HomeMy WebLinkAboutSurveyLANDTw ~� This Sur vey fia�, ueen preparea tor:
E Cind -10 A theker and Th Y P omas C.
C > 11
S U R W- E Y t N G Currao
Proudly Serving Florida's Land Title & Real Estate industries
--- nir�arura6ly 6ette�-�
PROPERTY ADDRESS:
7059 Maidstone Drive
Port St. Lucie, FL 33401
Ofl ,jou( behalf, and as a requirement'for your transaction, Ithis `document has been coordinated with us by f' i firm shown.
beiow Landtec Surveying, Inc_., is a prtvate firm and rornains `entirely responsible for this document's content:
LA:ZER, APTHEKER, RosELLA & YEDID, P.C.
mar
S-100
REVIEWED FOR
A
17,0 z --- 0 E �3
FILE COPY
T
Sheet 1 of 2 (Sketch of Survey) - See Sheet 2 of 2 for Legal Description, Certifications, Properly and other Survev related date_ SURVFY IS NnT rnnnpi GrG unrunUT ALL SHEETS
INSPECTOR TO VERIFY THE FENCE IS IN
COMPLIANCE WITH CHILD SAFETY BARRIER
REQUIREMENTS PER FBC 7TH EDITION (2020)
iir�ilii�f��MoabreaAdrrr�Ca�Ifaa�NwwMbrroillMrPfo�d6�rc/�a�;F�PPt�CA
ME8 St�NM il�Jl� 11�R RELi110M1! fi 111E SOtr�►IRyIJ�
19 U,E. ALONG NORTWASTERI.Y BOUNDARY LINE OF SUBJECT LOT.
BRIUt( DRIVEWAY EXTEND 17HROU13+1 THE NORTHEASTERLY EASEMENv',
This survey has been issued by the toilowing Landtec Surveying office: Elevations, if Shown:
481 E. Hillsboro Blvd. Ste 100-A Benchmark: XXX
Deerfield Beach, FL 33441 Benchmark Elev. XXX
Office: (561) 367-3587 Fax: (561) 465-3145 Benchmark Datum: �X ( _
Elevations on Drawing are in:
www.Landtecsurvey.com N.G.V.D.29 ❑ NAV.D.88 ❑
SCANNED
BY
ST LUCIE 1^0t.JKJT'-
)1:
r06RAPN
iTf1�R�DVHIENTSJ
ICAtE,+
LINE TABLE
NG
D'FAAC`
2 35'E
3.67
235'W
3.40
C��K:;=-a?_°
Cr'ORD
LE%Gni
C110nJ
BEARING
_'. '-
RACi+
D LTA
94.61
280.00
T218'
541 ° ; =- °
34. ; 6
C2
46.47
; 45.00
M i'43'
N41 °4: 42 W
46.27
C3
154.03
280.00
31.3108'
I N 15`45 26WI
152.10
Arwiollt Job 1ftnber.1l=* I Da'w o! Field work : 06I W020 Drawn 9y. AI.
,:�10
5 4 U_ R�_.y f Y I N G
% s tress two s 0460 9 -1%iotowo, w
10ENSED BUSINESS # 8007
CODE COMPLIANCE
ST, 111"" IF elf -UNTO' OTC
Sheet 2 of 2 (Survey Related Data) - See Sheet 1 of 2 for Sketch of Survey, SURVEY IS NOT COMPLETE WITHOUT ALLSHEETS'
iYPE�_ _PURPOSE Of SURVEY (SEE GENERAL NOTES BELOW►•_....
OBOUNDARY QCONSTRUCTION QCONOOMINIUM
0&TAINSPS QTOPOGRAPHIC QSPECIALPURPOSE Purchase/Refinance - Boundary Service
LEGAL DESCRIPTION:
Lot 130, MAIDSTONE, according to the plat thereof as recorded in Plat Book 43, Page(s) 11, of the
Public Records of St. Lucie County, Florida.
PROPERTY ADDRESS:
7059 MAIDSTONE DRIVE
PORT ST. LUCIE, FL 33401
INVOICE NUMBER: 103596-SE
DATE OF FIELD WORK: 06/02/2020
CERTIFIED TO
LAZER, APTHEKER, ROSELLA & YEDID, P.C.
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
CINDY-JO APTHEKER AND THOMAS C. CURRAO
FLOOD ZONE: X
FLOOD MAP: 12111C
PANEL: 0260
SUFFIX: I
PANEL DATE: 02/ 16/2012
LATT® EAMM, NOTABLE ORADN N CONOt110115 "ftTTED EASEL'S ALSO LISTED IF PROVED BY CLIENT):
APPLICABLE, RECIPM OF TI* SURVEY SHOULD RE WTI£ lOSITpq OF ANY FENCE LINES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARY LINE
- 10' U.E. ALONG NORTHEASTERLY BOUNDARY LINE OF SUBJECT LOT.
- BRICK DRIVEWAY EXTEND THROUGH THE NORTHEASTERLY EASEMENT.
A YIAT1pN LEGEND (SOME IT� N LEf�D YAYNOTAAPEAR OV DRAWING)' R = RADIUS SYMBOLS (SOME ITEMS IN LEGEND MAY NO'' APPEAR ON DRAWING - NOT TO SMEr UNETYPES:
AaAI=ARC LENGTH ELaELEV 2 ELEVATION PI = POINT OF :N'ERSECTION SEC =SECTION -o, - U"11j Y POLE ®= Yi_LL BOUNDARY
CA a CENTRAL ANO E EM a ELECTRIC METER PT - POINT OF TANGENCY TO = TOWNSHIP # =LIGHT POLE 4 CENTERLINE = HANDICAP PAR(NG SPACE BUILDING
CATV = CABLE TV RISER FIR■ FOUND RON ROD PC - POINT OF CURVE RNG - RANGE
CF = CALCULATED FROM FIELD FN s FOUND NAIL PRO = POI.N' OF REVERSE CURVE O"R = OUARTER = CATCH BASIN $, = PARTY WA.L I
OR aCALCAATEDFROM RECORD FNDaFOUNO PCC-POIN-OFCOMPOIMiDCURVE TR-TELEPHONE RISER t7 = FIRE I"YORANT &AIR CONDITIONER C-0cz = SEC, O-i.CCRSER CIIANLMKFENM —■—■—
CH a CHORD DISTANCE Lx LEGAL DESCRIPTICV P08 - POiVi OF BEGMMM LIE' UTILITY EASEMENT � = MANHOLE ® - SEPTIC LID WOOD FENCE —
WaCLEANDUT M=MEASJRED POO=POINT OFOMIADICEIM UP•UTUTvPOLE
CONC. a CONCRETE ONCa OVERHEAD CABLE PH a POOL HEATER WM-WATER METER N - WATER VALVE x - ELEV. SHOT = SECTION CORNER PLASTIC FENCE --o--
lzmom2m PmFLAT PP•POOLPUMP WV 2 WATER VALVE . WN =WATER METER + OVERrEAD CABLE —
�.- w. ...:..
GBEIM NOTES:
1. THIS SURVEY IS BASED UPON RECORD #FORMATION PROVD®BYCLIENT. NO SPECIFIC SEARCH OFTW PUBLIC RECORD HAS BEFto MADE BY THIS OFFICE LNLESS OTHERWISE NOTED.
2. AS INDICATED ABOVE UNDER'PLIPOSE OF SLRVEr IF THIS SURVEY HAS BFFN PREPARED FOR A PURCHASE OR REFINANCE, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES, AND IS NOT INTENDED FOR USE IN DESIGN OR CONSTRU'C-ION
PURPOSES. RECIPIENTS MUST CONTACT OUR OFFICE FOR APPROVAL PRIOR TO SUCH USE. LANOMC SURVEYING ASSUMES NO RESPONSIBILITIES FOR ERRORS RESULTING FROM FA_URE TO ADHERE TO THIS CLAUSE.
8. ANY FENCES SHOWN HEREON ARE ILLUSTRAT IVE OF THE,R GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OFFENCE. THIS OFFICE WILL NOT BE RESPOVS B-E FOR JAYAGES RESULTING FROM THE REMOVAL OF. OR CHANGES MADE
TO, ANY FENCES JNLESS WE !LAVE PROVCEO A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH P'uRPOSES. DETERMINATION OF FENCE POSITIONS SHOU'-0 BE BASED SO-FLv ON THEIR PI-YS!CAL RELITIONS4;P TO THE MONUMENTEO BOUNDARY :1NES.
4. GRAPH C REPRESENTAT.ONS MAY 4VE BEEN EXAGGERATED TO MORE C EARLY ILLUSTRATE MEASURED RELATIONSHIPS - CIMENSICAS SHALL 1-AVE PRECEDENCE OVER SCALED POSITIONS.
5. UNOERGROJNO IVPROVEVENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN.
8. ELEVATIONS ARE BASE) UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.10) OR NORTH AMER CAN VERTICAL DATUM fN.AV.O, 1988) AS SHOWN ON SHEET 1.
7. ALL SCAOARY AND CONTROL 31YENSIGNS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE,
I. ANY CCRNERS SHOWN ASSET" HAVE EITHER BEEN SE' CN THE DATE OF FIELD WORD( DR Wl- BESET Wl"AN S BUSINESS DAYS T SAID )ATE AND ARE 1DEVTIFIED WIT 1 A CAP MAM LS (LICENSED SJRVEYOR) 05639.
I HEREBY CER71-_ THAT T115 SURVEY MEETS TrE STANDARDS OF PRACTICE AS OUT:iVED IV CHAPTER 5J-17.7518 5i-'.7 G52 OF PRINTING FNSTRUCTXN4S:
THE FLORIDA ACV NISTRATIVE CODE. PURSUANT TO SECTION 472.027, FLORIDA STATUTES: AND THAT THE ELECTRONIC
SIGNA'URE AND SEAL HEREON MEETS PROCEDURES AS SET FORTH IN CHAPTER 5.1-1.062 PtIt9UANTTGOECTIDN 4T202S WHEN PRINTING TOFDF IN ADM 88EC VrrX SIZE' TO ENSURE CORRECT SCA, ING. DO NOT USE 'FIT".
FLORIDASTAXIES.
, Digitally signed by
*wafty�0iy, y Andrew Snyder
+s.a.., DIN: c=US, o=Landtec
� 4
Surveying Inc, "NDTTE•.ew ou=A01410D0000016C2
�
..4.�` a 42483F500002A58,
s� cn=Andrew Snyder (('��
Adobe Acrobat version: S U R V E Y l N G
2020.009.20065 06/03/2020
IGNATURE _ DATE: Proudly Serving Florida's Land Title & Real Estate Industries
ANDREW SNYDER - PROFESSIONAL SURVEYOR AND I[APPR
FLORIDA REGISTRATION N0. 5639 (NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR THE ELECTRONIC SEAL ... measura,60&rttorl
OF TI+E F! ORCOA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) LICENSED BUSINESS No. 8007
SCANNED
BY
ST LUCIE COUNTY
REVIEWED FOR
CODE COWILIANCE
ST. LUCIE COUNTV 3UCC
5/dvz-
FILE COPS,,:
1z,210Z--0qP�
L C:3 C��
WAIKIKI 1 - 100 LAKE MICHIGAN - 597 BILOXI - 391 EMPIRE - 390 STOCIQiOLM - 393 ORLANDO - TSPA 1POOL2 - 728 WAD= D - 125 SEASIDE - 210 VEGAS - 425 RIO - 378 BARCELONA - 379
_ _! _ _r ,r-n-m-r r-rm-r Kdm; ar-r-rm•-u• - rm Nb[ !r •-qm-r -qrY-r
uvn..� _ _ _ r�Y Oo � Y; J-qpy l�� wQ ob � IY • - 1�� Y-YX-1' 1-••. Y-Y Y-r.�-Y
EOm[1R lRwrm. Tn >bR, lwr,R ). A lArlt WHi) �uYt! .Obe,u ovWnot A r w IM WL1u I,� wl�WMf.' NfY 6t
rn N�
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KOKOMO - 110 VENETIAN - 520 SANDCASTLE - 522 HAWAIIAN - 870 HUNTINGTON BEACH - 385 POMPANO BEACH - 376 DESERT FALLS -189 DESERT SPRINGS - 190 WYLELA BEACH - P-22 MONTE CARLO - 576 LAKE SUPERIOR - 598
m-r r-lam-r Y-n•m-IY m-,r le-,Yar-o• r-n•ar-v-w -K. N-,r vm! ob r-tY. v-Ir vno! w: - -r r-rar-,r rdsd
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SAVANNAH - 400
yr�•d
GRAND MANHATTAN - 028
THE GREAT LAKES - 595
for Ir-rurd
vo�n+m tN wYm
OCEANSIDE - 590
SOUTH BEACH - 374
w•rr at IrdM;
CD
SAVANNAH DEEP - 450
1-4 Xw;
NIAGARA - 577
Pk rTT
xwwa nAdvi�Yair
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(::D
DOLPHIN - 351
NEWPORT - 145
lmWiE � .
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MANATEE - 225
r-n•.c
�1,e� 1•X0•4ir
MARATHON - 778
N FT
1RWC
RM{L! M 1.lIQf
QA-�
r-N -r
rourm. 11 war,
DALLAS - 540
cc::n =(::: ) C:D c:2) (::::o
ATLANTIC - 850 ATLANTIC DEEP - 861 MAJESTIC - $40 COSTA AZUL - 526 CAESARS PALACE - 800
vMRr w! r-••af K-I1Y Wbr ue •-rar-r !s! K-sard -n=w;
IIAx T-f•.!X ! .ra{ bl.•b SDI-Y r; r• ;
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Ewrme n uN.M Yor[1c b IYINi •G rtc b Iw)Hr MrR N 111Iw, !v�[4 M YI.IGY
OD
CAESARS PALACE BEACH - 801
.m r.• K-•'.Wd
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PHOENIX - 900
rrvlrlPL •Nilwlv6`mm
•�}\—�� LUXOR SHALLOW - 578
wl -
llrR
0
0
0
0
1POOL - 725
,Y-r.1rX
WPY[IR •w WlIIl
OASIS - 550
rwv:m w�ublrLA)I
OTTAWA - 395
IY;W-r
rYwrM ,w uxRl
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MIRAGE - 530
•s vN ��;
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LUXOR DEEP - 580
r-e• r-io
FLORIDA ENGINEERING LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FLORIDA 33952
(941)391-5980
www.fiengineeringitc.com
PROJECT NO. 2100488-2
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STAR DUST - 380
!!1•b[ p!e IP-rW-r
xW4 uAbY ix1
Ipwr,F uxrm
PACIFIC - 575
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MANATEE DEEP - 490
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CLEARWATER BEACH - 384
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MARATHON - 775
Lu
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3
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cy
TAJ MAHAL SHALLOW - 376 TAJ MAHAL DEEP - 377 DATONA BEACH - 37
!0•ICR I�� ta)u! i ,yry
EAST COAST ONLY
,I
REV DESCRIPTION DATE APR%
NOTES: AECC/SAN JUAN POOLS
� r Sr. ANEPICM' ENNRONMENTAL CONTNNER CORP. '^•'� �
POOLDESION CONFORMSTOTHEFOLLCWR0.%', 2302 LASSD LANE $I— W. SCI,wE
LAKEIAIN, RONDA 338V stYt. or
NWVNSWSMC.3.5.). 15 (a83) BS8-3M L—. No.:
Craig E. Gdl n E. 960102 IM10R �A6u�LDINNGGCODE TA.H awA.a
ti dM0 nw Aw.v wa.ee...
b FLCRIDA PLOM&NG CODE APR 2020 NVI 0000-20 �T
DATE: O../ UZ) N120FLORIDARESIDENICCOD DE tl1Y, SIAkID
NI I IN T RNAL ELE L SW CODE ��\!'T'T��
30181NTERNATgNAL SWIMMING POOLb SpA CODE REST Et nAL I� Ar..
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ate.
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POOL _EQUIPMENT AND PROPERTIES
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AA UMOPUNF � NON -MAIN DRAIN OPTION
f'....'. NI
NO S
(1) AT LEAST ONE RETURN UNE IS KWIED FOR EVERY JOO SO FT. OF SURFACE AKA.
(2) —P lM (MNUI REO'D) TO BE 2' SCR. AO PVC FROM A CUBIC FOOT pfAVE1 BED BENEATH MAIN DRAM
TO 1B' FRW EWIPMENT.
ANEL DIASCONNECT
TRI[ i SMTCN ��E(
LEI �TYE CLOCK /PZ w WP MOTOR F IXER
cn7 ao.nI
STARTER SM a
NO. 12 MM. iNw BONG wRf
w vaazA c,� /A• sa .o Pyc
ELECTRICAL DIAGRAM
NTs
AS REO'D --1
STD. 4' SM J i
M 04OR (T(P)-
PLACE CONCRETE DECK ABOVE AND
BELOW P00. WALL UP W/ 45' SHOVEL
B• 1.900 OA STAINLESS1 r»
1.901 OO STAINLEBR
STEEL TUINNG
AS REO'D
HAND FAR
WATER LEVEL OVER 1ST STEP
SIP WSS-ANT
"FACE
RUN 10, YIN.
l RISER 11' MAX
y WWE GROUND BOND TO
NEAREST STRUCTURAL STEEL
CLEAN COMPACTED FILL
STEP HANDRAIL SECTION
NOT TO SCALE
EDfZ OF WATER TO EDGE OF DECK
J' MIN
IAL COA uN�
MSp
wEDOE A-1
OEOt il-
TPER FOOTS1 .`1
GRADE
G
WATER LEVEL
T. .
FOR CLAY
4" ABODE SOL
9B GROUND WIRE
PLACE CONCRETE DECK ABOVE AND
ONLY
PLACE CONCRETE DECK ABOVE AND
BELOW POOL WALL LIP W/ 45- SHOVEL CUT
BELOW POOL WALL LIP W/ 45' SHOVEL CUT
SLIP RESISTANT
12' MIN BACK FYL PER 1
G;N. CONSTR. NOIE'11'�_
TREApS
RUBBER BUMPER
FIBERGLASS POOL WAIL
FOR ET CASE VE SARIS
WORST CASE SENARIO
LADDER SECTION
NOT TO SCALE
WALL SECTION
NOT i0 SCALE
-----------
OPTIONAL. I, 7LE
'/MITE OR LIGHT PASTEL A RIODUM COLORS
MANVFACT,RER STIFFENED AND
REINFORCED FIBERGLASS POOL
OO
LIP
POOL DECK 6" <
WATER LINE
4' CONIC. SLAB
OR F BER1ICON W 4 N N. C / \ OPTIONAL 6' TILE
`3/8" FIBERGLASS POOL SHELL
PLACE CONCRETE DECK ABOVE AND
BELOW POOL 45' SHOVEL CUT
ALTERNATE COMM
NOT TO SCALE
SVRS OPTION
NDra:
(1) AT (EAST ONE RETURN UNE IS REORNEO FOR AEPY J00 50. FT. OF REFACE ARG
(2) SWP UNE (MEN PEO D) TO BE 2' SCR. 40 PVC PROW A CUBIC COOT ORALEL BED IMIN IN MAIN DRAM
FRW EWUNi.
(J) TNU ...BPS
KIPYW FED 11 POOL AREA GREATER THAN e0J Y.
(4) SKIMMER AND MAIN ppuN MUST BE PLUMBED TOLSTHER MTH A COAMW UNE TO THE PUMP.
NMEN AND MAIN DRAN YUST NIT BE VAL— 111ATELY
(5) POOL YLST NAVE MAN CPAM MNMUM S 0' AP i OR BFPARATO ON IXTICENT PlA1E
(d) WAN DRAINS MUST BE PLUMBED TOG_. Mnl AM L'OWW UNE TO ME PUMP.
FLORIDA ENGINEERING LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FLORIDA 33952
(941) 391-5980
www.fiengineeringllc.com
PROJECT NO. 21 OU8&2 CA CERT. #307821
�
C UYP
W/
�M knoll T
111RRR ER
5 MAIN DRAINS
W/ VENT OPTION
No —
(I) AT LEAST ONE RETURN LME IS REWR1 FOR —1 JOD 1, R. OF SURFACE AREA
(2) RAIN NEEW BE r SCII. AO — FROM 4 NNC FOOT ORAKL BUB BENEATH MAN DRAIN
PR EW YEHT)
(J) TMD RUNNERS REOUREO IF POOL AREA GREATER TXAN BOn sF.
1
µ) NAN d1ABN LIyc.ATm NEAR DEElcsr PART aF T11E
POOL
(5) MUSE NAVE MNN DRAM MMMUM 3'-O' APART OR—ARATED ON dFPOI NT PLANES
(6) YNN DRAINS MUST RUN13E0 iOGk MFR NTN A COYYW UNE TO iNE PUMP.
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N
PAVIONCRIE E FOOTER
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W/ 2 #4 REBAR
®
b
BONDED W/ #8 COPPER
LL�a
12
Q
C+ -
SLOPE 1/8" PER FT MIN
W
4
WATERLINE
FIBERGLASS SHE " COMPACTED BED FOR PAVER
BACKFILL 6" MIN. PER
GEN. CON5TR. NOTE'11'
(12" MIN FOR
/ ♦
EXPANSIVE SOILS
V
M
OPTIONAL WALL SECTION
NOT TO SCALE
NOTES:
—LDESIGN CONFORMSTOTNE-1.1 ANG,
ANGIMBPNGpBG J, 5. ], t5
C.W19 E.c ,fE.1 T02 IAPMD REPORT ER 0298
21y2p FLORIDA BUILDING CODE
DATE: II2/02i21121 �FFUCRRIFLOW CA SIDENnw.000E
r� 2017 NATIONAL ELECTRIC CEDE
2018 INTERNATIONAL —MINING POOL a SPA CODE
REV I DESCRIPTION I DATE I AN
AECC/SAN JUAN POOLS
BY: AMUMAN ENVROINENTAL CONTAINER CORP. 'v'"'•'•r 4N
2302 LASSO LANE 5lYWn W Salpub
LAKEWID. FLORID J3601. Stilt. Of
(B63) SM-3020 Lk . NO.:
OMe. aA..W.tl ,. ✓pe AY. Iepwa.e•.
APR 2020 I KVT 0000-20 SIDFFT
017. STAB a
ra.4
SPECIFICATIONS/DETAILS 1 2 of
IIIIIIII
PATIO POOLS
o C5
SEDONA - 875 CANYON I,AIIO; - 180 PARADISE - 090 FORT MYERS - 075 ISLANDER - 600
14Mr•r 1.� l� �r
.N. 0-:1-r' rirr
N M va.•la. w u,••,e+ u
SPAS
El CD a. �* a. as Q- [Tj
SEA ISLE - 650 LAKESIDE COVE - BSQ HAVEN - 9OCT LIDO/PARIS - 7SQ ISM - 8RD DIAMOND - 8DIA GRANDE - M90CT SARASTA FOR CHAMPAGNE - 747 MARGARITA - 746
7E0 �;E' �'-�r er r
1a.r,9e v uarm ,m[rW. Y •A
1_1��
�e
�&
1=�
CRYSTAL SPRINGS - 105
CRYSTAL REEF - 727
CRYSTAL BEACH - 728
CYBERLANE - 751
CYBERL.ANE - 750
Ns. rr a-rw•-r
[OY r-fd�
Ig�al•e ,n.1, YL
IID. b WR
M•rE w r-rl••-r
011. rKN,��
.O[Irl' iiIRl6T
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rwt!! M Minn
N« .•.Ir
riM
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rrm•
-
vLal[M N ua,¢T
CD
GULF BREEZE - 700 ARIELLA - 381
Iasr+oe u�ixrm .wNNN: N I•MMT
9::9
KOKOH� COCOAB�
21ww
�tz
n
CRYSTAL COVE --J7fj29 ROYALE - IOK NASSAU - IOKL PENISULA - 947 CHARLOTTE - 12K MONTREAL - 730 VANCOUVER - 734 SYDNEY - 740
C:::)
E:l
=ED
PALM BEACH - 060
SCOTTSDALE - 926
MAI.IBU - 300
_BROADWAY - 028
BAYSIDE - 220
_ _ rsn• r�.�r
u M •u i°i°uuar
CD ct
SUNDIAL
L_--- 180 [E[ANI� HORIZON
`-' YANDALAY HAY - 222
q-razrr Nta[ •.. •-sar-r r.-m-r q-rw'
°"Nina w°D"irc riom" mm a.N, v.°�°`u c� r-r. rr
Ner,ae M W �. nNM.,s M M..rA+ rouse• •. uMm raNru a,w1O�aT
7- m
(ZD
C:3"
c::3
WYI.ELA - P21
CENTRAL PARK - 382
STARLIGHT - 140
CATALINA - 150
PfA•[1R T W6T
reuiEm. v w.r[.e
vMrEMt M I r
I•N[TOt M VU•R
I T ,
FLORIDA ENGINEERING LLC .
4161 TAMIAMI TRAIL, UNIT 101 ,
PORT CHARLOTTE, FLORIDA 33952
(941)391-5980
www.flengineeringlic.com
�fq:GNnder ,.P.E. A80102PROJECT NO. 2100488-2 CACERT.OW782 02/u2/2D21
DECKS
ELI I
-,P
BAJA BEA�FUNDECK - 221
FUN DECK - 444
SCOTTSDALE TANNING - SHELF-1
TANNING LEDGE- SHELF-3
NOTES:
POOL DESIGN CONFORMS TO THE FOL—NG
ANSVNSPMSPSC _3.5. 7. IS
IAPMU REPORT ER 0288
2020 F_ORIDA BUILDING CODE
2020 F,ORIDA PLUMBING CODE
2020R OA RESID—L CODE
20,7 NA— AL ELECTRIC CODE
201E INTERNATIONAL SVAMMING POOL A SPA CODE
REV I DESCRWTION I DALE I API
AECC/SAN JUAN POOLS
8Y. AMEWtl ENVIRONMENTAL CONTAINER CORP. 9ie2igW�'
2302 LASSO LANE St— Scalaue
LAKELAND. FLOWA 33M Sl.t. al
(a53) m-]010 Lbn.. N.,
APR MO KVf 0000-2D �T
Oh, STATE DP
r•.. FIESIDENTIAL POOLS d 3 of
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H
Z
Lu i- O
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J
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[n
GENERAL CONSTRUCTION NOTES:
1) -Spa installation Nall w by o qudlfxd and Ilamsed (approved by
local .Hain, depa,Ulet M Son, Juan pod*) pod*) pool cmtracle. The
Inetdlotion hose conform to all state and lacd W/ding codas. o.
Z are tenants of my aeeadvtim YIth Mediation.
2) -This droehg Is PrsparW far below ground Installation on iswl sitse ady.
Fe pwtidy ar aN,pletely obow ground installation, Mopbqq Res. near
foundations 9r other special cirwmen stronces, other glnaaring ondysle
and dslol. are replked,
3) -Water Nppy air disposal Nall be so omaged that this 1, no
awe dmnectbn with d—snitic eevlw.
4) -Main eraln a to be eell6ed a, cwnp6mt elth ANSI/ASME
A71119.BM-19B7 —,ly fwtw d in plow.
5) -Filtration systems, component, and a i-nnt "I campy Nth the latest
,sTielm of ANSI/ApSP-7.
6) -Entire spa rate copaolty shot haw d.Wp d t— a— wp.Ry of
t Ieaet otters Per hour, based an the —loot—r, sped6ed rate of the filer
In It elson r .dl. condition of the filer.
7) -AIL eleetric shill cenfomn to N.E.C. No overhead high tmelw wire. Nall Pose
elthla 20 feet of spa or feed wires Mthln 10 feet of spa.
8)-Cen—
t. Nall be 2500 Pal at 28 days- Spa bottom to De placed in
m 4' Min. of ed a 3/4' mac dla. growl. C-c. Slab to haw 5.6, /10/,0
wen
suspmd,d In concrete and /6 solid copper.
9) -1-tall 12 Volt light. When allawsd by Iaaal node. Nigher Voltage Nall be GFI
el prataed per NEC. Al Inetose, option LED a Ftberoptla Lighting may be used.
JO)-�rppwU dtst"I b Properly
at K' rmd d W wffenl
strengthy —7
11) -Al pipe to be PVC aaledulNO eultnbl, for potable sate w squlVolmt.
or per Iwd ad.
12) -Ma.. wlaclty In a—r. Piping to be B' pe, ,.aond.
13) -Maz. wlodty in wakes piping to be 6' per second
14) -A diecamsct seitN shall be -.-be, lomted within eight of Ws- and
shall be located at $met Tw feet (5') horizontally ham the Inside ests
of the spa.
Typical properties of a REINFORCED FIBERGLASS spa:
& MAIN DRAINS OPTION
NOTES:
(1) AT LEAST OIL Rnwas WE G REQUIRED Fen EVERT S00 50. R. R WMRAGE AREA.
wsMM SEPARATON OF IeES ENTERxq !A
(x) SWPCIRIREO'0) T1 DE 2' Sal. 40 M RCUING
NR1 4 MIG FOOT BED BNGM Y EM1 ORNN
ro 1tE (lllYll
E
(3) YAN CRAW IDCAIm KAR DEEPEST PART Of THE !A GN WAIL a TO W OFF BOOR
(4) SPA MUST NAVE YAM DRAIN IWwRG r-01 APART OR SEPARATED W wFEMR PEDALOS
(B) YAN DRAMS MUST BE %MIIED TOGETHER — A GpYQN UNE T3 LIE PVIB.
YAM GLANS CAN NOT BE VAVED $PAMTELY.
Bancol hardness of 30 m6 gel coot 40 - 50
Gloss eontmi Dy selght 27%
'en
,1. etrengp, PS at 77 F 19,500
Tensl. "'N'tia. 1 - 2R
Rested etrmgth. PSI at 77 F 23.800 - 27.600
FI.Mad modulus PS , 10 al 77 F 0. ]2 - 0.77
Isad InVoct FT-lBS/N h of notch 5.9
Coem-1. Woogth, PS 25,000 to 38,000
thickness, thicknIndle 3/8'
r Na 12 hew. TIED BGro NRE
UP EL�,mG
PAREL
POOL DECK 6" Nam"
WATER LINE lnuE GtDGt AtpgNptpR 1pT �
/ Pip! 1Et11 N�'gl4MG
4' DECK W/ 6Oa 10010 "RE MESH /
OR FIBERMESH 2500 PSI CONCRETE MIN srYOSLw7
P_08ERIMETER
SOLID COPPER BOND AROUND EDGE IH
PERIMETER 18' TO 24' FROM WATERS EDGE OPTIONAL 6' TB.E xG a w. mac cam wAE
FIBERGLASS REINFORCED SPA SHELL Np � e
PLACE CONCRETE DECK ABOVE AND POOL2APEA'/4 'a 40 PVT:
BELOW POOL 45' SHOVEL CUT---/
SS SHELL SHALL HAVE
1MCNNESS 0 ABOVE
RETAINING POTION
lS
7 1/4' MN. 2z2 (3) WOOD SIRUSTRU15 ON LONG SIDES
TY
(2) STRUTS ON SNORT SIDES
CONG f001RHG (TURNDOWN)
WAIERLRNE
k 9JB W/ 2 µ RERAR
9 7/I' MIN.
PAVERS
1 6' PER FT MIN
FIBERGLASS SHELL
8117ML S lIX 1EN NOTE: APPLIES TO SEDONA POte
ceett N16 r NOTE T7 d CANYON LAKE POOL ONLY
Ir G ecR
ElPAF61Lf SOTS)
RAISED. BEAM WALL SECTION
NOT TO SCALE
3' MEN
OP ONAL COATING
f OBCk W/ mil twD WIRBEwI
aRFeW019Sw IWICtlI/' NIB W
M BOlDOD11e1W01D A11011D Ya1!
P9WETp1 r TO M fW9Y WATasllDot
GRADE SLOPE All 1/4' PER FOOt7
�AS REO'0
1-,5 COY,. e
2-A cGHT.
PLACE CONCRETE DECK ABOVE AND
BELOW POOL WALL UP W/ 4W SHOVEL CUT
CLEAN COMPACTED FILL
ALTERNATE COPING DETAIL
NOT TO SCALE
3-1/2' NAND HOLD EDGE POURED IN PLACE WITH OEM
WA�SECTION
NOT TO SCALE
WATER 1111E
Lg_1/p'
OPTIMAL 8• TILE
WHITE OR UGHT PASTEL OR IRRIDUM COLD"
MANUFACTURER STIFFENED AND
REINFORCED FIBER GLASS SPA
ELECTRICAL DIAGRAM
N15
NOES:
(1) MOUND ALL BOLES. MOTORS, WAS RARA METAL MALLS, ETC
— NO. B SoLU Barn NRED.
(2) wATDERoaF gSG.EGT 91ALL at AaESR WIE. L-- NTIR —1 OF TIE SPA ANo SH/LL
Z AT LEAST S R MOIOIWTALLY rues THE elm[ WALLS OF THE !A
(3) SPA — To BE Ost eteatt— Wm — TRANS — TO LOW
VOLTAW 11gM1Mo.
FLORIDA ENGINEERING LL(D.ATE:
4161 TAMIAMI TRAIL, UNIT 1
PORT CHARLOTTE, FLORIDA 3395(941)391-5980
www.flengineeringlic.com
Gunderson, P.E. N60102
PROJECT NO. 2100488-2) Ill,CA CERT. R3078-
s�xSiE 'r
G7\o
'`.I',lM
F4 UNIT __. Be 6ZJ J WSB OPTION
11�j'
NOTEz
(1) AT IFAST ail RETAN IIIE IS KGIeMD FOR [Min ]w SQ R. 6 SUPTACE AREA
WNNUY RPARATW OF Ixs EN !A ato R
(IDsUP ME (WIDN BE eSUM r sal. SOW PVC FROM l AFOOT
wAieonLOEAMstAwl oRNx O Ir FROM EQUIPMENT,(')
LL
MAIN
BE VALV CAN NOT T �M NbEdnEAYM 1, CtlRIW ME TO TE NAi.
^
Q
U
3
use
W
LU
LL.
W
AON-MAIN DRAIN OPTION
DRAIN OPTION
NOTES:
11) RENRN sNLEIs AND sucnax ounETs BIAIl eE PROAmEo AIo ARRANam ro PROLmE A LeNaIN
CWIGAAIpN Di MATT Non YNtTAI A lRRfaY SNsI@R R[mINAL TEGIGIaR IK MIME !A
NOTES:
FOOL DESIN CONFORMS TO THE FOLLOWING
ANSLWBPMBPSC.3. S, 7.15
U PMO REPORT ER 029e
702EFLORIGAgLe ONGCODE
= RORIA PLUMBING CODE
= RORIDA RESIDENTIAL CODE
2017 NATIONAL ELECTRIC CODE
201s YITEIIf1ATINAL SWIMMNG POOL S SPA COM
111
Z
Z }, U
Z m W
0
V/