HomeMy WebLinkAboutPOOL PLANSPOOL '.
230 SQ..FT. X 70 I.N. FT. .
DECK ..
390 SQ. FT. .
EXISTING
DECK NA
ACCESS
PER PLAN.
CHLORINATOR PENTAIR INTELLICHLOR
HEATER.
NA .
FILTER
PENTAIR CARTRIDGE CC150. ,
Mlsc,
• SUN SHELF WITH (2 EA.) BUBBLER .
(4 EA.) HYDRO JETS
LOCATION OF GFI RECEPTACLE TO BE
DETERMINED IN FIELD PER NEC 680
6 X 6 WATERLINE TILE GG82348K9
2 X 6 STEP TILE GG82348K9,
OVER POUR IVORY TRAVERTINE COPING
HAND HOLDS NA
GEM FINISH LAGOON
BABY BARRIER ALARMS
DECKING IVORY TRAVERTINE FRENCH PATTERN
DORADO POOL CLEANER
40 ft. 2 In.' a1 A
------------------ — -----
� �RAVERTWE COPING
BUBBLER w
w
5 ft v h' DEEP 26 ft. m 5-'/:.
DO
SUN SHELF B BLER f
WITH (2 EA.) \ I
BUBBLERS
RETURN LINE 2 R1 V C L D -
rT AT,rv:M_n.IBUa
-111
DECK
H
II H I
--- --------------
y
. pgpgpgge��G�gP� {gg3�g�Ei�PA' p�uoga.m�Ti
allHYDRC
JETS :� 3ggo
S
B
IB1 ei }€elt a
8ft.2in. � � ���E�
I III
AB MR
uoil MH
oft I
¢ I 1.
Big
1 fl lot
DECO DRAIN
ST. LUCIE COUNTY
ALARM, n. C BUILDING DIVISIO
THELa '1 INS AMU ALL PROPOSBD 1r I K REVIEWED
Al sUajECT TO ANY COPRECTICII FOR COMPU CE
r,E ' HEED BY FIELD INSPEC`s ORS Ts1'`oAErE S iBT
hu1Y BE tdECESSARY IN ORDER TO PLANS ANDVERKAF
COMPLY }LY b�'IiTI I ALL APPLICABLE COC! 7' M14UST EC KEPT ON JOB I
- NO. INSPECTION WILL BE DE
CONCFALE PASTENERS OR 04HMENTS FILE:CdP,Y
RILE THE RESPONSIBU Y OF THE
VDDL& t!�U CIreg
POOL SPECIFICATIONS
M WIDTH W " MAXIMUM LENGTH
SHEET TILE YES
MOASICS NO
OWNERS HEREBY ASSUME AND AGREE TO THE
PROVISIONS OF THE CONTRACT FOR POOL
CONSTRUCTION, AND APPROVE THESE PLANS
WHICH ARE MADE APART OF THAT CONTRACT
OWNERSSIGNATURE
ADDRESS: 238 BI I I D
AGENT SIGNATURE: SONJA COR.BETT
OOLS
A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL SUPERVISION. NO CHILD
SHOULD BE LEFT UNATTENDED. PARENTS SHOULD KNOW THAT ADULT SUPERVISION ISTHE
ONLY WAY TO PREVENT AN ACCIDENT. THEY SHOULD MAINTAIN CONSTANT EYE CONTACT
WITH THE CHILDREN WHENEVER THEY ARE NEW 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 S YEARS OF AGE.
POOLS BY GREG CANNOT HE HELD RESPONSIBLE FOR ANY LOSS, DAMAGE, DEATH OR
INJURY DUE TO MALFUNCTION OR FAILURE OF A BARRIER OR ALARM WHEN USED BY THE
CUSTOMER, 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, POOL$ BY GREG, INC.
MAKES NO CLAIM WHATSOEVER TO THE DIFFERENCE OF THESE PRODUCTS
RULES FOR POOLS
> INSTRUCT BABY-SITTERS 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.
> OUNINO SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT DESIGNATED WATCHER
TO PROTECT YOUNG CHILDREN FROM POOL ACCIDENTS. ADULTS MAY TAKE TURNS
DENG THE WATCHER OTHERWISE, ADULTS MAY BECOME PREOCCUPIED AND ASSUME
SOMEONE ELSE IS WATCHING THE CHILDREN.
> IF A CHILD IS MISSING, CHECK THE POOL FIRST. SECONDS COUNT IN PREVENTING
DEATH OR DISABILITY. GO TO THE EDGE OF THE POOLAND SCAN THE ENTIRE POOL
BOTTOM AND SURFACE, AS WELL AS THE POOL AREA.
> 00 NOT ALLOW A YOUNG CHILD ON THE POOL WITHOUT AN ADULT.
> DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY HAVE HAD
SWIMMING LESSONS OR ARE WEARING A LIFE JACKET.
> LEARN CPR,SABYSITTERSAND 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 DATE 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 HIT AT POOL SIDE.
> NEVERSWIMALONE.
• 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.
> WHEN DIVING, ALWAYS ENTER TAB WATER WITH YOUR ARMS EXTENDTO FIRMLY
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD. DIVING INTO
SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES CAUSING PERMANENT
PARALYSIS. NEVER DIVE INTO AN ABOVE GROUND POOL.
> AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER
SCByNF®
S� (ucie C007t�,
—Pool construction complies with FBC 2017, ANSI-7, ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3
—Soil bearing capacity assumed 2,000psi @95% compaction
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour i
place or approved Hurricane Rated precast equipment pad
WHEN PROVIDE
SHALL BE AT 20" MA
BELOW THE
WATERLINE
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
1 0
N Vacuum (In Hg) X 1.13
Feet Of Head
.SWIMOUTS
CALE)
MAIN DRAIN
19
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE F REPOSE
6' AND FURTHER - 4' THICK WALLS W/#3 REBAR 012' D.C. EACH WAY
3' TO 6' - 6' THICK WALLS W/13 REBAR 012' D.C. EACH WAY
0' TO 3' - 8' THICK WALLS W/#3 REBAR 012' D.C. EACH WAY
=J)
/Oc'Ac.
CAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING 5 INSTALLED AT EXCAVATION AND SHMNG SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
• CGIMIPACPON TEST OF THE BACKIFILUED MATERIAL ARE PROMDED
PRIOR TO THE POURING OF THE PATIO
A' PER FT. MIN SLOPE
M REMOVE GRATE &
BRICK
WELL POINT RUG FROM MNN
COPING
DRAN & ATTACH AUX. PUMP
UNE WHEN EMPTING POOL
6"x6* TILE
GRATE SHALL
BRICK PAVER PATIO
BE SECURED IN
INTERIOR
PLACE SO
FINISH
4J' TYP, WALL-3,000 PSI GUNITE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
OR KRAFT WALL
6" TYP FLOOR
TRENCH DRAIN
3,000 PSI
#3 @ 12" OCB.W.
GUNTE
NOTE: FOR DEPTHS
AN 6' ADD
GREATER THAN
TREADED
(1)#3 COVE BAR 06- D.C.
PLUG
GRAVEL B
TO PUMP
TYP. WALL SECTION
& WELL POINT
#8 COPPER
TO GRID
HORIZONTAL INSTALL
#8 COPPER
GRID
D
VERTICAL INSTALL
PoolBoiid PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.Install
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
PATIO
P
12 12
FOOTER DETAIL
(NO SCALF)_
OOLS
by(
GREGyINC
SUN
DECK DECK 1 ROW OF WATERUNE TILE
L
HVIR & 7 WATERLINE
UNER No 5'—
7
� 1 #3 STEEL 0 12' O/C E.W.
FLOOR SLOPE
FLOOR SLOK 9� A
R Ne_y U14193111 M
ODWPLY WITH ARTICLES 5.6.
THRU 5.6. THE sl� a THE FLOOR FRO
THE SHALOW W IN1.
TOWARDS THE OW AREA SHA I
NOT EXCEED 1 FOOT IN 7 FM
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL a E CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WffH
2017 FLORIDA BUILDING CODE
LISTED TO ASMF/ANSI A112.19,
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 noting for this auction 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.
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
WATER LEVEL
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
12 VAC FROM
DECK RAISED +6* ABOVE POOL
7D
t
POWER SUPPLY
SIZE AS DETERMINED
10' MIN
BY LICENSED ELECTRICIAN
UNDERWATER
UGH[T
1" PVC
POOL FINISH
CONDUIT
4
STEP DETAIL
4:
1. TREAD IS MIN OF 10' WIDE,
SCHEDULE 40 PVC SLEEVE
2. RISER NOT GREATER THAN 12" EXCEPT IF
NO BONDING
MORE THAN (3) TREADS ARE USED
OR GROUND
1 ALL STEPS TO BE SOUD GUNITE 3000 P.S.I.
REQUIRED?
STEPS
NICHLESS
UNDERWATER
LIGHT DETAIL
( ff—
N SCALE)
(NO
SCALE)
4
V THU
TYPICAL SECTION THRU POOL.
(NO SCALE)
WALLF
NOT
UK
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 +___A_X___=__XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes;
Trunk Piping to be-,.L-_inch to keep velocity 0 8 fps max. at_ 181 gpm Maximum System Flow Rate.
Return Piping to be-_2.5inch to keep velocity @ 8 fps mox. 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
Pipe Size
6 fps
ef pis
11
16 gpm 0.14'
21 gpm 0.23'
115,
37 igpm 0.08'
50 gpin 0,14'
2.
62 gpm 0,06'
82 plain 0,10,
2.5'
(0 opm 0.09
3.
136 gain LO 4'
der-9717' n. 7)
4'
F34 0.03,
313 g
1 6'
1534 gain 0.02'
1 712 gpm 0.03'
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Total H.P.=H.Px service factor. I H.p. or more must be 2 speed or variable speed
Filter Make PENTAIR C&C Size - - - LLD —
Filter min. an based on 61r. turnover flow rate pod gal. / 36D min. - Flow Rate
Divide G.P.M. by Cartridge = 375 or Sand = 15 a D.E. = 2
Time Controller make ON PUMP Model ------
Controls Must operate 8 Minimum Of two SPINKIS.
Thn hHhiv areal nveMd. W m 1n Rwfwvl MR.1 �.. nr 9A h. vuhhln. k 1.
Determine Pipe Sizes: HYDROS
Trunk Piping to be 3 inch to keep velocity 0 8 fps max. at 181gpm Maximum System Flow Rate.
Return Piping to be --!--inch to keep velocity 0 8 fps max. at-1-81gpm 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
Bf ps
1.
16 qpm
0.14'
21 gipm
0.23'
1.5'
37 gpm
0.08'
50 gpm
0.14'
20
62 9pin
0,06'
82 Gain
0.10'
2.51
88 gpm
0.05'
117 coom
0.09'
3.
136 gpm 0,04'
81 gpm
0.07
4'
234 gpm
003'
6'
534 gpm_
0.02'
712 gpm
0.03'
DESIGNED FOR:
POOLS BY GREG
WORKMAN RESIDENCE
238 BfMM DR
FF PIERCE, FL
4
A.
GREGORY ARIAS
10299 Southern Blvd. #21 2
Royal Palm Beach, FL 33
(305)879 0541
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEICI:
STEVE HORST
DRAFnNG & 2
DESIGN SERVICES
A 7846 horst.steve@yaboo.cm
10PENTAIR
I TDH CALCULATOR PBG-WORKMAN-HIGH SPEED
Pool Information
Flow Rate: 109.08 GPM
Total Piping Lengths:
Suction Lin: 2 Ft
Inlet Side: 48 Ft
Discharge Side: 76 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inld Piping: 3.043 In
Branch Piping: S FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FLISee
Piping Head Loss at 109.08Gelfill
Ohm Inaidln0 fair, or valves)
Inlet Piping: 1.20 Ft
Discharge Piping: 5.52 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate- Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sins
Flew Rate:
109.0E GWMin
Branch Piping:
3.0 In
Your Head Lap:
74.85 Ft
Inlet Piping:
2.61n
Maximum Flow Rat.
Discharge Piping:
2.5 In
at Maximum RPM:
109.08 Gal/Min
Empara the drain covarmax flow regng he not
expandd.
Head Lap at
74.813 Ft
Maximum Flow Rate:
System Head Pressure Curve
150
in
iW
T5
25
IMelliFlo Vadeble Speed, VS+SVRS, VF, or VSF -3450 rpm
Clean System
Dealmd Operation Pram
a
u100 taro
soVdumeuk Row Rabe(GPM)
Selected Components
Components
Name
Intefluctior IC-30
2'x25'3wpwhw
Main Drain
Caen antl Cear
12Ind Ream
Piping
Mesa
m rHgroa mbow
45 degree rapper
Tee Through
Pumps
ram
wel Yana d, Speed, V9+SVR9, VF,
di
AN Porrr cade"It" BM bees re owned by Pricier, N.K MAOFAAA ON
ererPd UnhaseemaMa saudadmlerx!mPerdeNwftidap nd ape
MIIIII/ep. 1/Mr9e rxw899NmfM nllMd end LRMb mMIfII NRiax chef na
perm te
Head Las O
QuenMl, 1"Madv aln
1 3.10
5 12.42
1 1."
1 Im
4 w0 w
IOW Dieclnraa 11aatl Lope
Guuapy QlenMl, 1pABD8UL1iI
a 0 8.21
am
0 0 0.00
0 S 1.79
Quendy
1
m UnINtl6aN! rNYw OMr
McIMlcebm aWPblkvrw
arch barrmmeybe Mr
d rerviced, PodeN roaelws Me
0 PENTAIR
ITDH CALCULATOR PBG-WORKMAN-LOW SPEED
Pool Information
Pod Volume: 8600 Gal
Total Piping Lengths:
Turn Over Trip: 4oO Hm
IntetSMe. 48 Ft
Suction Lift 2 R
Discharge Side : 76 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(conwe your oral coda)
Intel Piping: 3.043 In
Branch Piping: S FVSW
Dtecrrge Piping: 2.445 In
Inge Piping: 8 R/Sec
Discharge Piping: B FVSec
Piping Head Loss at 35.83Gairl
P 9
(rat nwding filings ar valved)
Inlet Piping: 0.15 Ft
Discharge Piping: 0.70 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes
Flow Faro:
35.83 Gal/Min
Branch Piping:
1.5 In
Yaw Head Loss:
9.50 R
Inlet Piping:
1.5 In
Maximum Flow Rate
Discharge Piping:
1.5 In
at Maximum RPM:
100.06 Gal/Min
Ensure the drain covermax flow rating Is not
exceeded..
Head Loss at
74.86 Ft
Maximum Flow Rate:
System Head Pressure Curve
.. 10 20 30 40 50
VdW*bk Flaw Rafe (GPM).
ero
30' WIDE z tub' HIGH z Se' DEPTH CLEAR HORSING SPACE IN
FRONT OF ANY PANEL BOARD PER 110.29(A)a 110.26(2)
AND 110.2E(3) OF THE 2017 NATIONAL SLSCMC CODE
JUNOIION-mK(S)
MIN OF 8'
ABOVE POD, DECK
V N.E.C. APPROVED -
tlmE I' PVC CgUUR l
YOIER PROOF GF.I.
MUST NDT BE MORE
3-f12 IN
Ogg 20' FROM POOL
1/2' CMgtur
EDGE AND NOT
MOAN Ill' POOL EDGE
18 SOID COPPEN MIKE
M E09P0101I1M. BOND
N.R.C. 2017 SEC. 880.22(S)
18 SOLD COPPER
MIKE TO GROUND
Selected Components
Components
KmNG le-30
Tx2.6"3wlyvalw
Mein D.ein
a. arA Clear
la avh Rehr
Piping
Name
90din eeav
45 degree ence
Tee Through
Pumps
tame
hootino Vance Speed, VS+SVRS, W,
or VSF
Head Lpa I
ouantNy 13.BM"io
1 049
5 o.so
1 030
1 074
4 3.33
am Dhmarga Head 1-0car
Qpnay GpnU1Y Sunda lln
6 /4 1.04
0 0 0.00
0 5 am
Quantity
1
ICorrtlO. EasyToucaO, IMeldTouM$ SunTowaa, end Eno SebeYP^
iM. Md/eltlaamlaMlCdnCeaeeiN (be n/11(ad $ab9 alldrwO6wl
IYbe ooed In thin drwmew am rat uead ro dmkeroan Naeaaon w
later Paul antl Spa. Inc. Thox testae rM blptl! meY p tla
mtlnrpualyNaproWrp owproducn rasepvices, PonkNrowrwa tlm
I
TAIggN��LNNEDSS FEEL
IB�D�O FOE
CHOR Rid sotto COPPER
ND ORE WITH
PROVED CI.MIN
AB SOV) COPPER
POND WI E OMAPPROVED CLANK
HE 1-18 SOUD BINS COPPER
1 S'MIN-24'MA% CORE PMMCTER BOND
1 Will
APPROVED
CLAMPS TO 6'
I-f8 SOLID BARE COPPER
DOW ORE WON APPROVED
CLAMPS 0 (4) SIDES OF
GINIIE POOLS POND m
POOL SM11
0 PENTAIR
TDH CALCULATOR PBG-WORKMAN-HYDROS
Pool Information
Flow Rae: 134.21 GPM
Total Piping Lengths:
Suction Ln: 2 Ft
Inge SMe: 48 Ft
Discharge Side: 46 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(co-i your local cope)
Inlet Piping: 3.043 In
Branca Piping: 6 FVSec
Discharge Piping: 3.043 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec
Piping Head Loss at 134.21GaVMln:
(not'nurdiog fidings or valveal
Inlet Piping: 1.77 Ft
Discharge Piping: 1.69 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytilms with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sins:
Flow Rate:
134.21 GNIMin
Branch Piping: 3.0 In
Your Head Lase:
60.59 Ft
Intel Piping: 3.0 In
Maximum Flaw Rate
Discharge Piping: 3.0 In
at Maximum RPM:
134.21 Gal/Min
Ensure the drain cover mar now rating is not
exceeded.
Head Lop at
60.59 Ft
Maximum Flow Rate:
System Head Pressure Curve
25
W
73
50
25
telhFlo Varlade Speed, VS+SVRS, VF, or VSF- 3450 rpm.
Clean System
Desired Gomplen Point
0
0 50 100 1W 2110
VOlumema Flow hate (GPM)
Selected Components
Components
Nam
WardilChlw IC - 30
2 x 2.S' 3 way calve
Mein Drain
Clean and Ckar
341IrMh Realm
Piping
Name
90 dewae elbmv
4501oree2mv
Tea Tindal
Pumps
Own
soalNno Vrame Speed, VS+9VR9, W.
or VSF
Wad Lop a
Qua" Imlor Mn
1 4.49
5 21
2.7a
12.W
4 9.25
treat DNCRargs Naa i Lpa a
gpMiy Goodall, imli1 A
e 12 6"
0 0 OW
0 3 0.67
Quarter,
1
e
)
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL MORE SHALL
CONFORM TO N.E.C. 2017 SEC. 680
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTION
OF THE N.S.C. 2017 SEC. SSORS