HomeMy WebLinkAboutPOOL PLAN & SPECIFICATIONSPOOLS BY GREG, INC. WANTS YOU 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
I 1 n
7 1`t7 G%L 1 Pr4-& ALL
ACCIDENT. THEY SHOULD MAINTAIN CONSTANT EYE CONTACT WITH THE CHILDREN WHENEVER THEY ARE NEAR, OR COULD
GET NEAR ANY BODY OF WAITER. 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 BY GREG CANNOT BE HELD RESPONSIBLE FOR ANY LOSS. DAMAGE, DEATH. OR
INJURY DUETO MALFUNCTION OR FAILURE OF A BARRIER OR ALARM WHEN USED BYTHECUSTOMER. FOR ANY REASON BEYOND
ITS CONTROL UNDER ANY CIRCUMSTANCES. 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.
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FILE COPY
POOL SPECIFICATIONS
MAX WIDTH MA%.LENGTI,4
MIN.DEPTH ��° MAX. DEPTH..
SHAPE 5'"4960 [?I ELEVATION
DIRT FROM EXCAVATION :HAUL 1414
LEAVE LEAVE tL SPREAD ^
LEAVE -MOVE -THEN SPREAD
EXTRA FILL 8 COMPACTI P
JOSENTRANCE Re4W'r S1JE'
TILE INT FINISH
STEP TILE `-
FILTER a%`G�/ �O PUMP-r-o•��.o c o—USIA
vs3e se
MOTOR HA R, R d6e- TIME CLOCK 4ht .
J BO%./. ^1q-
LIGHT 2� AaeC
4[FA TRANSFORMER // .
ea
MAIN DRAIN- / ^ atPL1 SKIMMER �� c
INLETS . -.§ L
! -S✓;.P-- THERAPY s '4
�0 OR LADDER W`�44e-
TJ/cr
HANDRAIL S'9.E'r9o. /
DIVE BD !Y/d SLIDE R'N�9
HEATER - ?'[2a TANK nZI
VAC. HEAD NIA VAC. HOSE Ar
VAC. POLE Ajd BRUSH
LEAF gqIM��M R�- /^ (- TEST KIT—Z
CHLORIWATOR/ / FILL LINE
—�)^I��qA
g /4
OVERFLOW LINE NIA POOL CLEANE"R/gTU
TREE REMOVAL IS;IMS;U STUMP REMOVAL d &/ U r
WATER A ELECTRIC SUPPLY A2S;!2aj
BACK WASH -LINE h I-VC1440Z.6E /T/O EI /n/GC.-
SCREEN ENCLl!QSn1 FFFE�K- FOOTERS
ELECTRICAL HOOKUP DIMa-
PATIO `LO 54E64ce COLOR
EXISTING PA710 &. ,Cje TERMITE 111%
PLANTERS WA
DECK-O-DRAIN L"CL FT eA /
APPROX GALLONS x7�a
' PUMP G.P.M.
APPROX. TURNOVER TIME—HR. - MIN.
CUT 6 CAP SPRINKLERS D Mdrl S
SAFETY FENCE COLOR B[A
SOLAR BY
YES 140
BRICK
2X6 1/
6X6
SHEET TILE
OVERPOUR
MOSAICS
OWNERS HEREBY ASSUME AND AGREE TO THE PROVISIONS
OF THE CONIRACrFOR POOL CONSYMCI 011L AM APPROVE
THESE PLANS WHICH ARE MADE APART OF THAT CDNTRACr.
! r2 /r am ?,j. , NOMEOIYNER'SASSOCIATION REQUIREMENTS AND
RULES FOR POOLS APPROVAL SHALL BE THE RESPONSIBILITY OF THE
OWNER.
® INSTRUCT BABY-SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG OWNER/ AGENT SIGNATURES:
CHILDREN AND ABOUT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR -
ALARMS AND LATCHES. EMPHASIZE THE NEED FOR CONSTANT SUPERVISION.
■ DURING SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT A
-DESIGNATED WATCHER'TO PROTECT YOUNG CHILDREN FROM POOL DATE:
ACCIDENTS. ADULTS MAY TAKE TURNS BEING THE WATCHER OTHERWISE.
ADULTS MAY BECOME PREOCCUPIED NO ASSUME SOMEONE ELSE IS
WATCHING THE CHILDREN.
III IF A CHILD IS MISSING. CHECK THE POOL FIRST. SECONDS COUNT IN
PREVENTING DEATH OR DISABILITY. GO TO THE EDGE OF THE POOL AND
SCAN THE ENTIRE POOL BOTTOM AND SURFACE, AS WELL AS THE POOL AREA.
! DO NOT ALLOW A YOUNG CHILD IN THE POOL WITHOUT N ADULT. POOLS
'�/�O j �'!
III DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY �+■■VV// L V\
HAVE HAD SWIMMING LESSONS OR ARE WEARING A LIFE JACKET.
1 LEARN CPR (CARDIOPULMONARY RESUSCTTATION) SABYSTTTERS AND OTHER 1
CARETAKERS. SUCH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD ALSO
KNOW CPR. 1// Y
■ KEEP RESCUE EQUIPMENT BY THE POOL. BE SURE A TELEPHONE IS POOL SIDE
WITH EMERGENCY NUMBERS POSTED NEARBY. C i ��
III REMOVE TOYS FROM IN AND AROUND THE POOL WHEN R IS NOT IN USE. TOYS R
CAN ATTRACT YOUNG CHILDREN 70 THE POOL
III NEVER PROP OPEN THE GATE TO A POOL VI s INC
f NO RUNNING. PUSHING, WRESTLING OR DISTURBANCE IN THE POOL AREA. NO \ I
CHEWING GUM PERMITTED IN THE POOL AREA (RED CROSS SAFETY
SUGGESTION FOR THE PREVENTION OF CHOKING).
■ DONT LET LONG HAIR GET NEAR A POOL OUTLET. THE SUCTION CAN CAUSE
HAIR OR BODY ENTRAPMENT AND DROWNING.
III HAVE A FIRST AID KIT AT POOL SIDE SWIMMING POOL FOR:
■ NEVER SWIM ALONE.
■ NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL 2 :Sid) , l �y -
IIIDONTALLOW CHILDREN TO PLAY ASTHOUGHTHEY ARE DROWNING -AFALSE .0 rv;
ALARM MIGHT DELAY A RESCUE 1N THE EVENT OF A REAL EMERGENCY. �J j /
■ WHEN DIVING, ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY ( -D b /J U B D L/A!/C 0,4 I/
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD.DIVING IWO SHALLOW
TER CAN RESULT IN CERVICAL SPINE INJURIES
CAUSING PERMANENT PARALYSIS. YSIS. EVER DIVE INTO AN ABOVE -GROUND POOL
�._
B AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER CPC 1458$3B338 -
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Na REMOVE GRATE & Y' PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN &ATTACH AUX. PUMP WEAPWHE ap p TILE
LINE WHEN EMPTYNa POOL IPPUGaLE
6"x4"
-Pool construction complies with FBC 2017, ANSI-7, ANSI-1 5 GRATE SHALL 4" SLAB (2) #3 REBAR OR I /`�
p BE SECURED IN INTERIOR 2500 FIBER MIX ( \ ll POOLS
OOL _�7
-Water Velocity -Max 8ft sec as per FBC 2017-R4501.6.3 PLACE SO FINISH 4h° TYP. WALL-3,000 PSI GUNITE 1 / ifs REBAR ! �I/
y / THAT TOOLS •
-Pool Barrier to comply with Section R4501 17-6th edition FBC ARE REQUIRED
-Skimmers comply with FBC 2017-R4501.21.2 FOR REMOVAL ORE KRAFT WALL
M �� k
-Soil bearing capacity assumed 2 OOOpsi @95% compaction s" TYP FLOOR 8" . ///VVV
' " TRENCH DRAIN 3,000 PSI #3 a 12" O.C.B.W.
-Equipment Foundation 3 x7 cone slab min 3 5 thick pour in place GUNITE NOTE: FOR DEPTHS ����
-Water Heating equipment to comply with FBC 2017-R4501 TREADED ( GREATER THAN 6' ADD
PLUG W ' (1)#3 COVE BAR @6" O.C. Q u [ [ - 1
U \=
:�:.. .. ZINC.
GRAVEL BE TO PUMP i
TYP. WALL SECTION & WELL POINT FOOTER DETAIL -
(NO SCALE)
OVERPOUR OR CAP TILE DECK 1 Raw OF WATERLINE TILE
WHEN PROVIDE PRESSURE GAUGES INSTALLED ON WHERE APPLICABLE
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION 6'x6' TILE • •> WATERLINE
BELOW THE ,'•.. ,'! '::..:.';'.' ., '., HEATER 3 -AS WAIIC
WATERLINE SPA BENCH 18" CHLORINATOR FILTER MAX 5 -Q" LIGHT «
BELOW WATER LINE `. Nj 7 t NOT
u 4' SLAB W U PUMP W/ MR & LEYEI. FLOOR /3 STEEL a 12' O/C E.W. SLOPE
GRATE SHALL 2500 PSI FIBER MIX D PA REAL S UNIT SINNER PUMP W/ HAIR & 6" THICK GREATER BE SECURED IN URNS UNi STfWNER THAN.11"
xS s PLACE SO %'• %, 4�" TYP. WALL-3000 PSI GUNITE PCB'R� FLOOR SLOPES
- FLOOR SLOPE IF BE
18" THAT TOOLS
o ARE REOLIIRED 6" ttP. ••y ; HEATER wm ARTICLESORM wsms.t
N FOR REMOVAL -: -, ,, STEEL-TEX FORM BY-PASS ]KRU &63
Vacuum (In Hg) % 1.13 Pressure (PSI) X 2.31 FLOOR THE SLOPE a' n[ FM FRau
Feet Of Head Feet Of Head '' OR KRAFT WALL SKIM4FR ME SH1ffiW END WALL
rowARos rue Dssv AREA sxNL _
TRENCH DRAIN , I`3 ®12. O.C.B.W. ORNW Nor DORD t FOOT w r FOOT r
Vacuum Head + Pressure Head ! ORNWoa�R� 4'-0" 13'-t➢" 4'-B" •
= Total Dynamic Head P 3x}ti CRC COO ��5 "
GRAVEL BE - TO PUMP-1N60RNR f
SWIMOUTS SPA, WALL SECTION PIPING SCHEMATIC TYPICAL SECTION THRU POOL «
(NO SCALE) CNO SCALE) <NO SCALE) '
CUSTOM MOLDED PRODUCTS INC. Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL 4.
1. Calculate Pool Volume: ____-=ft_x 7.48(gal/Ft) _ _ --'- gal PUMP
HYDRO -STATIC REUEF SINGLE CHANNEL DUAL oImET CMP 25506-32X VGB (Surface Area) (Average Depth) (Volume in gallons) -
DEVICE INSTALLED M PER Fac45a1 & COMPLIANT 32" CHANNEL DRAIN 2. Determine Flow Rate: XXX __ gal / -- XXX = _ XXX___+_XXX __= XXX
VENT LINE NOT TO BE ---- - -
AREAS THAT EXCEED 1' FURTHER THAN 40 FT COMPLIANT WRH (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) -
WATER TABLE IN SHE 2017 FLORIDA BUILDING CODE
FROM POOL 25' MAX .,� Determine Pipe Sizes: -
TO dET : ; WET LENGTH TO FILTER Trunk Piping to be_E5 _inch to keep velocity 0 8 fps max. at_ 117 gpm Maximum System Flow Rate. - - -
DSrEO TO ASME/ANSI A712.19.a •
TRENCH DRAIN PUMP PUMP 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.
70 AIR ;•:�, -,4• TO _ 327 CHANNEL DRAIN AND SUMP •5" POOL (Make and Model) See Engineering Page for Drain Configuration
VENT .e,n.•..4, CHANNEL •'•ti. re'; 25506-320-000
DRAIN ::�'�:.+. 'THREE 2• SOCKET x 2.5" SPIGOT PORTS 2.5" SPA
*DEBRIS GUARD INCLUDED Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
TO raAvt:L ero ' C• )' - �: '38.79in? OPEN AREA
Total H.P: H,Px servicefactor. IH.p. or mare mat be 2 speed or variable speed
.5" P00 ` ` ` " " 'IAMPO LISTED FLOW RATES Filter Make PENTAIR C&C Size 150
'WHITE PVC BODY
2.5" SPA 'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP Fast min. area based on 6hr. turnover flow rate pool gal. 1360 nun.=Flow Rate
Divide G.P,M. by Canritlge=.375 or Sand =l5a D.E.=2
The maximum flow rating for this suction fitting with the center port plugged and outer ports Time Controller make ON PUMP Model ------
MA�II DRAIN open is 308 GPM (floor) and 212 GPM (woll) when using 2.5' plumbing and 268 GPM (floor) Controls must operate a minimum of to speeds. and 192 GPM (wall) when using 2" plumbing. The maximum flow. rating for this auction The higher soverdde is not to exceed one normal or 24hra whichever is less -
POOL DETAIL _SPA DETAIL fitting With the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(NO SCALE) (NO SCALE) wall) when using 2.5° plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing. Pipe Size 6 fps 8fps
1' 16 gpm 0,14' 21 gpm 0.23'
OUTSIDE ANGLE OF REPOSE 1.5' 37 gpm 0,08' 50 gpm 0.14'
•
<5 N. RAISED CONCRETE 2' 62 gpm 0.06' 82 m 010'
6' AND FURTHER - 4' THICK WALLS W/1'3 REBAR 012" O.C. EACH WAY
3' TO 6' - 6• THICK WALLS W/13 REBAR III O.C. EACH WAY 3)16d NAILS EXPOSED &TOPPED 2,5' 88 gpm 0.05' 17 gpm 0.09 -
0' TO 3' - 8' THICK WALLS W/LT3 REBAR 012" O.C. EACH WAY 2K4 TIE -BACK AT EA( CONNECTION 3' 136 gpm 0,04' 181 gpm 7'
VERTICAL 2x4 4' 234 gpm 0.03' 313 gpm 0.05' -
9 ft 6' 534 gpm 0.02' 712 gpm 0,03'
6 ft. r -
(3) 2x4 STRONG BACKS fl� ��f • Determine Pipe Sizes: HYDROS �, -
3 ft. AT EACH SHEET OF PLYWOOD '� pYd'• trunk Piping to be 2 _inch to keep velocity 0 8 fps max. ot_ 117 gpm Maximum System Flow Rate.
( Return Piping to be_ 2 -inch to keep velocity 0 8 fps max. at_ 1»_gpm Maximum System Flow Rate.
:. - Main Drain Cover(__ SEE -ABOVE_-___) System Flow Rate must not exceed approved cover flow rate.
3 EXISTING GRADE (Make and Model) See Engineering Page for Drain Configuration
OR 1' TO 4' -
b. _ �' PLYWOOD SLOPE , - -
5� SHEET PILE Pump Model PENTAIR SUPERFLO H.P. 2
SHORING DETAIL FOR OR #5 REBAR POOL PERIMEFER
Total H.P: H.P.x service factor. IHp. or more must be 2 speed or variable speed -
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: EXCAVATION LESS THAN OR (2)3 REBAR Filter Make N/A size ---
Filler min, area based on 6hr. turnover low rate pool gel / 360 min. = Flan Rate
' ,' V�� ' SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE 5' FROM EXISTING Divide G.P.M. by Cadddge=.375or Sand 15a DE.=2SUFFI'
F� • NOCIENT TO UNDERMINNGURE OCCURRS OR ENGINEER APPROVED OILS FROM EROSION OR IF ANY DOES MENT III STRUCTURE Time Controller make N/A Model - - - - `
•' ' •' r r ' COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED RAISED AREA ELEV. & GRADE Controls must operate a minimum of two speeds. «' (NO SCALE)
PRIOR TO THE POURING OF THE PATIO (NO SCALD The hl herspeed override M notto seed one no cycle or 24 hrs whichever Isles
Pipe Size 6 fps 8fps
1' 16 gpm 0.14' 21 gpm 0.23'
POOL PATIO 15' 37 gpm 0.08' 50 gpm 0.14' - 4
MISC. NOTES WATER LEVEL .' 'k• '� x�;•::: ��.' � •� 2' 62 pm 0,06' 82 m 0.10,
CONCRETE PATIO
1. ALL STEPS AND SWIMOUT BENCH EDGES • �,r N BOND TO ANCHOR 2.5' 88 gpm 0.05' 17 m 0.09 ' WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE TREADS TO BE
COLOR OF OEM FINISH FOR VISIBILITY > 3' 136 gpm 0.04' 181 gp 7' _.
SUP RESISTANT CROSS BRACE
2. HANDHOLD TO BE INSTALLED ARE WHERE •y 4' 234 m 0.03' 313 m 0.05'
DECK RAISED +s' ABOVE POOL .w., 12 VAC FROM BP 9P ENGINEER: GREGORY ARIAS
>', POWER SUPPLY - . :A .. .. 6' 534 gpm 0.02' 712 gpm 0.03' PROFESSIONAL EDPNEEUFBF,13071 •
10" MIN � "d- .;; „ SIZE AS DEfERMWM 10294So1711emBI 11282
Z BY LICENSED ELECTRICIAN • .:: ' N
4. UNDERWATER ,1•,,.,.. Royat Pain Beach 33421
< LIGHT t.- 6" , (305)87g
l' PVC 12 DESIGNED FOR: �-
POOL FINISH CONDUIT
PAVER PATIO
+ . •. < STEP DETAILS r !. 12"W x 12"D x30"L (;ONC. POOLS BY DREG -
. 1. TREAD IS MIN OF 10" WIDE .' SCHEDULE 40 PVC SLEEVE FOOTING WITH (4)3 BARS SHANER RESIDENCE
2. RISER NOT GREATER THAN 12' EXCEPT IF ' .+'•11 "'ELECTRIC NDT INOLI3DED'" MORE THAN (3) TREADS ARE USED
•: �'., NO BONDING %4OO BOB L
3. ALL STEPS TO BE SOLID GUNITE 3OD0 P.S.I. ,j. OR GROUND #8 GROUND WIRE PART, ST LINK INK FL WAY PREPARIEURY _ SHEET: - 4
STEVE HORST 2
STEPS NICHLESS UNDERWATER LIGHT DETAIL BONDING DETAIL for LADDER and/or RAIL DRAFTING &
(NO SCALE) <tn SCALD (NO SCALE) DESIGN SERVICES-
(772)201.7846 horst.steve@yahoo.com
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Pentair TDH Calculator Page I of 2
Penta r'IDH Calculator
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Pentair TDH Calculator
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PENTAIR
PENTAIR
PENTAIR
'
TDH CALCULATOR PBG-SHAKER-HIGHSPEED
TDH CALCULATOR PBG-SHANER-LOW SPEED
TDH CALCULATOR PBG-SHANER-SPA
Pool Information
Pool Information
Pool Information
Flow Rate: 100.79 GPM Total Piping Lengths:
Pod Volume: 8220 Gal Total Piping Lengths:
Flow Rule: 95 GPM Total Piping Lengths:
4
Suction Lilt: 2 Ft Inlet Side: 32 Ft
Turn Over Time: 4.25 Him Inlet Side: 32 Ft
Suction Lia: 2 Ft Side: 80 Ft
Discharge Side: 64 Ft
Suction LiR: 2 Ft Discharge Sides 64 Ft
ergs Sides 82 Ft
Discharge
Maximum Pipe Velocity Allowed: Piping Sizes:
Maximum Pipe Velocity Allowed: Piping Sizes:
Maximum Pipe Velocity Allowed: Piping Sizes:
(mrhsult}rour local wde) Inlet Piping: 2.445 In
(tumult Your local code) Inlet Piping: 2.445 In
(wnwR your local wide) Inlet Piping: 2.4451n
Branch Piping: 6 Ft(Sec Discharge Piping 2.445 In
Snatch Piping: 6 FVSec Discharge F-II 2.445 In
Brandt Piping: 8 FVSet Discharge Piping: 2.445 In
Inlet Piping: 8 FVSee
Discharge Piping: 8 FVSec Piping Head Loss at 100.7gGaIIMin:
Inla Piping: 8 FUSec
Disci age Piping: 8 Fusee Piping Head Loss at 3224GaUMln:
Pam'
Inlet Piping: 8 Riaec
Discharrge Pipping: 8 FI/Sec Piping Head Loss at 95.00GaVAAin:
(nvt lna,ding finin A,.,,.lvw)
rwtirmu 8a
( dare xhgs Pr.aixaa)
fna notain Rnh
g tic yr valves)
Inlet Piping: 2.01 Ft
Inlet Piping: 0.24 Ft
Inlet P{ping: 3.38 Ft
-
Discharge Piping: 4.02 Ft
Discharge Piping: 0.49 Pt
Discharge Piping: 3.49 Ft
For advanced pools that contain multiple suctions, this program may be
For advanced pools that contain multiple suctions, this program may be
For advanced pools that contain multiple suctions, this pmgmm may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
inaccurate. Consult a hydraulics engineer. This program is for single pump
inaccurate. Consult a hyd/aulics engineer. This program is for single pump
sytems with a single body of water
sytems with a single body of water.
sytems with a single body of water.
Results: Your TDH Calculation
Results: Your TDH Calculation
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Suggested Minimum Pipe Sires-
Suggested Minimum Pipe Sizes:
Flow Rate: iDO.79 GaVMin Branch Piping: 3.0 In
Fbw Ram: 32.24 Ga Mh Branch Piping, t.5 1.
Fbw Rate: 95.00 GIA/Min Branch Piping: 3.0 in
Your Heed Lose: 78.57 Ft Inlet piping 2.5 In
Your Head Loss: 13.57 Ft Inlet Piping: 1.5 In
Your Head Lose: 21.73 FI Inlet Piping: 2.5 In
Maximum Flow Rate Discharge piping: 2.5 In
Maximum Flow Rate Discharge Piping: 1.5 In
Maximum Flow Rate Discharge Piping: 2.5 In
at Maximum RPM: 100.79 Gal/Min
a}Maximum RPM: 100.79 GaVMin
at Maximum RPM: 95.00 Ge11Min
Ensure the drain cover mar now rating is not
Ensure the dnm cower max flow rating is not
Ensure the drain cover max now rating is not
axcaeded
exceeded.
exceeded
Head Lase a 78.57 R
Head Lees at 78.57 Ft
Head Loss at 21.73 Ft
Maximum Flow Rate:
Maximum Flow Pate:
Maximum Flow Rate:
System Head Pressure Curve
System Head Pressure curve
System Head Pressure Curve
25
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im
20
35
4
30
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p615
1W
25
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S 20
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g10
A, .: .
15
50
hNeiliFb Variable $peed. V9*SVftB,VF, Pr VSF-3a5ar
IClean oVatlade Sped, VF, or VSF-1400 rpm
5 2hp,E+,Sir,Be Speed I398025)
AA -
Chan SYslwr,
..Desired
.- Omen System
<... - 'Clean Syuem
• . .. .
y
opera. Point
Desired DpwaWon Pail
Oesiretl Operation Point
D 50 100 1
0 10 m 3i 40
_ _ _
o so 190
`, r
Vobmebb Flow Rate(GPM)
Vdune6b( GRd)
- VOlumetnc Flow Rate (GM)
https:/lwww.pentairpattners.com/marketing/tdh/ ndex.aspx 6/8/2018
https://www.pentairpartners.com/marketingtdh/index.aspx
6/8/201
h ://www. ntaiLTartners.com mazketilto/tdlilindex.aspx
6/9/201811
Selected Components
Selected Components
Selected Components
4..
Components
Components
Components
Heatl Lose in
HUAI Lgaa at
Head Lass a
Name Guaairy r ram
Name display 32g40a
Nun OuaitY ".000a0Min
-
In1eIllChbrlC-W 1 2.70
IMeaChbriG-30 1 042
2"x 2 V 3 wey vane 0 O.On
2"x2.5'3wsy.ly, 7 14,28
2x2.S3wyvaM 7 ski
Man Man 1 1.60
W. LFain t 1.75
Win d/n 1 a34
3iiiMReWm a 486
,
Clean and Clem 1 (LIM
Clean NCis 1 ON
ulve"m; 1 36.12
lho Rehm 4 1.62
Um "Tasty 1 7.90
i"Reem 4 023
Piping
IMat Olsv9age Ilaetl Losses
-
Piping
Piping
Name Quality a.."95.O .N.
90degme elbow 4 10 5,43
Intel PNeharga Nsad Lwea
inlet chlehaw Headlarn
OdAvxw.b v 0 2 0.35
-
Nenk Quantity Quantlry .reQWMln
Nana Qual" Queen, 32.24OU140i
Tee Thnwph 0 3 O.W
-
e0aegmeellx,w a 11 e.50
90dryelliII 4 11 On
Tee Fhnx h 0 3 0.92
Tee Tinugh 0 3 Oil
Pumps
Pumps
Pumps
N. raraNry
2hp, E+, Single $Peed(346025) 1
Quantity
Name Qlulwly
Ind"OName
FIP Vakbb Spee4 VS*SVRB. W. 1
IntrJ6b Yer®he $PaeE V5+8VH&. VF. 1
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F' N
STAINLEIL
ELECTRICAL BQDIPIBIR TIRING, GROUNDING AND UWAI7ATION MUST
HANDRAIL
CONFORM TO THE 2D17 N.E.C. AND APPLICABLE IJM1 CODES
(SAME BONNDDJG FOR
;
1
a
30' WIDE x 8'6' HIGH x SB' DEPTH CLEAR MORE NC SPACE IN
..
FRONT OF ANY PANEL BOARD PER 110.26(A), 114.28(2) w.L
ANCHDR Will
AND 110.28(S) OF THE 2017 NATIONAL EIECTRIt CODE
(BOND ESOLID WNiR
1
APPROVED CAPS
/e SWO COPPER
A'
BOND WIRE act
SERVI 12 V G PIQW1 2x0 UfaR
APPROVED CLAMPS
TRANSFORMER
dUCIg S)
LIGHT NICffi 1 N# COPPER
-
IN OF
Mal OF a'
18'MIN-24'MN( coxr. HwE1CA IWNYt
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-
DISCO ONISLT POOL I'MER rKT -B, ASOE POOL DECK
QAMPS 4,
ENGINEER. GBE6QRY ARIAS
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* roc9LE-
sue-mtDE BOND To
F_PROFESSIONAL ENGINEER PE-73071
a
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_ 1029g 56u01em 81vd. I1252
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N.EC. /PPIDdg
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U1D: I- PVC rwtaWr ....Jli....
Royal Palo Beach, 421 -
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WATER PROOF GFd
(305)879r13
� BE MX
1/212ca"
DESIGNED FOR:
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ggas s Poem
I -le M SURE COPPER
am NO IDt �. �
90x0 rod Will APPRJYED
MIIM r ur POOL EOrf
SUES OF
WrE PO�05 �x0 m
N.R.C. 2017 sac /Leo 2�s) ° E°MP° "�` 80ND
POOLS BY GREG'-O/cp
+0 SOW COPPER
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WIRE TO OROCID
SHANER RESIDENCE
***ELECTRIC NOT- INCLUDE�***
7400 BOB LINK WAY
ELECTRICAL DETAIL EQUIPOTSNTIAL
BONDING DETAIL
PREPARED BY: SHEET:
NOTE: ALL ELECTRICAL WORE SHALL PER FLORIDA BUILDING CODE ADAVON
PORT ST LUCIE, FL
STEVE HORST
4 .
CONFORM TO N.E.C. 2017 SIC. 080
OF THE N.E.C. 2017 EEC. BBO.
DRAFTING & 3
-
r
DESIGN SERVICES
(772)201.7846 horst.steve@yahoocom 3
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