HomeMy WebLinkAboutAPPROVED, BUILDING STAMPED PLAN (1)w
ci
.1
POOLS BY GREG; INC. WANTS Y04 T KNOW. A BARRIER OR ALARM IS NOT A -SUBSTITUTE FOR PARENAL SUPERVISION. NO POOL SPECIRCtiyMONS
CHILD SHOULD BE LEFT UNATTENDED PARENTS SHOULD MOW THAT ADULT SUPERVISION IS THE ONLY WAY TO PREVENT AN �7ili�a fLl✓h'l n1% I' �nfC� � 3�i ����_ �d�d l MAX WIDTH—
GET6+�Arc-LENGTH
ACCIDENT. THEY SHOULft.MAR MIN CONSTANT EVE CONTACT V1fITT-I -WE CHILDREN WHENEVER THEY ARE NEAR, OR COULD �,
NEAR ANY BODY.0F WAkR. UNF7MNATELY, MOST ACCIDENTS OCCUR WHEN THERE OS A LAPSE IN SUPERVISION EVEN lUd � ' . ZO n IN10tlA�n3 Z1 Z/E Clt MIN. DEPTH _ .3r f�rr MAX-DEP'M
FOR A SMALLTIME. NEVERTHELESS. PARENTS SHOULD BE AWARE THff ANY BODY OF WATER POSES A RISK, ESPECIALLY FOR R � � 2, �� �'�� n M � I•'0 SHAPE f2�� F42 ELEVATtt3N3
CHILDREN UNDER SYEARS OF AGE. POOLS BY GREG CANNOT BE HELD RESPONSIBLE FOR ANY LOSS, DAMAGE, DEATH. OR k n /S. S- P� n v 3ONEJ /
INJURYDUETOMALFUNCTiONOilFAILUREOFABARRIERORAiARIVWHENUSEEDBYTHECUSTOMER,FORANYREASONBEYOND � DlRT1ROh1iEXGAYAT3pI+1:HAtif ING�-
ITS CONTROL UNDER AW CIRCUMSTANCES, FOR ANY REASON WHATSOEVER. THE CUSTOMER ASSUMES ALL RISKS DIRECTLY � � w� - - its - l�,? �.a
f �, l ems- f'b a L .- I LEAVE LEAVE & S'P �-
OR INDIRECTLY RELATED iX? MALI=UNCTICDNING OR FAILURE OF BARRIER OR ALARM. POOLS BY GREG, INC. FAKES NO CLA11V! y - �.
WHATSOEVER TO THE DIFFERENCE OF THESE PRO DUCTS. ( j � � ' �%� rr 1 �� LEAVE -DOVE -THEN SPREAD
03UDAOD �,9 ,9 � EXTRAFILLB oM1aACT1!T�OR�(cL
JOB ]ENTRANCE
1 TILE Sf646 &�,e
z
STEPTILE rn�B-I 2�vcJS
ss Inn -Ire :�. �, N
b LqlFD C �rtE�i c
ca ,L'ZE - '.I 0 FILTER
P 1 6'Lb 6'91a cn ,5'81 C:,l MOTOR H.P. TIME CI.MK f '4 L
s} I q1 o J BOx kl �
- - 4
HT pasFORl, EP
1 rn TR
MAIN DRAIN i .
3N
. 1 ,9 .9 M ,�' SI{ 7.�T�tFR f=�
INLETS � 7Q•IERr°S1P'�
OR
LADDER �iC'X
421i j -..'t Eld1d !� HANDRAIL .95.wd
11Od „Z/6 (IN DIVE I3D �l/1 t 4/,A
r- - , .. SLIDE -
G,13�I3NO3 2C7Nt1 x',, HEATER TANK f�
Sl-1Vd U3N2l VAC,HEAD '�/.� vaG Hose
-y�,u■A1, ..e5 {I`jC1 ,r - ••`' y,,n�7ryry i. _ ::97L' ei4— •'y+.t'* . P Lam[.
.c�i: :.`VfY1�n :E.`7Ri 4 7L1�V11Q1-laJ] ti Y r+., -.trr 9 1:.`:eti-ii-"`
I3imli5� AC POLE
�r
LEAF SKIMMER f �tlG� TEST �
- dF1 Ir'ni �! et�� r�.r'�.,::�??!•= f:J r,.: ; :�.:r., } �b f,. [ ty- ^"�'
CHLORINATOR Id- L/AIIFILLL491IE
OVERFLOW LINT" POIDL OLEA? E'R-_,Tt /n/ :Z
TREE REMOVAL _- -tlA -- STIdARP HFAIII3VAIL 'V/A
WATER & ELECTRIC SUPPLY
BACK WASH LINE A /r�
SCREEN ENCLOSURE 2d FOWER5 GJ zC'TE L
ELECTRICAL HOOKUP
J \ PATIO A 64,!F� CO'•L®R,0DaRiLr k�,S
\\ EXISTING PATIO TERWTE
PLANTERS A//,4
\J; DICK-0-DRAIN. FT ..... S/�
Op
APPROX GALLONS
r,
PUMP G.P.M.
Gv `� APPROX. TURNOVER TIME _... HR. IL ,
CUT & CAP SPRINKLERS _-jl)-40. l eg //--
COL013 E .9�s�/roc
L d r � _
" SAFETY FENCE _
SOLAR BY_._.. ......... .,VZR_,......._
«
YES rm
-
�, !� 12 �ArLL�✓►i L BRICK ✓.
\ IS f
2X6
6 X s
SHEET TILE
ti
r.91i� 11 ! OVERPOUR
V MOSAICS ✓
PLAN DATA:
POOL lK Z iF
S.F. B p R
L.F.
PAi1O S.F
SPA S.F L.F
COIN MENTS -
kwil
rs" 1
1 OWNERS HEREw ASSwE AM AGREE- foTm o
OF THE CO1JMACTFZRPDIX�D15757iRIQ1 J11.M?3tiAp,Fai -E
l i THESE PLAINS WHICH ARE lakDE AR' CF7HATc0NTR4L7
!o RULES FOR FOOLS � � APPROVALSH � THERESPO m O STD
OWNER.
N INSTRUCT BABY-SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG OWNER/ AGENT SIGNATURES-
I� CHILDREN AND ABOUT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR
ALARMS AND LATCHES. EMPHASIZE THE NEED FOR CONSTANT SUPERVISION.
�� ? ►1 �� ! 31 DURING SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT A
1�11 Q/ i]2A, I "DESIGNATED WATCHER" TO PROTECT YOUNG CHILDREN FROM POOL DATE:
I ACCIDENTS. ADULTS MAY TAKE TURNS BEING THE WATCHER OTHERWISE,
A� 1:T3 MAY BECOINE PREOCCUPIED AND ASSUME SOMEONE ELSt=15
VATSHINGIBE CHILDREN. Iris
7� 10 IF A CHILD IS MISSING. CHECK THE POOL FIRST. SECONDS COUNT IN
PREVENTING DEATH OR DISABILITY. GOTOTHE EDGE OFTHE POOL AND
SCAM THE E"RE POOL BOTTOM AND SURFACE, AS WELL AS THE POOL AREA.
CIE DO NOT ALLOW A YOUNG CHILD IN THE POOL WITHOUT AN ADULT.
N DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEYPOOLIMP
I ROW OF ME -
ir- 13.12' OrC E.W,
PLASTIC 161AIN DRAIN
TYPICAL. SECTION THRU Pal]L
NO SCALE
2
HAVE HAD SWIMMING LESSONS OR ARE WEARING A LIFE JACKET:
N LEARN CPR (CARDIOPULMONARY RESUSCITATION) BABY S17TERS AND OTHER .
CARETAKERS. SUCH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD ALSO
KNOW CPR.
TO ELECTRICAL PANEL FIE KEEP RESCUE EQUIPMENT BY THE POOL, BE SURE A TELEPHONE IS POOL SIDE 43P9 by
... SLOPE 1/4•FOOT IAANU L NOT. STARTER SW WITH EMERGENCY NUMBERS POSTED NEARBY.
NOTE REMOVE FROM
MAIN
Nt] WELL �. 'TIE REMOVE TOYS FROM IN AND AROUND THE POOL WHEN IT IS NOT IN USE. TOYS
POiNTPLtlf3FR03h},IAlNOi1AINANA g" TILE $EPARATI: GIflC. % PUMP MOTOR '
ATTAC34AUX PUMP LINE WHEN � FOR MDT 8 LIGHT t FILTER � CAN ATTRACT YOUNG CHILDREN TO THE POOL � _ 3 GREGIIINDL
-- EMPTYING POOL � a.L, N NEVER PROP OPEN THE GATE TO A POOL
4' SLAB � (// W.P. IS ONNECT � • RETU khli�it Ily signed b Marvin R
2 JUNCTION Box C I s.w,�p�1� I Rodg IN NO RUNNING, PUSHING. WRESTLING OR DISTURBANCE IN THE POOL AREA. NO
GRATE SHALL 13E SECURED IN L — 8Ox �Y•r��, 1 V _ , o=u ffiliated, CHEWING GUM PERMITTED IN THE POOL AREA (RED CROSS SAFETY
PLACE SO THAT TOOLS ARE �S• TH WALLS POOL ]!A' BRASS OR 1d1O10 SC cPVC WASTEr� 10000 001725DB6E2C SUGGESTION FOR THE PREVENTION OT=CHOKING).
nEOUinED FOR REMOVAL WHITE IIIAT413LIE CONDUIT IN POOLARFp n , n a I� DON'T LE LONG HAIR GET NEAR A POOL OUTLET THE SUCTION CAN CAUSE
PLASTER FINISH FOR POOLS OVER 5'fl' LIiaH T OROU1dD RLL t3CIXE5. L1G er
R O da "-- HAIR OR BODY ENTRAPMENT AND DROWNING.
VEEP ADD +3 COVE BARS MOTOR, ETC. WiWB WERE D e:2021.0 .1 4: 8 4'00,
THREADED PLuG O 12• CrC AS SHOWN IM HAVE A FIRST AID KIT AT POOL SIDE 5 [POOL F :
NOTE: POOL Pi]1{ MOTOR
e' T1t FLOOR X NEVER SWIM ALONE.
STEELTFX FORM OR LOC. ABOVE GRADE. r
>'vMP IN NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL f � f� l
KRAFT WALL HAIR t LINT Ii� DONT ALLOW CHILDRENTO PLAY AS THOUGH THEY ARE DROWNING - A FALSiw r r { lq�SA L I f� r�hl G
TO PUMP MAIN DRAIN CATCHER ALARM MIGHT DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY.
P a G AL
L V POOL
N WHEN HIVING, ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY / 2 4� 15- 6, _51DAJV�:14a
flu
TYPICAL WALL SECT10N & WELL POINT ELECTRICAL DIAPIPING SCHEMATIC POVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD.
Na SCALE SCHEMATIC DIVING INTO SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES
NO SCALE NO scatE CAUSING PERMANENT PARALYSIS. NEVER DIVE INTO AN ABOVE -GROUND POOL �D� L{L 1�,,!!
L �25 J
N 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
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Wlif
0
N
Vacuum (In Hg) X 1.13
Feet Of Head
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
#8 COPPER
TO GRID
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1' HORIZONTAL INSTALL
WATER TABLE IN SHELL
RENCH DRAIN
#8 COPPER
TO GRID
VERTICAL INSTALL
�TO GRAVEL BED
jj
PoolBond PB-2008
2" POOL
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
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
9 ft.
J
J .
MISC. NOTES
6 ft.
:.
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
rot
WATERLINE
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
a O41
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
z
X —
a
o 0
V)
o ``
N jA
a < a
a
N A '
4' °
o w
° d d
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE.
2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT
3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM
STEP WHERE DEPTH IS 4' OR GREATER
4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
c4mnnC-4
(NO SCALE)
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
TRENCH DRAIN
TREADED
PLUG
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" lYP. FLOOR ••
3,000 PSI
GUNITE
— STEEL-TEX FORM
8" •'•
OR KRAFT WALL
#3 @ 12" O.C.B.W.
Q 9J
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
(1)#3 COVE BAR 56" O.0
GRAVEL 9 E Tae#&W TO PUMP -
TYP. WALL SECTION & WELL POINT
(NO SCALE)
POOL LIGHT
JUCTION BOX
(2) #3 REBAR OR
(1) #5 REBAR
FOOTER DETAIL
Cvmt4N ,_ DRP\N
(NO SCALE)
PIPING SCHEMATIC
HAIR &
\INER
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
POOLS
lby
�� GREG, INC
1�k
1 ROW OF WATERLINE TILE
WATERLINE —
MAX rj'-6" LIGHT
1 #3 STEEL @ 12" O/C E.W.
—_ 6" THICK
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
4'-6"
n6' 0"
�.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
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
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 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 hiaher speed override is not to exceed one normal cvcle or 24 hrs. whichever is less
YARD BY CONCRETE PATIO
z POOL PATIO EQUIPMENT TREADS TO BE N BOND TO ANCHOR
WATER LEVEL _ SLIP RESISTANT CROSS BRACE
" M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
z - 12 VAC FROM .: '� •� : R Pierce, FL 34982
UNDERWATER POWER SUPPLY 6" (772)201 1634
LIGHT
SIZE AS DETERMINED DESIGNED FOR:
BY LICENSED ELECTRICIAN 12"
POOL FINISH
1" PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
PAVER PATIO
12"W x 12"D x30"L CONC.
FOOTING WITH (4)#3 BARS
#8 GROUND WIRE
BONDING DETAIL for LADDER and/or RAIL
(NO SCALE)
POOLS BY GREG
MASSA RESIDENCE
124 SE SONETO CT
PORT ST LUCIE, FL
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com
PENTAIR
STEP 1
POOL SPECIFICATIONS
STEP 3 OF 3: TDH CALCULATION
TOH CALCULATOR PBG-MASSA-HIGH
STEP 2
SELECT EQUIPMENT
Pool Specifications
Pool Volume (gallons): 8925.00 gallons Suction Lift: 1.50 it
Turn Over (hours): 6.00 hours
Filtration FLow Rate: 36.00GPM Maximum Flaw Rate 75.04 GPM
Selected Components
SELECTION
MAIN DRAIN
❑�
1121NCH RETURN
NO IMAGE
AVAILABLE
&
121 CHLORINATOR 2
NO IMAGE
AVAILABLE
,6
1.5"X2"3WAYVALVE
QUANTITY MAXIMUM PIPE VELOCITY IFT/SEC)
ICONsuLTYOox LOCAL CODE)
1 TOTAL PIPING LENGTHS (FTI
4
1
2
,# CLEAN AND CLEAR 1
SELECTION / MODEL
QUANTITY
SUPERFLOVS
1
Results: Your TDH Calculation
Flow Rate
75.04 GAL/MIN
Head Loss
46.67 FT
REQUIRED MINIMUM PIPE SIZE
Inlet Piping:
2.00
PUMP RPM
SELECTION
90 DEGREE ELBOW
TEE THROUGH
SUCTION OUTLET 8
DISCHARGE 8
INLET 30.00
DISCHARGE 84.00
QUANTITY
INLET 5
DISCHARGE 13
INLET 0
DISCHARGE 3
Max Flow Rate at Max RPM: 75-04 GAL/MIN
Head Loss at Max Flow Rate at Max 46-67 FT
RPM:
Discharge Piping: 2.00
Flow Rate at Selected Pump RPM: 75.04 Pump RPM: 3450
Head Loss at Selected Pump RPM: 46.67
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
J
90
80
I
ro
70
a
T
N
60
M
F
U
m
^ 50
v
n
�
3
fD
o 40
'm
a
0
a
�
o 30
G
'w
z
3
20
0
3
10
0
0 10 20 30
40 50 60 70 80 90 100
Volumetric Flow Rate (GPM)
-Clean System Curve -Pump Curve
I Desired Operation Point - Clean System 1 Pump Operation Point
v ASP The Assp Pon PBG-MASSA-I OW
1 1�►J Poo/ & Spa Professss ionals®
ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME:
AND ADDRESS
MASSA
CONTRACTOR NAME
AND ADDRESS:
POOL BY GREG
OWNER:
CONTRACTOR PHONE: DATE: 5-5-21
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-lSa 2011 standard which ran be purchased at www.apsp.org.
1. §5.2.1: Calculated pool volume
a. Gallons: 8,925 ;or
1. 8,925 gallons
_
b. Calculated Gallons: (surface area) X (average depth) X Z48 (gall/ftA3) _
2. §5.2.1: Calculated filtration flow rate
2. 36 gpm
_
(Pool volume.,360 or 36gpm whichever is larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
31. 1.5 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) = branch flowrate _(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)=branhflow 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
4b. 96 sq. ft.
b. Minimum filter area
-
item 2
Fiherfacltors: Cartridge=0.375, Sand-15,fDiatomaceom Earth-2A2))
S. §5.4.2: 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
-
Table 1 Pipe Size: 1 1.5" 1 2" 2.5"
(wn"emu:"a1
Nominal GPM @ !fps 36 63 90 131 238 374 540
Nominal GPM @ 6 fps 51 6G 119 154 _711 317 499 720
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
_
6b. N/A
b. Total horsepower
_
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 1 or less.
§5.3.2.2: 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.
7b. 45 gpm
b. Pump flow
_
(§5.3.2.1, 5.3.2.1: 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 inground spa 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
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