HomeMy WebLinkAboutAPPROVED, SIGNED PLANS-�i��2€�
DECK SQFT: 810 MOONLIGHT MIST
1
UMBRELLA SLEEVE
LJ
W
CHILD BARRIER TO CODE
I
CRAIG A 1;%TSON, PROFESSIONAL SURVEYOR do .YAPPER
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Brtoer , MtJ Tao-o2+9
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"RD SURY.Mxc - CAOC SSA,•ICFS -
Digitally signed by Marvin R
Marvin
R
Rodgers
DN: c=US, o=Unaffiliated,
ou=A01410C000001725D66
8119, cn=Marvin R
Rodgers
Rodgers
Rodgers
Date: 2021.02.01 22:28:15
-05'00'
DEC-O--DRAIN
51 -�N
Fo
SUNDECK
1`+V
3"
0 j STEP TILE
1 DEPTH 3' 6"
BUBBLER
5"
---------- -------- 7'
GRIND AND TOP EXISTING
LANAI +/-185 SQFT
DECK JET LINE #3
DECK JET LINE #2
DECK JET LINE #1
VACUUM LINE
VAQ)
.— ry 6' 301
I 6` 3rr
? ! DEPTH 6'
r
.1r 15'
18"
MAIN DRAIN
EDGE 1
NICHELESS POOL LED
WATERLINE TILE: GW82348B10 "ARTISTRY"
STEP TILE: GW82348B10 "ARTISTRYIV
FLO-CRETE: MOONLIGHT MIST
EXPANSION JOINTS: WHITE
INTERIOR FINISH: FRENCH SILVER
CHILD BARRIER:BLACK ON BLACK
PLUMB WATER FEATURES FIRST
•1nI
MO
SKIMMER LINE
RETURN LINE
BUBBLER LINE
17" 6".
LINE # 2
MAX WIDTH: 15, MAX LENGTH: 30'
DEPTH: 3' 6" TO 516" PERIMETER: 90,
SHAPE: FREEFORM SQUARE FEET: 450
DIRT FROM EXCAVATION: HAUL
LEAVE: NO LEAVE & SPREAD: NO
LEAVE -MOVE -THEN SPREAD NO
EXTRA PILL & COMPACTION NO
308 ENTRANCE: LEFT SIDE OF HOUSE
6 X 6 TILE: GW82348BIO INT FINISH: FRENCH SILVER
STEP TILE: GW82348BI O ON STEPS
FILTER: CLEAN & CLEAR 150 PUMP: INTELLIFLO VS
MOTOR H.P. 3 HP MAX TIME CLOCK: IN PUMP
CHLORINATOR: ICHLOR IC-30
LIGHTS 2 GLOBRITES IN THE POOL TRANSFORMERS 2
POOL CLEANER: DORADO VAC LINE I
MAIN DRAIN: 32" CHANNEL SKIMMERS: 1
RETURNS: 4 SWIMOUT OR LADDER: SWIMOUT
HANDRAIL: NONE
FILL LINE: NONE OVERFLOW LINE: NONE
SPA SPECS: NONE
SPA PUMP NONE SLIDE: NONE
HEATER: NONE TANK: N/A
VAC. HEAD: N/A VAC. HOSE 1
VAC POLE: 1 BRUSH: 1
LEAF SKIMMER: 1 TEST KIT: 1
OVERFLOW LINE: NONE FILL LINE: NONE
TREE REMOVAL: NONE STUMP REMOVAL: NONE .
WATER & ELECTRICAL SUPPLY: REAR OF HOUSE
ELECTRICAL HOOKUP: PAYUK LEFT SIDE OF HOME
BACKWASH LINE: STD BLUE FLAT LINE
PATIO: . 810 SQFT FLO-CRETE COLOR: MOONLIGHT MIST
EXISTING PATIO: 175 SQFT GRIND & TOP TERMITE: STD
DEC-O-DRAIN:. WHITE FOOTERS: STD
PLANTERS: NONE OVERPOUR: YES
SCREEN ENCLOSURE: THE PORCH FACTORY. WHITE„
SAFETY FENCE COLOR: BLACK ON BLACK
CUT & CAP SPRINKLERS: BY HOA ONLY
APPROX GALLONS: 15,17S
PUMP G.P.M. SEE ATTACHED
SOLAR BY: NONE
YES NO
6" X 6" T^X
0
SHEET TILE X
OVERPOUR. X
MOSAICS —X
I have reviewed and I give my approval to proceed with the construction of this project,
X
Designer: ROBERT WOOD
Address: 8886 S FEDERAL HWY
City: PORT ST LUCIE FL . 34982
Phone: 772-337-9713 ext 20
Cell: 772-631-3948
Email: robertbwood@att.net
License #: CPC 1458338
Name: JUAN & INGRID BELTRAN
Address 7445 BOB O LINK WAY
City: PORT ST LUCIE FL 34986
Cell: 954-464-4223
Customer
Date
Email: jfbelt74@hotmail-com
—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
0
N
Vacuum (In Hg) X 1.13
Feet Of Head
MAIN DRAIN
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO —STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
TO GRAVEL BED
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" TYP. FLOOR
3,000 PSI
GUNITE
— STEEL—TEX FORM
8" •'•
OR KRAFT WALL
#3 ® 12" O.C.B.W.
Q
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
(1)#3 COVE BAR 56" O.0
GRAVEL BED TO PUMP —
TYP. WALL SECTION & WELL POINT
(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
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
(2) #3 REBAR OR
(1) #5 REBAR
FOOTER DETAIL
(NO SCALE)
C\\PRNEV ORP\N
PIPING SCHEMATIC
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.
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY RETURN TO POOL
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 THREE—WAY
WATER TO SHEER VALVE
9 ft. DESCENT
=�j
6 ft.
CL
F I3 ft.
J J J .� ...........
....:::.::::::::�::::::.... .::•:::::•::':::...
-J.. -j -J..:•........:•:.::.:...:........... FINER
¢ ¢• ¢
C-0 eo41
•• p� EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: SUCTION FROM POOL
* 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 TYPICAL SHEER DESCENT DETAIL
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO (NO SCALE)
MISC. NOTES
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
10" MIN e.
N e. •
c4 mrn n cti
(NO SCALE)
POOL LIGHT
JUCTION BOX
YARD BY
_
Z_
POOL PATIO
EQUIPMENT
WATER LEVEL
z
— 12 VAC FROM
UNDERWATER
POWER SUPPLY
LIGHT
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
STEP DETAILS POOL FINISH
�•�:. 1. TREAD IS MIN OF 10" WIDE. 1„ PVC
2. RISER NOT GREATER THAN 12" EXCEPT IF SCHEDULE 40 PVC SLEEVE CONDUIT
MORE THAN (3) TREADS ARE USED NO BONDING
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
HAIR &
11NER
SUN
DECK
POOLSby
«,V GREG, INC
DECK --� 1 ROW OF WATERLINE TILE
WATERLINE j5'— MAX
6
1 #3 STEEL ® 12" O/C E.W.
FLOOR SLOPES
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
TCOMPLY WITH ARTICLES 5.6.1
THE SLOPE OF THE FLOOR FROM
THRU 5.6.3
THE SHALOW END WALL
5 0 ��
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
—
2,-0„
J LIGHT,WALLS
SHALL
J NOT
SLOPE
6" THICK —7 GREATER
18'-6" 4'-6"
iv'—v"
TYPICAL SECTION THRU POOL
(NO SCALE)
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 @ 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(_____ HEMBNE______) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
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'
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'
Pump Modei PENTAIR INTELLIFLO VS3050 H.P. 3
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 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 soeed override is not to exceed one normal cvcle or 24 hrs. whichever is less
Determine Pipe Sizes: HYDROS
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
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 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 0,03'
DESIGNED FOR:
POOLS BY GREG
BELTRAN RESIDENCE
7445 BOB 0 LINK WAY
PORT ST LUCIE, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
R 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
PENTAIR
TDH CALCULATOR PBG-BELTRAN-HIGH
STEP 1 STEP 2
POOL SPECIFICATIONS SELECT EQUIPMENT
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
Pool vat...lgallonsl: 15175.011g.U.ns Suction Li ft: 2.00n
Turn Over Ihoursl: moon hours
Filtration Flow Rate: 36.00 GPM Maximum Flow Rate 101.06 GPM
Selected Components
SELECTION QUANTITY MAXIMUM PIPE VELOCITY IFT/SECI SUCTION OUTLET 8
Icoxsuvroun mcucoon DISCHARGE 8
MAIN DRAIN 1
TOTAL PIPING LENGTHS IFTI INLET 32.08
DISCHARGE 92.00
SELECTION QUANTITY
❑� III INCH RETURN 4
900EGREE ELBOW INLET 6
DISCHARGE 14
Icx LOR 30 1 TEE THROUGH INLET 0
DISCHARGE S
CLEAN AND CLEAR 1
2"X25"3WAYVALVE 7
SELECTION / MODEL QUANTITY
INTELLIFLD VARIABLE SPEED vs-S. IF... VSF 1
1
Results: Your TDH Calculation
Flow Rate 101.06 GAL/MIN Max Flow Rate at Max RPM: 101.06 GAL/MIN
Head Lass 72.93 FT H.M1 Lou at Max Flow Rat. at Max 72.93 FT
RPM:
REQUIRED MINIMUM PIPE SIZE
Intet Piping: 2.50 Discharge Piping: 2.50
PUMPRPM
Flow Rate at Selected Pump RPM: 101.06 Pump RPM: 3450 J
Head Loss at Selected Pump RPM: 72.93
SYSTEM HEAD PRESSURE CURVE
BYPUMPSELECTION
160
150
140
130 2
w
120 a
110 ol
100 m
90
m 80 0
3 _
`o 70
a
9 60 a
o G
= 50 a
40 ID
9
30
n
20
10
0 -
0 20 60 60 80 100 120 140
Volumetric Flow Rate (GPM)
-Clean System Curve -Pump Curve I Desired Operation Point - Clean System Pump Operation Point
Association of �11PSP The IPool) R Spa Professionals' PBG-BELTRAN-LOW
ANSVAPSPACC ISa ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME:
AND ADDRESS
BELTRAN
CONTRACTOR NAME
ANDADDRESS:
POOL BY GREG
OWNER:
CONTRACTOR PHONE: DATE: 2-1-21
.. ILe o. Ixe,wsooaoon or voa anaRw
ProfessionalsPSP (AI. It is not pdrt of Me Amedanati Nonal Sbntlard AN51/APSPACC-15a 2011 but is included for information only. Cont2aorsshould acquire and comply
with the AN51/APSP/ICC-15a 2011 standard which can be purchased at www.apsp.mg.
1. §5.2.1: Calculated pool volume
a. Gallons: 15,175 ;or
1. 15,175 gallons
_
b. Calculated Gallons: (surface area) X (average depth) X 7.48 rgal/JM3) _
2. §5.2.1: Calculated filtration flow rate
2. 42 gPm
_
(Pool volume a360or36gpm whlcheverislarger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
3a. 2 inches
_
(Enter the smallest pipe size from Table 1 with a 6fps flaw capacity the some or more than item 2.)
b. Minimum suction branch pipe diameter
3b. N/A inches
(Cakulate: Item 2. _(gpm). Branch Pipes (WanGtV)= branch flawrote _(gpm).
-
Enter the smallest pipe sue from Table I with a 6 fps flow capacity the some ar more [ban the cakN?.,xd
-mrbroochflowrote.)
c. Minimum return pipe diameter
3c. 1.5 inches
(Enter the smallest pipe size from Table 1 with a 8fps flaw capacity the same or more than item 2.)
_
d. Minimum return branch pipe diameter
3d. N/A inches
fCokulate: Item 2. rgpml- Branch Pirs_(guantity)= branch flow rote_(gpm).
_
Enter the smallestpipesueham Table t with a BJps)lowmpachy the some ormore than the calculoted
return branch flow rote)
4. §5.4.2: Filter type and size:
a. Filter type: (Cartridge, DE, Sand)
4a CART
I. Minimum filter area
(Cakulme:item2. (9pm).fllkrfacbr_(gam/f-2))
46. 112 sq. ft.
-
F'Ihrf lors: CoMMge=fX375, Sand=IS, aimamaceous Earth=2
S. §5.4.2: Backwash valve:
NIA
_Yes, _X_No?
(When using a bockucsh vahw, enter result of Rem 3, or 2 inches whkhewr is large,)
S. inches
-
Table 1
Pipe Size:
1.6"
3"
26"
Iwo:" axal
.-In.. GPM@6 Teo
13e
IS5
37a
naI GPM�OTps
Ba
119
2i
6. Singlespeed 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
fill. N/A
_
b. Total horsepower
fib. NIA
_
7. Multi -speed pump selection (when used):
§5.3.2.1: Pools 17,000 gallons Dries; select pump' fmm the dombo,e with a Curve -A gpm flow equal to Axm2 mks,.
45.3.2.2: Pooh 17,001 gallons armom sekRpump'fran the doll with o Quva{gpmffowequol to item2orkss.
or
'Muhi-speedpumpsmust hove one speed lisle,) thatsotiTj thisrequirement.
PENTAIR
INTELLIFLO VS_
a. Pump model
7a.
IN Pump Flow
7b. 70 gpm
_
(45.3.2.1, 5.3.22: Applica6k Cum A or Cgpm f..1hredin database)
3/17/n ANSI/APSP/ICC-15 Standard Writing Committee Form
1 of 2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Corn anent
Section
JUD.trann,me,
Chec
4.4.1.1
Heater has no pilot light
N/A
4.4.1.2
Readily accessible on -off switch mounted outside of the he
Heaters
4.3.1.3
No electric resistance heating u Inground spa with tight fitting cover with R-6 insulation,
or for pool with ocumen[ed pool heating from on -site solar or recovered energy.
4
Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
S.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
Pool systems
5.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
N/A
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 orvertical pipe afterthe filter and before a heater, or built-in or
built-up connections, or dedicated pipeto and from the pool.
X
5.6
Directional inlets for mixing pool water.
X
ANSUAPSP/ICC- SS Standard Writing Committee Form
ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES
30" WIDE x 6'6" HIGH z 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
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
i
#8 SOLID COPPER WIRE �
TO EQIAPOTENTIAL BOND
#8 SOLID COPPER
WIRE TO GROUND
OPTIONAL 2ND LIGHT
JUNCTION-BOX(S)
MIN OF 8"
ABOVE POOL DECK
POOL DEC
-#8 SOLID BARE COPPER
_ANT. PERIMETER BOND
IRE WITH APPROVED
CLAMPS 4" TO 6" BELOW
SUB -GRADE BOND TO
ENTIRE EQUIPMENT ALL-INGROUND
�,,,,,,, POOLS
1-/8 SOLID BARE COPPER
BOND WIRE WITH APPROVED
CLAMPS 0 (4) SIDES OF
GUNITE POOLS BOND TO
POOL STEEL
PENTAIR
TDH CALCULATOR F"BIG-BELTRAN-HYDRIC
STEP 1 STEP 2
POOL SPECIFICATIONS SELECT EQUIPMENT
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
Pool Volome lgauonsl: 15175.00 ga00.s Suction Lin: 2.00R
Turn 0... IN oursl: 60O.00 hours
Faerauon Flow Rate: 36.00 GPM Maximum Flow Rate 96.41 GPM
Selected Components
SELECTION QUANTITY MAXIMUM PIPE VELOCITY IFT/SECI SU CTION OUTLET S
IcoxsuLTrouRLrcucoo6l DISCHARGE 8
MAINORAIN 1
TOTAL PIPING LENGTHS IFTI INLET 32.00
DISCHARGE 22.00
SELECTION QUANTITY
❑� 3/8 INCH RETURN (s
J 900EGREE ELBOW INLET 6
- DISCHARGE 11
ICNLOR30 1
IEETHR00011 INLET 0
DISCHARGE 3
CLEAN AND CLEAR 1
2'•x25"3WAYVALVE 7
SELECTION MODEL QUANTITY
,10 INTELLIFLOVARIABLEbPEED.VSKVRS.VF,oRVSF 1
Results: Your TDH Calculation
Flow Rate 96.41 GAL/MIN Ma. Ftaw Rate at M.. RPM: 96.41 GAL/MIN
Head Loss 75.02 FT Head Loss at Max Flow Rate at Max 75.02 FT
RPM:
REQUIRED MINIMUM PIPE SIZE
Inlet Piping: 2.50 Discharge Piping: 2.50
PUMPRPM
Flow Rate at Selected Pump RPM: 96.41 Pump RPM: 3450 J
Head Lass at Selected Pump RPM: 75.02
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
180
170
160
150
140 n
130
ol
120 f
a
U 110
c 100
"m 90 m
0 80
a
70 0
9
9
60 G
50
ell
40 0
30
20
10
0 ...-
0 20 40 6C 30 100 120 140
Volumetric Flow Rate (GPM)
-Clean System Curve -Pump Curve I Desired Operation Point - Clean System 1, Pump Operation Point
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