HomeMy WebLinkAboutSWIMING POOL LAYOUT10
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12-22 VW
/ 4,
TILE: CAP: FLAT:-
STEPS: OVESIPOW:
OF WALL;
'TOP OF SKIMMERL-
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T
C)
a
4 k. 0 4
PCs !IPA
W. LIGHT L L7 -'-a4.-
W. TRANSF-03rMEM
,JUNX F30X
-i SKMArRR
MAIN DRAW
WDRO JETS
PF-TURNS
40
t 1A
& TE
HP PUMP ;jr-
HEATER "PY
;!,1- 10 �-'q
sum
Dwp- sm ............
HANDRAIL
STEP LATIMR Sri,
VAG. SE'T (1107 RMPI_
LF DECK-0--DRAW
LF MAW FtF-,F,Tl
SO. FT. _!9t9,LC_ PAT!0 e,
W. TRr?0,,JSF0pFAr..R
JUNCIPMN BM
C) ER _6
rviAP N DIRAIN.
THESE PLANS AND ALL PROPOSriD WOW
AR'ESUI3JCCTT0ANYC0RqECTI0N3
HP IND 0 JrT Pumr i.
Z
KO
RE-7R� 's UIRED BY FIELD INSPECTORS T4AT _ , q
or-LS-f5 FILTEp
MXf BE NECESSARY IN OAMM TO
CrilfliM VVIT; AlL A."PUCABLE COYDES.
H E AT7 R
AIR BiLL"WER
SCANNEI
3 /1 Gi-'�AB RM..S
BY
TEP S ST LUCIE COLIN I-Y
r ST LUCIE COUNTY
BUILDING DIVISION
REVIEWED
_'K
FOR CO
REVIEWED BY
DATE
P N ND PE IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MAD
APPROXIMATE VOLUME IN GALLOW_IlAi�o APPROXIMATE TURNOVER RATE _ tjOURS_ MIN.
APPFXYaO BY:
04NNOWD PLANS ON FILE w/aTyAxKNm-$TATF -cumm POOL oowmcron No.
......... .
wA,
403 2M swIT40 =841M
mmnow w& F d0o NO.
4CI 2D LZ
SWIMMING POOL
e FOR-7
FtM SCALE **-Ilr -Z (, 7
PO kOF Pft.
4�t, -
a
Pool construction comDlies with FBC 2014, ANSI-7, ANSI-15
-Water Velocity -Max 8ft/sec as per FBC 2014-R4501
-Pool Barrier to comply with Section R4501.17-5th edition FBC
-Skimmers comply with FBC 2014-R4501.21.1
- Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place
-Water Heating equipment to comply with FBC 2014-R4501
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
0
N
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
w uu
Vacuum (in Hg) X 1.13 Pressure (PSI) X 2.31
Feet Of Head 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
2" POOL
2.5" SPA
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
6 ft.
�:
0;
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
NEE REMOVE GRATE h
Y' PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL
OVERPOUR OR CAP TILE
WHERE APPLICABLE ' .� ., 4• ;;` .
', •� a
6"x6" TILE
GRATE SHALL
4" SLAB
BE SECURED IN
INTERIOR
2500 FIBER MIX
PLACE SO
FINISH
42" 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
#3 0 12" O.C.B.W.
GUNITE
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED
PLUG
� '* �' �'-
(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
6"x6" TILE •,..►• :`;. 4" SLAB
�.•' 2500 FIBER MIX
SPA BENCH 18'
BELOW WATER LINE
GRATE SHALL
BE SECURED IN
PLACE SO r' ;'•
THAT TOOLS '' • " ' `• 4t" TYP. WALL-3,000 PSI GUNITE
ARE REQUIRED
FOR REMOVAL
6" TYP.
FLOOR STEEL-TEX FORM
OR KRAFT WALL
n N
TRENCH DRAIN •� -�•�' '` ' "
#3 0 12' O.C.S.W.
GRAVEL BE
TO PUMP -
SPA WALL SECTION
(NO SCALE)
8"
(2) #3 REBAR OR
(1) #5 REBAR
8„
FIL-F GOP
FOOTER DETAIL
(NO SCALE)
HEATER
CHLORINATOR ---)
HEATER
BY-PASS
SKkµM�
Q 3, pRP1N
3 x32
COW,- a�N
CN►NN)' �Rw ok M
PIPING SCHEMA'CIC
PUMP W/ HAIR &
LINT STRAINER
PUMP W/ HAIR &
t- LINT STRAINER
CUSTOM MOLDED PRODUCTS INC.
VENT LINE NOT TO BE SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
FURTHER THAN 40 FT PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
FROM POOL 25' MAX
t WET LENGTH COM014 FLORIDAW/ESIDE1 OF THE
.{: 2014 FLRIRESIDENTIAL CODE
TO JET TO FILTER LISTED TO ASMEjANSI A112198
PUMP " PUMP
_
TO AIR TO AIR 2" POOL
DRAIN 32' CnANNL &RAr,AI-
VENT ?.•r.� •�• <<:: VENT 25506-320-000
:; ;• :, �':: :•;= Pf•: *THREE 2' SOCKET x 2.5" SPIGOT PORTS 2.5" SPA
?: *DEBRIS GUARD INCLUDED
.r *38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
Z61
4
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
PCw SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
10" MIN �.
'• a
N 4
• •. d /
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE.
2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
WATER LEVEL
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK '
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
SPA DETAIL fitting with the outer ports plugged and the center port 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.
Jandy FloPro Series Pumps Max-Rated(FHPM) POOL
POOL PATIO
TOW Oyumc Head Munds Per square ImA
..t FNf et Wae) (PS9
+ f.
•
�e
~±
12 VAC FROM
POWER SUPPLY
" r
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
°
1" LIGHT
0
CONDUIT
UNDERWATER
LIGHT NICHE
LIGHT
x.
APPROVED
NICHE ENCASED
�;
GROUND CLAMP
IN GUNITE
,
v
CONTINUOUS BOND WIRE
POOL FINISH
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
■■■■■::■■■■■■■■■■■■■■■■■ICI,
UNDERWATER LIGHT DETAIL
( NO SCALE) Lcw
•x . •: ,y; ,:. , :x� �G ,, ��
33 gpm
HIGH 79 gpm "°w Rae ealenN PMt\1 faR.
{C•PM3
TH"Cr_
�:,.e PI-10, 'S AND ALL PROPOSED SAYORK
ARE SUBJECT TO ANY COFAECTION a
`REQUIRM BY FIELD INSPECTORS TtlA
MAY BE t�::C
'l7(KESGARY IN /O�iu;:M TO
CJY WITH 1 6 LLI teV L1%0A LE CODED,
ToN%ra„K4ead
F10
sc
.'3
WD
F
11
HIGH
Jandy
Max
FloPro
-Rated
Series
(FHI
Pumps
M)
SPA
a
round
AP.sq,awIrKh
/
fb
aF
IM:D
0.
H►
',•
PM
P..
;a
NP
Y.414
.
PM
i HP
:am
RPM
-Fhft.AKW
OW
RPM
a
R
PM
.ON
F
1
M►.
TB
.._
_..
91
gpm
1^ ....
8C
SC '^..0
fbw
Rah
..
G~%PatfknW*
(GPM)
._ 'ti
'C
_.. 'K
..0
.....
'M*
74U
'.,-
DECK -_1 1 ROW OF WATERLINE TILE
3' - 6" WATERLINE
Max 5'_6" LIGHT
7
- �-- #3 STEEL 10 12" 0/C E.W. sm
FLOOR SLOPES 6" THICK GREATER
FLOOR SLOPE SHALL BE- THAN 11"
REASONABLY UNIFORM ANO
COMPLY WITH ARTICLES 5.6.1
18'-6"
25' _0„
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/Ft) = -___===__gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _.__ 11,41q_ gal / ___ 345 _ 33----- --Y_--_=-�____-___
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
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
Pump Model JANDY FLOPRO 2SP H.P. 1.5
Total H.P: H.P•x service factor. I H.p, or more must be 2 speed or variable speed
Filter Make JANDY CS Size 100
Fifter min. area based on 6hr. turnover flow rate pool gal. / 360 min. = Flow Rate
Divide G.P.M. by Cartridge = .375 of Sand = 15 or D.E. = 2
Time Controller make INTERMATIC Model T40004RT3
Controls must operate a minimum of two speeds.
Pipe Size
6 fps
Sfps
1'
16 gpm 0,14'
21 gpm 0.23'
1.5'
37 gpm 0,08'
50 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'
1 712 gpm 0,03'
Determine Pipe Sizes: SPA JETS ONLY
Trunk Piping to be_ n-inch to keep velocity @ 8 fps max. at 11 _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(___ _SEE ABOVE------) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model JANDY FLOPRO H.P. 1.5
Total H.P.=H.P.x service factor.1 H.p. or more must be 2 speed or variable speed
Filter Make N/A Size ---
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 N/A Model ------
Controls must operate a minimum of two speeds.
The hiaher speed override is not to exceed one normal cede or 24 hrs. whichever is less
Plpe Size
6 fps
Sfps
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'
B8 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'
1534 gpm 0.02'
712 gpm 0.03'
DESIGNED FOR:
LOUDEN POOLS
BOYER RESIDENCE
2672 CONIFER DR
FT PIERCE, FL
ENGINEER: GIREWRY ARIAS
PROFESSIONAL ENGINEERPI -73071
12115 56th Place N
West Palm -Beach FL 33411
(305)879-0541 -
***ELECTRIC NOT.- INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES
(772)201.7846 horst.steve@yahoo.com
4
4
tl,
4
Total Dynamic Head
Calculation Worksheet A-Jana
Sgies
byI.ODIAC"
Company: LOUDEN Job #:� Date: &9l2017
Job Name: I Address. 2872 CONIFER DR
City?own: FT PIERCE State: FL Zip Coder
Instructions: Data can only be added to the yellow cogs. Steps #1 i3 2 are for cakuklting Pool Volume in Gallons and for establishing a
turnover rate in Gallons Per Minute (GPM). M the turnover rate is already established, click on the GPM cell at the end of Step #2 and input
flow rate, then proceed to Step 0. Pressing the RESET button will clear all inpured information to start a new worksheet Worksheet can be
saved to a file or printed for future reference.
auvon: Pressing the RESET button will clear all System TDH Calculation Results
yellow cells to start a new worksheet.
Total Friction Loss in Ft. of ,eA
Pod Volume: Water (TOM) 49.466
UO Total Friction Loss in PSI 21.41
,p_ Versa Plumb Reduction Results
u ate & TurtwvYt �ih In "Outs: - TDH Reduction 1 1
30 I System TOM with Va.
A rsa
5 79 lumb Plur
iron -4"Wity taAdard%
Cakufate da LB o(Suction : recommended ve f s and below
a sysm- GPM of Witter I It Pipe Ft. of Water PSI
:.
6.06 - -J
var.a PI. s :rem
TOTAL 1
151 o.Do
79 Or PwMrl tfllpCltV required by APSP 15 S Title 24 Stems
iculato Trial Length and
TOTAL 1 12.75 { 5.62
6
&08 0.00 0.00 0.00 0,00 0.00 8.08 3.50
7 3 2
4.11 OOo 0.00 0.39 0.94 0.00 5.53 2.40
0.00 0.00 ODD 0.00 0D0 0,00 - 0.00
0.04 0.00 Q00 0 i.'. 00 0.00 0.00 0.00
is
0.00 000
a 81 5.899
IabStatle titwflorlidweha: •.{.�: awutate Ezlc
2 3
Step # 8
9-way Vatye Input Nbmber of Friction Loss 1n Ft. Friction Loss in PSI.
Pipe 5- 3-way Valves of Water
Step # 9
Se ,el F feu Fricti n t.ess m Fnc6on toss in
Ft. of water PSI
Ir
Step # 11
�M-r
Select backwash Frktion Loss in Faction Loss in
Vat- Ft. A Water PSI
Step # 13
Select in -flour Friction [-,. Friction Loss In
Valve Ft. of water PSI
Step # 10
.Select Heater Fri"- I- in Films, Lobs in
Ft. of War. PSI
Fr
w
and
c - Pro Series
byZODIAG"
Total Dynamic Head
Calculation Worksheet <-�� Pro Series
MZODIAG
Company: LOUDEN Job #:C� Oate: 8!9l20f7
Job Name: BOYER-LOW SPEED Address: 2672 CONIFER OR
City/Town: FT PIERCE _ State. FL Zip Code:��
Instructions: Data can only be added to the yellow cells. Steps #1 & 2 are for calculating Pool Volume in Galion and for establishing a
turnover rate in Gallons Per M#wfe (GPM)- Of the turnover rate is already established, click on the GPM cell at the end of Step #2 and input
now rate, then proceed to Step ♦& Pressing the RESET button will clear all inputed information to start a new worksheet. Worksheref can be
saved to a file or printed for future reference.
Caution: Pressing the RESET button will clear ail System TDH Calculation Results
yellow cells to starta new workshoet.
Total (TOM) Loss in Ft. of 1 s3.20
Water (TDH)
Total Friction Loss in PSI 6.72
L
4., , Fc"-,.L tltc 4UEnpty w£LN
standards Versa Plumb Reduction Results
,5 TDH Reduction 1
3 rsa
3D' I System TDH with Versa 1 i
- tumb Plumb
s,ction vei0cl required by APSP 15 & Title 24 Standards
mrnended velOClty' 6 iMtd 2
s o
.. _ 0,00 0.00
v- Plumbs ...
1
,- .. 5 & Title 24 Standard=,
n _. yt��.t�l'Kal required 1,Y ind�
._ O.GCt. 70 Qs7 C29
0.019 96 116 0.61
{ 0.008 0.00 000
0,Q03 0.00 000
1 0-OOt 0.00 0,00
0.00 0.00
TOTAL 2.63 1.10
c 1w Colts
,1.60 0.69
1.60 0.00 0.00 0.00 0.00 0.00
7 3 2
1.10 0.48
0,82 0.00 0.00 012 0.17 0,00
0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
0.00 0: 00 0.00 0.00 0.00 0.00 0.00
-lt - -t -- -- ---- ---r-- - - - -- o.00 ^ aa..
TOTAL 2.70 1.17
P!;
Dischar a t.H1:Return Eyeball Ret- Eyeballs Ret.r. GPM Ft. W.tee, IN
0.it 1. 3 1! OAO
D.Otl
O.OU
0.008
0,00
0.00
0.003
_
4:otl
0.00
0.001
D.00
0.oa
_ 0.000
U.00
0.00 L
TOTAL 0.00
0.00
Step# 10
^Selert Neater Fr Rion I- m Friction toot in
Ft. of Wier PSI
IL 0r'
anqy�eri�s
]
C `
Total Dynamic Head
jan
groXxie'riesOAC
Calculation Worksheet
►
hy2gDtAC'
Company: LOUDEN
----I
Job #:J Date. 8/9l2017
Job Name: BOYER-SPA
Address. 2672 CONIFER DR
City?own: FT PIERCE
State: FL Zip Code:��
Instructions: Data can only be added to the yellow cells. steps #1
d 2 are for calculating Pool Volume In Gallons and for establishing a
turnover rate in Gallons Per Minute (GPM). N the turnover rate is
already established, click on the GPM cell at the end or Step #2 and Input
flow rate, then proceed to Step 0. Pressing the RESET button will clear all Inputed information to start a new Worksheet. Worksheet can be
saved to a file or printed for future reference.
4 Caution: Pressing the RESET button will clear a;? System TDH Calculation Results
yellow cells to start a new Worksheet.
-
Total Friction Loss In Ft of ,
lealculato Volumee:
Water (TDH)
0
Total Friction Loss in PSI 18.09
c S • 1 , , ,. !at0s
u YI a OPM !r Tut ;vet flats In Hours: -_ ..
Versa Plumb Reduction Results
TDH Reduction : 1 1•
° 5 91
I System TDH with%enb
' t*°5 5t1C1ten V£`itici r uired b APSP L5 $Title 24 5tdndaF'dS
Calcu)ab del Lan of suction P' rorxNpakwttlaq valoclty7 6 fps a )
Vwsa Plumb S stem
0.00
2.28 O.DOS
0.00
1.oD a.00M1
- _
TOTAL
xaLr of k.
.
d.437
d
t0 '
' 0,127
22
6.19 0 054
108 5.88
_
3.9T 0.019
000
2.28 0.005
1.00 0.001
TOTAL
TdNNumMrof Fltd t 7oplofalcN$hp►F M.YYSowCtrlb P.
8
13.98 0.00 0.00
1-J.99 6.06
0.00 0,00 0.00
2
1.62
a
2
3.83
t.ST
0,00
0.00
1.02
1oa
0.00
4
3.98
1.72
3-05
0.00
0.00
0.65
0.28
000
_
._.._..._.
000
0.00
0.00
0.00
0.00
0.00
0,00
0.00
_-
.. .. . -. - -' _ 0.^.0
0,00
D.DO MOO
000 000
MOM, 0.00 0.00 0.00
0.00 0.00 ,
iculate Static Suction & DischargeLift:
alculste Exit Loss:
aot-
- .
Select Dandy 3.Way vane a� "Nrgh
Straight Flow Size:
Select Jandy Check Valve raim G cough
Straight Flow Size:
0.00 0.00
T0.00... 0.00
0.00 0.00 0,00
r 0.00 0.00
O.tlO 0.00
__. 0-00 0.00
Select Jandy 3-Way Valve 90° se^
Flow Size: Flow
Select Jandy Check Valve Flow
90° Flow Size: `�=�: -
OAN ae9
0Jm 0.00
0.00 0.00
0.00 0.00
"T'd Valve Loss 0.00 0.00
0 3
t Din •• i�a1W
r} •
f INYIYF 1 Y taw Size:
None 0.00 0.00
None _ 0.00
land 8ackvrash Volvo:
t uaPuro salt cNE _
N1Dv
160• InsbN 90° Install
None OA0
None 0.00 '
and
Ft Of watv Psr
r- Pro Series
Na
try 7.ADIAC°
-M w,c 5xat cowo
16•wN-2a'W.Y �aa. MwClik daa
BTaarlieN 8ra6L
NANaaan.
w4 nri MFRPFL
f1A1Pv 1' i0 8' dlOa
Bale aaaaIIlq Pea
La000l)
Vint f4u"C"W�al90W
xmLcite /-eo s
acxax nm
M sauo carer
eo o we nm
Nmaan oan
_M saw ors nR
r
mID .vE 4) sou p,a
BOIw 'fit: FIINt
Ixer tires wParmo elate
torn - - R
roe sax
i
EQUIPOTENTIAL
BONDING DETAIL
ELECCRi(:AL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2011 N.B.C. AND APPLICABLE LOCAL CODES
PER FtARIDA BUILDING CODE ADAPTION
OF THE N.B.C. 2011 SEC. 680.26
30' HIDE z 8'e' HIGH z 36" DEPTH CLEAR WORKING SPACE IN
FRONT OP ANY PANEL BOARD PER 110.26(A), 110.28(2)
AND 110.28(3) OF THE 2011 NATIONAL ELECTRIC CODE
e�tlCi PANIa. 18 V IIOeT �Plgy tp JXa
teAaataRlRa
DlaroNaKr fin nlfx a/sr. aA.. IAA£ POpt OFLII
i_B.
a!F ttGAF-se:tx
c.r l
O xtc a+rxoAo
ra!n Nn u wrvi
awx z: sxuv wo<
}in N
1p� b6 v
N.E.C. 2011 SM 680.22(s)
ELECTRICAL DETAIL _
NOTE: AM ELECTRICAL WORK SHALL,
CONFORM TO N.E.C. 2011 SEC. 080
THESE PLANS AND ALL PPCP08"D WOW
AIRS SUBJECT TO ANY COPAECTSIONS
REQUIRED BY RELD INSPECTORS TIJA'i
Mf BE t�CESSARY IN OND TO
CO? 1P Y W. p.L.L APPLICABLE CNIES.