HomeMy WebLinkAboutBuilding , pool plansFIEF COPY
POOLS BY GREG, INC. WANTS YOU TO KNOW: A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL SUPERVISION. NO
CHILD SHOULD 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
SL I ?'{I:AR ANY BODY OF WATER. UN RTUNATELY, MOST ACCIDENTS OCCUR WHEN THERE IS A LAPSE IN SUPERVISION EVEN
';?3 A RMAI.L TIME. NEVERTHELES WWII it SMOULEY BE AWARE I MAIANY BODY OF WATER POIMS"Alillft -Espllefttly FOR
�' a t;, . ,_9 Y� qRS OF AGE. OOLS BY GREG CANNOT BE HELD RESPONSIBLE FOR ANY LOSS, DAMAGE, DEATH, OR
uUw DUE TO MALFUNCTION OR F URE O A B ALARM
ITS CONTROL UNDER ANY CIRCUMS NCES, FOR ANY REASON WHATSOEVER. THE CUSTOMER ASSUMES ALL RISKS DIRECTLY
OR INDIRECTLY RELATED TO MALFU TIONING OR FAILURE OF BARRIER OR ALARM. POOLS BY GREG, INC. MAKES NO CLAIM
WHATSOEVER TO THE DIFFERENCE FTHESEPRODUCTS.
a
PLAN PATA:
Pool _.i l
S.F.— 3 78
L.F. I
PATIO_ S.F.
SPA _ S.F. _ L.F.
COMMENTS
.1.-1 glvll.
tGI NIG�r ALtc.rl,'.iu m
i�fYiLinf y (fain
L'Oa t.,J4a�.r Rkn a.✓D
�oeL: ?A•�/i o •
(3LL8/�f.�2
T LG&Y�
JArn6, LGVg(_
A 5 LJ D D LI -bcakL
I�OD�intGS Faa�/ur[c2t3
(,G v-Aci'i Lo c Ar, o j,. ?IIJ D/L
(L 1C1 S41,.ffa .s�-2re�tiDC,� `�A7 �n
U I b6 P-fd
�NCEAIE� FASTENERS OR ATTACHN
ARE THE RESPONSI LIV OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO AM COPMOnoNS
REQIAAID r to INIAECTOAI TNAT
MAr II NICIMAAY IN MA TO
QOMp4y WITH Aid AFMAAIA COMA
POOL SPECIFICATIONS
MAX WIDTH ZS � [Ill MAX. LENGTH d O V
MIN. DEPTH 3% G ry MAX. DEPTH — L 1 0"
SHAPE 12& ^+A' ELEVATION
DIRT FROM EXCAVATION :HAUL . 4fM
LEAVE IJIA LEAVE d SPREAD
LEAVEMOVE•THEN SPREAD /V4A
EXTRA FILL COMPACTION - l ,VG 4--
JOBENT /CIGK7' Sac
-TILE gtfg 3 *i-$ / INT. FINISH �QEW�
R.
STEPTILE •SAS+-+�'.- 2' /lo WX
FILTER 71 l d'a PUMP �} fi {jell:ffLd f�<
MOTOR H.P. l ' S TIME CLOCK �MGL
JBOX
UGHi 2 z6la S TRANSFORMER
.
MAIN DRAIN /'�C ` SKIMMER ! ^/c L
�1
INLETS THE1A
�RAPY
M R LADDER lq_c'44 Tile's
0.
HANDRAIL _ n/�,4 -
f
DIVE BD lV%.4 SLIDE nl/ /I•
HEATER NIA TANK lit&
VAC. HEAD A/lA VAC HOSE !Y14
VAC. POLE RUSH
LEAF SKIMMER /^/� TEST KIT lAtCe-
�/`)
CHLOR�NATOR 'CN/O FILL LINE�// Al
OVERFLOW LINE Alf4 POOL CLEtR7�R/STUBI^/�-
TREE REMOVAL A STUMP REMOVAL /lr .q
WATER & ELECTRIC SUPPLY I S T lAl
BACK WASH LINE L7�C�4114 It G1 /V0 J.9 LA/CL
SCREEN ENCLOSURE _IA FOOTERS E L
ELECTRICAL HOOKUP. `TA MIS,
PATIO7d= COLOR dl•%i A
EXISTWG PATIO 41A TERMITE
PLANTERS N 14
DECK-0-DRAIN IVIA FT
APPOOX GALLONS 13.440
PUMP G.P.M.
APPROX.TURNOVER TIME —MR. - MIN
.,,
--_--��:_._-.._ _. ..:. .--�.._.
CUT 6_.CAP SPRINKLERS A -
... ..
SAFETY FENCE COLOR
SOLAR BY.
YES NO
BRICK
2X6 ✓
6X6 ✓
SHEET TILE ✓
OVERPOUR ✓
MOSAICS
OWNERS HEREBY ASSUME AND AGREE TO THE PROVISIONS
OF THE CONTR4CT FOR POOL CONMUCROM AND APPROVE
x C
THESE PLANS WHICH ARE MADE A PART OF THAT CONRiACT.
W 3 x h
RULES FOR POOLS ip _5 S 9 _ B 91'n &
HOMEOMNER'SASSOCIAnON REQUIREMENTS AND
APPROVAL SHALL BETHE RESPONSIBILITY OF THE
l\
OWNER.
R INSTRUCT BABY-SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG
OWNER/ AGENT SIGNATURES:
CHILDREN AND ABOUT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR
ALARMS AND LATCHES. EMPHASIZE THE NEED FOR CONSTANT SUPERVISION.
•
III DURING SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT A
'DESIGNATED WATCHER' TO PROTECT YOUNG CHILDREN FROM POOL
DATE:
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 DISASIUTY. GO TOTHE EDGE OFTHE POOL AND
{/
SCAN THE ENTIRE POOL BOTTOM AND SURFACE, AS WELL AS THE POOL AREA.
■ DO NOT ALLOW A YOUNG CHILD IN THE POOL WITHOUT AN ADULT.
DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY
�� ��
HAVE HAD SWIMMING LESSONS OR ARE WEARING A LIFE JACKET.
■ LEARN CPR (CARDIOPULMONARY RESUSCITATION) BABY-SITTERS AND OTHER
CARETAKERS. SUCH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD ALSO
/
'
KNOW CPR.
D KEEP RESCUE EQUIPMENT BY THE POOL, BE SURE A TELEPHONE IS POOL SIDE
///
Y
WITH EMERGENCY NUMBERS POSTED NEARBY.
A REMOVE TOYS FROM IN AND AROUND THE POOL WHEN IT IS NOT IN USE. TOMS
�,.�- C
CAN ATTRACT YOUNG CHILDREN TO THE POOL
c
! NEVER PROP OPEN THE GATE TO A POOL
IIINO RUNNING, PUSHING. WRESTLING OR DISTURBANCE IN THE POOL AREA. NO
(N 4,
CHEWING GUM PERMITTED IN THE POOL AREA (RED CROSS SAFETY
j`w�Lmirk Ill
17
- -
SUGGESTION FOR THE PREVENTION OF CHOKING).
yR{"yi'7�/E,
III OONT LET LONG HAIR GET NEAR A POOL OUTLET. THE SUCTION CAN CAUSE
■
. `
HAIR OR BODY ENTRAPMENT AND DROWNING_
-
_
ll HAVE A FIRST AID KIT AT POOL SIDE _
■ NEVER SWIM ALONE.
SWIMMING POOL FOR:
/1 NO JUMPING OR QIVINO IN THE SHALLOW AREA OF THE POOL
kt� 2 ��l 2 L: 51 A e
DON'T ALLOW CHILDREN TO PLAY AS THOUGH THEY ARE DROWNING - A FALSE
. Af r✓ .
ALARM MIGHT DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY.
III WHEN DIVING. ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY
'f \
�' 2�4
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD.
.Z O r
rA
.
r/ f
- _ = DIVING INTO SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES
CAUSING PERMANENT PARALYSIS, NEVER DIVE INTO AN ABOVE -GROUND POOL
9 AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER.
CPC 145833$
K ; REMOVE GRATE & Y' PER FT— MINSLOPE—�
WELL PONr PLUG FROM MAN
DRAM & ATrACH Aux, PUMP muFDUR OR DM NE ( ) #'3 REBAR OR
UNE WHEN EMWNNG PDOL WHERE.N'PUQAEtE •."•..Y w
s"xs• TILE(1) #5 REBAR
GRATE SHELL 4" SLAB POOL S
—Pool construction complies with FBC 2014, ANSI-7, ANSI-1 5 BE SECURED IN INTERIOR 2500 FIBER MIX
LASO—Water Velocity —Max 8ft/sec as per FBC 2014—R4501 THATT TOOLS FINISH° 71P. WALL-3PSI GUN TE
—Pool Barrier to comply with Section R4501.17-5th edition FBC ARE REQUIRED
FOR REMOVAL STEEL-TEX FORM 8
—Skimmers comply with FBC 2014—R4501.21.1 OR KRAFT WALL
6' TYP. FLOOR '.,�� �/
— Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place TRENCH DRAIN 3,000 PSI 13 0 12' O.C.B.W. Q11
GUNRE NOTE: FOR DEPTHS U
TREADED.,t� ; GREATER THAN 6' ADD ����
PLUG .y ,.: (1)N3 COVE BAR 06" O.C.
C_ I yINC.
GRAVEL B TO PUMP
TYP. WALL SECTION & WELL POINT FOOTER DETAIL /
(NO SCALE) 00 SCAL )
WHEN PROVIIDED DECK 1 ROW OF WATERLINE TILE
PRESSURE GAUGES INSTALLED ON FILTER
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION CHLORINATOR
BELOW THE PUMP W/ MR & WATERLINE UGHT Welk
WATERLINE UNT SIRANER MAX
s 7 sBaLL
POOL LEVEL FLOOR —� 1 e3 STIR 0 12' O/C EW. RE
6' THICK S�FdiEB
FLOOR SLOPES THAN 11
18° FLOOR SLOPE SHALL a
V
CONPLY 110H Almalt 561
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 ➢RU5.6d
Feet Of Head Feet Of Head OPE OF THE ADM FRON
THE S w Flat WNl
POOL y 7° GlF1NEa war UM I FOOT N 7 IDa
Vacuum Head + Pressure Head c401-U90 7'-0- 19'-011
= Total Dynamic Head
30'-0"
SWIMOUTS
(NT PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO 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 V
WATER TABLE IN SHELL
COMMENT NT 107.2.1 OF THE
2014 FLORIDA BUILDING CODE
LISTED TO ASME/Awcl A11219A
TRENCH DRAIN
32° CHANNEL DRAIN AND SUMP
25506-320-000
THREE 2" SOCKET x 2.5' SPIGOT PORTS
t
1.5" VENT m rnµ11 no
'DEBRIS GUARD INCLUDED
38.79in? OPEN AREA
HAMPO LISTED FLOW RATES
`z"
"WHITE PVC BODY
MAIN DRAI
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum Row rating for this suction RtUng 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)
POOL DETAIL
and 192 GPM (wall) when using 2' plumbing. Ths maximum flow rating for this suction
fitting with the outer ports plugged and the center pert 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.
Pipe Slze
6 fps
8fps
1'
16
gpm
0,14'
21
gpm
0.23'
1.5'
37
gpm
0.08'
50
0,14'
2'
62
gpm
0.06'
82
gpm
0,10'
2,5'
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'
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER 14' THICWALLS
/11S REBAR
REBAR O.C.E O.C. EACH WAY Determine System Flow Rate: Minimum Flow Rate Required: 35 m per skimmer
3' TO 6' - 6' THICK WN15 W/�3 REflAt 011' C. EACH WAY Y Q gP
0' TO 3' - 8' THICK WALLS W//3 REBAR 012" O.C. EACH WAY 1. Calculate Pool Volume: XXX ft XXX x 7.48(gal/Ft) = XXX gal
(Surface Area) (Average Depth) (Volume in gallons)
9 n 2. Determine Flow Rate: XXX gal / _ XXX XXX _+_XXX =_XXX
6 ft. Determine Pipe Sizes:
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rote)
�m S
Trunk Piping to be 2 _inch to keep velocity 0 B fps max. at_182 gpm Maximum System y m Flow Rate.
3 ft. 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 Flow Rate must not exceed approved cover flow rate.
�' -" �'• (Make and Model) See Engineering Page for Drain Configuration
3 3 3
Q�
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: PuOLp Model PENTAIR SUPERFLO VS H.P. 1.5
V�� v SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE Total H.P: H.P.xsealcetactor. l H.P. amoremustbe2Speed orvanablespeed
Z SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
j NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES F)ker Make PENTAIR C&C Size 100
COMPACTION TEST OF THE BACKFlLLED MATERIAL ARE PROVIDED FRermin.wmbaedon6hr.tumoverflowraWpoolgW./360min.=Row Rate
PRNR TO THE POURING OF THE PATIO Dlvlde O.P.M. by Cartridge=.375or Band =l5a D.E.=2
Tim Controller make ON PUMP Model ------
Controls must opa e a mmlmum of two speeds. F
����RaayyyPOOL PATIO The has ovenldeMrotfoexcceedone normal a24hre wfiltlleVwrhless
MISC. NOTES WATER LEVEL co
1. ALL STEPS RID SWNIDUT BENCH EDGES '•� .:�.•:..' • i'+.`"'• "~ `•'." .�:
WILL HAVE 1x6 CAPRLE BORDER OF OPPOSITE -
COLOR OF GEM FINISH FOR VISIBILRY
2. HWDHOLD TO BE INSTALLED ARE WHORE -...
DECK RASED +6' ABOVE POOL 12 VAC FROM ENGINEER; ORECORY ARIAS.
POWER SUPPLY
10' MIN d- )�: :. SIZE AS DETERMINED PROFESSIONAL ENGINEERP&730T7
Z + BY LICENSED ELECTRICIAN - 121115%PiadeA
UNDERWATER West Palm Beach, Pf• 3LIGH'T34
DESIGNED FOR: A' �(�5)87I `_
1' PVC -__
• POOL FIRE CONDUIT
CONWR 4-�---� ��
°• •' 1. • STEP DETAILS �;',.C. v(� 0'1 � / 7
1. TREAD IS MIN OF IO' WIDE SCHEDULE 40 PVC SLEEVE I"�O�S BY GREG
2. RISER NOT GREATER THAN 12' EXCEPT IF NO BONDING KURTH RESIDENCE II -ELECTRIC .NOT-INFWDED'w'
MORE THAN (3) TREADS ARE USED "..R! � • OR GROUND 520 N. FFA ROAD SHEET?
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. .t• REQUIRED PREPARED BY.
FT PIERCE, FL STEVE HORST 2
STEPS NICHLESS UNDERWATER LIGHT DETAIL DRAFTING&
(NO SCALE) (NO SCAM DESIGNSERVICISS
(772)201.7846 horsyahoo.com
Lsteve@
04,
Pentair TDH Calculator Page I of
PENTAIR
TDH CALCULATOR PBG-KURTH-HIGHSPEED
Pool Information
Flow Rate: 72.34 GPM Total Piping Lengths:
Suction Lm: 2 Ft Inlet Side. 94 Ft
Discharge Side: 120 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(mnanl your Mai rode) Inlet piping: 2.02 In
Branch Piping: 8 FVSec Discharge Piping: 2.052 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec Piping Head Loss at 72.34GaVMln:
(wl incuding finings or v.w,u
Inlet Piping: 7.49 Ft
Discharge Piping: 9.56 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 Raw: 72.34 GOVMn Branch Piping: 2.51n
Your Head Lou: 45.93 Ft Inlet Piping: 2.0 In
Maximum Flow Rate Discharge Piping. 2.0 In
at Maximum RPM: 72.34 GaVRlin
Ensure the drain cover mar lbw rating Is not
exceeded
Head Lou at Oats Ft
Maximum Flow Rate:
System Head Pressure Curve
100
eo
R to --I
x
Er
40 —
20
SuperFld VS - Use mm
crew, sntaln
Desired Operation Pdn1
0 25 50 75 1 W
Volumetric Flow Rate (GPM)
https://www.pentairpartners.comJmarketing/tdh/index-aspx 9/28/201
Selected Components
Components
Head Loan A
Nra Gunxty 72JaGWMin
WisiCM1b lC- 20 1 1.52
2'z25-3w,,ddxs 3 263
Main Unpin t 105
Clan and Geiv 1 3 34
121nG Retum 4 13 W
Piping
Inlet oo C. a Heed'...
Name g xtity Coan0ry 72.uRHN 1n
9n degree eNow 4 11 681
Tee Though o 3 ON
Pumps
Name ouandty
SuperRo VS 1
NI PwXaibffiemerxs erdbew era owrNd by Ponroir. Inc. InIM,FXR. MldliGanm& EasyTarcaR, IMeeToucaa, SunTolclle, entl Ero Sekc[n•
en repsbredfraWmsMa enNw kedemeAe of Panbir Wehr Pool eN Spe, Inc. er,Nor Its eTlierodcompenles N Me 1MIbtl slabs mNordMr
rouMrvs. UMeta expmiNy nofetl, names end brvntls o/MINpeRiaa!MI meyM usM in 015 tlocurtront ere mf uutl b ImHceb en eMiaflm or
e�rsemml6eMeen the owners d (ruse nines eM brantla eN Paden Werer Pod and Spe. Inc. TDeae names acid bmntls may bs the
awhmwks orroi24aeredfraeemwka dltmae mirdparwa. Because axe we con Dnwuaty imp9vinp purpfduc!s end semros. Penrenreservas Xs
rgnllo tlwae zpeplrwXors,Mliod Otio`rnbce. Farifelris vi epu& opl>a'NnilY ampbyer.
Pentair TDH Calculator Page I of ?
> PENTAIR
TDH CALCULATOR PBG-KURTH-LOW SPEED
Pool Information
Pool Volume 13440 Gal Total Piping Lengths:
Turn Over Time: 7.25 HIS Inlet Side: 94 Ft
Suction Lit: 2 Ft Discharge Side: 120 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
leonsua Your bras podo) Inlet Pippg: 2.es2 In
Burch Piping: 9 FUSDe Diahage, Piping 2.052 In
Inlet Piping: 8 FUSED Discharge Piping: FVSec
Piping Head Loss at 30.90Gall1i
8
(rid Incudirg flllmg¢ or valves)
URN Piping 1.55 Ft
Dkdwrgo POW 1.90 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is nor single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum PIPE Sizes:
Flow Rate: 30.90 GaUMin Branch Piping: 1.5 In
Your Head Lava. 11.00 Ft Inlet Piping: 1.5 In
Maximum Flow Rate Discharge Piping: 1.5 In
at Maximum RPM. 72.M Ga11Min
Ensure Ihcp drain cover max flow rating is not
needed.
Head Loan at 4893 Ft
Me... Flow Rate:
System Head Pressure Curve
2C
1r
�15
10
Supei VS -1600 rym
_ clean Sy¢[dn
Du1md Operation Point
10 D 30 w
Vaulnalnc Flow Rate (GPM)
https://www.pentairpartners.com/marketing/tdh/index.aspx 9/29/201
Selected Components
Components
Head Lou et
Rafe pumfity 30.aDD039
Intx25'3wayv. 1 D31
Ta25"3wey velva 3 0,11
Male and t 0.32
V2ClenWMG 4 0.53
1R ind, Retum 4 347
Piping
vW DiuMrpe Head Losatl
Name Q..ft euuitdy 110.90eii in
wdegreaeibow 4 11 141
Tee T n,o,: 0 3 a20
Pumps
Mary ouarrary
SuDi VS 1
AI Peden todkinwas and boos w owned by Pon Mr.Ix.lnre!kFb8, inMAConm,a, I Inldhrouch Sunromiu,,, and Eco SeIOO"
rerepeferedheLLammk.erdrw"OkinuMsof Pon.. WPM Pwl eM Spa, !nc, arWar Ifs e19 w Compeniealn Me UnrtN 3le!es enNoroHror
ounfnea. UMees expts.WyneM, wneaantl DnnJaW MNpertroa tivt may be scud NfMa 0ttumentare Those rumneon .ndentl /.isleene ia!ion or
eMprumenl beMaenfM avnwsd tlran Ivrroa vd brad., and Psrxav WeMlid end Spa, fnc. DmnJa maY lea tthe
nprmerAa arrePRersdnatlenarxa dfron dtirdps2es Beceuu xa n con0mquxly imPrOvirp[wpmNrcls eM services. Pomair reurves rye
rpd fe d,anW spsueeatbm wdhadprbrrplim. Penfairb an siNw oppaludty employer.
EUMCA E0111PgwR7 MKING, GROUNDING "D INSENLATION HUaf
EOUIPOTENTIAL BONDING DETAM
roKORN TO M Ntl N.4.C. AND MPLUAOLC UDC,e, CODES
PER MMA BUNAwO CODE ADkVCDN
OF THE N.E.C. 20u SEC. 880.¢e
¢a' areE a 6'E• ®ce a aa- R DErm CUOU RDREINc SPACE w
FRONT or ANY PANEL eoAND PER 110.2fi I10.20(2)
AND I10.uUn OF THE MAI NATIONAL ELECTRIC CODE
�_ R3
x.an ai , sac.._tm)
un>6Y
Y%Tlp� 1
ELECTRICAL DETAIL
Non: Yy p1=C0 Won %eL
CONrORY TO N.R.C. Poll SRC. a90
POOLS BY GREG
KURTH RESIDENCE
520 N. FFA ROAD
FT PIERCE, FL
FILF, Co!
ENGINEER: GREGORY ARIAS
PROFESSIONAL "ENGUIrE PE-73071
!2115 5618 Place N
West Palm Beadp FL-1 —
�� (305)879-0541
--*ELECTRIC NQT-INCLJOEp•ra
PREPAREDBY: SHCCI:
STEVE Hi 3
DRAFTING &
DESIGN SERVICES 3
DI-7846 horststeve@yahoo.cmn