HomeMy WebLinkAboutPOOL PAPERWORKPOOL
315 SQ. FT. X 81. LN. FT.
DECK .
441 SQ. FT.
EXISTING
DECK 261 SQ. FT.
access
PER PLAN
CHLORINATOR PENTAIR I-CHLOR 30
HEATE
NA
FINE
PENTAIR. CARTRIDGE CC100
MISC.
BLOCK WALL & FOOTER
LOCATION OF GFI RECEPTACLE TO BE
DETERMINED IN FIELD PER NEC 68o
6 X 6 WATERLINE TILE OB 801 OCEAN BREEZE
2 X 6 STEP TILE OB 801 OCEAN BREEZE —
OVER POUR YES
HAND HOLDS NA
GEM FINISH BLUE GEM
BABY BARRIER ALARMS
DECKING MOONLIGHT MIST FLO-CRETE
DORADO POOL CLEANER
41 ft. 6 in.
— — a - — — — -- — — — _.. — — — _ — _. _STEM WALL — — — —, — — _ — _ _ _ ---
R R
n 27 k 8 1n•
S' DEEP
3 t. 6 i. ft
3-% DEEP SWI CUT t R) r
5 . 5 in, !.
UO --
( / {.
TILED EDGE ---- ------- -----DECO DRAIN_)
7 I ft. 3 in.
12" VAC LED — It —
Al
12" c' N,IC ELESS¢M 12 it 4 in.
R Li HT Q S IMMER
18" ro _ 10 ft. 6 in.
2"- RETURN LINES
2"- VAC LINE x 1
'LIGHT LINE m I GD
2" SK MMER LINE
2"-MAIN DRAIN ___---_--_-----------------
I,r
TEXTURE EXISTING LANAI
EQUIPMENT PA .' r�
PER FBC 2017
-ALARM ALARM
STEM WALL DETAILS
III( jb� IHJ�MPa Wql nurti'n'n'r
III Y
n)B5 BAR CONr. \\\\\\II 1///// ]j�' I'm a »'"w :. rv•. . ,
POOL UECK — \\ QP- G� //� t.... --•` �. - In t , „a.Jdr°7Ki'T�"au `i.":.:'v...... r ..
i 4 H
uJ UJI PI• n•.•..xn., 4. w. e, ar., ., nw,,..n ,.,...evyn
WB" ALL PE 68212 �. '� ' i , ;,< ,f J ', :, r •',.,_ .., ...,,,
U CELLSLS FILLED c ; --'•,r ,.11— w
3000 PSI 'C ..L ,� f t �a�. 1 ~ro .,ro...,, pw,� •"'w.r .. R CH %J . "IO14N _______ __ ' 1" p`+'" .�IitA W, n'..,r'N•ivir
U q FILLo = Qa° STATE OF (t� , .:_ • ,a ,,u _--- „ GRAU #5 BARS OW O.C.
VERTICAL W1 HOOK
qx•.r T. �_ ..
L5 BARS
R ndall
FL Lic. Noi 68212�
" "Ir. " °° , °
3-n5 BARS CONT.
70.4,3S
J „m , ,;,. AIL.
TANDARD HOOK BARS
1801 Hazelwood Drive
" O.C.I
Fort Pierce, FL 34982
CONCRETE FOOTER
Ph: (772) 201-1,634 DESIGNED 13Y: SONJA COR6ETT'
POOL SPECIFICATIONS
MAXIMUM WIDTH 15' MAXIMUM LENGTH 27°8^
MINIMUM DEPTH 3--'/�' MAXIMUM DEPTH S. � -
SHAPE CUSTOM ELEVATION T.B.O.
DIRT FROM EXCAVATION: HAUL 9,
EXTRA FILL AND COMPACTION NA AFff��
L',
JOB ENTRANCE PER PLAN
TILE OB 801 1"X2" BLUE GEM c '0
STEP TILE00801 1"T' •. w OMA Fo
FILTER CARTRIDGE CC100
MOTOR H.P.1-'/x HP VS MOTOR H,P. SPA NA e'^AO� HcF
J BOX INCL TRANSFORMER INCL TIME CLOCK IN
LIGHT 1 EA. SPA LIGHT NA
MAIN DRAIN 1 SPA NA
RETURNS POOL: 4 RETURNS SPA NA
SWIMOUT OR LADDER SWIMOUT THERAPY JETS NA
HANDRAIL NA
DIVING BOARD NA SLIDE NA
HEATER NA :TANK NA .
VAC. HEAD INCL. VAC. HOSE INCL, VAC POLE INCL.
- BRUSH INCL. LEAF SKIMMER INCL. TEST KIT INCL
CHLORINATORYES FILL LINE NA -
OVER FLOW LINE NA POOL CLEANER/ STUB' INCL. "
TREE REMOVAL NA STUMP REMOVAL NA -
WATER J v EXISTING ELECTRIC SUPPLY E
BACK AS LINE NA
SCREEN ENCLOSURE PIONEER FOOTERS WITH STEEL
ELECTRICAL HOOKUP PAYUCK - -
PATIO FLO-CRETE COLOR MOONLIGHT MIST
EXISTING PATIO MOONLIGHT MIST -
TERMITE TREATMENT INCL. "
PLANTERS NA DECO -DRAIN INCL.
APPROXIMATE GALLONS POOL 10,000
PUMP G.P.M. 100 SPA NA
APPROXIMATE TURNOVER TIME EVERY 6 HOURS
CUT AND CAP SPRINKLERS HOMEOWNER -
. SAFETY FENCE COLOR ALARMS
OVER POUR YES
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
OWNERS SIGNATURE 1
ADDRESS: 5144 G RRY PA WAY
ETF'f CE F
AGE'NTSIONATURE: SONTA CORBET 'r
0OLS
by
GRE
L AWSO1V
A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL SUPERVISION. NO CHILD
St IOULD BE LEFT UNATTENDED. PARENTS SHOULD KNOW THAT ADULT SUPERVISION IS THE
ONLY WAY TO PREVENT AN ACCIDENT, THEY SHOULD MAINTAIN CONSTANT EYE CONTACT
WITH THE CHILDREN WHENEVER THEY ARE NEAR. OR COULD GET NEAR ANY BODY OF
WATER, UNFORTUNATELY, MOST ACCIDENTS OCCUR WHEN THERE 16 A LAPSE IN
SUPERVISION EVEN FOR A SMALLTIME. 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
114JURY DUE TO MALFUNCTION OR FAILURE OF A BARRIER OR ALARM WHEN USED BY THE
CUSTOMER, FOR ANY REASON BEYOND ITS CONTROL UNOSR 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
MULES FQR POOLS
`r INSTRUCT BABY-SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG CHILDREN
-
ANDABOUTTHEUSEOFPROTECTIVEDEVICESSUCHASDOORALARMSANDLATCHES.
- -
EMPHASIZE THE NEED FOR CONSTANT SUPERVISION.-
> DURING SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT DESIGNATED WATCHER
TO PROTECT YOUNG CHILDREN FROM POOL ACCIDENTS, ADULTS MAY TAKE TURNS
BEING 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 DISADILITY. GO TO THE EDGE OF THE POOL AND SCAN THE ENTIRE POOL
BOTTOM AND SLIPPAGE, AS WELL AS THE POOL AREA.
> DO NOT ALLOW A YOUNG CHILD ON THE POOL WITHOUT AN ADULT,
..
> DO NOT CONSIDER YOUNG CHILDREN TO BE OROWN•PROOF BECAUSE THEY HAVE HAD
-
SWIMMING LESSONS OR ARE WEARING A LIFE JACKET.
> LEARN CPR, BABY-SITTERSANO 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.
A NEVER PROP OPEN THE GATE TO A POOL,
`
> NO RUNNING, PUSHING, WRESTLING OR DISTURBANCE IN THE POOL AREA. NO
..
CHEWING GUM PERMITTED IN THE POOLAREA tRED CROSS SAFETY SUGGESTION FOR
�(�A �IAIGr.
THE PREVENTION OF CHOKING)..
v11NNEE
> DON'T LET LONG HAIR GET NEAR A POOL OUTLET, THE SUCTION CAN CAUSE HAIR OR
BY
BODY ENTRAPMENTKIT AT DROWNING.
HAVE A FIRST AID K17 AT POOL SIDE,
cy
St. Lucie County,
NEVER SWIM ALONE,
> - 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.
I ///
�0�,
> WHEN DIVING, ALWAYS ENTRR THE WATER WITH YOUR ARMS EXTENGT0 FIRMLY
/ /
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD. GIVING INTO
/ v
SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES CAUSING PERMANENT
I
PARALYSIS. NEVER GIVE INTO AN ABOVE GROUND POOL.
> AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER.'
NOTE: REMOVE GRATE & ?A` PER Ff MIN SLOPE i
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP MRPOUR R CAP
PATIILE (2) #3 REBAR OR
ONE WHEN EMPttING POOL , ^ly„� ;,'! ..' !; . '),VM'',`';'
6"x6" TILE (1) #5 REBAR
GRATE SHALL 4 SLAB POOLS
BE SECURED IN INTERIOR 2500 FIBER MIX —Pool construction complies with FBC 2017 ANSI-7• ANSI-15 PLACE so FNISH" nP. wnu-3,oao Psl cuNlrE
THAT TOOLS re
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 ARE REQUIRED 8
—Pool Barrier to corn with Section R4501.17-6th edition FBC FOR REMOVAL , STEEL -FT FORM
�Y OR KRAFi WALLby ZZ46�
—Skimmers comply with FBC 2017—R4501.21,2 s°TYP. FLOOR
TRENCH DRAIN 3,000 PSI #3 0 12" O.C.B.W. Q v
—Soil bearing capacity assumed 2,000psi @95% COmpaCtlOn GUNITE NOTE: FOR DEPTHS 8
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour In TREADED Er' . GREATER THAN 6' ADD On '
PLUG s (1)3 COVE BAR ®6" O.C.
place or approved Hurricane Rated precast equipment pads ANC C F/i
GRAVEL BE �TO PUMP � �� <�
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE) (NO SCALE) O
#8 COPPER
TO GRID
DECK 1 ROW OF WATERONE TILE
WHEN PROVIDE PRESSURE GAUGES INSTALLED ON FILTER
SHALL BE AT 20' MAX CHLORINATOR
FILTER PUMP FOR FINAL INSPECTION , » WATERLINE
BELOW THE HORIZONTAL INSTALL PUMP W/ HAIR & 3 -6 WALLS
WATERLIN NT STRAINER MAX rj -Q OGHT StlP1L
SNOT
LEVEL FLOOR —� 1 �3 STEEL a 12" 0/C E.W. sa
V THICK CREATER
/ #8 COPPER FLOOR SLOPES THAN II
TO GRID
18" • \ FLOOR SLOPE SHALL BREkSOE
VERTICAL, INSTALL SKIMMER COMPLY
UNIFORM A 5.
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 COMPLY �ww ARTICLES ss.r
Feet Of Head Feet Of Head iHRU 5.6'l
PoolBond PB-2008 THE SLOPE OF THE II ROM
TOE SHer My ENE W�
TOWARDS EXCEED
THE DEEP p P AREA SO
Instoll in Plumbing T at least 3" Below pool 7" cC 011 uHf nor EXCEED 1 F00T IN rooi
Vacuum Head + Pressure Head Water level in Return Piping.Install coMA ORO 8'-0" 17'-0"
= Total Dynamic Head in sprinkler box for easy access
27'-B"
SWIMOUTS WATER. BOND DETAILS FOR PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NEI SCALE)
NICHLESS LIGHT SYSTEM (Bo SCALE)
CUSTOM MOLDED PRODUCTS INC.
HYDRO -STATIC RELIEF SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
DEVICE INSTALLED IN PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL COMPLIANT WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASIA /ANSI A112.19.8 U Li
TRENCH DRAIN
� F 32` CHANNEL
RAIN 000
L=
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
'DEBRIS GUARD INCLUDED
To GRAVEL BE
1 *38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
.2"
'WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK To PUMP
MAIN DRAIN
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
POOL DETAIL
fining with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(NO SCALE)
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
Pape Size
6 fps
84 ps
1"
16
gpm
0.14'
21
gpm
0.23'
1,5w
37
gpm
0.08'
50
0:14'
2"
62
gpm
0,06'
82
gpm
0,10'
2.5w
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'
61
534
gpm
0.02'
712
gpm
0.03'
OUTSIDE ANGLE OF REPOSE
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
6' AND FURTHER - 4" THICK WALLS W/#3 REBAR 012" O,C. EACH WAY
3' TO 6' - 6" THICK WALLS W/L3 REBAR e12" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/L3 REBAR 012' O.C. EACH WAY
i. Calculate Pool Volume: _XXX __-f1-XXX x 7.48(gol/Ft) _ XXX gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: KKK____ gal / XXX +XXX =XXX
s ft.
___ _XXX__
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
6 it.
Determine Pipe Sizes:
Trunk Piping to be_? __inch to keep velocity ® 8 fps max. at_ 82 _gpm Maximum System Flow Rote.
3 ft,
Return Piping to be - -!--inch __inch to keep velocity ® 8 fps max. at_ 52_-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
Oc�x
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
Pump Model PENTAIR SUPERFLO VS H.P. 1.5
Ste; F SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
Total H.P.=H.P.x service factor. IH.p. or more must be2speed orvariable speed
P� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
Filter Make PENTAIR C&C Size 100
NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
Filter min. area based on 6hr. turnover flow rate pool gal. 060 min. =Flow Hate
PRIOR TO THE POURING OF THE PATIO
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
POOL PATIO
I The fr hers eed override is not to exceed one normal bible or 24 hrs whichever Is less
MISC. NOTES
WATER LEVEL "`::.. ., „•.iy, •.. •fir. �} }., r; ; �.." ..
.•'`*''""""'"
\� I I (� �C�
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTItE BORDER OF OPPOSITE
"•';
\\\ rA, F{QD �//
//
/
COLOR OF GEM FINISH FOR VISIBIUtt
.f:,. "'
\\\ Qr-••..•..
\ EN ��'•'Q /
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
J •:;
,, �,,; 12 VAC FROM
POWER SUPPLY
\\ -
b�t�GERS,P,E,
10" MIN
p"
;: }, ;, SIZE AS DETERMINED
PE 6821i
_ Lictri�N�ry 2910
Y�y (8
...
*,
z .• BY LICENSED ELECTRICIAN
UNDERWATER � �:"A
* 180I H'Mze W
_ ; Ft PdFC' 982
a
"
LIGHT :;':•
STAT OF 6
DESIGNED FOR:
,'•:
1" PVC
.4 .y
POOL FINISH .. CONDUIT
//j/ �`5i'< R \\
A STEP DETAILS
, ,.
POOLS BY GREG i, N
1, TREAD IS MIN OF 10" WIDE.
SCHEDULE 40 RVC SLEEVE
•'
LAWSON RESIDENCE I I I I * URIC 40T INCLUDED***
2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED
NO ®GNDING
•�' •' OR GROUND
5144 CHERRY PALM
3. ALL STEPS TO BE SCUD GUNRE 3000 P.S.I.
.yZ: ';�' REQUIRED
PREPARED BY: SHEET:
FT PIERCE, FL
STEVE HORST 2 /
STEPS
NICHLESS UNDERWATER LIGHT DETAIL
DRAFTING & r,(
(NO SCALE)
DESIGN SERVICES
(NO SCALE)
(772)201.7846 hors' she
PENT R
TDH CALCULATOR
Pool Information PEG-LAWSON-HIGH SPEED
Flow Rate: 73.53 GPM Total Piping Lengths:
Suction Lift: 2 Ft Inlet Side: 64 Ft
Discharge Side: 94 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(nonault your local code) Inlet Piping: 2.052 In
Branch Piping: 8 FL/Sac Discharge Piping: 2.052 In
Inlet Piping: 8 Ft/Sec Piping Head Loss at 73.63 Gal/Min:
Discharge Piping: 8 FVSec
(not incuding fittings or valves)
Inlet Piping: 5.26 Ft
Discharge Piping: 7.72 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics enginear: This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 73.53 Gel/Min Branch Piping: 2.5 In
Your Head Loss: 47.93 Ft Inlet Piping: 2.0 In
Maximum Flow Rate Discharge Piping: 2.0 In
at Maximum RPM: 73.63 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 47.93 Ft
System Head Pressure Curve
i I
j
80
O 60
14
40
20
- SuperFlo VS 3450 rpm
Clean System
0
'i Desired Operation Paint
0 25 50 75 100
Volumetric Flow Rate GPM
Selected Components
Components
Naaa L. M
qnn QYanay 73,53(essln
Inl&IsoslC M 1 1.57
T%25'3xayvelre x 1,5x
Men m 1 3's
", eM on, 1 9.+4
1rz InM Pgwn 4 14.px
Piping
mix Mae,. deaa Lon.r
Nams Q.ssW gmsolly nntessln
sp d,"eeumw
T.ThroopR 0 6 1.W
Pumps
sssne B
wtl PenleYfred-o uldb avevra by Puaer.. Ina. Wass,& M&YX oR EegToo s1s&*Ycw,8.. Soalood S.. Bna goo saw+o'
p.pbtw'ea ne.-.see, tse.su aNN,me, PwYena Sp, MB.111 Os,ed WMp s u ne U118W 6p1ep 8Mrwamer
munfNn UMB96 B%preaayrldea, rumeBeMOniW6 of YVN pBnPo61M1eIMaY 89 u6MmInwaxwronle-sne dbendBnn N,M. nw
.nanrsnmanrbetrveBn m. pwlrem Nnon ewBnaMnea ens Pmav wew.NaeMSpa,Ix. 7nos.name meEiHna. may Mme
mmmerxa mraplerepep.amm%.aamae MlNpartpa. emelln we em mnnnmuaNlmpmmrgnuYp' �h ana»mma. P.mWmnrvBa IW
rg'llln alonfa 9pBp'/iuttw6 WWav-0pR.l'Iptlm. V&lfaHiaen B%NI WppYonlly BmpUyel'.
P E N TA ! R
TDH CALCULATOR
Pool information PBG-LAWSON-LOW SPEED
Pool Volume: 10000 Gal Total Piping Lengths:
Turn Over Time: 5.25 Hre Inlet Side: 64 Ft
Suction Lift: 2 Ft Discharge Side: 94 Ft
Maximum Pipe Velocity Allowed: Piping sizes:
(can.Ult ynL.1 local sods) Inlet Piping: 2.052 In
Branch Piping: a Ft/Sec Discharge Piping: 2,052 In
Inlet Piping: 8 FVSec Discharge Piping: 8 Ft/SecPiping Head Loss at 31.76 Gal/Min:
(not inaudin9 tltgnge or valves)
Inlet Piping: 1.11 Ft
Discharge Piping: 1.63 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
syterns with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: ".75 Gal/Min Branch Piping: 1.5 In
Your Head Loss: 11.09 Ft Inlet Piping: 1.5 In
Maximum Flow Rate Discharge Piping: 1.5 In
at Maximum RPM: 73.53 Gal/Min
vcnsl/re the drain cover max flow rating is not
...darted.
Head Loss at
Maximum Flow Rate: 47.93 Ft
System Head Pressure Curve
I /
}r
o t0
I
5 perFloVS-1600rpm
it : Olean System
Desired Operation Point
O 10 20 40
Volumetric Flow Rate (GPM)
infected Components
gomponents
MW Lons
gene QuamY/ aas QellMln
mxanxlc.m + 0.41
f'xt5.7.rar �+ x o.tx
q�n On'n I Oil
§p:naq Gan I 0a,
jpma PanlB a xa1
Piping
�m5m gnndr a,.7e QBlam
aeminIo X.9eleow a la. i59
npn Q s a.ss
pumps
gime gBenllr
gupBrfbvB I
rltliQltlarhtlxm'4 x eeoo emwe V7 W..ew. WadRpa Insesso"O.. 66Yko,Nwµ.ogW S-Tr :IF and E. Sa Jw
ces e,n /aebihnu'FaxibM'4xbmerhWRIHW NbfmfoWBMSry HIc. neW NaeXAdMmmpuvecln W UnIM1e Srelea anNordMr
munM1rea. llnleaf eapnary MK llemma iif nradn d aloe paNea met nwY teY6W n tlNa mcvmam are mY �aBa la mtlrcele an a2nelion m
maeremmnrcen.anme BWnmawu mwemmenea va Nman walwPmayspa.Irc. rnn6. na,naa awtianm march le.
n»amaxa mmyaremen.e.m.r%.ornmdmwp.Mw. em.B» wB ore mwnBm®ytlylwllsoB.pmdmpenenmma Nmm�renryn mB
rlNlaClenpi rpttiM1cafManNMldprN.npca. PBnwru.n Bqux Op(Fr1YMly.mll'mV/.
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PE 682112 A '
* ; * 1801 h;*I,