HomeMy WebLinkAboutPOOL PLANS-------------- ! POOL SPECIFICATIONS
R I I
+s" +12" +s" MAX. WIDTH 172" MAX.LENGTH 30'
_ RECEIVED PERIMETER95, AREA 422sq.ft.
48" SHEER ! SEP 1 7 2019 ACCESS LEFT6 ELEV. MAX DEPTH
B.D.
I I I DESCENT EDGE ,
-CH---
I 25'-0" ¶LE 7'-6" ST. Lucie County, Permitting EXCAVATIED DIRT LEAVE AND SPREAD
II
RAISED BEAM N/A
1 _o" COLOR __ TILE 6x6 STEP EDGE 2x6
j FLORIDA GEM o LED LITE 18 COPING EDGE OVERPOUR
3'6" INTERIOR --- — -- ---- -- ---
- INTERIOR FINISH GEM COAT
DEEP --; j SWIMOUT ( LADDER N/A
6' HANDRAIL YES GRAB RAIL NO
I I EDGE DEEP FILTER PENTAIR C&C TIMECLOCK N/A
00
I i 5'-0" �� --; bay` 1
I I
N UMBRELLA i i o i i i CIRC. PUMP PENTAIR INTELLIFLO VS3050
SIEVE 16 E COPY POOL DRAIN 3x32 CHANNEL DRAIN
2"-s.o._ __ __ _ ----- I MODEL#CMP25506 320
- - -- POOL RETURNS 4 VAC. LINE STUBOUT
2" 8U8BLERS __ __ I I 16" ! I E FOR
--------,---`-- -----------
- ( )
r-- -- R ls" � `i R � � i COMPLIANCE SKIMMER 1 TILED
2"-vac, 2°-sKl OO CHLORINATOR INTELLICHLOR 30 SALT
----- CIE COUNTY
18.. � � ST'. FILL LINE N/A OVERFLOW N/A
BOCC WATERFEATURE (2) LED BUBBLER,(I) 48" S.D.
LIGHTS POOL (1) LED COLOR GLOBRITE
HAND ! I
ELECTRIC BY HORIZON
I 3' _M-D- ____________------ _______________— RAIL
-- — -—------------------------ ---------------- -------------------------------------------------J I TRANSFORMER YES J. BOX YES
;------ ---------------------------------------------------- HEATER NO SIZE N/A
J -�
F- 3`=RRNS--------------- --- ------ ---------- - ------------------------------------------ —
--------------------------------------- -------- ---------------- —
o GAS TYPE N/A TANK N/A
SPRAY o HOOKUP BY N/A
DECK PATIO SPRAY DECK SQ FT ±134
3'-0" TERMITE YES DONE BY BUGMAN
4'-6" 1 5'-0" 4'-s" EXISTING PATIO YES SQ FT ±320
DECK DRAIN N/A PLANTERS NO
--
I
APPROX. GALLONS 14,900 G.P.M. _
TURNOVER HR. MIN.
SCREEN ENCLOSURE NO FOOTERS NO
j CHILD BARRIER EXISTING FENCE WITH SELF
LATCHING GATES TO CODE & SCREEN PORCH
EXISTING
COVERED
PATIO
SPRAY ) COMMENTS
DECK (4) HYDROS IN SWIMOUT
I
' 24'-0" 19'-0"
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43'-0"
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JOB INFORMATION:
i
HORIZON POOLS
I EXISTING DONOHOE RESIDENCE
RESIDENCE PNO A L L+#9!1Q j,,GREEN DOLPHIN ST
�. • ��'c'E N'S c� PIERCE, FL
No. 68212 ?if*A LLO GERS,P.E.
ceN
EQUIPMENT : 180IH=1woMRive
ON EXISTING '=�''• STATE OF ���(772201 4
V982 Z2
COVERED SCANNED k'
SLAB <ii!NAi kl.l?
St Luc ec%ow NCva
LUDED"{
FBC 2017 Compliance NEC 2017 Compliance
PREPARED BY: SHEET:
STEVE HORST 1
DRAFTING & DESIGN SERVICES
(772)201-7W horststeve@yahoocom / 3
r
-Pool construction complies with FBC 2017, ANSI-7 ANSI-15
—Soil bearing capacity assumed 2.000psi 095% compaction
—Equipment Foundation 3'x7' conc- slab min 3.5" thick pour in
place or approved Hurricane Rated precast equipment pads
SHALL BE AT 20" MAX PRESSURE GAUGES INSTALLED ON
BELOW THE FILTER PUMP FOR FINAL INSPECTION
WATERLINE
SWIMOUTS
(NEI SCALE)
01 :,
R
Vacuum (In Hg) X 1.13
Feet Of Head
I•.
A `
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
AREAS THAT EXCEED V
WATER TABLE IN SHELL
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
C AND FURTHER — 4' THICK WALLS W/j3 REM 012. O.C. EACH WAY
3' TO 6' — 6' THICK WALLS W/13 BEHAR 012- O.C. EACH WAY
0' TO 3' — 87 THICK WADS W/%3 BEHAR 012' O.C. EACH WAY
TIRI MRa19
I. ALL STEPS AND SMMOUT DENCH EDGES
WILL HAVE 26 CAPRLE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDROLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
6'
F�
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE WRIVIOED:
VV�' ' SHORING IS INSTALLED AT EXCAVATION AND SNORING SHOULD BE
Q$� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COWPAGTKNi TEST OF THE 8AL1(FLLEB MATERIAL ME PROVIDED
PRO TO THE POURING OF THE PATIO
Bat[ RalU4 GRATE E
).ti' PER IFT Met SLOPE�
WELL PONE ROD FROM WWN
NO k AITICH AUX PUMP
LIE WHEN EMPTYING POOL
WHIPOIN OR CP nE
x*� APPDCBErp
6"x6"TILGRATE
SHALLBE
SECURED IN
INTERIOR500
FIMIXPLACE
SO
FINISHYP.
WALL-3,ODO PSI GUNITE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
'
OR KRAFT WALL
6" TYP. FLOOR
TRENCH DRAIN
3,000 PSI13
® 12' O.C.B.W.
GUNITE -
NOTE: FOR DEPTHS
-
GREATER THAN 6' ADD
TREADED
PLUG
., .i ,.: ..`. -. `
(1)I3 COVE BAR 06 O.C.
GRAVEL B
TO PUMP —y
TYP. WALL SECTION &
WELL POINT
(ra SCALE)
to COPPER
1D GIRD
HORIZONTAL INSTALL
AP
f870 (pE
AT
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
WATER LEVEL
POOL PATIO
`
12 VAC FROM
=D
POWER SUPPLY
10" MIN
SFLE AS DETERMINED
- • ''
Z_
BY LICENSED ELECTRICIAN
--.r •.
UNDERWATER
"
LIGHT
E•r �'
. �• -.w
i' PVC
POOL FINISH
CONDUIT
• ' A.
STEP DETAILS
:.. �.
e :-
1. TREAD IS MIN OF 10" WIDE.
SCHEDULE 40 PVC SLEEVE
I
2. RISER NOT GREATER THIN 12' EXCEPT IF
•S
BONDING
MORE THIN (3)
(3) TREADS ARE USED
:r'
OR GROUND
3. ALL STEPS TO BE SIXID GUNRE 3000 P.S.I.
i
REQUIRED
STEPS
NICHLESS
UNDERWATER
LIGHT DETAIL
(NO SCALE)
(NO SCALE)
S� 0I
009
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC
SINGLE MANOR 1xAL MU CMP 25506-32X VGB
PER FRC4501.e.s COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WflH
2017 FLORIDA BUILDING CODE
LLSR�1 TO A5ME/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 L19M FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GWE FINISHED LOOK TO PUMP
The maximum Dow rating for this suction fitting with the center port plugged and outer pats
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 Dow rating far 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.
RETURN TO POOL
THREE-WAY
WATER TO SHEER VALVE
DESCENT
FILTER
SUCTION FROM POOL
TYPICAL SHEER DESCENT DETAIL
(ND SCALE)
www.horizonpools.net Wade M. Clarke
Licensed & Insured
Lic# RP-0067256
" or zon
Fiat?LS, INCM
NEW CONSTRUCTION & REMODELS
32 Years Evpenence on the Treasure Coast
Email: horizonpools@att_net Office: 772.405.1130
SUN
DECK DECK t ROW OF WATERLINE DLE
3'-6" WATERLINE —
I MAX 6'—Q"HAIR DGHT WA115
7 NOT
JNER & I I j3 SIM a 12. O/C E.W.SIM
ELOOR SLOPES B• tFw1( GREp1ER
r DOR KOPE_SAL 1}N it•
RFASgIaY UNIFORM xo
COMPLY wITH ARTKUM i6.1
THE
t1E
in
tat
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: --- ft_x 7.48(gal/R) _ ---- of 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 3 inch to keep velocity 0 8 fps max. at 181 gpm. Maximum System Flow Rate.
Return Piping to be 3 inch to keep velocity 0 8 fps max. at_181 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 gpm
0.14'
2'
62 gpm
0.06'
82 gpm
0.10'
2.5'
88 gpm
0.05'
117Qpm
0.09,
3'
136 gpm 0.04'
81 gpm
0.07
4'
234 gpm
0.03'
313 g In
.OS'
6'
534 gpn
0.02'
712 gpm
0.03'
Pump Model PENTAIR INTEWFLO VS3050 H.P. 3
Total H.P: H,P.xsaYicefacIorIH.p. or moranxst bet speed orvwM6M speed
Finer Make PENTAIR C&C Sim 150
FWer min. area based an 6hr. lumoverflow rale pool gal. 1360 min. = Rav Rate
Divide G.P.M. by Camidge =.375 or Sand =15 or D.E = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum of in speeds,
The higher speed override is not to maned one normal cycleor24 hrs whonercr's less
Determine Pipe Sizes: HYDROS
Trunk Piping to be 3 inch to keep velocity 0 8 fps max. at t31 gpm Maximum System Flow Rate.
Return Piping to be 3 inch to keep velocity 0 8 fps max. at 381_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 gpm 0.14'
2'
62 gpm 0.06'
82 gpm 0.10'
2.5'
88 gpn 0.05'
117 m 0.09'
3'
136 gpn 0.04'
81 gpn 0.07
4'
234 gpm 0.03'
313 gpn . 5'
6-
534 gpm 0.02'
712 gpn 0.03'
DESIGNED FOR:
HORIZON POOLS
DONOHOE RESIDENCE
4901 GREEN DOLPHIN ST
FT PIERCE, FL
p LL ROD
Q-P•'�� c E N s F • ��s
No, 682'12
*RANDALLRO
' � •., STAT �N. 2tIn
1 ( ..YI
;° L O R L\ 44982
1(0i��j1.A SDI-16ej
4
/�_ Y /'
***ELECTRIC NOT INCLUDED***
PREPARED BY:
STEVE HORST
DRAFTING &
Y
4,.
6,.
6
6
A
Su'
6.
- - - --- --------------------
-- --------------------
PENTAIR
TDH CALCULATOR
Pool Information HORIZON-DONOHOE-HIGH SPEED
Flow Rate: 125.2 GPM
Total Piping Lengths:
Suction Lift. 2 Ft
Inlet Side: 108 Ft
Discharge Side: 116 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 3.043 In
Inlet Piping: 8 FVSec
Discharge Piping: 3.043 In
Discharge Piping: 8 FVSec
Piping Head Loss at 125.20 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 3.49 Ft
Discharge Piping: 3.75 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
Required Minimum Pipe Sizes:
Flow Rate: 125.20 Gal/Min Inlet Piping: 3.0 In
Your Head Loss: 53.57 Ft Discharge Piping: 3.0 in
Maximum Flow Rate
at Maximum RPM: 125.20 Gal/Min
Ensure the drain cover max flow rating is not
exceeded
Head Loss at
Maximum Flow Rate: 53.57 Ft
System Head Pressure Curve
120
100
60
$S$ 60
S
40
20
0
Irrl^.`in[elli Flo Variable Speed, VS+SVRS, VF, or VSF - 3400 rpm I
Clean System
Desired Operation Point
_____Volumetric Flow Rates iGPMZ_
j Selected Components
Components
1
1
_ NpOLwa
I i W GdI 1ffie W
j Yx25.3xayvWe6 MAI
1 Man0.ar 1 .2A
1 cio,. wf 1 10.11
i
Piping
mM Dlideye Neaa lAszY
1 Ito- Gov Gu Y Gemav 12Si0GYMF
13 Q
1 T Th� 0 3 4%
Paraps
j
MNn,
heeFlovmael. soaea. vs.svRs. yr Iltly
VWF
1 Nl MdmrbBb/rrallS xMNqua aR ownMOY Pentar. lnclm&fFio8. NR0iCwnmT,. EasYT r/nE InkWTpM&. SwrTovsla&. and Em SegcY^'
' I are reps2mlbahmwks mxYorlrademaMsmPnMir WaMhW dnE.Spa.Inc antlw r6 aYtlufei corryramesmtlre Um1ep51yea aerya,pne,
I cumrcres. Unksa eryresslY nCleC,ramas aM baMa orllrWpdmea(nN m3Y�usMmfMS OocumenlmexgfuttNbiigCaR anarblralicnw
', I wMragrrenl CeMean Yra axrrars WMrom nemesand Merge antlpenyyr WderPmlar:tl Spa. lM inoye rumen antl DmMsmay�Me
I nammarxtorraRwame lremrrrarxa ormo:,mrdPam.�a. secaare na as �o�.�rmarayi„roro.eyoW PmWrmaaodaer,roea P.mar reserreallaz
Irlyldb ehngf apamfi[9una n'Ma:bprpr MM1te. PcrhxvanfCualePlrrrlunFi c^Pbyer
PENTAIR
TDH CALCULATOR
Pool Information HORIZON-DONOHOE-LOW SPEED
Pool Volume: 14900 Gal
Total Piping Lengths:
Turn Over Time: 7.00 Hm
Inlet Side: 108 Ft
Suction Lift: 2 Ft
Discharge Side: 116 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping' 3.043 In
Inlet Piping: 8 FVSec
Discharge Piping: 3.043 In
Discharge Piping: 8 FVSec
Piping Head Loss at 36.48 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 0.34 Ft
Discharge Piping: 0.36 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
Required Minimum Pipe Sizes:
Flow Rate: 35.48 Gal/Min Inlet Piping: 1.5 In
Vour Head Loss: 5.71 Ft Discharge Piping: 1.5 In
Maximum Flow Rate
at Maximum RPM: 12620 Gal/Min
Ensure the drain cover max now ,adng is not
exceeded.
Head Lose at
Maximum Flow Rate: 53.57 Ft
System Head Pressure Curve
PENTAIR
TDH CALCULATOR
Pool Information HORIZON-DONOHOE-HYDROS
Pawl Volume: 14900 Gal
Total Piping Lengths:
Turn Over Time: 7.00 Him
Inlet Side: 108 Ft
Suction Lift: 2 Ft
Discharge Side: 92 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping- 3.043 In
Inlet Piping: 8 FVSec
Discharge Piping: 3.043 In
Discharge Piping: 8 FVSec
Piping Head Loss at 36.48 Gal/Min:
(not incuding Fittings or valves)
Inlet Piping: 0.34 Ft
Discharge Piping: 0.29 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
Required Minimum Pipe Sizes:
Flow Rate:
35.48 Gal/Min Inlet Piping: 1.5 In
Your Head Loss:
5.12 Ft Discharge Piping: 1.5 In
Maximum Flow Rate
at Maximum RPM:
12520 Gal/Min
Ensure the dram cover max flow rating is net
exceeded.
Head Loss at
Maximum Flow Rate:
35.08 Ft
System Head Pressure Curve
10
I I
6
I I
1
8
I I
1 I
I I
I I 6
1
S
6
I
I
Q
I I •s
I I
4
I I 4
I I
I 1
I I
I I
I I
I I
I I
ntelli Flo Variable Speed, VSTSVRS, VF, or VSF - 1000 rpm
Clean System
I I
InteliiFlo Variable Speed, VS+SVRS, VF, or VSF - 1000 rpm
Desired Operation Point
I
Clean System
Desired Operation
O
O
tU lu 30 40 50
Volumetric
metric Flow Rate (GPM)
t 1''
i 00
Point
10 20 30 40 50
_- -
I 1
- -
- -, Volumetric Flow. Rate (GPM)------------------------------------------------------------------------
Selected Components
Components
iGM 30
SY253way watts
Mao Dra
clan aria clear
Piping
Nolte
93 Mgree c9cw
Tee mroi,pn
Pumps
I�ib vnma slMal' . vs.avRs. vF..
adarrMxs a.
reiMb Wnge
IltaJ lD64Y
056
0..
6
1 0
I an n
FM DhcIovi, IIeM LazaH
Owntlry GwnOry iSMGaIYF
6 13 047
0 3 OD3
lluarr4ly
1
red mMeee.ram,
��wNa NMox Mnr
witlMNWiwm0.n.
BIECTRICAL EQUIPMENT WRONG, GROUNDING AND DWALIATION MIST
CONFORM TO THE 2017 N.S.C. AND APPLICABLE IDCAL CODES
SO' HIDE z 8'6' SIGH z SS' DEPTH CLEAR 1fORHIiG SPACE IN
PBONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2)
AND 110.28(3) OF THE 2017 NATIONAL ELECTRIC CODE
�(S)
wr
DISCO CT Inc1. TWM N/s.r. 9 tm POOL
PPRW
e/P rax1F-ssrcN
.F.L POOL DBC
O NEC. IMWX
WO PVC CONW d
WiSf F K01' OF.L
TM Clef Eli
l PO 7-/12 6
1NFN ffi FPOII POOL IpC fn1ONI
L6riE /NO MR �_
MINI 6' 0' POOL EOIS pf SpL COPIIER NNE
IU EMMOIFNIW. BRUI
N.S.C. 2017 SEC. 680.22(8) N sol0 arm
MOE W ORM
ELECTRICAL, DETAIL
NOTE: ALL SIECTRIM WORK SHAH.
CONFORM TO N.B.C. 2017 SEC. 680
hra, salve Y9 aMlie(W[>,pavlaa in ON aria st
Y n, r/aed in Mid tr#unn'p art rw1 u[M (O tiMxale
x,. PwN aM spa. I«. moan rmmesandrvaamn
OmmwusN mprwiMourorNUE ad savr�� P
Selected Components
Components
Xeme
ifArbx 30
n D. Wway valve
n
elcmn ate Gea-
piping
Ifte
W d,aafbmv
To11mgN
Pumps
Fan,
IreNm WiaL@ Swan. VS-SVRS.VF
.VSF
All P.NRwifraOemaM1a en
�iepzkrMhadxnark:
MeS. umeas emrev
W.1-N
GUMIry MasieN
I y
om
6e
I 6z
Il Dsalinge NezJ luzsaz
GrunaY GrrarrUN Nm Moe,
6 12 045
0 3 DM
wmxy
I
Inc. [m .. hyeLSCprpne. EaryTauclbl NoffTa S Srrrr10u & and Ero Eel I'
"We'PWo`di -m .'i"Ma" pxryvries m 1. Unnep S. a Wwcaner
!�j Q"`a'
STAINLESS STEEL �`9 " O `,`P��
(SAME HANDRAIL
FOR
�G vGp�`GO J�V
= mom MIN GSo�'vG� GG
N sae C6wm
IPmv.ID dNMS
CLOPS �.\��jpPLL RpOtr�i,
APPRM P' G
Q.•�\c ENSF�s'.
NICHE sari W c"M •'
18'MIN-24'MA)( tnxr. Pailom sae
MIH rPrsam � * : '• _
N
SUB -GM �e rn M.
cEOLWMDff a:Raodall Rodgers, P.E.
POOLS _a.. FI_il ir.-Nn AR919
1-0 SeID aw 0OPM
BOND MME MIN N" O n
WMPS 0 (4) SM OP
dWOE POOLS 6Me NI
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODS ADAPTION
OF THE N.S.C. 2017 SRC. 680.26
POOL SPECIFICATIONS
MAX. WIDTH 172" MAX.LENGTH 30'
PERIMETER 95' AREA 422 sq.ft.
MIN. DEPTH 3'6" MAX DEPTH 6'
ACCESS LEFT ELEV. TOB T.B.D.
EXCAVATED DIRT LEAVE AND SPREAD
RAISED BEAM N/A
TILE 6x6 TEP EDGE 2x6
COPING EDGE x12 TRAVERTINE
INTERIOR FINIS
SWIMOUT (Iff LADDER N/A
HANDRAIL YES GRAB RAIL NO
FILTER PENTAIR C&C TIMECLOCK N/A
CIRC. PUMP PENTAIR INTELLIFLO VS3050
POOL DRAIN 302 CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 4 VAC. LINE STUBOUT
SKIMMER (i)TII.ED
CHLORINATOR INTELLICHLOR 30 SALT
FILL LINE N/A OVERFLOW N/A
WATERFEATURE (2) LED BUBBLER,(1) 48" S.D.
LIGHTS POOL (1) LED COLOR GLOBRITE
ELECTRIC BY HORIZON
TRANSFORMER YES J. BOX YES
HEATER NO SIZE N/A
GAS TYPE N/A TANK N/A
HOOKUP BY N/A
n
PATIO SPRAY DECK SQ FT t770
a
A m
TERMITE YES DONE B
° On
EXISTING PATIO YES SQ FT ±320
c d a m
tie
DECK DRAIN N/A PLANTERS NO
�3
;
APPROX. GALLONS 14,900 G.P.M.
TURNOVER HR. MIN.
SCREEN ENCLOSURE NO FOOTERS NO
CHILD BARRIER.,E_XISTINGFENC.E_WI'1'H-SE .F.
LATCHING GATES TO CODE & SCREEN POD' CH
C`ONENTS
(4)"'HYDROS IN SWIMOUT
I�oC7-oZs�(
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
MM. .ems .-.
SCAfNAIL,,, Jvn uvrvi vi iivm
BB HORIZON POOLS
St. Liir pC,r l; DONOHOE RESIDENCE
4901 GREEN DOLV�i 6T1,,
\�. OA.LLRO
FT PIERC '
M. RANDALL 1OWS, P.B.
FLllc 1p.68112
1801 Hazelwood Dove (
STATE OF
02-19-2020 �'�/�'•. ��0 1OP•
'��11111111"
***ELECTRIC NOT INCLUDED***
FBC 2017 Compliance NEC 2017 Compliance
PREPARED BY: SHEET:
STEVE HORST 1
DRAFTING & DESIGN SERVICES
(772)201.7846 horststeve@yahoo.com / 3