGE 8
MAIN DRAIN
1
TOTAL PIPING LENGTHS IFTI
INLET 44.00
DISCHARGE 74.00
SELECTION
QUANTITY
112 INCH RETURN
4
❑�
TEE THROUGH
INLET O
NO IMAGE
AVAILABLE
DISCHARGE 3
ICHLOR 30
1
90 DEGREE ELOOW
INLET 6
DISCHARGE 13
1.5"%2"SWAY VALVE
2
CLEAN AND CLEAR
1
SELECTION / MODEL
QUANTITY
SUPERFLO VS
1
Results: Your TDH Calculation
Flow Rate
74.23 GAL/MIN
Head Loss
47.34 FT
REQUIRED MINIMUM PIPE SIZE
Inlet Piping:
2.00
PUMP RPM
Flow Rate at Selected Pump RPM: 74.23
Head Loss at Selected Pump RPM: 47.34
Max Flow Rate at Max RPM: 74.23 GAL/MIN
Head Loss at Max Flow Rate at Max 47.34 FT
RPM:
Discharge Piping: 2.00
Pump RPM: 3450
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
J
90
80
2
D
70
a
N
m
Q
60
F
U
m
^ 50
v
n
�
3
o 40
'm
a
0
D
Q
o 30
'w
I
20
0
0
10
0
0 10 20 30
40 50 60 70 80 90 100
Volumetric Flaw Rate (GPM)
-Clean System Curve -Pump Curve
ti Desired Operation Point - Clean System A Pump Operation Point
v11PSP The IAssociation
Spa Professionals® PBG-ZEEK/WESLEY-LOW
ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT AND
ANO ADDRESS
ZEEK/WESLEY
CONTRACTOR NAME
AND ADDRESS:
POOL BY GREG
OWNER:
CONTRACTOR PHONE: DATE: 3-30-21
1., � .�,...,.-...,.�,,,.�,,.,o, .,..,,,.,�,,,e'..,=„ .,N=�, .. er,,,,,=.., ,. ..,, „.. ,.== e,,, v, Lll • �� � �� . r 11spa
Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only.
Contractors should acquire and comply
with the ANSI/APSP/ICC-1Sa 2011 standard which ran be purchased at www.apsp.org.
1. §5.2.1: Calculated pool volume
a. Gallons: 14,175 ;or
1. 14,175 gallons
_
b. Calculated Gallons: (surface area) X (average depth) X Z48 (gall/ftA3) _
2. §5.2.1: Calculated filtration flow rate
2. 40 gpm
_
(Pool volume.'360 or 36gpm whichever is larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
3a. 2 inches
-
(Enter the smallest pipe size from Table 1 with a 6 fpsflow capacity the same or more than item 2.)
b. Minimum suction branch pipe diameter
3b. N/A inches
(Calculate: Item 2. _(gpm) _ Branch Pipes_(quantity) = bram'h Jlowrote _(gpm).
_
Enter the smallest pipe size from Table 1 with a 6 fps flowcapacity the same or more than the calculated
suction branch flow rate.)
c. Minimum return pipe diameter
3c. 1.5 inches
(Enter the smallest pipe size from Table 1 with a 8 fpsflow capacity the same or more than item 2.)
-
d. Minimum return branch pipe diameter
3d. N/A inches
(Calculate:Item 2. _(gpm) r Branch Pipes(quantity)=branch flow rate (gpm).
-
Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some or more 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. 105 sq. ft.
-
(Calcu/ate: item 1. (gpm) a filter factor_ (gpm/f A2))
Fi/ter factors: Cartridge=0.375, Sand=15, Diotomarenus forth=2
S. §S.4.2: Backwash valve: X No7
N/A
_Yes,
(When using a backwash valve, enter result of item 3c or 2 inches whichever is larger)
S. inches
-
(wh"-)
Tablet
Pipe Si-:
1.5"
1 2"
1 2.5"
1 7"
13.5"
4"
5"
6"
Nominal GPM Q 6 fps
36
63
90
138
165
238
374
540
Nominal GPM a 6 fps
51
.
119
164
247
3f 7
499
720
6. Single -speed 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
_
b. Total horsepower
6b. N/A
_
7. Multi -speed pump selection (when used):
§5.32.1: Pools 17,000 gallons or less, select pump • from the database with a Curve -A gpmflow equal to item 2 or less.
§5.3.2.1: Pools 17,001 gallons or more, select pump' from the database with a Curve-C gpm flow equal to item 2 or less.
or
"Multi -speed pumps must have one speed listed that satisfies this requirement.
PENTAIR
SUPERFLO VS_
a. Pump model
7a.
b. Pump flow
7b. 45 gpm
_
(§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database)
3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 1 of 2
INSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Component
Section
Requirements
Check
4.4.1.1
Heater has no pilot light
4.4.1.2
Readily accessible on -off switch mounted outside of the hea
N/A
Heaters
No electric resistance heating unl d sp in with tight fitting cover with R-6 insulation,
4.3.1.3
or for pool with 60 ocumented pool heating from on -site solar or recovered energy.
4.
eater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
5.1.1
Pool filter pump listed in database
X
5.3.1
Pool filter pump with total horsepower 1.0 or more is multi -speed
X
Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary
5.3.3
pool loads are operating within 24 hours and programmed with temporary override capability for
X
servicing.
5.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
N/A
Pool systems
5.5.2
Pipe before pump has at least 4 diameters of straight pipe.
X
System installed with solar, or setup for the future addition of solar heating equipment by
5.5.3
installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or
X
built-up connections, or dedicated pipe to and from the pool.
5.6
Directional inlets for mixing pool water.
X
3/17/15
ANSI/APSP/ICC-15 Standard Writing Committee Form
2 of
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