HomeMy WebLinkAboutBuilding PlansI LOCATION OF GFI RECEPTACLE TO BE
DETERMINED IN FIELD PER NEC 680
6 X 6 WATERLINE TILE RIDGELINE SLATE BLUE
2 X 6 STEP. TILjE TBD
, oVER POUR OVERPOUR
HAND HQLDS NA
OEM FINISH PETITE TAHOE BLUE
BABY BARkI BLACK
DECKING SANDSTONE FLO-CRETE
ins., �a aa
1 t�U
`a
POOL SPECIFICATIONS
MAXIMUM WIDTH 1S• - - MAXIMUM LENGTH _28•
-
MINIMUM DEPTH, 3-'h' MAXIMUM DEPTH 6'
SHAPE CUSTOM ELEVATION T-B.D.
• "
DIRT FROM EXCAVATION: HAUL
--
EXTRA FILL AND COMPACTION NA -
JOB ENTRANCE PER PLAN
TILERIDGELINE SLATE BLUE INTERIOR PETITE TAHOE BLUE
STEP TILE TBD
EILIER CARTRIDGE - CC100 -
- MOTOR H.P. I-/- HP MOTOR H.P. SPA - NA
"
J BOX INCL TRANSFORMER - INCL TIME CLOCK INCL-
LIGHT -1 EA. LED - SPA LIGHT NA
: -
MAIN DRAIN I SPA NA
RETURNS POOL: 4 RETURNS SPA AS NEEDED
SWIMOUT OR LADDER SWIMOUT THERAPY JETS
HANDRAIL NA -
-- - "
DIVING BOARD NA .DECK JETS NA -
HEATER - NA TANK NA -
- -
_ VAC. HEAD. INCL. VAC. NOSE INCL VAC POLE INCL
BRUSH INCL. LEAF SKIMMER INCL. TEST KIT INCL
CHLORINATOR YES FILL LINE NA.
OVERFLOW LINE NA POOL CLEANER I STUB INCL
TREE REMOVAL NA STUMP REMOVAL NA -
-
WATER SUEPLY EXISTING ELECTRIC SUPPLY EXISTING
..
- BACK WASH LINE NA
SCREEN ENCLOSURE PIONEER FOOTERS WITH STEEL
- 7.' ".
ELECTRICAL HOOKUP PAYUCK
PATIO FLO-CRETE COLOR- SANDSTONE
-
-
EXISTING PATIO NA -
-"
TERMITE TREATMENT INCL.
PLANTERS NA DECO -DRAM- INCL-
APPROXIMATE GALLONS -POOL 11800
PUMP G.P.M.- 1D0 SPA
APPROXIMATE TURNOVER TIME EVERY 6 HOURS-
CUT AND CAP SPRINKLERS - HOMEOti9NER
.. '
SAFETY FENCE COLOR B_'_ACK
OVER POUR OVERPOUR
"
- SHEET TILE NO
MOASICS NO -
- -
OWNERS HEREBY ASSU AH AND AGREE TO THE
PROVISIONS OF THE CONTRACT FOR POOL
.
CONSTRUCTION, AND APPROVE THESE PLANS
WIRCH ARE MADE APART OF THAT CONTRACT
OWNERS SIGNATURE
ADDRESS tYj"VE—
�pmgm FL. 34982-
AGENT SIGNATUREI—SON
J+4£l9R�Ei7
by
%Z3 11-
N
w.
SET TLEI
n au
buy o a
P
PUUL5 UY GREG. INC. WANTS YOU TO KNOW
A BARRIER OR ALARM IS NOTA SUBSTITUTE FOR PARENTAL SUPERVISION. NO CHILD'
SHOULD BE LEFT UNATTENDED. PARENTS SHOULD KNOW THATAOULT 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 IS A LAPSE IN "
SUPERVISION EVEN FOR A SMALL TIME.NEVERTHELESS, PARENTS SHOULD BE AWARE THAT a� /�_/��
ANY BOGY OF WATER NOSES A RISK ESPECIALLY FOR CHILDREN UNDER EYEARE OF AGE. / . Q. P
POOLS BY GREG CANNOT BE HELD RESPONSIBLE FOR ANY LOSS, DAMAGE, DEATH F AGE. 1 \\�
INJURY DUE TO MALFUNCTION OR FAILURE OF BARRIER OR ALARM WHEN USED BY THE
CUSTOMER, FOR ANY REASON BEYOND ITS CONTROL UNDER ANY CIRCUMSTANCES, FOR
ANY REASON WHATSOEVER. 1I4E CUSTOMER ASSUMES ALL RISKS DIRECTLY OR INDIRECTLY E''� (/�fL'�/�.p��/�//�)
RELATED TO MALFUNCTIONING OR FAILURE OF BARRIER OR ALARM, POOLS BY GREG, INC. "VIE Ei Fr F�/f�
MAKES NO CLAIM WHATSOEVER TO THE DIFFERENCE OF THESE PRODUCTS. -
RULES FOR POOLS - - CODE.
INSTRUCTBABY-SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG CHILDREN
AND _ AND ABOUT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR ALARMS AND LATCHES. - c
DURINGEMPHASIZETHENEED RINGSOR ASTAN EARA VISION. �7T• :I. �I'E CfJUPI 1 i
> DURING PROTECT
Y GATHERINGS CHILDREN
FROM
POOL POOL "PONT ADU ADULTS
MAY DESIGNATED WATCHER i'
TOPROTECTYOUNG OTHFRWt FROM POOL ACCIDENTS. ADULTSMAY TAKE TURNSBEING y�-
SOMEONEWATCHEROTHERWLSE,ADULTS HILDRN. BECOME PREOCCUPIED.AND ASSUME Op(�73`/
- - SOMEONE ELSE IS WATCHING THE CHILDREN. � -"i
IF A CHILD IS MISSING, CHECK THE POOL FIRST. SECONDS COUNTIN PREVENTING
DEATH OR DISABILITY. GO TO THE EOGE OF THE POOL AND SCAN THE ENTIRE POOL
BOTTOM AND SURFACE, AS WELL AS THE POOL AREA.00 - -
ALLOW A YOUNG CHILD ON THE POOL WITHOUT AN ADULT.
> SWINOT MM G LESSONS OR AREHWEARINNSIDER YOUNG CILDRENG A OF JBE �E ET-PRO BECAUSE THEY HAVE HAD tN�1aO pLL.1111111�,dQG''�� AS-Obi-ZO•LO
-" LEARN TPR, BABY-SITTERSAND OTHER CARETAKERS, SUCH AS GRANDPARENTS AND '� `.+ f' b $ • • �I - '
OTHER SIBLINC,S-SHMB n et en v.,, nn
EQUIPMENT -
EMERGENCY NUMBERS POSTED NEARBY.BE SURE ATELEPHONE IS POOL SIDE WTI
PAD
>,
REMOVED TOY$ FROM IN AND AROUND THE POOL WHEN IT IS NOT IN USE TOYS CAN
PER FBC -
- >
- ATTRACTYOUNG CHILDREN TO THE POOL
NEVER PROP OPEN THE GATE TO A POOL "
2017
9 -
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 NAIR OR
BODY ENTRAPMENT AND DROWNING.
,y Te
4•
>
>
- HAVE A FIRSTAID KITAT POOL SIDE.
NEVER SWIM ALONE.
>
NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL.
=n=.l�:"''
>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,
-r$Y�'
LxE
ALWAYS ENTER THE 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 nRUGS AROUNn WATCO
� 777JJJ WAT"Ier4o �
��f�• ��ORID�'•' � -
ALE0",
M. Randall Rodoer§) RE.
FL Pc. No: 68212
1801 Hazelwood Dfke
Ft Pierce, FL 349.81
-PH:' (772)" 201-1631
—Pool construction complies with FBC 2017, ANSI-7, ANSI-15
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WA LINE
SWIMOUTS
(NCI SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
era,
�;
N
Vacuum (In Hg) X 1.13
Feet Of Head
MAIN DRAIN
POOL DETAIL
(rm SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4" THU WADS W/%3 REBAR 0127 O.C. EACH WAY
3' TO V - C THU WALLS W/13 REBAR 012. O.C. EACH WAY
0' TO 3' - 8- THICK WALLS W/13 REBAR 012- O.C. EACH WAY
r
i
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 26 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR WSOUTY
2. IIANDHOLO TO BE NSTA-LED ARE WHERE
DECK RAISED +6' ABOVE POOL
r„
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
i s COPPER
qm (xID
HORIZONTAL INSTALL
18 XW PER
TO GRID -
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return PipingAnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICBLESS LIGHT SYSTEM
O�
EXCAVATION INTO THE ANGLE OF REPOSE S P11lYWABIE PRarAEO:
�V�' • SHOWING IS INSTALLED AT EXCAVATION AND SHORING SHOULD
P� SUFFICIENT TO SECURE SOILS FROM EROSION OR SEFIIELET((T
* NO UNDERMINING OCCURS OR ENGNEER APPROVED IF ANY DOES
* compxnoN TEST OF THE FI CKFlLIED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
10" MIN _
STEPS
(Na SCALE)
Ha]E RUM GRATE & A" PER FLMR SLOPE
WELL PONT PLUG FROM MAIN
GUN & ATIACH AUX PUMP OEM OR W TAE
ONE WHEN EUPnK POOL
CA" TILE
GRATE SHALL 4' SLAB
BE SECURED IN INRERIOR 2500 FIBER MIX
PLACE SO FINISH 4e" 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
13 0 12' O.C.B.W.
GUNITE -
NOTE FOR DEPTHS
GREATER THAN 6' ADD
TREADED
£
.� a '.=
(1)13 COVE BAR ®6" O.C.
PLUG
(2) #3 REBAR OR
(1) #5 REBAR
PO L S
8"
8 n by
ccl,
GRAVEL BE TO PUMP ...
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE) (NCI )
POOL PATIO
WATER LEVEL
''`:'- ��?e"z'4'i:, "..v.
�..; •.y
12 VAC FROM
POWER SUPPLY
a
SIZE AS DETERMINED
BY LICENSED ELECTRICIANLIGHT
UNDERW
[
POOL FINISH �O �— C° PVC
CONDUIT
STEP DETAILS
1. TREM IS MN OF 10' ODE. SCHEDULE 40 PVC SLEEVE
2 RISER NOT GREATER THAN 12• EXCEPT IF NO BONDING
MORE THAN (3) TREADS ARE USED •Y �•�.e
3. ALL SOPS TO BE SOW GUNITE 3000 PS.L OR GROUND
REQUIRED
NICHLESS UNI)PRWATER LIGHT DETAIL
(ra )
MR &
WEER
Yam„_ $x3ZN Cvit"
CHPNNO Ow
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL xmEr CMP 25506-32X VGB
PER FRC4Fi01.s.s COMPLIANT 32" CHANNEL DRAIN
COMPLUM WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI AI12.198
32' CHANNEL DRAIN AND SUMP
25506-320-GOO
*THREE 2' SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
'38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
'WHITE PVC BODY
*COVEN GOES OVER BODY TO GIVE FINISHED LOOK TO Pli
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 (Door)
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.
DECK --\ 1 ROW OF WATERLINE TILE
WATERLINE
17 C
xi FLOOR
1 I3 STEL a 12' 0/C E.W.
FLOOR SLOPES
n1_V_'R MPF H REASONABLY LOKM Am
OOMP1Y WIN NapiS SEt
TMN 563
THE SLOPE OF THE FLOOR FN111
THE +W ETQ.'U'��
TOMIRDS THE WE AREA 4wi
NOT Dam 1 FOOT N 7 RLr
5'-0" 20'-8"
6' "a
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Siz
6 fps
8fps
- 1' -
16
gprn
0.14'
_21
gpm
0.23'
1,5'
37
gpm
0.08'
50
0.14'
2'
62
gpm
0,06'
82
gpm
0,10'
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'
6'
534
gpm
0,02'
712
gpm
0.03'
Determine System Flow Rate: Minimum Flow Rote Required: 35 gpm per skimmer
1. Calculate Pool Volume: XXX { XXX x 7,48(gal/R) = XXX yal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine now Rate: XXX gal / XXX = XXX + XXX = XXX
(Volume), (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System now Rate)
Determine Pipe Sizes:
Trunk Piping to be 2 inch to keep velocity 0 8 fps max. at 82 gpm Maximum System Flow Rate.
Return Piping to be 2 inch to keep velocity 0 8 fps max. at 82 gpm Maximum System Flow Rate.
Main Drain Cover( SEE ABOVE ) System now Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR SUPERFLO VS H.P. 1.5
Total H.P =H.P.x senAwfaGm. I H.p. m more must be 2 speed or vadahle speed
Filter Make PENTAIR C&C Size 100
Haler mm. area based on 6hr. lumovatlow rate pad gal. /360 aia = Row Rale
Divide G.P.M. by Camidge=.375GSard=15c D.E.=2
Time Con roller make ON PUMP Model ------
Controls must operate a mimmum oftwo speeds.
The Maher eased overdde is not to Rxread mW normal cycle ar 2d hrc vhirh. k I.
REVIEWED FOR
)DE COMPLIANCE
DESIGNED FOR: B cc
POOLS BY GREG
SETTLE RESIDENCE
5018 SILVER OAK DR
FF PIERCE, FL
n
st;•��GEMS
68212
+"ELECTRIC NOT INCLUDED*"
PRFPARtEDBY: SHM:
STEVE HORST Y3]
DRAFTING & DESIGN SERVICES(772)201.7846 korsWere@yawnm
0ENTAW
TDH CALCOLATO� PBG-SE7FLE-III6II
STEP t
STEP
III
JgOL>. Erl ..ATCNS
I'2
aE..ELI'E0U4YMENi
STE� 3 OF 3: TDH CALCULATION
1
PogYoiumo fadtoal:
n
ma6GP:a sYraanun:.
lean
'
' Tujnorerlhaysl:
b.
M1ours '.
I
Filtration Flow Rah:
3
.90 GPM Maximum FTarj Rate
81 84 GPM
I MAXIMUM Pleli YELGCITY IFTISECi
SUCTION OUTLET 8
•`
DISCHARGE
8
MAIN DRAIN
TOTLL%%N6 yn0TH51Fil
RAFT
44.00
DISCHARGE
98.00
xxLOR aO
1
96 DEGREE ELeaw
INLET
6
yN
14
iI'X3.G"awAY YALVE
'3
TEElHROUON
INLET
O
low"
DISCHARGE 5
DISCHARGE
CLEW ANp CLFAR
1 '
wPERFt0Y5
1
n
J
I
t
A
FtRWthree �'�
81.84
AUMIN Ft ate atMpiRPM:
g 3 AL/MIS.
{
u
Head Loss
40.92 PT
oysYs;°k
'Gad Lase Maz Ft ate at
,
4O7IT
RPM:
R20 MiNsMRM PIAE S'2f
--
IalietPiping:
zoo
Dua araa Y:gmgi 2.W
Flow Rate at Selected Pump RPM: 81,04
PMIgRPM: 3450
l
�
Read Loss at Selected Pump RPM:
40.92
SYS
EM HEAD PRESSURE CURVE
BYPUMPSELE�TICM
I
D
I L
0 10 20 30 40 50 N 70 80 90 100
VolumetricRate (CPM)
flDR.-y .....__ __._. _ ._..... ".
-Clean System Curve -Pum Curve g Desired Operation Point - Clean System 1 Pump Operation Point
1t1B/&SOf
p11 �"P Paola spa � P%O/1 rofessfoDals' PBG-SETTLE-LOW
ANSVAPSP=l5a ENERGY EFFIMNCY COMPLIANCE INFORMATION FOR RESIDEWMLSWWWNG POOLS
PROJECT NAME
ANOAUDRESS
ETTLE
CONTRACTOR NAME
ANpPDgIFSS:
POOL BY GREG
uwmR:
saamRM:roR PIroNE:
DATE: 3-4-20
� nt{:moma[wn sneer was preparmrylne AY,1r-v N6a:mDa lwmmug Yoq am ]Pa tnngy Mlom[Y Kannara corning canmrtteem {tie nszoc mron er coo ana spa
ProiesMvMIs1AP5P1. It Knot part Mhe American National5tandmtl AN51/APSPACC-via Mn WCKi:Nluaedfw information only. comrram should acqu re and cpnply
with [he AN51/APSP/ICC-15a 2011 statlard srM1itl: on M1epuNusetl aMww-aIKD.aa
1. §5.2.1: Calculated pool {wore
a. Gallons: 11,800 ;w
1. 11•iatio gallons
b. Cakudoted Gallons: (surface weo1X fawmge depth) X 7.48 fyaW3)=
2. §52.1: Calculated filtratirn flow rate
2• 36 ZPM
fPool volume . 360or 36gpm wash. u larger)
3. §5.5.1: Pipe sizing:
a. Minimum actkm pipe diameter
31. 1.5 inches
-
(Enrer rhesmoetfppe sizejfam Tabk 1wi0 P 6fpsfiowcupazvV,G a .'ANNm than 4nn 2.)
It. Minimum suction branch pipe diameter
3b. N/A inches
_
(Crkubce: neon z_hWan)+erench PiPxs (Wantnlf= bmntlrjow mte_rapml.
Ertmr Meamgeslppe saej. Table l wttha6Jynflowcupadly the. or. than thecaerrlored
wttian bmnchjlovmte.l
C. Minimum return pipe diameter
3c _ 1'S inches
-
(Encer Mesmadet m e.4mhom Took l wima9 jps fbrcopo[Nylhe.sane ormore gon icem 2/
d. Minimum etunt branch pipe diameter
3d, _ N/A inches
(Cdculate: hem/ (gpn)=0mrtch Pipe _hwuANN)=bmmchllowmle_farm/.
Enter thesmdk9ppeshe)rarr Tablet wtha 8jpsfiowvaadry lhesame ar mwe thonihecdcubad
rerun brmrh Jbr rate.)
4. §SA.1: Filter type and sift:
a. Filter type:(Cartndge, DE, Sorts)
4a CART
It. Minimum Minimum Rhr area
4b, 96 sq. ft.
-
fcakvbteaem2/gpml+fiherAa<mr__..__.(ortn/It"z)1
fi4erAN'Ids: CmrNar.¢3Ti', sond"15, Diolwmaous £ortiv2
5. §SA.2: Badtwash "in: _Yesr %� col
N/A Inches
5
-
(when using o balwah whre, encerlesuR ytcem 3c w z ia1 Ns wArl:ever K ptraed
_
Table /
lart.muudt
Per sbu:
is
r
zs
r
w
r
s
Ir
Ian:WIGPN 06 JOA
39
W
90
IW
IAs
Z3
W4
�Sw
NomInYGPae6fps
bi
M
11B
1M
3411411499
G. Single -speed pump selection (when used):
§5.11, 5 3.1: For single-vGed Wmrs with a total horsepwrer 0.99 or less find aM emera mnearnt Wmp from the Pod Pump
Database.
a. Pump model
6i:_
N/A
_
Is. Total horsepower
I51111:
_ WA
7. Multi -speed pump selection (when used):
§5.3.2.1. Pale 17,00Ogo4aM arks, s tpump•Iomthe database NYth aCuw-A apmjbweaa/m ANNo2 when.
Or
4zlu:Pads 17,001GaBpns ortmn, eehapump•/rwnthecbtabose w4hpeaw{gpm/bweaaAta nem2whsc
`Mulduaredpumps
ENTAIR
mmf hone one sieedhaulthotsatbf. this requirement.
SUPERFLO VS
a. Pump model
70:
-
b. Pump flow
7tl:
_
_ 45 8Pn1
-
05.12/, 5.3.23:01poloubk CwFeA wCgpm fo aksteda Mabwe)
3/17115 AN5VAPSP)ICX 155taMard Writing Commhtee Form
1of2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL §4WMMING POOLS
Cwnponent
section
ReawanaWs
Chcc
4.4A.1
Heater has no pilot light
N/A
4.4.1.2
Readily accessible on -off switch mouthed outside of the h
Heaters
No electric resistance hew ' or ingrourW spa with tight fitting CwM with R-6 insulation,
4.3.13
uric, of documented pool heating from onsite solar or recovered energy.
43.2
Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
5.1.1
Pool filter pump listed in database
X
53.1
Fed after pump with total horsepower 1.0 or more Is muhispeed
X
Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary
5.3.3
pool loads are operating within 24 hours and programmed with temporary override capability for
X
servicing.
Pool systems
53A
Single -speed pump controller capable of operating pump during off-peak electric demand.
N/A
55.2
Pipe before pump has at least 4 diameters of straight pipe.
X
System installed with solar, or setup for the future addition of solar heating equipment by
55.3
installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or
X
built-up connections, or dedicated pipe to and from the pool.
5.6
Directional inlets for muting pool water.
X
3/17/15
Committee Form
2uf3
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DESIGNED FOR:
POOLS BY GREG
SETTLE RESIDENCE
5018 SILVER OAK DR
FT PIERCE, FL
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
111111 it, Q
M. t1ND(U ROENWFj8
:FL Lirbnse No.68212
Jot lbm1wood Drive*
03-04-2020 �airEe, FL 34982
`f,'t- i�
***ELECTRIC NOT INC
PREPAM BY:
STEVE HORST
DRAFTING &
DESIGN SERVICES
#i
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