HomeMy WebLinkAboutAPPROVED, MORREVASSELL STAMPED PLANSPOOLS BY GREG; Mr- WAWS YOL9'~ P KNOW: A BARRIER oR ALARM IS NOT A SUBSTITUTE MR P.ARe, n-AL SU. PERVISION. NO r ' POOL SPEW A79ONS
CHILD SHOULD BE ..EFT UNATTEND.M. PARENTS SHOMD KNOW THAT ADULT SUPERVISION OS THE ONLY WAY TO PREVMNT AN ®� (31 � D P ! � a li'}2 l� - � Q gAL� 1% f "I
ACCIDENT. THEY SHOULD MATNWN .CONSTANT EYE CONTACT VffFI THE CHILDREN WHENEVER THEY AVIE NEAR. OR COULD "'"---"-�- MAX WIDTH � � k MAXLE?4GTH____v�_
GET Nl=J4iA ANY BODY OF WATER. IIiVPpRTifmATm.1411Q5T,AICCIIJwS OClrUR WHEN TIRE 9S A LAPSE 9N.Sl 1'ERVI;9{)N EVEN MIN. DEPTH
-�! fn �` c,�Azs B�EP� 4
FOR A SMALLTIME. NEI ERn ELESS, PARENTS PHOLILD BE AWARE THAN" ANY BODY OF WATER POSES A RISK, ESPECIALLY FOR
CHILDREN UNDER 5YEARS OF AGE. POOLS BY GREG CANNOT BE HELD RESPONSIBLE FOR ANY LOSS, DAMAGE. IDEATH, OR `. j SHAPE.!'2��a/�g: ELEVAnM.1
INJURY DUE TO MALFUNCTION 01FAILURE OF A 13ARRIER DRAI:ARM WHEN USED BYTHE CUSTOMER, FOR ANY REASON BEY ND DIRT FROM+! EXCAVATION .HAM
ITS CONTROL UNDER ANY.C3RCUMS3ANGES, FOR ANY REAS(DN WWHATSOESiER.THE CUSTOMER ASSUMES ALL RISKS DIRECTLY
OR INDIRECTLY RELATED TO MALFUNCTIONING OR.Ffi ILURE OF BARRIER OR ALARM, POOLS BY GREG. INC. MAKES NO CLAIM j �� � LEAVE �� � _ _ LEAVE & SppFA i W
LEAVE-MOVEbpi SPREAD —
1NFIsATSOEIlER YD THE ®iFFE�3E'�1GE OF THESE IF'RO f -�
EXTRA FILL A Ci7?rIFACTIOtb � �
JOB ENTRANCE
TILT=L-t 16A.4& zKz'�,o rl� Ccc,� ✓�
STEPTILEm'6-_(?0 rR l:X a's •2D�v t*i
TEIL
I" R � �
MOTOR H.P
i BOX
? 4
LIGHT TR1429m 2-
MAIN DRAIN I
e-
ile. X ?' INLETS---1_r- /" THEPAPY
�/ <6jj�goR LADDER � �
HANDRAIL'R
' p r ' 1 �t3fatGl,ICS c
DIVE BD IVlA SLIVE Nl
f i HEATER TAIM N/A
VAC. HEAD vAc Hcm'Pt' IwAY
NSA
L.
AID `� VAC. POLE
q y LEAF
,► SKAER TEST Kff
�aR /�-za �6416ACIc LoR»A
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ti
`-- � OVERFLOW LINE PPOOL"�
b �.
/ r �,, T�6;� 19 rr TREE I�EIUIONAL 5T �0L ——
l�i
` Oaf 0r,Av.1_ DeA;,f ; f /
1iYA'T-ER a ELEC 3'RIC SUPPLYR �J" !� v
BACK WASI_! LINE e / ` L—' v5C' /fit/ cL
SCREEN ET3CL?�SURE ____-IRS Si�E -
-� ELECTRICAL HOD
KUP—
rCflt Lt 18 �AI/2
�taril� 1 L.CT� �Jft/a1�12�° PATIO �Q�U� r�rr�C'Ap CCTii1°�21A�.
F]{ISTINGPAiio2 11ERNITE
PLANTERS
DECK-O-DRAIN �!I% FT f
APPROX GALLONS
AFl??xoX.�I -
- -
•----- ••�-r .,. y CUT 8 CAP SPAtib'3Ci.lEFIYa
SAFETY FENCE CI DLOR- -- ....... 41-44
t SOLAR BY.. Aj d�
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PLAN DATA-
POOL,7 1K Z 5 / t now 4F T1LE -
93.12' 01c £.W
lTro 12 / s.F
PLASTIC MAIN DRAIN]
COMMENTS
TYPICAL. SEGUON-MRU POOL
. nEascnLf
n
i
M AIW C, .�eAP9 OVIr 2 by 'jlt, 7)1 +(Cjl01��, }O�viNER1�S�r�a���rAsnsp�y� A�mgn�tAr}�p���/�/�y ���»�
OFTHE i/fTAf ACTFO1, 1! DOL 4+�4'l�79 fivD .hX1.A A M�9�1'P1.IAl_
( ) Th•A 6✓Q, THESE PLANS i H04AHEMA!!DEAP.AnTCFTdiAT,=TmALT
11 I HO1V MICKErA'S Assromilrm moumeffEmrs Am
PI + ,6Z'2%F „OE,ODeS�N APPROVAL SHALL BE THE MSPONSMaMcF Tmr
kI' OWNER.
I iNTTAL POOL H RDS TO YOUNG OWNER/ AGENT SIGNAiTUMS:
1 �:y AMECM C S SUCH AS DOOR
HE NEED O STANT.SUf'ERVISION.
,NEAR A POOL A P NT A
:CT YOUNG CHIL R N FROM POOL DATE:
{ ANS BEING THE HER OTHERWISE,
{j ED AND ASSUME ON EONE ELSE IS
vI
A ? rE POOL FIRST. SEC NI IS COUNT IN
ITY_ GO TO THE EDG O THE POOL AND
AND SURFACE, AS WE LL AS THE POOL AREA.
J [/ r /J/ g} f h ) IN THE POOLW70 ? AI7UL7
r�d } I G -� c� ! d G �P 9 r}y` ILDRENTO BE OF -P OFBECAUSETHEY 0 POOLS
sis OR ARE WEARING A EJACKET : bj
L sucvouta' aARY REsuscrrATION) AHYSn7ERS AND OTHER by'
�IDPARENTS AND OTH 51T3LINGS. SHOULD ALSO
c�
� � - `� BY THE POOL, BE SU E A TELEPHONE IS POOL SIDE
TO ELECTRICAL PANEL . KiO;
5L9]1�E vs -FOOT :AANUAL NOT. STARTER sw rRS POSTED NEARBY.
NOTE REI. G F GRATE Ate AIH A ; cRVD AROUND THE POOL WHO! tT IS NOT IN USE. TOYS
PDlNTPLIICi FRDtA FdAlN jlfiAlliRt;p 6• TILE �� SEPARATE T
^ • fun?,AcJi�HRy�igned by Marvin R " r�5 i �7'••d� -•-- a � 'b'�' As
ATTACHALIXPUMP LIPIE %%MN FOR 1AOT. AtA :iLTiR ,,. , d - � +, ^s�eyy iILDREN TO THE POOL
-- EMPTY=POOL //' 1 Rodgers cQ ,vr � � ,
4• SLAB P. q Mel, o=Bt�94€hStHN t AGATE TO A POOL 3
LIGHT
JUNCTION SOX 1 B.W. f e ,'EN T41000 01725DB6 ep W st.t •sis Q� ct WRESTLING OR DISTURBANCE: IN THE POOL AREA. NO
GRATE SHALL BE SECURED IN .t 2 e3 8O7S 00018119, cn=Ma R '4� may«-Gr•zr.nss :TED W TI !E POI}L AREA (ICED CROSS SAFETY
PLACE SOTiLA7TOALSARE P:.A d tr/Sr 'ew�
5' TK WALLS PpOL `Rodgers 'WASTE gird "L/ [" : PREVENTION OF CHOKING).
REOIliRED FOR RE6bI]lAL PIETIST R FRESH
E � � f7, (sun ssauux I GET NEAR A POOL OUTLET THE SUCTION CAN CAUSE
PLASTEAFiftRfii! F4RPOS]k5QVER.69' t![SHT GROUNDA OXFiS..,iC,HT, Date:2021.06.08 3:..
s THREADED PLSlG • DEEP ADD 03 COVE BARS MOTCM, ETC. w/ci'mFiE SKIMMEii - ; APM ENT AND DROWNING.
9 12- irC AS SHOWN �_... AT POOL SIDE
GTILFLOQR NpTE: POOL. !ROTOR M(A911 ING POOL FOR:
• > S{EELTEx FOOR LOC. ABOVE GIIADE.
RkA +
"" �" '" " HAIR a i �
1IINE3 IN THE AREA OFTHE POOL
KRAFT WALL �_0 a � _..
TO PUMP MAIN DRAFN � ,DREN TO PLAY AS THOUGH THEY ARE DROWNING - A FALSE
- --_ _ ...r c+�Tcr:l 'AY A RESCUE IN THE EVENT OF A REAL EMERGENCY.
NO ALL POOL e� r / /� )
a1P:M v_�� �°� WAYS lWI,1TlrR THE WATER WITH YOUR AAIVIs lnKfENDI�I] FIRMLY r 7i! d I 1. AAfTA-fn)
kEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD. r�
TYPICAL WALL SECTION WELL POINT ELECTRICAL DIAGRAM PIPING SCHEMATi ALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES
NO SCALE D /L r
NOSCALE.
NO SCALE (1 r !f
!ANENT PARALYSIS. NEVER DIVE INTO AN ABOVEGROUND POOL v . Gct ! G L
E OF ALCOHOL OR OTHER DRUGS AROUND WATER. cpc 14SB338
-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 Heating equipment to comply with FBC 2020-R4501
PAVER
NOTE: REMOVE GRATE & BRICK Y," PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN COPING
DRAIN & ATTACH AUX. PUMP
DNE WHEN EMPTYING POOL ti
6"x6" TILE
GRATE SHALL 4" SLAB
BE SECURED IN INTERIOR 2500 FIBERMIX
PLACE SO FINISH 4/2" TYP. WALL-3,000 PSI GUNITE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL STEEL-TEX FORM
OR KRAFT WALL
6" TYP.
TRENCH DRAIN FLOOR #3 ® 12" O.C.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED
PLUG . ;L i ''.::::'. (1)#3 COVE BAR 56" O.C.
GRAVEL BE TO PUMP -
TYP. WALL SECTION & WELL POINT
(NO SCALE)
BRICK COPING
WHEN PROVIDED PRESSURE GAUGES INSTALLED ON 6"x6" TILE
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION 6"x6" TILE
BELOW THE '' `:• '' PAVER
WATERLINE SPA BENCH 18"
BELOW WATER LINE r :.
A5 rl-o \aiwo, 4" SLAB
GRATE SHALL 2500 FIBERMIX
BE SECURED IN
PLACE SO
. ~
THAT TOOLS 4Y' TYP. WALL-3,000 PSI GUNITE
r••, ,. ,, r.•.; ,
o ARE REQUIRED
N Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 FOR REMOVAL 6FLOOR '' ' `.' ' STEEL-TEX FORM
Feet Of Head Feet Of Head :: OR KRAFT WALL
TRENCH DRAIN " #3 ® 12" O.C.B.W.
SWIMOUTS
(NO SCALE)
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
'.5" POOL
2.5" SPA
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 F 3 ft. - -
J :. J :.
J J .,
.o co
�`Q 5�
<11
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 0
V o
Z J
o
ro
o
a-
W
Z� +
x
a
x
Q
TO GRAVEL BED
GRAVEL BE TO PUMP -
SPA WALL SECTION
(NO SCALE)
VENT LINE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25' MAX
TO JET ' ; WET LENGTH TO FILTER
PUMP
"s
<` ;32'' CHANNEL
's' �• ;.' ; DRAIN
SPA DETAIL
(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
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: in sprinkler box for easy access
* 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
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED WATER BOND DETAILS FOR
PRIOR TO THE POURING OF THE PATIO
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.
(NO SCALE)
,.,
' PUMP
i
POOL LIGHT
JUCTION BOX
Z
POOL PATIO
WATER LEVEL
• 1.
z -
12 VAC FROM
UNDERWATER
75
POWER SUPPLY
LIGHT
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
POOL FINISH
YARD BY
EQUIPMENT
1 " PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
(2) #3 REBAR OR
(1) #5 REBAR
3LNAD
FOOTER DETAIL
(NO SCALE)
HEATER
PUMP W/ HAIR &
LINT STRAINER PUMP W/ HAIR &
T- LINT STRAINER
p00V 3�32 C 00- O�\N C�0
C4wb- ok,
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT W/107.2.1 OF THE
2020 FLORIDA BUILDING CODE
Li Er
LISTED TO ASME/ANSI A112.19.8
32" CHANNEL DRAIN AND SUMP 2.5" POOP
25506-320-000
*THREE 2" SOCKET x 2.5" SPIGOT PORTS 2.5" SPA
*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.
PRE-FAB TOP
S.S. PIN EPDXY � II jj� 4EA #3 REBAR
SET IN PEDISTAL FROM POOL FLOOR
INTO SOLID
POURED PEDESTAL
12" 112" ROUND PEDESTAL
TABLE & PEDISTAL
NO SCALE)
DECK
POOLS'
by
/ �� GREG
INC
1 ROW OF WATERLINE TILE
WATERLINE -
MAX 6'-0" LIGHT
1 #3 STEEL ® 12" O/C E.W.
LEVEL FLOOR
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 WAIL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
mmn»
-v
TYPICAL SECTION THRU POOL
4'-6"
(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-2.5-inch to keep velocity Q 8 fps max. at_ �17_gpm Maximum System Flow Rate.
Return Piping to be_ 2.5_inch to keep velocity @ 8 fps max. at_ 117-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 INTELLIFLO VS3050 H.P. 3
Total H.P.=H.P.x service factor.1 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 higher speed override is not to exceed one normal cycle or 24 hrs whichever is le
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 QDM 0.10'
2,5'
88 gpm 0.05'
17 gpm 0,09
3'
1 136 gpm 0.04"
181 gpm .07'
4'
1 234 gpm 0,03'
313 gpm 0,05'
6"
1534 gpm 0.02'
712 gpm 0.03'
Determine Pipe Sizes: HYDROS
Trunk Piping to be- 2.5 to keep velocity @ 8 fps max. at_ 117-gpm Maximum System Flow Rate.
Return Piping to be_2.5_inch to keep velocity @ 8 fps max. at_117 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 H.P. 2
Total H.P.=H.P.x service factor. I H.p. or more must be 2 speed or variable speed
Filter Make N/A Size ---
Filter min. area based on 6hr. turnover flow rate pool gal. I360 min. = Flow Rate
Divide G.P.M. by Cartridge = .375 or Sand =15 or D.E. = 2
Time Controller make N/A Model ------
Controls must operate a minimum of two speeds.
The higher speed override is not to exceed one normal cycle or 24 hrs, whichever is le
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 Qpm 0.10'
2,5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181 gpm ,07'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
DESIGNED FOR:
POOLS BY GREG
MOORENASSELL RESIDENCE
7960 PLANTATION LAKES DR
PORT ST LUCIE, FL
M. RANDALL RODGERS, P.E.
FL License No.68212
1801 Hazelwood Drive
Ft 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
4/2
PENTAIR
TDH CALCULATOR PBG-MOORE/VASSELL-HI
STEP 1 STEP 2 STEP 3
POOL SPECIFICATIONS SELECT EQUIPMENT TDH CALCULATION
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
Pool Volume (gallons]: 12421.00 gallons Suction Lift: 1.50 ft
Turn Over Ihoursl: 6.00 hours
Filtration Flow Rate: 36.00GPM Maximum Flow Rate 108.19 GPM
Selected Components
Components
SE-ECT.GN QUANTITY MAXIMUM PIPEVELOCITY ET/SECT SUCTION OUTLET 8
ICONmLi voua mceL coo el
DISCHARGE 8
INTELLICHLOR IC-20 1 - - -
yTOTAL PIPING LENGTHS IFT] INLET 70.00
DISCHARGE 128.00
SELECTION QUANTITY
MAIN GRAIN 1
J
�T�, 91 DEGREE ELBOW INLET 6
- DISCHARGE 13
„ CLEAN AND CLEAR 1
TEE THROUGH INLET Q
Ulu DISCHARGE 3
❑� 1 INC" RETURN 4
AVAILABLE
,6 T' X 2.8" 3 WAY VALVE 4
S ULTRATEMP 1
F
SELECTION/MODEL QUANTITY
INTELLIFLOVARIABLESPEED.VS*SVRS.VF.ORVSF 1
Results: Your TDH Calculation
Flow Rate 108.19 GAL/MIN Max Flow Rate at Max RPM: 108.19 GAUMIN
Head Loss 70.02 FT Head Loss at Max Flow Rate at Max 70.02 FT
RPM:
REQUIRED MINIMUM PIPE SIZE
Inlet Piping: 2.50 Discharge Piping: 2.50
PUMPRPM
Flow Rate at Selected Pump RPM: 108.19 Pump RPM: 3450 J
Head Loss at Selected Pump RPM: 70.02
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
120
110
too 2
a
90
v
80 �
u
70
n 60
3 _
`o
50 n
..
0
U D
40 "
o 'w
2
30 0
o'
20
10 -
0
0 20 40 60 80 1D0 120 140
Volumetric Flow Rate (GPM)
-Clean System Curve -Pump Curve ■ Desired Operation Point - Clean System ♦ Pump Operation Point
JH
APSPThe Association of
ool & Spa Professionals. PBG-MORE/VASSELL-LOW
ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PRO, NAME:
AND ADDRESS
M RE/VASSELL
CONTRACTOR NAME
ANDADDRESS:
POOL BY GREG
OWNER:
Co GATE:6-H-21
ea prepereo oy me �nr-r� nes�oenoal �wlmmmg tool ana.pa E... cmnency ..no.. rmng Or me -.-on oon or Pool ana Spa
Professionals (APSP). I[ is not part of the American National Standard ANSI/APSP/ICC-I5a 2011 but is included for information only. Contractor should acquire and comply
with the ANSI/APSP/ICC-15a 2011 standard which ran be purchased at www.apsporg.
1. §S.2.1: Calculated pool volume
a. Gallons: 12,421 ; or
1. 12.421 gallons
_
b. Calculated Gallons: (surface area) X (average depth) X 7.48 (gal/f03) _
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
3a. 1.5 inches
(Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than item 2.)
_
b. Minimum suction branch pipe diameter
3b. N/A inches
(Calculate: Rem 2. _(gpm) a Branch Pipes (q--tity) = branch flaw rate _(gpm).
_
Enter the smallestpipe sue from Table 1 with a 6 fps ffowcapocity the same or more than the calculated
suction branch flow rate.)
c. Minimum return pipe diameter
3c. 1.5 inches
(Enter the smallest pipe saehom Table 1 with a 8fps flow capacity the same or more than Rem 2)
_
d. Minimum return branch pipe diameter
3d. N/A inches
(Calculate: Item 2. _(gpm)_Brunch Pipes _(gwntity)=branch flow mre (gpm).
_
Enter the smallest pipe size from Table 1 with a 8fpsfbw capacity the some or more than the calculated
returnbrunchflow rate.)
4. §5.4.1: Filter type and size:
a. Filter type: (Cartridge, DE, Sand)
4a, CART
b. Minimum filter area
4b. 96 sq. ft.
(Calculate: item 2. (gpm) f fitter factor_ (gpm/R"211
Filter factors Coaddge0.375, Sandi Diatomaceous Earth=2
S. §5.4.2: Backwash valve: X No7
NIA
_Yes,
(When using a backwash valve, enter result of item 3c or inches whichever klarger)
S. Inches
-
Table 1
PIPe site:
1 1.6^
1 T
2.6"
a"
a.5"
1"
Iwne„ ".�e1
NGminai GPN 61ps
a6
"a
90
138
165
238
3l4
5/0
Nominal GPM , -Ps
I 51
tid
119
1t1/
24]
31]
499
]20
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
_
Id. Total horsepower
6b. N/A
7. Multi -speed pump selection (when used):
§5.3.2.1: Poole 17,000 gallons orles; select pump• from the database with a Curve -A gpm flow equal to item 1 or less.
§5.3.1.1: Pack 17,001 gallons or more, select pump' from the database with a Curve-Cgpm flow equal to item 2 orless.
or
•Mull-speedpumps must how! one speed listed thatsatafies this requirement.
PENTAIR
INTELLIFLO VS_
a. Pump model
7a.
b. Pump flow
7b. 40 gpm
_
(§5.3.1.1, 5.3.2.2: Applicabk Curve A orCgpm ffowlkted in database)
3/17/15 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 qt 2
INS[/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Comparnent
Section
Requirements
Chet
4.4.1.1
Heater has no pilot light
Heaters
4.4.1.2
Readily accessible on -off switch mounted outside of the heater
X
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
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
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
Pod systems
S.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
NIA
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
3/17/15
ANSI/APSPACC-15 Standard Writing Committee Form
ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES
30" WIDE z 6'6" HIGH x 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
L- 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
18 SOLID COPPER WIRE
TO EQIAPOTENTIAL BOND
#8 SOLID COPPER
WIRE TO GROUND
OPTIONAL 2ND LIGHT
JUNCTION-BOI
MIN OF 8"
ABOVE POOL DECK
POOL
STAINLESS STEEL
HANDRAIL
(SAME BONDING FOR
LADDER)
ANCHOR WITH
#8 SOLID COPPER
BOND WIRE WITH
PPROVED CLAMPS
#8 SOLID COPPER
BOND WIRE WITH
APPROVED CLAMPS
LIGHT NICHE 1-#8 SOLID BARE COPPER
18"MIN-24"MAX CONT. PERIMETER BOND
IRE WITH APPROVED
CLAMPS 4" TO 6" BELOW
SUB -GRADE BOND TO
ENTIRE EQUIPMENT ALL-INGROUND
xxx,xar,xm . POOLS
1-#8 SOLID BARE COPPER
BOND WIRE WITH APPROVED
CLAMPS 0 (4) SIDES OF
GUNIIE POOLS BOND TO
POOL STEEL
PENTAIR
STEP
POOL SPECIFICATIONS
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
TDH CALCULATOR PBG-MOORE/VASSELL.
STEP 2
SELECT EQUIPMENT
Pool Volume Igallons): 800.00 gallons
Turn Over (hours): 6.00 hours
Filtration Flow Rate: 36.00 GPM
Suction Lift: 1.50 f1
Maximum Flow Rate 82.28 GPM
Selected Components
Components
SELECTION
QUANTITY
MAXIMUM PIPE VELOCITY IFT/SEC)
SUCTION OUTLET 8
IcoasmTvouB weeLmon
DISCHARGE 8
MAIN GRAIN
1
TOTAL PIPING LENGTHS IFTI
INLET 82.00
DISCHARGE 90.00
SELECTION
QUANTITY
3/81NCH RETURN
(,
-
❑�
90DEGREE ELBOW
INLET 8
Na IMAGE
AVAILABLE
DISCHARGE 16
TEETHROUGH
INLET 0
ft
DISCHARGE 3
2HP. STD, SINGLE SPEED(340G401
1
NGIMAGE
LAVAILABLE
Results: Your TDH Calculation
it
Flow Rate
82.28 GAL/MIN
Max Flow Rate at Max RPM:
82.28 GAL/MIN
Head Loss
46.01 FT
Head Loss at Max Flow Rate at Max
RPM:
46.01 FT
1
REQUIRED MINIMUM PIPE SIZE
Intel Piping:
2.50
Discharge Piping: 2.50
PUMP RPM
Flow Rate at Selected Pump RPM:
82.28
Pump RPM: 3450
Head Loss al Selected Pump RPM:
46.01
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
80
2
m
10
0
n
0
60
�
D
U
N
N
50
-
m
0
3
I,
0 40
m
0.
li
0
v 30
m
I
a
20
a
7
d
0 10
20 30
Q N 60 1
80 10 100
Volumetric flow Rate (GPM)
-Clean System Curve
-Pump Curve
I Desired Operation Point - Clean System ► Pump Operation Point
n
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