HomeMy WebLinkAboutSCREEN ENCLOSURELOT
179.
9
LOT'
160'
ut tea
rraoFcY;eo F1'S¢)Fs
ARcA�3,2aa aF.-
FFE-21105
w
LOT
168
a
<.
\4'
l l aqv
i COURT:60' R/W
I
j
x�Afp LnNZ FEn rLAT)rne
J;eeM1
I
LEGEND
PEmiFmOm. i
//C ._.
A"P9a R9 TnLE W9NIIMCO
,1�. C roiik�.i.
VN�4PWNFEp i
n - 4pm.Por.
I
�W _ vwr 'l.M..
mtu.[.
M
vhes vlre m. na
Ax A M M
esF6N Rrom nEta [LLURW - ".6 efJ
1nn1Vn
P28CNM10Ni lot ll0 A]ONfE CAatl
0 --• i ek. nepbr
COV,VmVCLUB UNRONE ov �eevtledlry m,
nv......_. nnnl Fi....le..
e
9[ok Y].Pan.>R_•A II.. Pi�]n. P.mM. nI C•.
\� �,__.. � oT
PE 68212
M. Randall R dgers, P.E. N
FL Lic. No. 68212
1801 Hazelwood Drive
Fort Pierce, FL 34982
Ph: (772) 201-1634
'Surveying, Inc.
REVIEWED FOR
LUGAR RESIDENCE CODE COMPLIANCE
ST. LUCIE COUNTY
EER SCREEN BOCC
FILE COPY
DECK: 690 SQFf BOMBAY
SCREEN ENCLOSURE PION
SPA RAISED 12"
ABOVE DECK
38'
SPLIT LEVEL SPA
BENCH IS" / 21"
rn -
i
M
H
18" : -R _ * = DECO rh
6J ,VAC,• to
AIR SWITCH 21 -R a
24"SPILLWAYS DEPTH 5' 6" r o
NICHELE55 SPA LED ti 18„ `\ o
EDGE TILE MAIN DRAIN ��-'
SPA MAIN DRAIN DEPTH 3' 6" \ A D rn
n z G N
y 1T 3"28 r------------ 3 6 =
•6'4n
3
6 N 3
� rn
_ z G
/n bc::_ 12" 12' w , ti' o m tT
y / rn G
3' 2.e- ,.4i EDGE TILE. Z -
/ rn
UMBRELLA SLEEVE BUBBL R
NICHEI E S POOL LED 1B" Z N
UNDECK r_R / m
N x -R `
i HAND L B-RTD-354
------ --m�----------- ----------------- --- -- ---------- ------------ ---''"
SKIMMER LINE 2"
CHILD BARRIER TO CODE RETURN LINE 2.5" 0
DECO -DRAIN BUBBLER LINE 2" O
.......................�...................._._..................................................................•.......•....................•..,.....................•...........
-2 6 LEAVE 1' OFEXISTING CONCRETE ! 17' 1N
38'
GRIND AND TOP EXI577NG LANAI d/- 2505QFT
WATERLINE TILE: QUARZITE GREEN 6" X 611
STEP TILE: QUARZITE GREEN 1'" X 1"
ACCENT TILE: 3 "SLATE" MULTI DECO ON FACE OF SPA
HANDRAIL: CB-RTD-354 TAUPE
.i
FLO-CRETE: BOMBAY
EXPANSION JOINTS: WHITE
INTERIOR FINISH: SKY BLUE
CHILD BARRIER:, BLACK ON BLACK
PLUMB WATER FEATURES FIRST
8' 7"
Shape: CIRCULAR RAISED 12"
Width:
6 FT
Depth:
3FT
Perimeter:
19"
Square Footage: 29
Material:
Spillway:
2 / 24"
I have reviewed and I give my approval to proceed with the construction of this project.
x
Customer Date
MAX WIDTH: 13' 6" MAX LENGTH: 28'
DEPTH: 3'6" TO S' 6" PERIMETER: 75"
SHAPE: FREEFORM SQUARE FEET., 300
DIRT FROM EXCAVATION: HAUL
LEAVE: NO LEAVE & SPREAD: NO
LEAVE -MOVE -THEN SPREAD NO
EXTRA FILL & COMPACTION NO
30B ENTRANCE: RIGHT SIDE OF HOUSE
6 X 6 TILE: QUARZITE GREEN 6" X 6" INT FINISH: SKY BLUE
STEP TILE: QUARZITE GREEN 1" X 1" ON STEPS
FILTER: CLEAN & CLEAR 150 PUMP: INTELLIFLO VSP
MOTOR H.P. 3 HP MAX TIME CLOCK: IN PUMP
CHLORINATOR: ICHLOR IC-30
LIGHTS 3 GLOBRITE, 2 POOL, 1 SPA TRANSFORMERS 2
POOL CLEANER: DORADO VAC LINE 1
MAIN DRAIN: 32" CHANNEL SKIMMERS: 1
RETURNS: 4 SWIMOUT OR LADDER: SWIMOUT
HANDRAIL: CB-RTD-3S4 TAUPE
FILL LINE: NONE OVERFLOW LINE: NONE
SPA SPECS: 6' CIRCULAR RAISED 12" ABOVE PATIO
SPA PUMP SUPERFLO 2HP SLIDE: NONE
HEATER: ULTRATEMP 120c 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 RIGHT SIDE OF HOME
BACKWASH LINE: STD BLUE FLAT LINE
PATIO: 690 SQFT FLO-CRETE COLOR: BOMBAY
EXISTING PATIO: 250SQFr GRIND & TOP TERMITE: STD
DEC-O-DRAIN: WHITE FOOTERS: _STD
PLANTERS: NONE OVERPOUR: YES
SCREEN ENCLOSURE: PIONEER SCREEN "BRONZE"
SAFETY FENCE COLOR: BLACK ON BLACK
CUT & CAP SPRINKLERS: BY HOMEOWNER
APPROX GALLONS: 9,650
PUMP G.P.M. SEE ATTACHED
SOLAR BY: NONE
YES
6" X 6" —X—
SHEET TILE
OVERPOUR —X—
MOSAICS
Designer: ROBERT WOOD
m
_X
Address: 8886 S FEDERAL HWY
City: PORT ST LUCIE FL 34982
Phone: 772-337-9713 ext 20
Cell: 772-631-3948BY
ANNED
Email: robertbwood@att.net St. Lurie Cnrintg4
License #: CPC 1458338
Name: THOMAS & DIANE LUGAR
Address: 9408 PINEBARK CT
City: FORT PIERCE FL 34951
Cell: 207-564-7189 MAINE HOME
Email: tdlugar@gmail.com
—Pool construction complies with FBC 2017 ANSI-7 ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3
—Pool Barrier to comply with Section R4501.17-6th edition FBC
—Skimmers Comply with FBC 2017—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
L1o,.+L,.. o.., ,,.,,,.ter+ I, ,.,,..,,.L, ,..I+h CQr` On17-0dr;nl
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
3 Vacuum (In Hg) X 1.13
Feet Of Head
c
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
'.5- POOL
SPA
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4" THICK WALLS W/13 REBAR e12" O.C. EACH WAY
3' TO 6• - 6" THICK WALLS W/#3 REBAR e12" O.C. EACH WAY
0' TO 3• - 8" THICK WALLS W/p(3 REBAR 012" O.C. EACH WAY
UM REMOVE GRATE &
WELL POINT PLUG F7UNPOURDRAIN & ATTACH AUOURONE WHEN EMPTYI6"xGRATE SHALL
BE SECURED ININ
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
Y" PER FT MINN SLOPE ►
OR CAR TILE
APPLICABLE
6" TILE
4" SLAB
TERIOR 2500 FIBER MIX
FINISH 4t" TYP. WALL-3,000 PSI GUNITE
STEEL-TEX FORM
OR KRAFT WALL
6" TYP. FLOOR
TRENCH DRAIN 3,000 PSI #3 0 12 O.C.B.W.
GUNRE NOTE: FOR DEPTHS
TREADED •i i` �' GREATER THAN 6' ADD
PLUG :° •k (1)#3 COVE BAR ®6" O.C.
GRAVEL BE TO PUMP �.
TYP. WALL SECTION & WELL POINT
(NO SCALE)
OVERPOUR OR CAP TILE
WHERE APPLICABLE
6"x6" TILE
SPA BENCH 18"
BELOW WATER LINE
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
GRAVEL
Is
6" TYP.
FLOOR
6"xC TILE
4" SLAB
2500 FIBER MIX
4v" TYP, WALL-3,000 PSI GUNITE
STEEL-TEX FORM
OR KRAFT WALL
#3 0 12" O.C.B.W.
TO PUMP
SPA WALL SECTION
(NO SCALE)
TO JET
PUMP
TO AIR
VENT•'::;
VENT LINE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25' MAX
WET LENGTH
DRAIN
SPA DETAIL
(NO SCALE)
TO FILTER
t PUMP
TO AIR
VENT
() #3 REBAR OR POOLS
(11) #5 REAR
•
91
FOOTER DETAIL
Y
DREG, INC
DECK —� 1 ROW OF WATERLINE TILE
�— EE WATERLINE J
CHLORINATOR HEATER FILTER 3 s MAX 5*_g11 LIGHT WALLS
SHALL
;URNS PUMP W/ HAIR & LEVEL FLOOR — 11 N3 STEEL a 12" O/C E,W. 54L
LINT STRAINER PUMP W/ HAIR & 6" THICK �T B
RE{13 LINT STRAINER FLOOR SLOPES THAN 11
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
HEATER COMPLY WITH ARTICLES 56 I
BY—PASS THRU 5.6.3
sK\MMER DUE ELOPE OF THE.AYLtOWUES c FRO
S OPE ATE �E *FIE meyy,FpEO
THE3WLly xWLYW END W1LLuD w III
rTO THE A ILLL�M�ESos Ty � SkY AREA p • SLAI
PaDE DRN\N NOT Er IN 7 FOOT
EXCEED IN 7 FCE!<ErSEL1 FOOT IN 7 FO TT
2A—sAA
RpOI pppM CFWANEI ORNN ClFA1'tER LINE 1 � —g
CNNNNEL DRAIN MERPF't S 28'-0"
PIPING SCHEM'. C TYPICAL SECTION THRU POOL
(NO SCALE)
CUSTOM MOLDED PRODUCTS INC.
SINGE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC45OL6.fi COMPLIANT 32" CHANNEL DRAIN
COMPLIANT W11H
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112198
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 (woll) 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..
Determine System Flow Rate: Minimum Flow Rote Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: _===__ft__=_x Z48(gol/Ft) _ _---gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: ___ XXX --_ gal / _ XXX-=__XXX-__+_- XXX _ XXX
Determine Pipe Sizes: (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Trunk Piping to be_ 2_5 -inch to keep velocity 0 8 fps max. at_ 117 gpm Maximum System Flow Rate.
Return Piping to be_ L5 inch to keep velocity ® 8 fps max. at_ 1_17_gpm Maximum System Flow Rate,
Main Drain Cover(-_ SEE_ABOVE-__--) System Flow Rate. must not exceed approved cover flaw 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. I Kip. or more must be 2 speed Invertible speed
Filter Make PENTAIR C&C Size 150
Filter min. area based on 6hr. turnover flow rate pool gal. /36o min. = Flow pate
Divide G.P.M. by Cartridge = .375 w Sand =15 or D.E. = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum of two speeds.
The hl herspeed override Is not to exceed one normal cycle or 24Ins. whichever Is less
Pipe Slze
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 aom 0,10'
2,5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181 gpm . 7'
4'
234 gpm 0,03'
313 gpm 0,05'
6'
534 gpm 0,02'
712 gpm 0,03'
3 ft.
Determine Pipe Sizes: HYDROS
Trunk Piping to be 2.5 inch to keep velocity ® 8 fps max. at_ 117_gpm Maximum System Flow Rate,
Return Piping to be_ 2S_inch to keep velocity ® 8 fps max. at_ 117-gpm Maximum System Flow Rate.
3 '
Main Drain Cover(___ SEE_ABOVE System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Droin Configuration
05
Pump Model PENTAIR SUPERFLO H.P. 2
Total H.P.=H.P.x service factor 1 H.p• or more must be 2 speed or variable speed
pF
Filter Make N/A Size ---
EXCAVATION INTO THE ANGLE OF REPOSE 15 ALLOWABLE PROVIDED: SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
Filter min. area based on Bhn turnover flow refs pool gal./360 min. =Rewrote
Q$� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
Civil by Gadridge=.375w Sand=15or D.E.=2
NO UNDERMINING OCCURS OR ENGINEER APPROVED If ANY DOES
°' *
Time Controller make N/A Model ------
COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
Controls must operate a minimum of two speeds.
The higher Indeed override Is not to exceed one normal cycle or 24 has. whichever is lees
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 24 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR MSIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
STEPS
(NO SCALE)
POOL PATIO
WATER LEVEL
12 VAC FROM
POWER SUPPLY
;.�; ;• SIZE AS DETERMINED
UNDERWATER
°;�:.; BY LICENSED ELECTRICIAN
LIGHT
'' �•,-,
1" PVC
POOL FINISH
CONDUIT
STEP DETAILS
r: j•`
1. TREAD IS MIN OF 10" WIDE.
SCHEDULE 40 PVC SLEEVE
2. RISER NOT GREATER THAN 12" EXCEPT IF
•,
MORE THAN (3) TREADS ARE USED
'.r�%, NO BONDING
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
•' OR GROUND
A3' •!
REQUIRED
NICHLESS UNDERWATER
LIGHT DETAIL
(NO SCALE)
Pipe Slze
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 m 0.10,
2.5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181 gpm . 7'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0,03'
DESIGNED FOR:
POOLS BY GREG
LUGAR RESIDENCE
9408 PINEBARK CT
FT PIERCE, FL
PE 6SLA*@eNo:§
Z �801 Hazelwood' e =
* ; Ft Pierce, FL34911 Z.
1*'*+ELW11R1C* `NOT INCLUDED'**
PREPARED BY:
STEVE HORST
DRAFTING &
DESIGN SERVICES
(772)201.7846 horststeve@yahoo.com
12101111 1
412
PENTAIR
TDH CALCULATOR
Pool Information PBG-LUGAR-HIGH SPEED
Flow Rate: 104.09 GPM
Total Piping Lengths:
Suction Lift : 2 Ft
Inlet Side: 24 Ft
Discharge Side: 54 Ft
Maximum Pipe, Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Piping Head Loss at 104.09 Gal/Min:
Discharge Piping: 8 FVSec
(not inruding mlings or valves)
Inlet Piping: 1.60 Ft
Discharge Piping: 3.60 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 Rate: 104.09 Gal/Min
Branch Piping: 3.0 In
Your Head Loss: 78.91 Ft
Inlet Piping: 2.51n
Maximum Flow Rate
Discharge Piping: 25 In
at Maximum RPM: 104.09 Gal/Min
Ensure the drain cover max now rating to not
expended.
Head Lose at
Maximum Flow Rate: 76.91 Ft
1110
50
0
Selected Components
Components
System Head Pros. uro Ourve
Intelll Flo Variable Speed. VS-SVRS, VF or VSF - 345D rpl„
Clean System
Desired Operation Point
100
in
ReBe.n..x
Xw Oumllry +OaeaaYMln
aW.LMnIL.bi 85
sitYz15"]vny valve d SSd
n c-1 led
rXM xMclw 12
UsTamp .
1 3x
tNA Rnurn d 17
2
Piping
Imtl olunma. Xa.a
QaannM QuanGy edm .W.l oawln
oa Vren omw 8 tx Br9
Tn inrwOn V ] pOB
Pumps
nl.% Va"blo Spne, Vs,svn, VF, a'ay l
V6F
MRNW(mNmaMrntl.Yen xB cnMdey Pomv. Mc fnlWl✓.q ksMC. Eaar1 M...T .3.1w vgeoygd+
re Wiens lledsm1'e MNMIIFhIMMaof PenleH sss'Pntl rid sye, InB. Mdbr NBBMNa1Btl Wmyanbs in Ih. ..I Smbe mNbWh.,
mnhpa lbNaa aepnLrnbµ M sMbW4a W ssses e.m.ybuwtlmtluz Ws-1 s,a rulusmllo 1...-.0s.
aNP•aMnMeahMn IMaMWa dM»BlipMaWbYAa NFYMW xYx PttVMdSps. N,c 1MSB na'ns sgnamtf meYb Me
uaMMms o,/.Wabmdn.e.mWx>nrmM. wlaMm.e. a».Bn w ma Mndnwuarylmprouup ov,onaueu.nd Bmelm. wixw,nrwe me
IyN N tlwpa gauti&sYpu wa�eW pb mYu. MYW iJ M up.dWpMWWY mMkym
150
TDH CALCULATOR
Pool Information PBG-LUGAR-LOW SPEED
Pool Volume: 9660 Gel
Total Piping Lengths:
Turn Over Time: 4.25 Hr.
Inlet Side: 24 Ft
Suction Lift: 2 Ft
Discharge Side: 54 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local cede)
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 in
Inlet Piping: A FVSec
Discharge Piping: 8 FVSec
P g PI in Head Loss at 37.84 Gal/Min:
(not incutlNlg fittings or valves)
Inlet Piping: 0.25 Ft
Discharge Piping: 0.55 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 Rate: 37.84 Gal/Min
Branch Piping: 2.0 In
Your Head Loss: 17.36 Ft
Inlet Piping: 1.5 In
Maximum Flow Rate
Discharge Piping: 1.51n
at Maximum RPM: 104,09 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 76.91 Ft
30
g 25
3 20
0
15
10
5
00
System Head Pressure Curve
Nrtelli Flo Variable Speed, VO+SVRS, VF, or VSF - 1600 rpm
Clean System
Desired Operation Point
10 20 30 40 50
Volumetric Flow Rate (GPM)
Selected Components
Components
x»tMam
Noma quanGN mAB gays
T[33']1vNv a OW
M>NOreln 1 to
ckanenu Deal 1 st
1.0
UIpaTM 1
1 vql Rdun O3S
Piping
Imo Qnmelra x.mr eB.ea
xmn. qunGN aMGN 31 eB Dawm
BO T. InuOn 0 T-B ] 1 0.15re
0 3
Pumps
uems QuntlN
IF
,,WVyO,W av¢E, VS SLURS. VF I
VS
,vtwN,r,.daaxewmrMW.owMdev Pedmi mn mlbxFmo. mleacWrvno. eaerraKno rmBwr Is.swrROWa andeMSW.dm
MredsI.IW lnemmkawEGVW.mada awnb. wWm PodWtlspu mn saw G>ame'al»»nW WM>mme uwdsxwWwWaM,
wBMdn Unlsn BxplaaLrnaaa n.m.BBMaBMBBrwNMm»IMl may o. usedm mx dm'umanl . ...romakaesltw lh.
andn"emaM MMnNswvne/¢orlhen nemns enddrzMaWld Penxv WalB/Poland $M.Inc. TM1nB MInN ntl GMBa may M lha
eadmnMs W /ep'aMM VWmaela arnnse rlwdpa"sv ewun eV ma wnnmwuW urymm,pw/poM,aa eM,WAay P,MW n+,rves rM
nrnlm aM/p. u.d5nnax mmodp/mrnrn. ran:eel¢.n »u.repponwBy.mµrW
ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.E.C. AND APPLICABLE EOCAL CODES
30" WIDE x 6'B" 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
JUNCTON-BON(S)
NW OF 8'
DISCO CT POOL TNER W/5T ,B, ''Myi1 DECK
W/P TOGGLE -SWITCH
P.1.
O NEC APPROVED
�. I' PVC CONWR ,.....t...a`
WATER PROOF CF.I.
MUST NOT BE MORE 3-/12 6
MIN 20' FROM POOL 1/2' CONDUIT
EDGE AND NOT
WTDIM B' OF POOL EDGE 18 SOLO COPPER WRE 77
i0 EMPOTFNTVL BOND
N.E.C. 2017 SEC. 680.22(3) ie SOLID COPPER
WIRE TO GROUND
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORK SHALL
CONFORM TO N.E.C. 2017 SEC. 080
18 SOLID COPPER
SOLO WRE WITH
APPROVED CLUMPS
NICHE
18"MIN-24"MAX
E UIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTION
OF THE N.R.C. 2017 SRC, 680.26
TDH CALCULATOR
Pool information PBG-LUGAR-SPA
Flow Rate: 95 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 52 Ft
Discharge Side: 56 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec
Piping Head Loss at 96.00 Gal/Min:
(not incuding fiflingx or valves)
Inlet Piping: 2.93 Ft
Discharge Piping: 3.15 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 Sixes:
Flow Rate: 95.00 Gal/Min
Branch Piping: 3,0 In
Your Head Lose: 22.84 Ft
Inlet Piping: 2.5 In
Maximum Flow Rate
Discharge Piping: 2.5 In
at Maximum RPM: 96.00 Gal/Min
Ensure the drain cover max flow rating is not
expanded.
Head Loss at
Maximum Flow Rate: 22.84 Ft
40
30
S
0
620
Rit 10
0
0
Selected Components
Components
System Head Pressure Curve
2hp• Ec, Single Speed (348025)
Clean System
Desired Operation Point
50 100
Volumetric Flow Rate (GPM)
`Z's b" L
Name. quMllly 05,006MMln
Pz253.,.N. 0 Goo
E1m0nN 1 1.
U... 4 4W
Piping
Inle DI»nage WMbo.,.
Nema quen4N Quami, 15.00se e"
smeW»sun,. a 12 ee
'yf.Tftut o ] o.e3
Pumps
Nun gnmm
xp, F,. smW. s».d i xaxsl 1
NI PemNrlretlamWaactby, els awn 0PenIN[mc. MlamGm&IMeµCanma Ee>.sse InINosas, Sunnesa aaaq tulle'
me/pWWpugwnx>a WiUp b'afnwxa dPnveelMnr /SdaM Sp mcMwMaMx»amps+bh is elatlaasaWaabr
Wunin'». vMenexeln¢lYndatl. MmsaeMauamodem»Ih.l marMa>Nln sin, NnvMMMe m!vagromOfOM nMap"n
eMa,wMnlOaMIM IM1a M'nweame»nemelus Md PebMdx Mau WelMPodelqlro, iM1P#Mmb 4pbNdemeyM XN
»dmaW» W rtryNmadttadm,na> W Wn mxdamlN..e.Maa"Bm Bnbunl,yl�Mm»vonvpMuna.ad+mmMe.wmm,Mnw
,IrM1! lo[Mnpa,peo0utian W1gNpp/M3a, PonNQan egMylµtcrrily Bmpbyn.
\�0\111111UN//
`���,, �CENS •,'p /i
PE 682MRC
LIC"A