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e N 43°34'54F' W 469.87'(M)
LOT CONTA:NS a 92,Z'9t3 SCIUARE PEBT & 100%,
I IVINrol, OARAW POP4k. WOWHOP. P. h.SiM B 04TAY : 7,':IZ4 $qJA 4e FEE T : 0,1%,
PAVER bKVEWAV 61VAL_KS IN LOT d E TE SLABS = 4,92t S:tQLJARE FEET , G
PWL, SPA ADECK � 1,90t SQUARE Fi FT _ 13%'
OPEN SPACE 4 67.904 `QLMAF FEET � 8 k%, '
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LEGAL DESCRIPTION:
LOT 96 LOT 95, SABAL CREEK. PHASE 2, ACCORDING TO THE AhAP OR PLAT Ti-WOF, RECORDED IN FLAT BOOK Z4, PAGE 40 "
OCCUPIED 1, PUBLIC RECORDS OF SAINT LU41F COUNTY„ FLORIDA,
F,F:E, 27.73 Ld
ADDRESS; 8047SPENDTHRIFT LANE
PORT ST. LUCIE. FLORIDA u
TANK
SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHT--OF-WAY. OR OTHER RESTRICTIONS OF RECOR11 g p
A SEARCH Of THE PUBLIC RECORDS HAS NOT BEEN MADE BY THI5 OFFICE. 2
BEARINGS SHOWN ARE RELATED TO THE CENTERLINE OF SPENDTHRIFT LANE, AS SHOWN ON THE PLAT Of p
RECORD. IC
LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 4263, PAGE 2272, ST.
LUCIE COUNTY PUBLIC RECORDS FILE. COP
Ak H H R E IA i Ak 1C 1 0 hi 5 L E 6 E N C1 A A82479, STATION NAME CANAL C2413.
ELEVATIONS ARE N FEET AND RELATED T!QN6i I ,� BENCHMARK ID:
HAVING A PUBLISHED ELEVATION Of B.T75 METERS NORTH AMERICAN VERTICAL DATUM OF 1988, (NAVD `8&)
1P i QON Pz PAS �A �AfWO STY s � Y ADJUSTED TO 28.79 FEET AND THEN CONVERTED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 19 '
wuexlr VI TOONr-K Ptx POI Sr i €ARM VAILYB (NAVD '� BY ADDING 1.48 FEET TO THE NAVO ELEVATION,
I TPJLP TRt'AN P;Fe d PLC aa`, POINTOf Ct,,RwATL
ep�' 1tt Itti7AttkOdA PX FCOINT COMPOUNvDCtAVA:rLA'k; Sk4- A
=1'E gt #A T3 1�AALVE-aYuu�CLfAN 3kAT{� , . TA, * r'1F A ,'P#1Ai T PROPERTY 1IE8IN A NON PRINTED F.T.R•M. PANEL 12111CO254 J (LOCATION NOT PRINTED). 'DRIED 2116/12,
E Tw- TWN am AND CAP R7 FETiANAS r CONTtirA. POINT TM T+�-AA.AP FLOOD ZONES ARE APPPDXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS.
L'u°TYEArEmENT rN lWaGATI kWE-U. P- PLASTIAC ENa Tta4H T _ k74.€MANHO.E L E r7 E N 0
ETE L LEN T4 clo *A.:E TOB TOOF 40-X ADDITIONS R DELETIONS TO AP OR REPORTS Y
4-11 PAW T i , - WE , ,* '.-LO DDI O DELE SURVEY MAPS R£ OR 5 B OTHER THAN THE SIGNING PARTY, IS r
Ot, � B L ,CEt4;sEp� $kASXAnEM,S v, as �T c.1� 1�Tk:T1i�r j 0w^ « piPST`` $1E1ri = BELLST3t3Tt•8 TB. R4.*5"
L;PTs LIPT STATION tom... >ARs,R. KALON NAIL AM DZISK r. : TW ,irW'iF. POINt PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGN" PARTY.
I,AAF (.AKF°#A7NTFWWFfAuW#MNT W"= fARsTR<AtcONNATAMTIN TAIR A TL' •$4)%RT3M UAW FOLLF � 9cLfStUTM1TEI4TPF�7t.KMd, i
toc LOCA1'm fLS M0Fs S=0NA L 40 SA3VEYOR TANS TA# ` ;Fi,,7#.ER THERE ARE NO ABOVE GROUND t EWROACHMENTSr UNLESS OTHERWISE SHOWN,
,5B Tt1A�&f4_3Iwd4AL,t t1 WOMPOWER RXE 0 .:. 6REANFTRAP LP LI+1a4TPcRE HL1� T�'lAtTt�F6E�aINP�N6 T
TT TIA+pAs
s 51 f r
t., t F X1 . NT f FN" T IC taSTts 1Xt OI 4 FF . M#•.. .FAI4 N
� �L� E Twv ,uTP UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIESS WIRE PtAI BOX 0 TRAFFTCS16WL BOX
AEEA�?LAkEtJ
ENT AA.AX #1A)m" PW PQINTQf r vM5f Ck.QVA71)QF TvP "'-"AL AND OR FEATURES MAY EXIST.
CIE Box MD #ALL BOX No PWAZATED .STAWE Wr, tktl.ER :`ONS'+ROCTi4N MCK-Fi.OW ff E^IENTt7R DX11
oovmociramcHEct v,At.'v'E
A AAEA"eo pkopOSFD 14k •LTY EASE#ENT THERE MAY OR ADDITIONAL RESTRICTIONS THAT ARE T SHOWN ON S 5'
ALES #aTW"0ND SLC1UV*4 P PUZAA O RL'tc4' X.t AP)ONUN-itN-' uP ..rwf* NO C94VN THIS URVEY, THAT MAY BE FOUND WAT6ERME11A a PIPES ARTMENTCC t1M
Oki AAAN.I 1.E 1 'vk PWF a4YONA.L Vkvtyvk, 4 MAPI,. P 4.+k t! ' -ry RT 3t.
WAS. ARM at t WA TMt]3� Ps!n =LA.S1` C SwvA;T; ONt�$ ER :VAT�L IN THE PUBLIC' RECORDS OF ST; LUCIE COUNTY, FLORIDA, � WATOtVALVE j' z 4FIRE I 53CAT04 PO$T
SIN #'ItBU -9 P-o POINT tAN19 NCV VC v'A1.FvuLaB NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAI5ED SEAL OF A FLORIDA LICENSED r Fj* T � -
YT CON,1�frON A N #tAT 174: NATi_ P,,),F, FIZTVATE I.Fri.?tY F;ASF�;FNT '�-1 L SURVEVCQ AND MAPPER a4AePtAtN � _ ELECTRitAAETER
rAStPAaURaAu A4t8 )04TUMbEND PIX POLYVINYL C-eL= �: W'U 1 nr
IkELEVATION AM#&aTiW1t k waI RA QGto A s CAP W4 t� A F P Lihk � CLE�4dd4rJt 04 fug VAL E
#A$. METES A%& ROUNDS t11sa Wm Atc4 MEIT @ THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. tom• CURS tour Twe 6 * CATCI44VL M
NAO NAIL AM DISK : k QADTVS WG we l POI N"
N IL:.. arT.. ,el-;N rTF orrr Yi%p '4#d'c;.t powm ,.E FEET �
NW �NF ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IF FEET. @ SA4NLTARYAA,IMt�K7a.E Aria tE�i+.NE1 �..1
NA NC A 2C'AEL& RAt Wv WA JAI.;rf: m
t406HT NAVI> NOQTbT'"84CAN TFCALDATUM tis RE4I5"RE0'-A4:s «fYOR � FIELD - Iq 0 4 DRAINA" yT G C17NC TfPt�aa>
BOUNDARYSURVEY FI ATE 8 05 _ ELECT 1tVtCE k%ur:.
NO Ng4TTTaNAL 41 CaCE 1C VERTICAL sATtAA1 F& RAIJ3NA5 �I�T '� _ T E E'JAT vN � YARD OWN
t+it3 NUA�' S^.P. RAI1.;L"OAC• � Y
NTfs NCAT tr 5CALP 1 r RA IAOAGSPTCF. CERTIFIED TO: ZAFER TE 2MANINT, KL.ARA T i2MANINI. o
C'AA OVIS4AI.a SJ"'i't SIDEWALK 28 d )3ul LLCs°ATWN � . 9 - 3kMr.A TGGN VALVE v AIR RELEASE VALVE
015 ofseE $AN $M1, TARP$, * 1RIKt44TfiCA1LCt3Nt1MiL YN 4E F x'SAARTA VALVE
YETd E I* O At} EASEMENT - 39t SOU BO,L YELIP <7NE Pam,' A t3Ctitt is
04 O ELWTUC SEC $CCT10N ;
014i$ o At! unu Ty 4° SQ(AAL irc T
OA OFF' IA;.' SW 51iPSPgKEOk WXT t "�
NN"TROL VALVE ORB OFFiCTAL 3C &M STWat: 1o1NTY DS
fd PAS PROPETtTfi ' -
5:�:iTRF.F'?>.T�S.+7,�s4.�Pi�kTR;:}_
kFh AT F. OrAiE7RSON
C: T5 !.. SNP# JANfTA1eY AAANF3L.E F2OAkJ$iGVV'4L SL+Rt+FYtAA4�AtAIA'tT� tt"` ^'=: T:' -" c • - tiTAt'iE CMf Fri,'
i'FSid1,iW1 e
PROPOSED
4.fir SINGLE FAMILY'
„ RESIDENCE
FFE= 28,70 m
26.2
g
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co
72,a3 0
TYI.
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WELL
LW
N 43'34' 11 W 470 00' & A
154.49'
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FLELLI BOCEtfPA6ES
SURVEY MAP
•�"` .ic7�6 N1.AAMBE
1 .
SWET,
a •hsi.7t1121 Tofwa - SPWNWV4k List 9%19.2121 SNTti/4*% WY TOM '9M2G1141 U24 54 XV
EQ. LAYOUT EQUPPAMDENT
30" CLEARANCE IN PER FBC
FRONT
OF SUBPANEL NO SCALE 4501.22(9.2)
P
JO
H N F I-1 -
35'
EQ PAD TO BE PLACED BEHIND
TROPHY ROOM ON LEFT REAR
OF HOUSE, PLEASE SEE
SURVEY FOR EXACT LOCATION
POOL EQUIPMENT ANCHORED PER
FLORIDA BUILDING CODE 2017 &R4501.22
EQ EQUIPMENT PAD
PER FBC
4501.22 9.2
HEAT PUMP WI (2) #6 CU, (1) #10 NEUT.
&(1) #10 CU GROUND IN %" CONDUIT (CONNECT TO 50
AMP- 2 POLE GFCI BREAKER)
2HP JANDY PLUS HP PUMP MOTOR W/BUILT-IN
OVERLOAD SWITCH W/3-#10 THHN CU WITHIN
60 AMP POOL PANEL
/ A" MIN. CONDUIT
WI(3) - #4 THHN CU WITHIN %-
ELECTRICAL CONDUIT
/ MANUAL MOTOR SWITCH
•x,•
#8 SOLID CU GROUND WIRE
TO EXISTING PANEL
VARIABLE SPEED FLOPRO PUMP MOTOR
W/BUILT-IN OVERLOAD SWITCH W/3-#10 THHN
CU WITH -IN %" CONDUIT
S.P.S.T. TOGGLE
SWITCH
TIME CLOCK
C
W.P. DISCONNECT
N
(3) POOL LIGHTS
• NOTES:
• (1) POOL PANEL AND SWITCHES MUST
M
(GFI NOT REQUIRED)
BE AT LEAST S'FROM THE INSIDE WALL
OF THE POOL
• (2) ALL ELECTRICAL WIRING AND
(1) SPA LIGHT IF APPLICABLE
EQUIPMENT MUST INSTALLED IN
(GFI NOT REQUIRED)
ACCORDANCE WITH THE 2017 EDITION
OF THE NATIONAL ELECTRICAL CODE
•
• (3) PROVIDE PROPER WORKING
1. ALL ELECTRICAL TO COMPLY WITH 2O17
NATIONAL ELECTRIC CODE. CLEARANCE SPACES FOR ELECTRICAL
EQUIPMENT AS PER HO-26 OF NFPA 70
2.3412 THHN CU WITHIN'/:" MIN. CONDUIT
FOR POOL LIGHT (S)
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE COPPER.
4. ALL POOL PUMPS TO GFCI PROTECTED
PER NEC 680.22 (B)
N.T.S.
5. PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20'
MAX. FROM WATER'S EDGE.
ELECTRICAL DIAGRAM
PIPING SCHEMATIC
EQUIPMENT
LAYOUT N.T.S.
_
43
�A
�A CCU
T
1.5" VACUUM LINE
2.5" POOL MAIN DRAIN
2" SKIMMER LINE
2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
2" RETURN
2.5" RETURN TO HYDRO JETS
3" JET SUCTION
1.5" TO WASTE OR DISCHARGE TO GROUND
1.65HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
2HP JANDY JET PHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
CARTRIDGE FILTER WI PRESSURE GAUGE AND AIR RELIEF VALVE
VALVES (TYPICAL)
INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP GROUND WI #8 SOLID
)PPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA EXPOSED TO WATER) PER MFGR'S SPECS
IELD VERIFY LOCATION)
HEAT PUMP WIINTERNAL BY-PASS
JANDY TRUE CLEAR SALT
VSFHP165 PERFORMANCE CURVES
0 90
2 w FILTRATION PUMP
LL
O ro
H
LU
LU
LL 60
Q f 3450RPM
Q 50 J
LD
= 40
U_
30 MISS Afd+
Q
i 'N?EI1F, } 20 �
p � 1-3DAPnt
,J
p0
0 10 20 30 40 SO 60 70 80 90 100 110 120 130 140 150 160 170 180 IN 200
FLOW GPM
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• •_
VERIFY EXACT
LOCATION OF EQ PAD *LOCATION OF GFI RECEPTACLE
WITH SUPERVISOR TO BE DETERMINED IN FIELD PER NEC 680
BURIED POWER LINES
2" RETURN TO
NOT TO SCALE FIRST TEE
32 ft.
61 ft.
------------------- --------------- .-----------------------------
_-._......--._....----__..---.--....-_...--..__._._-__-......------..-._._._.-------..-----.
I
m
SUPPLY LINE FOR FUTURE
Pq
WATERFALL
R
VAC SKY BLUE GEM
TILED BENCH
LINE FINISH
EDGE
{� 4.5' DEEP
COLOR LED
i1GHT
COLOR LED
SKIMMER LIGHT
BRICK PAVER DECK THROUGH
BUILDER
JOE TELESE IS THE BUILDER.
CELL:772-260-4889
SCREEN BY PIONEER SCREEN
T DEEP COLOR LED
LIGHT
TILED STEP/
EDGES
(2) STAINLESS
STEEL CHILD SAFETY
HANDRAILS BARRIER FENCE NO
CLOSER THAN 20"
FROM WATERLINE
7'X7' SPA RAISED 12" WITH
TILED EXTERIOR, MARBLE]
SPILLWAY, 8 HYDRO JETS,
JANDY ONE TOUCH RS4, 1
COLOR LED LIGHT, STAINLESS m ST
EEL HANDRAIL DECO DRAIN WITH
REMOV
ABLE CAP BY OTHERS
-..----- -- ---'------
- -------- ------ ---------------------- - ------------------- -I------- --------- ------- ----------------- - ---
I
SAFETY BARRIER PER FRC 4501.17-4501.17.1.15 &
ASTM5034-95, ASTM D3787-89, ASTM 653-96
R4501.17.1 THRU R4501.17.3
POOL BARRIER PER FRC 4501.17-41.1.17.3 AND
ANSIINSPI-5-1995
CHILD SAFETY FENCE AND SCREEN ENCLOSURE j
ANSI-15
POOL SYSTEM FLOW RATE: 98 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC. PUMP= 1.65HP JANDY VS-FLO PRO VSFHP1.65
VARIABLE SPEED- LOW SPEED = 36 GPM MAX
HIGH SPEED = 98 GPM @ 38 TDH
2.5" SUCTION PIPE @ 98 GPM = 7.84 FT./SEC.
(8 FT./SEC. MAX. -SUCTION LINES)
2" PRESSURE PIPE @ 98 GPM = 9.7 FT./SEC.
(10 FT./SE. MAX. -PRESSURE LINES)
THERAPY PUMP = 2HP JANDY STEALTH PLUS PHPM
LOW SPEED = 36 GPM MAX.
HIGH SPEED = 144 GPM @ 45 TDH MAX.
3" SUCTION PIPE @ 144 GPM = 7.29 FTJSEC.
(8FT./SEC. MAX. - SUCTION LINES)
2.5" PRESSURE PIPE @ 144 GPM = 7.99 FT,/SEC.
EC. MAX. - PRESSURE LINES
(10 FTJS )
CARTRIDGE FILTER= 57 GPM@ 0.375 GPMISQ. FT .=
152 SO FT. FILTER AREA
EQUIPOTENTIAL BONDING GRID
PER N.E.C. 2017 SEC. 680.26
(WHERE ADOPTED)
18" MIN. N.T.S.
ENTIRE PERIMETER
PAVER DECK OR CONCRETE DECK 4171
W-L.alp
_. -SOIL
a SOLID COPPER
0 B ND WIRE W/APPR. A
CLAMPS 8 GAUGE SOLID COPPER_
(ONE ON EACH SIDE WIRE
OF POOL 4 TOTAL)
EQUIPOTENTIFROM EDGEE OF POOL
_AL BONDING GRID DETAIL MINIMUM 1 (MAX
AROUND ENTIRE POOL
PER N.E.C. 2017 SEC. 680.26 PERIMETER BURIED 4" TO
(WHERE ADOPTED) R nFFP
CERTIFICATE OF COMPLIANCE
'., the SUWw om,mcts Aare .1 united to ANSOAPSP 152011 for SeUVN Icfudthe V114
the .e Karre Soxo-NG6TUBIand saklyyoxh5.mmlamevlae C ora
Then 96a[k aedl by eonscoiV rsd or rcce 229 k coaxial
Ix InCuu.SM1ayhm, Ck Cora ace!
11 c,rc MV1roo arslahaan&I a fact E, RO Nm Smeat. Oo Brea CA W&I
ace,
ix 412 )MCI A adn Ae L.a : 5a, F Pha a ha ipcIN, Omeno CA 9P61
rps�mzsw03 ampydpm lestre5w6 eaypehold azwawuha.w,wpaaro. ,
TECHNICAL GUIDE 3110 -
b
DA*E DriAnNurAcnlnF
- .lu;:tl RlgIXDPA�aCTS 3616pPA fll aD.AFRIvat.. fA
MUST HOLD 35 PSI FOR AT
LEAST 30 MIN.
SCHEMATIC
(NO SCALE)
FILTER
RETURN LINE
(2) IN DRA
MIN.
PUMP I
HAIR & LINT
CATCHER
�ONENT OF
CERTIFICATION OF COMPLIANCE
S>➢iIi111:I�11U0fG7;ifJ;411cri(HP1g011iw'!1f[sOnif iAl�
Conleu35: 1 - --
vannombe,: 6401
UL
Umoven: Round Anti -Vortex Sudion Outlet
S. 8"
Orman. 11.83 in'
svMalsfm: 55
PmertloonaN: TOOGPM
IyanalowAam 64GPM
01 Manufedure:
DEC 1 0 I'll
(addendum aBUhO per 1401dthe
In nN51 ASME I12.19b-NI01 add O 1 4
this product has Been tested 7 f p
Viry!Mu Graham Baker IYG61000) Pat and Spa Safety AIL @rlifieJ by: UMunvrilun Laborar9ries,
Inc, B29 E.Impxlxl Hlghnay, Suite IOU, &ea, CA 91821L79
That product iseerfified to comply Mth§14W in noontime, Gorham Oakes IYGO HOUR Pod and Spa
Safely Act.A copy ofthe test counts for the above may be found "aterv:aamlmlbs.mma go
mmuw.olmm.lhh product 15mooduch mtl by Waterway1lasives.Omor 9339M
Z
ROOFiN SI .'er,Omatl,Gn)430 Ph 1&]SI°AI@42 t,nllSlyyLMm
nam+ryplanwtom
BRICK COPING SPA WALL -SECTION
(
6"X6" TILE NO SCALE)
WATERLINE 6"X6" TILE
SPA BENCH 18" BELOW WATERLINE PAVER POOL PATIO
4 Marc TYP.
(1) CHANEL DRAIN AND WALL
GRATE SHALL BE
SECURED IN PLACE SO #3 @ 12" O.C.B.W.
THAT TOOLS ARE
REQUIRED FOR REMOVAL STEEL-TEX FORM
OR KRAFT WALL
GRAVEL
BED TO PUMP
GENERAL NOTES:
1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND
WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS.
2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL
WALLS AND FLOORS SHALL BE GUNITED OR POURED IN -PLACE
CONCRETE W/ MINIMUM 3,000 P.S.1. CONCRETE (@ 28 DAYS) COMPRESSIVE
STRENGTH.
3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F.,
OR MUCK, SILT OR LOOSE, SOFT SOIL IS FOUND. A SOIL BEARING
CAPACITY OF 2,600 P.S.F. HAS BEEN USED IN THE DESIGN.
4. REINFORCING BARS SHALL BE NEW BILLET, GRADE 40.
5. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N.S.F.
APPROVAL.
6. BACK -WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES.
7. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES.
SURFACE GRADING SHALL CONTMN WATER WITHIN PROPERTY LINES.
PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR.
8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT THERE IS
NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER
DISPOSAL SYSTEM.
S. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREAOF
THE SUCTION LINE
10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A
MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE.
11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA"
HEREON. LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
APPROVED WITH FBC 2014WATERLINE
20" max.
18"-I
N.T.S.
CODE- LATEST EDITION.
12. ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL,
LIGHT FIXTURES & HOUSING, METAL PARTS OF LADDERS, HANDRAILS,
DIVING BOARDS & SUPPORTS TO BE BONDED TOGETHER & GROUNDED TO
A COMMON GROUND. BONDING CONDUCTOR SHALL NOT BE SMALLER
THAN N8 COPPER
13. NO OVERHEAD OPEN WIRE OVER POOL WATER
14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3
G.P.M./ S.F. OF FILTER AREA. NO BACK -WASH REQUIRED.
1S. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT
SITE BEFORE STARTING THE PROJECT. CONTRACTOR SHALL VERIFY
LOCATION OF ELECTRICAL SERVICE BY F.P,&L. COMPANY.
16, SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO
PREVENT UNDERMINING.
RETURN LINES FOR SPA 2.5" TO FIRST TEE
N.T.S. SPA DETAIL
APPROVED MAIN DRAIN FRAMES AND GRATES
PER V.G.B, ASMEIANSI 112.19-8-2007
• • APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE
ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE
UNBLOCKABLE CHANNEL DRAIN
' e • 8 FPS MAX '
3" PLUMBING
3" SUCTION LINE TO LINES FROM 2.5" SUCTION LINE TO
PUMP MAX 181 G.P.M. SUMP Wl 3" TEE PUMP MAX 117 G.P.M.
8 FPS MAX 8 FPS MAX
TO JET PUMP TO FILTER PUMP
POOLBOND PB-200N.T.S.
_8
DECK
WATER
PS-2008
BONDING WIRE
TO GRID
AWWO-,.,. .A.-Z _
LOCATION OF
WATER BOND
LOCATE IN -FIELD.
112"
FOOTER DETAIL
JAI Mu RCONR -
O O
I z REBAR SHALL BE
NO SCALE COVERED BY A
MINIMUM
POOL RETURN LINES 2" TO FIRST TEE
N.T.S. POOL DETAIL
APPROVED MAIN DRAIN FRAMES AND GRAPES
PER V.G.B. ASME/ANSI 112.19.8-2007
•° APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE
° ANSOAPSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE
MINIMUM (2) SUCTION LINES PER PUMP 3 FT.
SEPARAT
ION OR SEPARATE PLANES
e
3 FT- MIN.
2.5" SUCTION LINE TO=-FRC
PUMP MAX 117 G.P.M.6 FPS MAX
TO FILTRATION PUMPLUMBING LINES
"----"-M SUMP WI 3" TEE
6UIP1WJ9d.11}unoD
4es�` ♦ '
WE HAVE REVIEWED THE POOUSPA PLAN
AND APPROVEA LL ELEVATIONS, DEPTHS,
AND DIMENSIONS TO BE CORRECT UNLESS
OTHER WISE NOTED ON PLAN.
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6TH EDITION FOR RESIDENTIAL
'PECIFICATIONF
MAX. WIDTH 12' MAX. LENGTH 32'
MIN. DEPTH 3' MAX. DEPTH 4,5'
SHAPE COST ELEVATION T.B.D
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE PER FBC 4501.20 JANDY1.65HP VS FLOPRO
PUMP HP: POCIU 65HP VS FLOPROSPA 2HP JET PUMP
FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-15 2011
LIGHTS POOL 3 CLR LED SPA 1 CLR LED
TRNFORM: POOL 300 WATT SPA 100 WATT
MAIN DRAIN: POOL 2 SPA 1
SKIMMER _ (1)
RETURNS: POOL _ 3 SPA 2
JETS: POOL NA SPA 8 ---
VALVED VAC LINE INCL FILL LINE NA
DISCHARGE LINE TO GROUND
CHLORINATOR DANDY TRUE CLEAR SALT
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER THERME_AUX S125
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE / STUMP REMOVAL NA
REMOVE EXISITING CONCRETE NA
PUMP POOL PATIO NA
SCREEN BY PIONEER
ELECTRICAL EDS ELECTRIC
POOL PATIO PAVERS THROUGH BUILDER
RS4 ONE TOUCH AUTOMATION
-"- -
DECK DRAIN THROUGH BUILDER
GALLON CAPACITY -POOL 8,976 GAL.
GALLON CAPACITYSPA 852
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC _
MAX. WATER VELOCITY - 6 ft./S FROM TRUNK LINES
TO 8 ft./s SUCTION LINES, 10fps MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 323_SQ. FT 79_LN_FT
A. ALLEN ENGINEERING LLC, CA NO. 33042,
23677TH STREET, LA VERNE, CA, 91750
TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS
AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
MINIMUM BUILDING CODES
\ i
1 - t N
3/r'z/�lo
AARON H. ALLEN PE, FL REG. NO. 86620 FL
JOB NAME: TELESE CONSTRUCTION/
TERMANINI
ADDRESS: 8047 SPENDTHRIFT LN., PORT
ST LUCIE, FL
PERMIT NO.:
DATE DRAWN: MARCH 12TH , 2020
DRAWN BY: JASON BARAN
CHECKED BY: AARON H. ALLEN
CUSTOMER APPROVAL:JB
a
SCALE: 1l4n = 1
G
CONCRETE
i
POOLS, INC.
COPING N.T.S.
NOTE: REMOVWELL--_i
N.T.S.
MISC. NOTES
1 ROW OF WATERLINE TILE
MAIN
PLUG FROM MAIN DRAIN &
PLUG
1. ALL STEPS AND SWIMOUT BENCH EDGES
DECK'�I
ATTACHAUX. PUMP LINE WHEN
ATTACH
WILL HAVE BORDEROF OPPOSITE
EMPTYING POOL
6"
�
GEM
E FINISH
COLOR HOLD TO BE INSTALLS FOR ATA
2. HAND HOLD TO BE INSTALLED AT AREA
WATERLINE
4 • -
3
-
SAVI NICHELESS
WHERE DECK RAISED-W ABOVE POOL
R
LED LIGHT
I
BRICK PAV PATIO
LIGH
4.5
WALLS'
4" MIN.
GRATE SHALL BE
FTYPICAL
WALL
#3 STEEL @ 12" O/C E.W.
SHALL
#8 GROUND WIRE
-T-'�`
NOT
SECURED IN
SECTION & WELL
T
HANDRAIL BONDING DETAIL
FLOOR SLOPE
- 6' THICK
SLOPE.
NO NICHE 1' LIGHT
PLACE SO THAT
POINT
17, MAX.
WHERE APPLICABLE
EL•OORRSLOP€ssHA�L�
GREATER
CONDUIT
TOOLS ARE
NO SCALE
IH
48"MAX
PER NATIONAL ELECTRICAL CODE
-- -_--
RPAIKINA04Y UMEORM AND
PLY WITH ARDC S .1
COMPLY _TH ... LE�fz
THAN 11 '
UNDERWATER
UNDERWATER
REQUIRED FOR
DEPTH 10" MEN.
THRU &6.3
CYCOLAC MAIN DRAIN}
LIGHT
-
REMOVALEL-TEX
FORM ORSP
o
co
STEP DETAIL
10-22 WALL FITTING
LIGHT DETAIL
FT WALL
o
29' 3'
PIPE
SCALE)
1. TREAD IS MIN. OF 1E1 WIDE.
2. RISER NOT GREATER THAN tT' EXCEPT(NO
THESLOPE QF 1 Po QOR FROMINSIDE
THE SHALL�ND�1.5"SCH40PVC
@12"O,C,B.W.
p
IF MORE THAN(3)TREADSAREUSED.
7pWpROS1HEDEERpy{PpgrypLL
SLEEVE
TE: FOR DEPTHS
3.ALLSTEPSTOBESOLID
GUNITE4000PSLPOOL
THREADED
ER THAN 6' ADD 1-#3
FINISH
PLUG
VE BAR @ 6" O.C.
STEP DETAIL
TYPICAL SECTION THRU POOL
BED
TO PUMP -►
N.T.S.GRAVEL
(NO SCALE)