1721 ATLANTIC BEACH DR POOL23-0009 - SurveysSiteplansTDH_Nelson Rev. 6-15-23_1JandyO
ePump`"°
Prn Spriac
INSTALLATION AND
OPERATION MANUAL
ENGLISH FRANQAIS I E PANOL
Safety Vacuum Release System (or SVRS) may preveintfull body entrapment; SVRSdoes not protect
against hsirantrapment, mechanical antrapment, IImb entrtLprsentandlor ev€s�cetation,
FOR YOUR SAFETY - This product snuot be installed lmd sorulced by a contractor who ie licensed and
qualified In pool equipment by the Jurisdiction in which the product will be inataited whora such Mate
or local regu'sraments exlat. The maintainer must be a professional with sufficient experience In pool
equipment Installation and maintenance so that all of the instrucUont; in this manual can be followa-d
*xactly. Ma re Inatatl Ing this product, read a nd follow 211 +, ming notices an 6 i nstructions that accompany
this product. Fahute to fallow warn Inj) noticaa and inntructlon%may result irr property dairnage, personal
injury, or dem, Improper Inst0laiion andfo€ oration will void the warranty.
improper innidiation ArlWor opentiorl Pan create unw'aa5d electrical herd which Marti
cause serious ;njury, property damage, or death.
ATTENTION INSTALLER - This manual contalne important information about the
installation. opa ration and so% use ofthis product. Tibia information should ba aIva n to
the ownerfoperator of thts equlpmenL
Janap* Pro S n s aNmV + URS lnslaUamrE grid Omat an himlual Page 23
7.2 Performance Curares
ePl.Irlrtp + SVRS Pump Curves
Total Dynamic Head Poundn Per Square Inch
(rest of Water) ;PSIS
',-L
.10
4rA:
d+J
F3
4O
94
ZD
14
0
50
,s
�6
3S
9Ei
20
ys
io
s
0
0 A jq ?p {q w w M w Ba 'M 114 124 LZ M qf* 4iS 176 14�0 EN 700. .21a ;60 93D gip Xw
Vtow FAietl, Gallons Per Minulc 3GPM4
7.3 Physical acid Operational Specifications
Specifications
Model No. I HP
f Yoltaae
230 VAC
I wafts
UY tmg
NetAlLance
JEP'LOSVRS I{l2E - 2.7
I 2.4DO 1N'
- 59.310.
3;aW
Dimensions
1�
NOTE Whan In9taiilrig a pump. Leave a minimum of 2 feet of ciear- rnc* 13bovi= #ha pump For ramvol of Ine filte, !gasket.
JFk
�I
�� Pr fir.�� es
DIAJO&
0
t
Technical Specifications
CV/CL Series Filters
,�m Pall NOI Qescr�puon Size
CV340 CV Cartridge FIllep 340 Sq. Ft. CLS40 CLbarirkh p Filter 340 Sq. F#.
CV460 CV Cartridge Filter W Sq, FI. CL460 CL [Partridge Filter 460 5q- FL
CV560 CV Cartridge Filter 580 Sq, Ft. CL 580 CL Cartridge Filter 580 q- Fl-
CVICL Filter Head Loss Curves
40
26
24
22
20
18
diftefgrr Ig
Hnaa td
Loll R
{fi hcaa) 12
2
4
■i■i�i■ME MEmom MEE�
WRIMMEMEEMI 00.
MENEM MUM ME
NEON MEMO
OEM NE
ioi !F, mr�r��ii�i�ENE Em ME
0 30 190 120 160
CL340 CV340 F39w Rale (gpm)
CLA60 CV46D
L680 Cv5M
Da09n
Pr099Jre
Drop
IpIaQ
VdCL FI11er Spec ifIcatiorl$
29'
FleAfea I11 4607
0*819n low q
3'4p
'.7 90mm
33 gpmfitF
.28 gprFLM'
Max] mltrn Fsm
IV gpcn
1 �P7 Opm
154 gprn
SIK {6} Hour
Cepacily
45r, D pdilan5
54,040 galla�ra
33600 gailans
61ghl (8) Hour
QU,$fid gyll8rl
: �, gadlarrs
7�,Z►O�J zllon
MO'XJIiS111?11fir#1r{f ag
Cspaciiy
45.730 { a[nl
5"5,000 Tools
PrL'sswg
EIghi ($) Hain
CapmIry
G�7,{15Q elloets
T C tl gailaras
Required
a f$SItF eau4s�
t 15fE� �arh}
4 ;1 #S€t` eaehy
ShilyplrogWA ighf
108 ptm
100lbr,.
1121-&
Height (`A')
41
41
47
FcatprFnt
Z6' d�
2V dtamwAi
25' drameier
191 ibs_
drrJa
firde
44c1 -L-
29'
=Oi i Zr&Ra kM SPIKIFFIa" lnr- 5A525S 1 I I i
ZODIAC' is a tegistemd tmdvmari~ o! Z{ Ise ]n194m:60nal, S-A.S.U., used under konsp.
CL3iw +:L460
Ci"0
AFe
.401!'
460#
mfv
Design Fim Rate
- 7 gpnO?P
.26:9
maxJrnum Flow
1279pm
t60-gprrr
lfi4[Wm
56x p8} Hour
Cspaciiy
45.730 { a[nl
5"5,000 Tools
-M,Wq hens
EIghi ($) Hain
CapmIry
G�7,{15Q elloets
T C tl gailaras
7 OG ] C
Maximum Worldng
5Q psi
50 pEl
50 pal
Pres sure
Cariridgea
Required
4{5f62chl
4{11Wehj
4114W1
Shipping Weight
93 ib&
'951NEI.
191 ibs_
Height{'A'1
41'
41"
47"
Footprirot
�—b dMrrgrar
5" dwww
25' ttemeter
q*&I$
Cl1EIC
G1i9Ci9
distance Hetweffn
Bib'
a5'2"
0:5'
lnle! arod Qulier
=Oi i Zr&Ra kM SPIKIFFIa" lnr- 5A525S 1 I I i
ZODIAC' is a tegistemd tmdvmari~ o! Z{ Ise ]n194m:60nal, S-A.S.U., used under konsp.
a t .
OWNER'S MANUAL
ENGLISH FIRANQA13 ESPANOL
Jandy Pro Series
Nicheless LED Underwater Li fe
FOR YOUR SAFETY - This product must be Installed and serviced by a contractor
who is Licensed and quallfled In pool equipment by the ]urlsdictlon In which the
Product will be I11stallcd where such state or local requirernerits exist. Titre rnaiMai ner
must be a professional with su#ficiont experience in pool equipment installation and
maintenance so that all of the insMictions in this manual can be followed exactly.
Before installing this product, read and follow -all warning notices and instructions
that ACCO rrfpany thIs product. Failure to fol I ow warnin g notices and Instructlor+s may
result in property damage, personal lnju;y+, or death. Improper installation andlor
operation will void the warranty.
Improper InstaIIat!on and1or operatic can creato unwanted afectricaI
hazard which can cause serious injury, property damage. or death.
ATTENTION INSTALLER - Thio manual contains Important
Wormation about khe instaltation, operation and safe use of this
product. This information should be given to the owneriGperator
of this equipment.
a
Page
Nichaless Underwater LED Lights I Owner's W.niial
2.2 Installing the Light Fixture
MOTE: Perforrn these steps only after the electrical system req uirema nts
are flet.
1. LS" pipe must be installer) through the bond beam with a mi-nimum
length Gf-14", followed by 1" condilit with sweeps only without 90
degree elbows, It is highly re om nded to use 1.5" pipe throughout the
entire width of the 4ond lie.
NOTE: G&Aefs he4p en5UF@
that candW Is not a potential
leak path For vinyl will fatting3
i,sg both ribber gesicet!�_ For
jaunite and frtxffrglass remove
the sumIl gasket and {ase [lie
large one only.
uuw ?:.a m
45mau agmal
Fkd Gaye,
Sao chart on — —
pap 4for min. A" MIN. FROM WATER
length requirements LEVEL TO. FOP OF LENS
1" rttlr*nLim
dgid Gandult 1.5" Pipe
No 90 degree allwws 1.5'THREADED READED WALL FITTING
Figure 2. Standard installation with 1.5" pool wall fitting
. Snake the 2 -Conductor electric cord througb the conduit outlet of the
wall f`ittlug, into the ci nduit-and up to the location of the 12VAC pool
transformer. Cut off cord - vs-a.lio-wing for service -and length of n n to
the tr. sfonn . 18"-24" of excess cord is recomended for the service
10 op. Pull the -fixtum snug to the Wal Ifitting.
NOTE: When rasing a 1 112" M1P fitting on the back of a P-1022 or
SP -1408 Wall Fitting, the interior of the Spears and Dura MIP are too
small for use w� ith the Jand Pro Series Nicheiess LED tights_
3. Using the included Lens Key. thread the
tight into the wall fitting until it is snug.
€'lcase provide the: pool jo wner with
rmnimurft of 1 key upon job completion.
A
yttt�t�
i
TAquaL1n1,('6'2.0
EA 5Y TO 5FLL EASY TO INSTALL, CASY TO lost.
NEW & IMPROVED
}ster & easter installation.
M -Ft setUp
VI -F# performance
Ni-Fi routes- cornpatibillty
41 C
_ .T -1� R, I
41 C
EASY TO SELL I EASY TC INSTALL. I EASY T.0 USE
HOW IT WORKS
Your
Internet
Router
tcryp4blc W111 Mirlvaily
ad rq? a&ntW Wm
AVAILABLE CONFIGURATIONS
1020-A IAquaLink Kit Includes'
MquaLM 2.0 Web Connect Device -
5 20-14S IAquaLink Kit Includes:
IAquaLln# 2.0 Web Connect Device.
fvla3n Rawer Center Bard "
�r AquaLink RS Nrmware Upgrade.
SELECT THE CORRECT
IAQVALINK 2.0 UPGRADE KIT
We pin J020 -A to upgrade these systems;
■ Aqua Link PS - Rev R & newefi
. Aqua Link PDA - Rev 6.0 & newer
■ AiguaUnk Z4 - all revislorns
Use pM I020..RS to Upgrade these rys#ears:
■ AquaLink RS - Rev QQQ & alder
Aqual.3nk PDA -Rev 5.0 &,older
iAquaLink'n
.
lAquaLink AquALinOD Power P" system
Web Center
Canrat�r.t
EASY TO USE
' Operat# AwsaLlnk ccntroflers trim
enyw"fkk using any we#3-Gannucte:1
computer. -irnartphme. or toble[.
• F=Me #ppb avaDWe for Apple`.-. ArWi'O N,
i3nd v#rtually alt other :afrert devices.
■ Can be, t,sed with m0V exisrtnq
well -mc), T)tmt n wIMiess AquaI!rrk ustr
�nterlaro..
■ 5ervlee pros can Ifou bleshoot 46d wtup
Aqual_Ink RS systern 5 rewmoSely, using just
a ;Martphane, telllet, Or web browser,
Zadl'C P"t 500toimBL fns
.&ww.?tdiscPwISr5Ia m �,1-nen
tiVSif1+r.€ C 17{lSlk.t.UIIIi[.'o0ffi72 rGIt+J11L
zodine Anel 5y_Sh 1!b Canada, Itrc.
2115 Switli S, ; ' kX RgLld Unll #.-:z. {. a# yililp t'}iJ
CulfStraam Detailed Spec Sheets
Detailed Specification Sheet
Andel Num"r I HE110-R-A
G&F Part Number I HE110-I -A
Trade/Brand Name Gulfstream
COP 80/80/806.7f 110,000
COP 80/63/80 5.9/99,000
COP 50f 63f 8i} 4.1/66,000
PAInlrnum Circuit Ampacity 37
Main Time lay Breaker +40
Average Running Amos 29.7
Voltage 208-230
please I
Meru so
PI u m bi ng Sipe Z" Uri!on
MinlMax Flow Rate 20-70
Recommended Flaw 45
Fan Motor .D4 HP
Fan Laad Amperage 2.$
fan Speed RPM 825
Corepressor Type Scroll
Compressor HLA 76.9
Compressor LRA 145
Rafrigerant R410A
Refrigarantf Factory Charge 3-7S Ib5
Design Pressure HI/Law 500/200
Unit Weight M Lbs
Shipping Weight 255 lbs
Unit D mentons31"x31"x34"
Fact Print 31"x31"
Shipping DImansians 33"x33"x43"
AHRI Test IngCertilkation 3694128
ETL Testing Cert lfimon C
CSE Testing CeOfta#Ian s]
Picture of Mode$
Un Ions Detali
DISCha e Onerling 10" O.C.
r
v Di!gharpe Opemitiiz 2" Froin Base
Head Loss
,ry
49
rg
i
$
�� T T� F -i
1 T
1. rL
. - s
5.0
lb d 1L5 13 $ 16-1
1
5 6
-20
TCLH per tt
€� ur Ir�i G�hrl Lu,ear I +�r�r1
(=N4[D
7-3/4" NOVA POOL DRAINS
Clutp 25513-26X, 2,5513-4XX 25 51 3-5X,-2-5513-SXX, 25515-5XX, 25516-26X
25516.4XX 255.16-5XX. -255.17.51(X. 251539-5XX, 25539 6}0(, 2'5548-5 C
VGB
t�
r-uxMM0.lhlq&O-Wo
L&-...
,m�.ym
Read and keep these i nrtru£tions for future reference.
Always plumb and hostel I all I suction f lttings according to Illl building torte that apply In your i re&
GR -2008
COMPLIANT
WARM NEE The sucrk2n fx{ k g arrd fasterws.StMW be lnspetted foe damage or tampering h, am each use of ihe faciHiy-1I thQ !'itt1nWt0"r i7fe4kS, .is darrlagej,-or h5
miss�ng, Out the nysim dawn irnnnedinTaly, tw4"nqr hinken, or trarkeil Sir#aon fittings must be rnpiaced berme using. this facility. Vse of 1hs sygrem wit lh damaged,
loose, ar missing COWLS -'tray f4�.sult-hJ serious rrrjury Of ddffih
WARN#Ne- Nevar.ex4ed the maxis rrrr ailovrable flow Fate stated On the surt'on frrskng. Irl the evert h that Out? 5uftioll oullpT is compietely blocl ed. the rerna!ning
suetloa uude[W smving that gys:tern MU5L have a flow rating capaNa 01 the full flow of the pmfiNs� for Ike xpealfie uxllan 5y3t m.
CALMON: Children should never be lipft unattended at any tirra In a swirturrmrq P901, spa, or t kBJAM13 Be sere the ternperalu re of The water nearer en-- eds thg
a mint nmmr's #etammen fa kions
The maximum Ilow ralirig ftir ft �wNon ftflrut with 1S' plumbing is i is GPM lWsliy and 140 .13M (Roar). thc- nlaxamum now raUngfoe.this suction fitting wits? 2 -
Plumbing is 11'a i pi i ( f! arced ISO GPM (HcorJ, This suElian ftliny irL 40
deist meal #or inssalratim an Side wait or floor. hot Sum or " La53
4 4f paolSin�pnJun{- Jpnxl7h
tion wish at least ur,e Oil urti4i4 frtting per pump, E)0 MDT adapt suction
fitting W any pure sire true II er than ASTM 1$' SC14 41) FVC- Feld bull! swnps 1tl
th"d be ton&1rutted per ANSI�APSP-16 Figure 2 Ewe bEbvv) found on page
5 of tl1e Standard- t'.anuct your r" pool and spa pr05es5iarr1kf far air
wifterizirig instn teons and reCrSrttrR"a#ions. Open area of cavar is 1437 °
In rtOw 4Gvko 7V # t
Tools Needed: Phllllfds Ktad Svmwdrivex
INSTALLATION INSTRUCTI0N5
1 lnstaa sump ptevidled gr coristrv%t sump p$r
ANSf/APS?-l6 Fi$un= � (See twliuw)
tf Y]]0U fW k i P 15 pl`OVidW. secure ltfn C0FKf'Etd ar oMtar.
Use mountdng if rem to gi- r iGvorto 1r,3me or -pump
c±uw.
0 L - F� dwoxs d.�
.1r1 �m rt+m4�+fw art ■��+s
My FYMt• iak L� w.Frr sypFN t+r r�r4
fi]}}if�r Air+'
INSTALLATFOiN NOTES:
1, MouTa sucTlen outlets on t1w walf or hoar. Do NOT locate sucbm okidew art
watirvq areas or on bmkimistffr saesia59 areas -
4 Always lase mtridpk srrdon avOLts dQ NOT use with single drain appli{attang-
Use with rif—klp drain apphextioms Will void any and all —k—vie
3. Wher. using two ar more suction fittings ort a tofrrm n luction tens. Suctagrrs rust lie saparated by a millilmurrr of 3 It or t?W+ rnult tet located on two different
:planes 0. one An QoW and One an the walk!,
4. TL)reduce lite rlA cFdt4wning.frwm hair arid body 1lnuapmelrL Install fLUa0h 60ng5 Wlth a rrrarked flow rale in ga pm par minute that &Veee& **flow rate (d-
yoursys#arn by al Ieasi 25%. ImFeo5ing Pre of the pump may rncreask Row r of duction ba)mnd Fated safety 100 4 r� Causing entrapm.�nt or death
CTAP drain ct]*M are orF1y rertifierl fw mss with CMP sumps and frertte-, DR nc# m'STFUlth with part; from other manufaciumer
0.+�Rrn91 �,rr'- rl,a'oma,ryretM4��c,rrn5rtnroaoFy.
REPLACEMENT PARTS
'glare wiHnn 7 kMta11&d yeaF=_ of immedreirly upnn -wiener *1 dngmr Spur, or damage.
'm' indkazm ed r, isieca dirph 04, bet' cffhdog Ito cater m.%s n s
25513-26 -25513-;4XX.
25513-5XX
$ump 1!&'
fl tLffnp ?5573 -300 -♦710
Sump 5613-X10.410
Plug 25513-2.50-€320 1' a 25513-300-00
45lsu1 253 4 05fl•4i0
Cover 25534-71(y-111 Cuver 5-;k9-7XX-t l
Cover i 54339-PXx-Ofi 1
St" 6TW4-D 3-212 Screw FF140a- -4?1�!
O -Rimy o'I�yOR•359.355
srvew
25515-5xx
25516-26
5Ldmp 25513 110-0113 �,Urrrp 351 -trio 01
srrmp X5516 5Ea 4io
Fluq 23524 {1550-1710 Mug 25520-040-010
E41011slon 25516-000-4-10
CoveF Z5539 -7XX, U1 1 Cover 255�5r-TXX-131s
Rog 25513-2�f1 i324
4-wng 26100 580 355 i; '. 532-7471-000
Caves 255'3144X,1111
5E(2w i+SUO#-4 3 211 Gaiker $1' -UQ 011
Scr6iY StJ0�k01l3.21
Reduter 255 020-440.
25515-4)Oi 2 57 -5
25517-5XX
5unlp 25516r300.011) Sump 2551fi4013Q-Oi1;r 5WnF X5515 000410
lwtCf)%40 2"1tIr-I M-019 fX10"SItm 25Si5-00d-a2{l
ovw 255��77(M-011
oklo 25�-1340b-DZ0 PNQ 235 x354 -R51
Em14`ae? A$ 025
Cover �S5319--7XX-0II Cmi4 2553}-7X7;-011
Strew 51110# 463 2rtZ QL-Rtrrog 21510Q-5,80-355
Screw 155100»4-083-2-12
25.539-5xx 25539-6x
2.55 5X)(
PAA* 2555313 440.026 Framm 255.39-1CaD-Q10 f" 25532 7t}}ifiOU
Covet 25:5.39-7X5{-0 11 Cerv;Tr 2553 -7$:71-011
C.ovor 35539-7X.1[•011
j'Cmw 61004.453-212 $crew G105d--O4B41§
Straw 61004,M412
a
Hair of icy partsbinikipg the spa or poet surtiom may became trapped and hi:k# agalnst the sLrelian fittIng. Kelp hair ahlrf Clothing a
rrrimirnum Of 32 inch@5 from 311 suction fittings and vlra:M3 at all times- Entraprnent against thL- sur-tlun finings can result in drawfring or
mllef seyefv injury, hlever sat an or lean tip against suction fittings.
#xt� CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN. GA 30265 1 WWW.C- -ECRM
Exhibit 1: Silt fence Construction and installation diagram
IIT FENCE
SEE FENCE JOAT I Fk GMPACS'ta EJ1T41 FUf
�CC7kQFi �g 11 1 � a
_ 40 _
FL.�
`
' L�NL 1 �R9tFf.�TdO,
�AlS:E ++bS A
IJPFORI FENC:F *fib
Yz"vrim
VW IN(' I4'MA%,
F£NCK Pc;i5 DRNEN
1r1M 4SF13rJ 3 I WN
1 I +
1 1 GEUTEXTIU�- FILIE FA
I 1
s F 4
1 I y
} 6"ANCHOR
TIFN�:Fi
VRONT VIEW
)I
w
—r TSl1pPUf FSC
I' MIN
11-0-11-7
F.. X 6..
AN 1&':;RTRENGH ,PILI FEF-EJCGNr
SECTION a -S
50Urf : Adapted from Oakland County (Michigan) Erosion Cuntral Manval
SF -5 v2012.12.5
SILT FE41M 9
DFDTEXTILE FILTER FAHs'xIC
%�FASW 1D BE
'FASTENED DN UFHILL SIDF-
WRAPprtL7 W
TE]WARDS:EARTHDISALLPr oro
FENCE POST
h
RIME OF GfjWAq/4 TED EARTH
'
y— IFLEfa
OF FILE€R
A9RLL'9W
sFr 01
7LT4:gRCrL;
11-0-11-7
F.. X 6..
AN 1&':;RTRENGH ,PILI FEF-EJCGNr
SECTION a -S
50Urf : Adapted from Oakland County (Michigan) Erosion Cuntral Manval
SF -5 v2012.12.5
Construction Guidelines
Construction guidelines in consecutive order are.:
1. Dig a sIX-inch trOnch at equal elevation (parallel to contou?- lines) at the
.dowrl.slppe edgy of earth disturbance (avoid placement an steep slopes);
2. Unroll and extend silt fence along trench- line. Orient fence such that the posts
are down slope of the fabric and lath (Le, storm water will push the lath and
fabric against the post);
3. Tura encs post 360 degrees so that fabric surrounds the. post;
4. Pound enol past Into the ground at the downsiopye edge of the trench until the
top of the six-Irich burg flap Is Aground elevation;
5. Contlnue to pound in posts consecutively starting with post adjacent to the end
already fnstaIled. AssU re. Fabric is as taught as poss€bier
6. loin consecutive rolls by rolling end posts similar to item 3 above. cross over
the end posts or place them side by side and roil them (180 or 360 degrees).
Drive the end pasts together;
Backffil the trefth and compact. Jf posslbl'e, leave a compacted ridge of'soll
along tht upslope edge of the Fabric.
kcceptabte alternate construction methods lnclude:
I. In situations where the bury flap cannot be trenched in, back -flit and cilympiact
ager the bury Flap. dote that this method is less effective acrd rn oTe prone to
Failure;
-2. Tn some cases, It may he advantageous to c6nstruct silt fence in the field; Le.
fab,0cf posts, and lath come separate and must be put together. The same
construction guidelines apply;
3, Silt fence Installation machines may make the process of installing silt fence
easier. The machInes "slice" the fabric into the ground, thea posh and lath are
manually installed.
Monitoring
Silt Fence should be inspected at least weekly, immediately before a forecasted
runoff event, and after each runoff -event from rain or snowrneit. Loo# For fabric
team, post failure, undermining, sediment build up, overtopping, side cutting
around the.silt fence, and areas damaged by construction activities.
SF -.3 V2012.17-5
MAP
SHO WNG
SURVEY
OF
LOT 28 OF ARAN 77C 8EACH COUNTRY CL U8. UM
TWO AS RECORDED 1N PLAT BOOK 67, PACES
132. ?JJ. l -K 135, I36, & IJ7
OF THE CURRENT
PUBUC RECORDS
OF DUVAr! OOUNTY. FLORIDA
ffaw
r
CER'DRED Fly:
Gregory Ne(son and Me" Deftlt Nelson
ArrreMs Bonk
Gibrolkor Title Services
0(d RepuoJic Nationca Title Insurance Campcny
CC.
Ste^
LOT 27
MST, 1 CE
F-F,EL-(11.2)P
3'41'16"E 76.00'
I D' BRL
LOT 28
4
• L
4 i
r
7,5' J.6r.A--Lr (&9Z
2-STURY FRAME
RESIDENCE * 1721
RF.EL=(12. 15)
O
4!
I
0
J
SCALE
I
lu,
hto,
�� 36]
s'—X �pgs r€rr�
0 PROMrte' #roar r,qr sir
_ .
�� --
Ld
ilFrir J alfa i a Az=
O
.
a'n
f � irx
ur
o
�
Drawn by
WIAW
a
RICHARD A. NUER
r
RROFESS4 NAL LANV SLfflWyVP-S-
i�
�.
LST
��J�
`
felt
� M - 7126
.5`.t
EX4ST. RESVENCE
Na.l
F.f.ELs(i2.3}P
GQ
T'
l�
LOT 27
MST, 1 CE
F-F,EL-(11.2)P
3'41'16"E 76.00'
I D' BRL
LOT 28
4
• L
4 i
r
7,5' J.6r.A--Lr (&9Z
2-STURY FRAME
RESIDENCE * 1721
RF.EL=(12. 15)
O
4!
I
I
F70
PCOCH
t
1�• It
RECLAJMED WATER VALE 832" �6" 50.00'
. ❑ WA7ER
WATER VALVE METER
FIRE HYDRANT ;
(8.5090 . ' , , e .I , (a,72)fic
ATLANTRC BEACH DRIVE
SEPMAER to MQ: FMW -SUP VEr r2026-316-8) AAE 0' RIGHT OF WAY)
AgYr X P=Yt SFAhr• rte{ PAowSF trr f f2M9-39f--9 WjW
fv4►MW 14 20$k rc�UmHDOW SM4tr 1 -MI-41 AAE 7422?-"
NOVEW89N 2. f* LOT & HOLr-tE STArfEWr Of9-•JB-J) DEW 14=-9
,IXY 24 201* ACIP r�APWC Sl1RwE-Y S7TE {20� LJV 2) WN r+w-s,
S fT aFARS rMF SAQVA RMLe 4rb *Lr SAL *Ai= SFS Or A aOWA VCE 4r" SL WAR MD akar r7r r
PLA 7 07 FAP rs F�3f +rA'� 7avAl PL+ OUL Y, AND AS Myt VAL16
t 6loigR are agora¢ cm hoe ow(w(Ow PCWm aF fha Atkntle Rogrz Offen (SJdF7r2M
Z T61A If a NOMDAfiY -gATW !
Oewtima Maven Crura {MO) rear to Na•7h Ammicun Vkrffru+ Butua"
of FM eAfA M Wj
4, gp a-Cpha* P&hblj the +rrrfdr'lt' wawa heregn r.eff kffh3P ZQA& '.Y'
oa rhohm an th a Erner xcyt Agency (rEL.M-A,} AfafTwo; t7ood fn:urwLa
:2;
a.+tsa'd rr r�rMc jnm
�'rrr�rMrni mal Number
rZ�7,it -*4067
I VAF* a omanr sa naW any pwrtkn of the pored hf ori may hd dfrmad a* h6LA n*.
Dy S{ars .ur Onwr+rrreetc0 hoar not bew datW7akNPd oad arty rIe�ery nmif aw
theraRlVrt Fa "t me rmwn � o► th■ ��ed
8. Thr►a n►�j► br ffrrtst�u ms or F.ararnmlt of fiacavrd ■bediend br full fi=" ff5M &at
rrar++ oat faasnMhow hwam.
AswwwAmvs nm? uAY 4w tp= ay arts sxu 'r
�r N14Aof+r Dff"7M As WAnO r * rrrrw
F 7jrgtr f f„tra a+ 1°b!r)f t are samm"
P +R-dw- 4;;; f rPsrt wer 1,6co enj RLS �erad laird $urm w
P -Q �Ppa4P,r DO 9&oft MEPs Ehcerk AurhariQ
P MAP
0 of :f "=Aa,.r
,f# FoR►t oI i7+r�Mrs* { r wram� A r wCON& €*1SV4lor!
P,4 PrAlf vt kPim f Ok Orrrhwd Uoes
iP W RW* or m2y F&M MCMW.& a
Am ar"10 oqrnF'Ana s.Terarar
i�mk efk6 Lisle
La
c,
TOM -
P.C.P. (P.I.)
A= 0 *00' 00"
5.4 0'
L=39,27' 7
CttB}}=N77`41'16"W
CHS 5.36'
LEGEND
0
'
SCALE
lu,
hto,
�� 36]
s'—X �pgs r€rr�
0 PROMrte' #roar r,qr sir
_ .
�� --
�'
ilFrir J alfa i a Az=
Pago
;
ur
o
La
Drawn by
WIAW
RICHARD A. NUER
& A,.r'-'SOCA T '.S
RROFESS4 NAL LANV SLfflWyVP-S-
i�
tx4J7 CENTRAL PARKWAY -';WYE
IDT Far
Lr)
#
I
F70
PCOCH
t
1�• It
RECLAJMED WATER VALE 832" �6" 50.00'
. ❑ WA7ER
WATER VALVE METER
FIRE HYDRANT ;
(8.5090 . ' , , e .I , (a,72)fic
ATLANTRC BEACH DRIVE
SEPMAER to MQ: FMW -SUP VEr r2026-316-8) AAE 0' RIGHT OF WAY)
AgYr X P=Yt SFAhr• rte{ PAowSF trr f f2M9-39f--9 WjW
fv4►MW 14 20$k rc�UmHDOW SM4tr 1 -MI-41 AAE 7422?-"
NOVEW89N 2. f* LOT & HOLr-tE STArfEWr Of9-•JB-J) DEW 14=-9
,IXY 24 201* ACIP r�APWC Sl1RwE-Y S7TE {20� LJV 2) WN r+w-s,
S fT aFARS rMF SAQVA RMLe 4rb *Lr SAL *Ai= SFS Or A aOWA VCE 4r" SL WAR MD akar r7r r
PLA 7 07 FAP rs F�3f +rA'� 7avAl PL+ OUL Y, AND AS Myt VAL16
t 6loigR are agora¢ cm hoe ow(w(Ow PCWm aF fha Atkntle Rogrz Offen (SJdF7r2M
Z T61A If a NOMDAfiY -gATW !
Oewtima Maven Crura {MO) rear to Na•7h Ammicun Vkrffru+ Butua"
of FM eAfA M Wj
4, gp a-Cpha* P&hblj the +rrrfdr'lt' wawa heregn r.eff kffh3P ZQA& '.Y'
oa rhohm an th a Erner xcyt Agency (rEL.M-A,} AfafTwo; t7ood fn:urwLa
:2;
a.+tsa'd rr r�rMc jnm
�'rrr�rMrni mal Number
rZ�7,it -*4067
I VAF* a omanr sa naW any pwrtkn of the pored hf ori may hd dfrmad a* h6LA n*.
Dy S{ars .ur Onwr+rrreetc0 hoar not bew datW7akNPd oad arty rIe�ery nmif aw
theraRlVrt Fa "t me rmwn � o► th■ ��ed
8. Thr►a n►�j► br ffrrtst�u ms or F.ararnmlt of fiacavrd ■bediend br full fi=" ff5M &at
rrar++ oat faasnMhow hwam.
AswwwAmvs nm? uAY 4w tp= ay arts sxu 'r
�r N14Aof+r Dff"7M As WAnO r * rrrrw
F 7jrgtr f f„tra a+ 1°b!r)f t are samm"
P +R-dw- 4;;; f rPsrt wer 1,6co enj RLS �erad laird $urm w
P -Q �Ppa4P,r DO 9&oft MEPs Ehcerk AurhariQ
P MAP
0 of :f "=Aa,.r
,f# FoR►t oI i7+r�Mrs* { r wram� A r wCON& €*1SV4lor!
P,4 PrAlf vt kPim f Ok Orrrhwd Uoes
iP W RW* or m2y F&M MCMW.& a
Am ar"10 oqrnF'Ana s.Terarar
i�mk efk6 Lisle
La
c,
TOM -
P.C.P. (P.I.)
A= 0 *00' 00"
5.4 0'
L=39,27' 7
CttB}}=N77`41'16"W
CHS 5.36'
LEGEND
oe
9-J-16
SCALE
m
hto,
�� 36]
s'—X �pgs r€rr�
0 PROMrte' #roar r,qr sir
_ .
�� --
-
ilFrir J alfa i a Az=
Pago
;
• t8r ,
o
Drawn by
WIAW
RICHARD A. NUER
& A,.r'-'SOCA T '.S
RROFESS4 NAL LANV SLfflWyVP-S-
i�
tx4J7 CENTRAL PARKWAY -';WYE
IDT Far
W4) 7$1-vm
,e, eX-r d 61LLE FLnR?5 5 3,x24
I
F70
PCOCH
t
1�• It
RECLAJMED WATER VALE 832" �6" 50.00'
. ❑ WA7ER
WATER VALVE METER
FIRE HYDRANT ;
(8.5090 . ' , , e .I , (a,72)fic
ATLANTRC BEACH DRIVE
SEPMAER to MQ: FMW -SUP VEr r2026-316-8) AAE 0' RIGHT OF WAY)
AgYr X P=Yt SFAhr• rte{ PAowSF trr f f2M9-39f--9 WjW
fv4►MW 14 20$k rc�UmHDOW SM4tr 1 -MI-41 AAE 7422?-"
NOVEW89N 2. f* LOT & HOLr-tE STArfEWr Of9-•JB-J) DEW 14=-9
,IXY 24 201* ACIP r�APWC Sl1RwE-Y S7TE {20� LJV 2) WN r+w-s,
S fT aFARS rMF SAQVA RMLe 4rb *Lr SAL *Ai= SFS Or A aOWA VCE 4r" SL WAR MD akar r7r r
PLA 7 07 FAP rs F�3f +rA'� 7avAl PL+ OUL Y, AND AS Myt VAL16
t 6loigR are agora¢ cm hoe ow(w(Ow PCWm aF fha Atkntle Rogrz Offen (SJdF7r2M
Z T61A If a NOMDAfiY -gATW !
Oewtima Maven Crura {MO) rear to Na•7h Ammicun Vkrffru+ Butua"
of FM eAfA M Wj
4, gp a-Cpha* P&hblj the +rrrfdr'lt' wawa heregn r.eff kffh3P ZQA& '.Y'
oa rhohm an th a Erner xcyt Agency (rEL.M-A,} AfafTwo; t7ood fn:urwLa
:2;
a.+tsa'd rr r�rMc jnm
�'rrr�rMrni mal Number
rZ�7,it -*4067
I VAF* a omanr sa naW any pwrtkn of the pored hf ori may hd dfrmad a* h6LA n*.
Dy S{ars .ur Onwr+rrreetc0 hoar not bew datW7akNPd oad arty rIe�ery nmif aw
theraRlVrt Fa "t me rmwn � o► th■ ��ed
8. Thr►a n►�j► br ffrrtst�u ms or F.ararnmlt of fiacavrd ■bediend br full fi=" ff5M &at
rrar++ oat faasnMhow hwam.
AswwwAmvs nm? uAY 4w tp= ay arts sxu 'r
�r N14Aof+r Dff"7M As WAnO r * rrrrw
F 7jrgtr f f„tra a+ 1°b!r)f t are samm"
P +R-dw- 4;;; f rPsrt wer 1,6co enj RLS �erad laird $urm w
P -Q �Ppa4P,r DO 9&oft MEPs Ehcerk AurhariQ
P MAP
0 of :f "=Aa,.r
,f# FoR►t oI i7+r�Mrs* { r wram� A r wCON& €*1SV4lor!
P,4 PrAlf vt kPim f Ok Orrrhwd Uoes
iP W RW* or m2y F&M MCMW.& a
Am ar"10 oqrnF'Ana s.Terarar
i�mk efk6 Lisle
La
c,
TOM -
P.C.P. (P.I.)
A= 0 *00' 00"
5.4 0'
L=39,27' 7
CttB}}=N77`41'16"W
CHS 5.36'
LEGEND
DATE
9-J-16
SCALE
rows oorl� err
hto,
�� 36]
s'—X �pgs r€rr�
0 PROMrte' #roar r,qr sir
_ .
�� --
-
ilFrir J alfa i a Az=
Pago
• t8r ,
C mp.gF riBC-,LPL2d.drr+g
Drawn by
WIAW
RICHARD A. NUER
& A,.r'-'SOCA T '.S
RROFESS4 NAL LANV SLfflWyVP-S-
tx4J7 CENTRAL PARKWAY -';WYE
IDT Far
W4) 7$1-vm
,e, eX-r d 61LLE FLnR?5 5 3,x24
felt
� M - 7126
.faatf moron
$r.' - V-
mLt1AE# .4
LAND
X Na 5643
M
fi�00th+ 31VOLAi&M WNmw75-GwT
wMK5 vaw-u 207ek pvfflw
to r+rttd aurtS YdN07f C trta +dvn 1
r�py�r3rdr v w Aw r sr' raIWIV row r
Ycwa�r 3wor � fns J� pvr
�v kiw nr aw a 3U? M 3+-0NtiS o�w
seel - l 6�W vpj
t ai va%v ! 7Titi A05?ow
gvs-J$'z (006) XRI�
G50
X441 -A(VAM d 74'WALRJ £t6JI
S&GAAkbfl75 0?&7 71N0�5S D.'fd
flff IDNIddYn
ONY 9NU3A.Vn 350&73tY
ey-I 'dwoo
w//��z�v-T AUTW W : t
amrifu Aw li" N2LGFRQ •
Y
T
}
IR 3dW ".VX sXarcWg Q
ow
offor3toa
JAINNrM
_..
Pvos
91-f-6
-11 vQ
0/0037
# ' 2=H
. ' C=l
,00'92=1
. ,0 .0 =V
(T ) '•M'O'd
alJMLIMupuoo
adv --q jkQWIX"3
syont'a RDun;atj F DLN-wa Xj w 40 aAod 155
nvnb�r WIL,.7.-r 7 JXMH p
slanba smyu�{ r
4W47 P -W -E7 -?W Uf -KMjf4 io i t Tc?
voispno,'ol a h� RMj&L ?O a9 fo w � �-d
-Lhw?pwka * a N 10 �d 1 d
+rayfray 7rr as aLuaa� K3T Os9llxYba9 jo i 7vd 'SYYd
la{e arrg ALO] A+�# . ] 2f jusu ►ww sIwsJay ?&0+0 el 7YkJ'd
99wWna P---,7 -37 Mvd PJB 1"MM uAGtr :'d
UaaP J-* Lwow U"0 4ev aaorl
JVQ MOOD M afui +'# FQ.ILWp)A4F 91 s7944rs"3 -V s-,?4.2p;say im +[a- alai -q
.pLWu4-span aW Iu p 0rjkyt�5rK0w. 4w ;aa �-)!40-1j
-6140PWal �ou f7Agl KidD ypRlia-02U"q CV SOY 7sa}LraEr joOuvuriLMAD} 1p Sa9k$ 49
SPLfiRm s4 J gwfpp o'4 Ao+ 0840 9W fa E -F; d 4w ' ?Mj off qua rcaxn -Sr
4 d 4 'wrAvod
aaera.+r„cul puff lauc'#mJ Y-VN3 Avoov )Loom fmory 4,uLIH Mu:? Mjbpa3 MEN un Shoo" so
.X_ WMZ + VitA 44YJ uoax7y u,Rarls Xp-dnfd ayJ s(ft* 15~ :q+fg�,tJ "8 'J'
uv7aQ �Hsyti L'�.7rl -V WAN v] -)- (OW;) i
,(& "Mia a S C"S 'r
X34.&M .{w'J4 Y06 a s� '?!LU ;�r
0,S zz-*x 1 atua WDV 017++DNY awi �o a,.ao auu-runs a4i vo pggDq a w sb%mv -J
-❑f?M. St ONa i4 74W S3SOd;Ynd iVNM VAWOUWS Y02 51 4V`H eO Iv7d
7M3 7. NMkOeJ 3rtU '.S&ddyfl' GNV bUUKWf g O3,4N -jaR VOAM011 r .0 7vm aiElva 7hmM oSV x+42 aNip rwrgrs 3#J sxa3d It ss3m,)
OL-PaiJ Wid 3JWA3'4r4ft XfdraWdl 15f . •sW AWF
s- *r M30 (r-of-9icz)Jn?3wls 35f?oji -v 107 $f0E 7 213 �oN
GZ -z l -7VV (r-Jsr-gray') AIA,6 s AdMVC or 03@W—MON
AM (9 -19f -9W) Nn d.14Wd02 Rr ,ION 3JrY15 VZOa '99 3wr
INCI HZ)V38 OliNVIiV
C
3c ,00'09 - ,9.144*6ZCS
-FVI1 ��
P3
Sd31S }
F- FFfJa
u
L4
_ c
Ca r ' d 9
rp Alva
088( S -U)
,.—ANvHMR 3NU
U IAIVA a3YVM
�lm- -NA
VM MRIYM
115t 3--V37 ,g,4
N
41
q}
r 17
J
cn
�ruas
n
TZ'
M
2 co
m
r*i
rr. c>
t M
-1
-p�
,#
C)
`
X
0
oro�id
q 0383A03
u
L4
_ c
Ca r ' d 9
rp Alva
088( S -U)
,.—ANvHMR 3NU
U IAIVA a3YVM
�lm- -NA
VM MRIYM
115t 3--V37 ,g,4
N
41
q}
r 17
J
" t
rn
�r a�
3'S ] - 0SOdMd 3V •)NUSIX3 W141
�.} -A'S 95� = SN3AV03SOX dd
A'S i5z = {'3'S 4p0q]
3'JY3k m dliv h -iow dmd
,4'S LSVIP - ONUSN3 'MDI
'PS r�`CS= V3�l+F��AYM?MA80
is -Gcpl� � "Niaddyn
'A -S BZ1 lDWd INDW
3'S- SIVI -, 3IovbYJ
,Y& M7 - HOO-4 1S[ 'rte+ 3v sSoaa
j -s ys ' _ (toy -jrto�) -.i_ x
Si TtOTIv t3av S=vr Ijwi 'XYPI
Z
M
Xd 5-6
1
qz i l }+'� .K4 i I d(VO k
,00'9L 3.9t,17.
G29d inn KSiw
IVNDitYN83INI -48fU �IU3H1h S-diiill
33NM634 1*17031
LZ 1
AuadWOO �;*ua.mstll X11!-. IOUGRo .aj[gnda?j pl()
7jua� sElawy
�q� Li�Li1L2�.
va/ 7i A-LNnoo 7 WO J0 SC78003U 0179nd IN38�M 3Nt . -40 M '9p [ ' ri 'of ; fr i
03 ted 29 ?1008 J V7d NI MG.V09J& Ski cmi -LfNn gniq A&Nnw wv38 zxiwuv 3o bo 167
3:1h130�S�21 �lS�h'�
1-1
L LU
F-
Wa
ui
C W
0: .wi
LL
WO
00 tn W
co W in
# 2 I-
lI) Lj
LL 0 w
Ln �&
LL LL �y
J ' , FFA�YY L
+
W m
LU T -
Td l
o
z J
O O
❑ U1 0
W
4
Lu CO
+--+ " r-+ 1-4
Www
WEU
62 LL
CL r rt
V +
co
iLl
ce
Lid Lj)
z)"m Z m
It
w Li
19
LL LL.
19 Y -
ti
iia
fT w Vi
W' 9L ;,
�a < 'JY
T
J
'�
z
�F
.-u
�C i
Lo
rW.
ML-il�!
z
}VEd.Y�
k-ko
2-
Na. - o
s
.� w
r y
M
LL il3
Y�
LT-
J
LU
Ln
U5 L'
J
'�
z
�F
.-u
Lo
J
LU
Ln
U5 L'
nn
'�
z
�F
Lo
rW.
ML-il�!
z
}VEd.Y�
k-ko
Na. - o
Y�
LT-
uJ
z
w
z
WWI W
Mtn 2#Ef
1a,.uo
1 -
m .2M
LrJ
r lI .I I I;
CL T
►. CC d - i
W A. tbbt9
rain. G q I Ed :F 4
rP�
aa�
SW't
r
2
IIYW .9d
L�
r
U-
I..F
0
J
OL v;
f7
yLL
H
..�
�.
m
+m
oI
Ld
T
�Q}
MCE
�
—i
J
�Cl7
FL
D �
D
LLL777
b 0
�
�
ups
�R.w-0
�
y �
0
ur
2
Q
W
0�.y
CL
J
ply P
:5
1643
s
l G
Ed U
#@
LU
w
r
m
CL
g
m
I
lei O'
w
OL
a o
FL
WLL
Fj
is
S
a
UJ
7-
Lr
z v r
r
Imp fft
il
C7
OL
f9
5!+
.a
m
1 2 3
0 {5
Q
{�
b U
IEU
yW�
O
_
m
+m
Ld
T
c
�
—i
J
�Cl7
FL
D �
D
LLL777
L�
'+•-
�
ups
�R.w-0
�
y �
0
ur
�-j LLJ�C
W
0�.y
CL
J
ply P
:5
1643
s
l G
Ed U
#@
�-
0
g
m
I
lei O'
r' Q
O a
00d
'
is
S
a
UJ
7-
Lr
UJ w
Imp fft
: a
a � # o ws
W[moi {
in iw
5a
EL En
rz
5 _ Ly
w W
p pp w . V}�J r: x �
Au
S.1 F d u�
a w'_ o
O-'
11.3
tyz i J�I'D rg m '°C``�+3�i 03118,}_�llg�+
.. OF lIJ J �j ' y}� � w WwIE
w } Ic
�O X49' J—¢ y�Sr{�Q�F m
2 JD} �_
LU lu
LU
ILL d Gl l3 � 2 � {,p 0 In
� . r u! O S SC �7 W 0
i:}GT} fC CC [q U ff 3 #
R i rti 't ad ip F- m d r s3
LU
J
W
Z
� J
0
L
in LU
x
x
W
toz
f]
CL
f2 �
J W
x0
4-w
J
4 �
m
W
Ld
T
c
�
—i
J
�Cl7
L
D �
D
LLL777
L�
'+•-
�
t
r
�
y �
CL
�-j LLJ�C
W
0
LTJ
; O
s
Ed U
0
� J
0
L
in LU
x
x
W
toz
f]
CL
f2 �
J W
x0
4-w
J
4 �
m
W
Ld
c'V
�
—i
J
�Cl7
tj
? 42
D �
D
BY•�
L�
W
t
r
�
y �
CL
�-j LLJ�C
W
0
LTJ
; O
s
Lj
� u 41 pp
a
m m� o ff 1
F -w
d� # � p
� ff
�. Li J �L G O a .� 6J cru _ m O
4 Pq. 2 ~z� u1� F f{CWS
Z y W J e l -Z [SCI
ILA � F x� w m `� ~ � � �o�J
"Z 3 {}WLIi"�a J� �T~ LL marLLn
t EL
is 03
OI-J��gp1-_ 4. Lk 11 W i R W a� Vifi
W47gJ1=uAkJ(Gd�+
7 w L] r LLrF � . a , j flC. f d r =
!u W SO r�4 +5�e ga' 4" TQC r. i- � Q F W `L
4 U m o S. H.-! [C.r C r0w afl��I.FW ~ zZ.
� �N
;oo¢rW=
z la
-C LLI
LL
_ ►m 4R
}:. o� R
W2� 3cFi7� o
iii
W J J i�j J ru
r'.'LL ilt i. 03 GJ m 2 tg -017 J G
> � ' o c * ' -�R LL,
J is � r ua R zj z v 3IJ 3RB '- c+ ue �_
p6p4 J#wX 4)CiW�} W iCY'yr2SpLJ]IR aa�J
CSC#1ur�� dj4 TUi7(C3 a:*2y�yJ yfIJ'L 28yiw1mdF[uCr �[
92
cc m Lu
{}-LF iU i4 E3 i.} 2 J va gne 31w Z*'#
p 3 ° Q�]Q7+, u'p L_iQ�� W °fid qa
T3 {CmR
� . ' - W L7 OJ CI S E J �. V K 4i d 5z
^` ri y7 id d r r � 4 A WI--
4 �
W
D m�
w
D �
D
BY•�
W
f+ Y
r
CL
W
� u 41 pp
a
m m� o ff 1
F -w
d� # � p
� ff
�. Li J �L G O a .� 6J cru _ m O
4 Pq. 2 ~z� u1� F f{CWS
Z y W J e l -Z [SCI
ILA � F x� w m `� ~ � � �o�J
"Z 3 {}WLIi"�a J� �T~ LL marLLn
t EL
is 03
OI-J��gp1-_ 4. Lk 11 W i R W a� Vifi
W47gJ1=uAkJ(Gd�+
7 w L] r LLrF � . a , j flC. f d r =
!u W SO r�4 +5�e ga' 4" TQC r. i- � Q F W `L
4 U m o S. H.-! [C.r C r0w afl��I.FW ~ zZ.
� �N
;oo¢rW=
z la
-C LLI
LL
_ ►m 4R
}:. o� R
W2� 3cFi7� o
iii
W J J i�j J ru
r'.'LL ilt i. 03 GJ m 2 tg -017 J G
> � ' o c * ' -�R LL,
J is � r ua R zj z v 3IJ 3RB '- c+ ue �_
p6p4 J#wX 4)CiW�} W iCY'yr2SpLJ]IR aa�J
CSC#1ur�� dj4 TUi7(C3 a:*2y�yJ yfIJ'L 28yiw1mdF[uCr �[
92
cc m Lu
{}-LF iU i4 E3 i.} 2 J va gne 31w Z*'#
p 3 ° Q�]Q7+, u'p L_iQ�� W °fid qa
T3 {CmR
� . ' - W L7 OJ CI S E J �. V K 4i d 5z
^` ri y7 id d r r � 4 A WI--
❑�m �D...�
H7T7 Zh , b
rn�@o
tl inn o al �
�m
Fr
o
€Y rr�
��
_ Y5T¢L
c�
2Cm. I"
_ O
UluFn
y _
i ' z
,
m
khflN�
m
� CA
m
m
m
T17
V1
C!
m
z
—k
0
r
n�.rnk
�0
Fr
z
_ Y5T¢L
r
2Cm. I"
m
o
52 ri.a.
_
7- {fI
_ i
p �c
m
khflN�
m
13 Tim
rr
Fn
r !r
�
n
{n
I
C
� CA
m
m
m
T17
V1
C!
m
z
—k
0
r
c
IF LAP 5' 6r.
��—ffi
ar,R".0,45
n�.rnk
�0
w
z
_ Y5T¢L
r
�o
m
c
IF LAP 5' 6r.
��—ffi
ar,R".0,45
n�.rnk
�0
w
T� IYI*
_ Y5T¢L
r
m
o
52 ri.a.
_
7- {fI
_ i
p �c
.3
pOp+��}
s4$m'
�0
v
m
70
r•v
r
m
o
m
t
_
7- {fI
_ i
p �c
m
m
° rn-<
rr
0
r !r
pe ca
Palm
{n
I
r
m
C7
z
_
c
m �
N0.
I� I�
F5
9'r
r:.
rr,
cm
EDED
I F MIN 'Ty?)
wSOw
m rn m
cn
pOp+��}
s4$m'
�0
v
m
70
r•v
r
m
m
t
m
m
pe ca
Palm
{n
m
N
C.S.]
a
_
r:.
rr,
cm
EDED
I F MIN 'Ty?)
wSOw
m rn m
cn
pOp+��}
s4$m'
�0
v
m
70
r•v
r
m
m
t
m
m
pe ca
Palm
{n
5
r
N
C.S.]
a
_
c
` ri
m
N0.
F5
r -
>
m
M
�Q
i4
rn
F—
Fn
<N
c7 ICI m
:3
A'rp�1� 0 34�
ri X xn O a V-4
al
I N .m �n i
E
I� 3 i ?
i _ J
r
m A
F m
J p
'# m 0
SSSYff'Jrrr m
Y A -1;;
n�
O�
r-}
rrn
r�
L _ o
mss' Fit
4it r w
M
o C
X
x
pOp+��}
s4$m'
�0
pe ca
Palm
r
Z�
_
N0.
II
r -
m Gi.
M
�Q
i4
Fn
T-
Z' f
xm
r
3V
70
r �
i Z;cu
fn
a• rw". carat,
0
�l
J
7 w
LU
k[7 2
�i 0 _cn
�° ] z L
gig': O 0 ��
C a z -8�$ m
W� � � LL w 0LLJ
TL
zJ
CLW
L � w L)
W
O I'R
Rft 0 w
w LL � E6
z 0 ¢
�N
U Ngo WCZJ
#yihklYiri�„fi
U I I I 01p
CIL C%j �-.**SAV �► ti
ELIm LdLIJ 5 �+ 7 �cs
to
io e W pq -C
] oCZP
Lit z 'Vi z CL � �” tl h }h4
gJ�
Y JLI z ilk a
F
meu2 zfeu
'Lu
LI
a HP
AF)zR� 7�
a� L
cooM CL'
613
Z w
Lu
$ h LU
LU
s LU CL
n
CL
.tu
Q
: ❑ sa 0
a�It
0�
IWO
J
{l 046
La rn
La FL.
tzj '
z �� WWL
CC)
w ae Y o t r
¢ w �f
Ww ui � m
w <
w
w
z QQ
J13L —-ice
Lq
00 o3. .
�F
Ed al $� �. _
(L gov,
cul LLI UJ
r
'0 .q
Imo`+ Y�u1 i.
F- � ¢2 LL {
0.W 'bo� >--Eiu1 �Na=
U[
s �c
�.yy>-w C'5* emu pay
� r
IY rupf Wim## f
Mc-
3 LW
4 86-H- � r ii"0.21& �oew 8JLUJ - — M IL
Lu 11,
S1 LRox"MM122paj�
O
it
rafci� Jl5����jz�gq�Cm
OO2 X CE iu au « C :]gg u�o °i �
ua � �" +�J
::F�
to
R.
p� w ,yJa�fp1 Of`1.rF, L3 as e: -9 R w 4us€1-
J p[7 } iL y �[U�y' CCw = SCC J Z SLm� iw0Luga
.Ing Q Ifl J YL [� L. i Sz.} F S ,�, ,{{�}} ~ g. 0
d[003 Xo w Off. is x � L1 3 W 0 6 �
L Goy . q=uip O U a;w' � LlO sd 2dr
1 4m +�4 ape .3 SwF �w m , o w �F w JEbF
-
L.`LLF p� Q O 2 GS#a T#FF U..
L7 C7 u1
� �.c�aFen :"d J. enuCr LL zw8
a'iF�
Lz' ii
Hot';�NGh C7 i� �la�3lJ' ��s� � ii;
o W W
r���7
❑~
d# Ldd{' rinvs # ul @�FO.`1P Q
'raga aoµ'` ¢w.2.
e ' gliag
ZL
�a W Q..a F
id
PiI3 h:
q� i7 �. � �} W F_
L? � a a m i4 m 5 *a m oe� amort ail u i--
tr
w
7 LA w +-
C L O
m log
ur 7 u 0 �
XL 436
999...2" fi-
Lug —� ,}� -01 7F
rNM
,DLL w �3 �az
Fu d r�3 z r
� ❑' �
LL 1.7
Q�M'tY[ffy���W..y � [�3 �[ 3 .ter 2 d3�F �r
w3 # G_ '#' 4 Lx FiG iY Q 7 2°4x Wr
re:, mf x p iu a LL,tdlF�y
w ig O �F ur °j 20 4ffi
Damm t2'3 q
OE
LL iAF�4Riim pypo
.ate w m
0! q Ki -m 4 al C} S.}
LL
r� w
OL ca
J
fi
LU
J
J
z
0
Q)
LL -
0
C)
w
Ea
LTJ
a_
W
k
CL
w
rA'
f�1
W4
S
V�
Lu
J
J
F—
m< Lu
_ 0
iJ
--
0 0
7 LU
ul J
= Lu
OL
Er
Ir
3 9
Ad
m
c`
u
N
M >
ILS Z
V -a
M U]
Q
v
m
La
r -
z~
� 3
u
LU
9
M�
ANN
-\-17-
�rj
S
W
� �
w o es
4
p
Ln
f
! . LO ]L
4
q
€]ate
�a
xru��
_
>
w �
L.T
@y
J 41. iU r
}
iij
F - ti z
{
�{i
a3c
LLJ
a
Y
LL
LLL
Qi
+ar
M Lu
k
CL
w
rA'
f�1
W4
S
V�
Lu
J
J
F—
m< Lu
_ 0
iJ
--
0 0
7 LU
ul J
= Lu
OL
Er
Ir
3 9
Ad
m
c`
u
N
M >
ILS Z
V -a
M U]
Q
v
m
La
r -
z~
� 3
u
LU
9
M�
ANN
-\-17-
�rj
AN$1 f AFSP-i, 2016 Spt, cltic5 three mehQds for t kerinhIng the inaxltnum %_y�uiii FIf w rate. The
c ilaw!ng �iimpIi Rcejj TDII CaICula00in is one Of the Metl ud L5 �;ped filM.
Simplified Total Dynamic Head (TDH alculation Worksheet
Determhie Moxa mlmystem Ffcw Rm
MI rIImtim T]ow Rate Rec{uirf;ri: 35gpm per slriTrMCT (req;fired,. f sUniner per -800 -,q It c;f !mrf, arca]
I.. Calculnte PirIaI Vuluine 475 X 3-5 X 7x48 (gai./cuhir fnri[) -� 12'+400
Uete� tntnet'rCf=lcri Ti�rrinve� T[!!i Iii H�,ur3::( tiF] [1rr�f3 f ki#a'}rt3t3
(11urir5l ��ijj11�55t1 tla YeL}
3. Derermine Max glow Hate _ _12,400 f _ 360 } _ _ 57-44
(W14W in 1 oliwl s! Cj'arn vvir Lh Min I (1`+x11 Raw Raul i rem 17mv Raul
4. Spa j ets: & X _ 1! GPM per jet-, -90 flow rats
iw 4 Uf mij ilB' rtuw) ITr':Al PI: r1imc RaCrl
{For Single Rump pool?spa combo, use the h`ghot of No. 3 or No. 4 In the 1611owing calcutWons.far the pool &. Spa)
Determine Flare es:
BrilA i1 Piprng to by _3 imh its kcrp vuenciI'v Q (1 fps I11�16-
x.'Al ��36Y3 h1:AxiMuln 5YMM HOW' 1tUiU
5tia1 nnn Piping sc+ nr 2.& 1M;h to keep �'rtu-'tib La Z� fIm-Inn%. dt . II T epilk N'T.« In111111 SyLlc+il Flow R,Iti`'
RCIU N Npi11 ILI bi: inch fu keel 'veld. fty 9 10 flit relax- us 103 gpm M.Almmm Syxlesrl FiatiL' Rant
[Qvlermine Simpffled IM. —
I , N%tslice Frnm pwO, to pwrip In Ft. '
FriL:lion lo.s5 (in mwIian pi pc) ,n 2-5 Incl[ fal pc pCr 1 I- q�- RPM = .Q& (ii'On1 Vii,; 110Vr#f] mix IM tvNq 1~hfin)
Fiie-si rn b5h %in murn piix) In 2 Mqj pt}E I,eT I t, T- �T. Ijj= _103 {fVUS$1 I>jpO IlUwrlt'rictiu[I funs, el,rlril
ri enprh m 1;m"i, in 15x•1 1 0 iv hr!rd I I I Of Pf pe I I Tuff h6h .." pymy
II'AHIplk til SULIL01 N140t hV1 fif head I ¢I iCprp `I . TDII Nun liiin Pil"]
1F- end Fein l.+s}r Fnnl
t�c#rrile .l�} per ��r� TJ]H in L'{pmIx 6,99
FIIWrto. i 1 T{]i; I#ullf Ciltel it ii ta itwet
igMrn vfS a inrv. Htsalier lost hi T D I I (frnrn Ill rmter daly sheat. 1 i
Total 011 ather jar -� Q
T 11=3[�+ �rRW TOM Dynamic Head Cj'Di-l] 24-V6
elerted i'urr:p and Main DrBin CrIver:
Pwop seirdlan J&nf V3 FHP 2.0 �i it> pKtnjp curw� for'1'Ui1 & tetra �Inw I Iste
f nr[mp m d1ii aTil U1.0 In l lilt
Nbill 1)(AIlt CLIVL-t CIAP i' - NOVA (Sy'iWI n Flow R# Iv rnu*4 no e=vL-d approved caver ft w rii(t2 )
,'Pum}i rrNMR-i 1ti l5L*n kPi IIa'j
i+ ,Ili.- Mtnlmilm sysw m'ftpw based dm rnLntmti m Ilvw prr &kI mmer b 3 S �pllt.
Determine Lhe Npm1�perwid'1'ype df Required In -floor i Uon Qqtle ;
{Chock all that LApp]Y)
} Q 3' C7 2 kUcti0n Outlets @ 144 PM max, flow lSee.note 2)
0 0 surtlnr4 awleI5 gprrl max, flQ (see noty 3)
? channel drain a . gprn W1 ports. lyes 11ote 4)
T -DH Calculatiuxt Optf-ars
(For each Pomp)
Oleck one:
.1 S-Ernplffltsfl Total I mlc lead (STgH)
IDMPr ele:STDH WWksheet—Fill in alt blanks
fJ Tp€al Dyflamit.liead f TMFE
Carnptete Prbgrar'n or other Ca1EX- Fi11 In
required blan ks cn wiark-,hevt & auath
�i�ulatlbrts
[; Mweimurn Fluw (lapa6ly
Of the f'reW Or FcAIaCeMent PFA Mp.
Nates:
I. II'a varla11Ir xPred pump It used. usii tllr=_ ina3c
pump 111L+r,' IYi CA'111a#lnns
Z. For 5Ide ►all.draft�i,ure;apprupriatesfde waII
drain 11011 pLkbI N11ed by man11tarturer
:3, 1itseii mranufacwrt-r`s ?tame aqui �ipprim•cd
nmximum flow.
+f. Sou Eifgtal[at lait tlistroctlowl fov itu iTjbc� al
part's to bay Used
Sn-F#our gAiLt on audeteovrl'farim v mwgL
i,onf-nrm t€T rli6st rervili? t tlitiis#T rri' ASM /AN51
A 1 12.19.8 mid lie 4mbusi mttl w1di di:it editlikn
6+ NjmP, I`iIter afid 11vall:aar m;3kt� itnd raud l
cannot tbangt, 111d cclllkpiS vml locallon calillot
Irl. III aw. claVvr tha Vuril vv IthutjL suhrrl lftil Ti64 o
rr_%Vt.tiVd phin a7td TillI k=alculiadnn W11JL sbroft fin
avoqival
= `6M gm ll�f$i.
V OFM U- 54 1a I -1- o2 mrrt 1 -2v
92"ov. 4.04 L2' Rm !G` Tog wd SS`
i&gpfi G.4i" LTf� .0� TAa9.pgtY� -i'3'
A fpm $.a4' 1 01 s m I JD t' I U f Y>irn 141'
A" � 3?A ILnn 6.E3 :31�
4' 934 o CICS] 71.E
17LLW
6Mf-Acu s ilgibillarp
, y1. i 4- filo I -e Ons—L','_
VI'1i3r M115v
Or -K S:1 SZ
Ca:711." Y I+ort' uink.1
ri tea-
'roleO."rieN. L, I I Lrt
13+151 f AP -S13 j1 x' Wnrkiheot
Swinunrim Pall Eneq..rEfft.Je-rrcv0kityll nwvc h5 fol-riioklr�l
Nietc: Tbc,c Rckjuiremmtf rTly ONLY mIll =i*iitrathin Pump
Nf=imuM FIttrall"It V Ifrw R -Al Lr 01k:01191Wu h
Pool Watt r%1aiE ] a=360 - a4 Fpm - tltlrntInPi Ilckn mre
Nttmrr in AuxiIlary ImO cm dwflIrEatinn pump? 1�n_ No .
If ,-, whal is Thc! }id x11iur) nsow vol c aPM
Nlutiiiiorna ll- Ir4tV Ftal* 6- -g lm I#>=imumaamitiaq pool IoWi. nr
1hd fchnikinn ftnw rate, whivhe�,O )% AMAW
A0 JR - 0i fillrarlra!i r! J110W Mfr Mharl 110r be grxritrr rJGlarl Ar nair wrAod
Pei fatrn lrtYr rfrt ??,Jill Ivaltrr I'rdwriv far G it ers ora .XPi �pfil Is./o -holvr b
0L7Pairf. flta' nwfoJ% Oaf jor jive#S' iaf1L'sI (lino✓ rt:tIM 1#ullWnr, f#rr
PaPOlfr 01W9 hr .r e. ed rn ltfr+'+= +r JM'k- mrrr iy ..16 ii pm aar loss.
." viian Pipe pizr rd I) fp. 2.5 Lach
RoWVla N00 ,Iu A, 4 Fps „2 , infill
i ilia Moir%, i4-arinOgC .# #« t iI?-E : 1 4T I S.1ILJ 1 5I
67.44 = -375 179.84
Inew raw) IIittek fael,,ii I (rrrinirrLilrll 1-11tCF ;.,tir
I=altar Nfnka'31zc Dandy 1-340
"RA— inh vUIw'. N C.--. -- No . n1L151 tiC a 1101 inIH.?
#'infill? 5cicr01111 ftum ANSP dulabjAv on CkMv i (Ivm than 171EFNI
i,paitnisra)ill t' tgrtiirvr dom MIN) gwiltmki tL:Ioilc -111,!
Modd )a ndy V 5. F H P -.2-{.I
ITEau Ratti
11 m- tipcdi,20 plik 0 1070 pin
Tlu% Rats, (hiph hlttedl ,66.4 gpin 9 35D�i m �o4 it ivquind
If 1R1 AUX 1%11} 1Oaj Ina faitras14M Puinp
Ptaor15'{lialrt+3.
gfjknd�ro Iline J,11 k. this Clock arr -lllkT�
i'lke:kltt LILlti1 _C -LU fS��l In
NutiN' rut~tikkn pi lllilg in fmllt of pw?tip inlet must be 4 P thioweiA
i1L ILlk1rIIIL Atuxt 11Mw4: I of straight piN :dlcrtb� rill ferfor gcrhr.
9 w I in m ing Ppol SPAM catfcn� for'
okyri xr'- Graii Nehion
Addr+=ss 1271 Atlantis: React Or,
city, SLatla, zip Man Ik Smash. FL 32233.
Total Head In Feet Conversion Chart
IrLthe!5Murcufy{v n 3augd)
m
16
R
Y
4
6
11. iV 12
27.3
n_r1
6
U
23
d.5
#.5
9F 1 11.1 1 `_b.
x-54
A$.2
4.3.4
415
frEA1
.ilk1
13.7
Atli
b_J
i1,7
11.5
16 13.2 �CL-5
A
i1-
sz.5
1a$
id, I
11,4
iii
IE,:i 741,i� -3
5
11.5
IIA
ta,;i
za F1 011 25-1
6
114,9
IrU
20.6
-22-9 Z52 77:4
m-,
T
14.i
15,4
2a:2
23
297 7�,s J9.
$
iIm,
717,7
23
Z�-_3
-27 E� N111 -R
?2
.32.1 34-3
16
i
7�,4
Z7,8
2"
-,9-7 :14.4 ^l,t
p
ii
Itt4
27,7
27.E
29.13
.ate
U--5 m.? m9
113
30
U.Q
3+5.5:
755+8. 39 41.3
1
20
XL1
.34,5
A,'u
32.1 41,71 43_x:
t4
� 3
u4'-3
X0,9
, tkV
31:'-1
41.4 43.11 45-R,
i5
+i,
39-2
41-4
4:Q -45,11 43.2'
1,6
37
IkF
41,5
43.7
4E aa.3 6".
S7
lt13
41.11�
43,E
45:1
4#,l 9i.l 07.*
16
41,6
4318-
i& l
"a4
im W_6 5il
S}
26
4=
4fi;9
48.4
50_T-
52.9 �2 57.A
-m i -r!5 a; 5
411.3
45
&D, }
a
21
4".
15v.0
5�
5 .3
7.6 59-9 0 -pi
22
"k). I;
X011
X5.3 5P.$
Sal 82.1 5C.1
23
55.1
I 5kr-4
3l .' 59:9
i-10 4:'.4
r7.? 544 7
Yd
MA
57,1
W ?
Sts
57.E
W
-3 C4.5
i4,:, E5_tt
dts.4
FAJ7,1 7#,3
M
57
X0.1
&U
00-1
71.4 71,&
¢7,4
ryas
Goff 1gt2
r1.0
1$,7 -0.
89
$A,7
86-9
-D-! 11.5
7i7.
7e pn-
79 1 i3T
wz
F1.$ PMA
rA
313 Ili1.'
71.E
73:18 7051
78.3
11L'95 82.9
U-9 652
32 i 7
711`2
711.4 9117
n-1
115.2 87,0
33 7&.
S_1r
W-0
ml #5
1�,3
V3 ,wa
34 ' 711.E
ml 0.
87.E
M,'il '.U-1
v $
I 8'4_q
%27 "A
m
16
rt8
1131
29.4
1?J
te..
1 22.:
25
X9,3
7T-3
24.1
22.4
27.3
n_r1
29:9
h�.s4
9
3d,d
34-J
:?8.5
J6.5
u6.9
x-54
A$.2
4.3.4
415
frEA1
.ilk1
4PL1
Atli
X0.4
+146.2
W,4
52.7
5 :131
56
X7.3
C.02
X43
m-,
van
169f
71�
7&5
75.1u
Ia.1
00.4
T42
?2
mg
N.?
97,4
85.15
W4.4
�i&6
98.9
10112
�e
'J$_$
NOTE; FIS TO MUST BE EOUAL TO OR H10HER
THAN THE CALCULATED TDH-
" GAGES TO BE ME TALLED AT THE T1 ME OF FWAL
INSPECTION FOR VERIFICATION.