HomeMy WebLinkAboutBuilding plansV
NORTH
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LOT 22
.------
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DESCRIPTION:
LOT 23, "RIVERSEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 67, PAGES 35 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUOE CWNTY,
FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 47,066 SQUARE FEET / 1.060.5 AM MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS. COVENANTS, AND
RIGHTS -OF -WAY OF RECORD.
R E C E I Vf duaHU—
FEW 16 2017
PERMITTING
St. Lucie Country, N
1 PY
Y AA.
W:. j' Na9s18F o�s�
1,,41REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WTH AN EMBOSSED
SURVEYOR'S SEAL
2. SURVEY MAP OR TIE COPIES THEREOF ARE NOT VALID WRNOUT THE S6NATUE AN0 THE
ORWTNAL RAISED SEAL OF A FLORIDA UCENSED PROFESSIONAL LAND SURVEYOR.
3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS.
OWERSMP, OR OTHER INSTRUMENTS OF RECORD,
4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VETTICAI. DATJN
(N.A.VD.) OF 1989,
5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE LOT 23, HAVING A BEARING
OF NBT234&"E.
6, THE DESCRIPTION sHom HEREON IS N ACCORD NTH THE INSTRUMENT OF RECORD.
7, UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
& ADDITIONS OR DELETIONS M SURVEY MAPS BY OTHER THAN THE SGNNG PARTY OI!
PARTIES IS PROHIBITED NTIOUT WRITTEN CONSENT OF TIE SGNNG PARTY OR PARTIES
9. FLOW ZONE: AE EL-6 AND K; FIRM MAP NO. 1201IC: COMMUNITY NO. 1202B5, PANEL
NO 0406 J; DATE: FEiRUARY 16, 2012
10. BENCH MARK: TIDAL BENCH MARK. ST LUCIE COUNTY: "672 2334 TIDAL C. ELEVATCN-
2.60 (NAVD BB).
11. PROPERTY ADDRESS: 3166 NW RA C FFE WAY
CAULFIELD & WHEELER, INC. RIVERBEND
CIVIL ENGINEERING - LAND PLANNING
LANDSCAPE ARCHITECTURE - SURVEYING LOT
7900 GLADES ROAD - SUITE IDo BOUNDARY 5 SURVEY
BOCA BATON, FLORIDA 33434
PHONE (56 U-392-1991 / FAx (5610-750-1452 ST LUCIE COUNTY, FLORIDA
w
r,
� Ld
FORMBOARD SURVEY
10 & 16
ADDED PROPOSED SEPTIC AND FIN. FUR. ELEV.
7 8 116
REVISE FEMA INFO
S 26 16
PERMIT SKETCH
5A 6
JB
REVISIONS
DATE
BY
0
DATE 5 12 16
SCALE 1"=30,
FlD.BK. N/A
CHFCKED BY DPL
PAGE N/A
I NAME 6567L23
8587
SHT.NO.
OF 1 1SHEETS
FLORIDA BUILDING CODE 2014 5tn EDITION, 5WIMMING POOLS AND ALL APPLICABLE
COUNTY AND CITY CODES SHALL GOVERN.
LEG 2014 454.2.G. I CONFORMANCE STANDARD: DESIGN, CONSTRUCTION AND
WORKMANSHIP 5HALL BE IN C INFO MIT' WITH HE REQUIREMENTS OF AN51M5R
3 AN5 M5F` 4 ANSVN5FI 5 ANSIN519 G AND AN5VAPSP 7.
2. PEG 454.2.G.3 WATER VELOCITY.- POOL PIPING SHALL 8E DESIGNED SO THE
WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (3048 MIMIS) FOR
PRL550RE PIPING AND 8 FEET PER SECOND (2438 MM5) FOR SUCTION PIPING.
EXCEPT THAT THE WATER VELOCITY SMALL NOT EXCEED 8 FEET PER SECOND (2436
MM51) IN COPPER TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH
AN5UAS6P 7.
EXCEPTIONS JET INLET FTTTING5 SMALL NOT BE DEEMED 51J6JECT TO THIS
OVR�I -FNT.
3. FBC 454.2.G.5 "ING INSTALLATION: ALL PIPING MATERIALS SMALL BE IN57ALLED
IN STRICT ACCORDANCE OTH MANUFACTURERS INSTALLATION STANDARDS.
EXCEPTION: PRIMER AND GLUE ON IXP05ED AEOVEGROUND PIPING NOT REQUIRE)
T��LORED .
4. FBC 454,2G.9 ENTRAPMENT PROTECTION., FCR SUCTION OUTLETS 5MALL BE
147ALILED N AZC0RMNNCE DF AN5VAPSP 7.
S. FBC 454.2.6 VALVES.- ALL VALVES ON POOL PIPING SHALL CONFORM WRIM
5 CTION5424.2. 11 THROUGH 454Z&4.
G. MC 454.2.9 WATER 5UPPLY.- UNLESS AN APPROVED TYPE OF FILLING SYSTEM 15
jNSTAJjjED. ANY WATER SUPPUY WHICH IN THE JUDGMENT OF THE ADMINISTRATIVE
AUMOROHY MAY BE USED TO FILL THE POOL 5HALL BE EQUIPPED WITH
BACKFLOW PROTECTION. NO OVER THE RIM FILL SFOUT SMI BE ACCEPTED
UNLESS LOCATED UNDER A DIVING BOARD. OR PROPERLY GUARDED.
7. F5C 454,2.12. 1 PRESSURE TEST: ALL POOL PIPING SMALL BE TESTED AND
PROVED IG TO SATI ION OF THE ADMIN15TRATFVE AUTHORITY. UNDER
A STATIC WATER OR AIR PRESSURE TEST OF NOT LU55 THAN 35 ROUNDS PER
SQUARE INCH (MI) (241 KPA) FOR 15 MINUTES.
EXCEMPTION: CIRCULATING PUMPS NEED NOT BE TESTED AS REQUIRED IN THIS
SE ION.
8. FBC 454.2. 14.4 CONNECTIONS.- ALL WATER HEATING EQUIPMENT SHALL BE
INSTALLED WITH FLANOR UNION CONNECTION ADJACENT TO THE HEATER.
9. FBC 454.2. 15 GAS PIPING.- GAS PIPING SMALL COMPLY WITH TIE FLORIDA
EHi1LDING . FU L GA5. SEPARATE PLANS AND PERMIT REQUIRED
I C. FBC 454.2.16 ELECTRICAL.- ELECTRJCAL WIRING AND EQUIPMENT SMALL COMPLY
W PI CHAPTER 7 OF THE FLORIDA BUILDING CODE: NFPA 70, NATIONAL
ELECTRICAL CODE, EXCEPT ARTICLE 50; AND NFPA 70, NATIONAL ELECTRIC CODE.
ARTICLE G80.
1 I . FBC 454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENT.- RESIDENTIAL
WIMMING POOLS SHALL COMPL W H 5 10 PBC 454.2.17. I THROUGH
454.2.17.3 EXCEPTION: A SWIMMING FOOL WTRI ANXPPROVED SAFETY POOL
COVER COMPLYIN�ASTA P 134G.
12. PIPING PIPING SMALL BE 5CM. 40 BEARING N.S.F. APPROVAL PER MC 2014
R41 1
13. STEEL- REINFORCING STEEL WILL CONFORM TO A.5.T.M. G 15 GRADE GO
14. SDIL5- IN ACCORDANCE WITH FBC SECTION 1518. 11VHZ BEARING CAPACITY
SbIL; BASED UPON RATIONAL µALY515 AND KNOWN VALUE5 IN THE
VICINITY, THE IN -PLACE BEARING CAPACITY OF THE SOIL BENEATH THE POOL
AND RELATED STRUCTURES SHOWN WITHIN THESE PLANS IS 2000 Mir AFTER
EXCAVATION AND COMPACTION IN ACCORDANCE WITH CURRENT EDITION OF
MC. SHOULD ANY MUCK, MARL OR OTHER ORGANIC 50115 BE D15COVERED
ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY. ALL
CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SMALL BE
CONTACTED TO CONDUCT AN INSPECTION, STRUCTURAL ELEMENTS ARE
DE51CNM WITH A REQUIRED BEARING CAPACITY OF 2000 P5F, UNLE55
OTHERWI5E SPECIFIED.
15. CONCRETE- POOL WALL5 A FLOOR WILL BE PNEUMATICALLY APPLIED CONCRETE W.
A IN. 2B DAY COMP. STRENGTH OF 4,OD0 P.S.I.
1 G. TEMPERATURE- POOL OR SPA TEMPERATURE SHALL NOT EXCEED 102' F.
17. TOMTIT UNES OVERHEAD ELECTRICAL POWER LINES 5MA11 BE LOCATED A MIN. OF
I D ET ROM POOL WATERS EDGE AND UNDERGROUND ELECTRICAL POWER LINES
SMALL BE LOCATED A MIN. OF 5 FEET FROM THE POOL WATERS EDGE OR IN
ACCORDANCE WITH NFPA 70, NATIONAL ELECTRICAL CODE, ARTICLE 680.
15. NATIONAL ELECTRIC CODE. B='-CTWCAL AND ALL BONDING SMALL BE IN
C PUANCO E WITH A T Elf G60
19. CONTRACTOR MUST APPLY PROPER MEANS AND METHODS Of CONSTRUCTION TO
PROTECT Al_ D05TING STRUCTURES. UNLESS OTHERWI5E NOTED, THE DE51GN
ENGINEER HAS NOT BEEN ENGAGED TO CONDUCT, NOR HAS HE CONDUCTED ANY
FIELD TESTS, EVALUATIONS OR SHE VISITS WITH RESPECT TO CONDITIONS A5
THEY MAY EXIST AT THE SITE. THEREFORE, THE DESIGN ENGINEER 15 NOT
RESPONSIBLE OF, AND ASSUMES NOT UABILIIY POP, EXISTING STRUCTURES,
INCLUDING THE CONDITIONS OF EXISTING SEAWALLS AND APPUCANUTY FOR
EXCAVATION IN ITS PROXIMAL". SHOULD ANY EXISTING STRUCTURE BE
ENCOUNTERED. STOP CONSTRUCTION AND IMMEDIATELY NOTIFY THE DE51GN
ENGINEER AND BUILDING OFFICIAL PRIOR TO PROCEEDING THIS INCLUDES BUT 15
NOT LIMITED TO ENCOUNTERING THE FOLLOWING:
'WALL ANCMOR RODS
'FOUNDATIONS OF SEAWALLS, BCILDINGS. POWER POLES
'BURIED VAULTS AND DRAINAGE BTRUCTURE5, AND OTHER
BELOW GROUND 5TRUCTURES
20, SHOULD THE INTEGRITY OF A 5FAWAJI BE FOU40 TO BE INADEQUATE OR BECOME
COMPROMISED. THE CONTRACTOR 5MALL 1MMMD ATELY ENGAGE THE HOME OWNER
IN CORRECT VE MEASURES A5 DIRECTED BY A ICENSED QUALIFIED SEAWALL
CONTRACTING SPECIALIST. THESE PROGFIDURE5 SHALL BE IN PULL COMPLIANCE
WITH RECOMMENDATION5 MADE BY THE DE51GN ENGINEER AND LOCAL BUILDING
OFFICIAL THE CONTRACTOR AND OR HOMEOWNER SHALL SECURE THE STRUCTURE
WTTHIN 46 I-OUR5. 5A5ED ON SAID RECOMMENDATIONS; TO INCLUDE, BUT NOT
L'M(TRED TO. THE EMERGENCY INSTALLATION OF HELICAL PILE5 OR BATTER PILES,
2 1 NOTE I - POOL LCCATION-THE DE51GNER AND THE ENGINEER A�UME NO
R 5IBIUTIr TO THE LOCATION OF THE POOL, PATIO AND EQJIPMENT
ENCROACHING INTO CASEMENTS. OR 5ETBZB
22, NOTE 2- PLAN PROPERTY -THE PLANS REMAIN THE PROPERTY Of -HE 5PFI IF'E^
DESIGNER, ENGINEER AND CONTRACTOR AND :µNOT BE TRµ5FERP.ETi'WITHCUT
WRITTEN PERMISSION PROM -HEM.
0o
(1I 8 AlARE 50UD COPPER
WIRE. ALL AROUND POOL PERB,AETEI
)B�
WITHIN 18"-24' FROM WATERS EDG
AND 4'-6' BELOW GRADE.
per`
JUMPER SHALL BE INSTALLED IN AT
LOCATIONS EQUALLY
AROUND THE PERIMETER
POOL OR SPA W/APFROVED
ATION DEVICE
) d3 CONT.
i
AWG BARE SQUD COPPER
ONDING JUMPER
3 Q 12-OA.E.W.
IN. 3' COVER (CENTER)
5TEELTEX FORM, MASONME
OR MIN, i/8' PLYWOOD
!3 Q 12- O.C.E.W.
BOTTOM CENTERED FOR
DEPTHS UP TO 6' DEEP.
I G' MINIMUM THICKNESS
TYPICAL WALL 5ECTION
NOTE: SOLID COPPER WIRE 15 REQUIRED WHEN BURIED IN THE
SANOSOIL UNDER A BRICK OR PAVER DECK TYPE SURFACE.
THE FOLLOWING PARTS MUST BE BONDED TO THE EQUIPOTENTIAL BONDING GRID:
A) METALLIC PARTS, B) UNDERWATER LIGHTING. C) METAL FITTINGS, U) EUBC IRI
EQUIPMENT (PUMPS, HEATER5. ETC.), Q REBAR IN POOL STRUCTURE, F) METAL
CABLES, G) METAL PIPING, M) FIXED METAL FARTS, 0 METALLIC SURFACES OF
ELECTRICAL EQUIPMENT.
0
IMPORTANT N1
OVERFLOW )e't
I
PE IN I•
WATERLINE TILE
'HESCE PLAli'V AI
; ARE SUBGIlr CT
OPTIONAL
2' ,
2) N3 CONT.
¢
REQUIRES WTg
MAY(LEEC'� F;COMPLY(2)
4CHAMPAGNE
8' ROUND
MAINDRAIN5 WITH
APPROVED GRATE
SECURED WITH
SCREWS
5PA 5ECTION
5EEFIMNG
A
- '"'�''^
- CONCRETE SLAB PER
F.B.G. 1620.3
RBBASE
t
PUMP
FILTER
MEATER
MOTOR(5)
OF INDICATED)
NOTE:
WCMOR 5OLT5 THROUGH BASE WITH 1-3/4' X 3/ 1 '.'TAP CON SCREW OR
316 ANCMOR BOLT FOR POOL PUMP 4 FILTER
• HEAT PUMP - (4) ANGLE BRACKETS, EA 2-12' IN LENGTH, EACH BRACKET
SHALL BE ATTACHED TO THE CONIC. WITH (1) 1-3/4' X r? TAP CON SCREW
(OR I' ANCHOR BOLT) AND ATTACHED TO THE EQUIP WITH (1) } 5ELF
TAPPING SHEET METAL SCREW.
FOOL HEATER SMALL BE PROVIDED WITH A THERMOSTATIC OR HIGH
• PRESSURE CONTROL SWITCH OR OTHER ACCEPTA13LE OVER HEATING
PROTECTION DEVICE 50 POOL WATER DOES NOT EXCEED 104 F
• COMPLIANT WITH FLORIDA BUILDING CODE 2014
POOL EQUIPMENT ANCHORING
1 :7 SLOPE
MAIN DRAIN PER MAXIMUM
.� R4101.21.3
LONGITUDINAL POOL SECTION A -A
ALL PROPOSED WORT
I ANY CORRECTIONS
X INSPECTORS THAT
.H
7__E�-WATER UNE
1 �
2' COND.—,
I
I ^ COND
— 12V VAC LIGHTING
N07E:
I
NO NICHE O R
THE U5E OF WHITE
BONDING REQUIRED
PVC 15 PROHIBITED
A
GLO-BRI' LIGHT DETAIL
fQ
a
ANDARD PACIFIC HOMES
"RIVERSEND" - LOT 23"
VAN HARTESVELDT
RESIDENCE
3166 NW RADCLIFF WAY,
PALM CITY, FL 34990
Protect No: 16-0128
Date: 11.02-16
The c—q0 ,m-uw, dengm, mrd)ogm
teptesentedin Iheee sheen. th property
a.(dN Pvpccnve..m .Airy repmluaion
oJthts nfbmmrlon m with the Azp,-,,
WA. c.imgfdw.m This
.,tor canon. onlybe caredm work the
Duren Is. aulhorlmd and airy
mptorbiw. ta.rtrialy prohibited wHhmn
the a prexs tmhar¢mlon fthe t ,I ertve
owner. Wtinen dlmemiom on Them
drowinp shd) have ptreedewe oversee/e
dilttemiom. A!)cwas .w. shah bem
a¢otKanee with the acreptod Florda
BuihBrg,., awe, atd LmdCode:r.
5UN5HELF / STEPS DETAIL p
A--BULLN05E BRICK
WATERUNE TILE 6' _ i 8„ ��,
t \- (2) M3 CONT. m��' ■■■
�
WATERllNE ; ro i ENGINEERING INC.
TILE—' --• r3® 12'O.C.E.W
(SEE TYPICAL
_..i WALL SECTION) / i1y'-; h: ^' CA� ley
5WIMOUT / BENCH DETAIL '' Ido %*
�'. p, le •�(
ST. L ri'r"gU\� KITH Dw "nisI0\ ®*i ccc ��' Q•p:: �'a .s`�
`d.� Ind l LICENSE #63895
AYD PERMIT MUST BE KEPT ON JOB 6810 North State Road 7,
INSPECTION WILL BE NUDE. Coconut Creek, FL 33073
Plana: 954617-8143
PAGE: 2 of 4
APPROVED ANSI-A5ME 1 1 2. 1 9.8-27411PAIN 5UC"ICN OUTLETS COVER/GRATE M ORM TO
COVER5 TO BE FASTENED W. 5CFMW5 MOST REGENT EDITION OF A5MEIAN517712. 19.8
WATERWAY G40- 18xx V
(1 53 GPM MAX. - FLOOR THRU GRATE @ 2.72 Wuc)
(SIG GPM MAX - WALL THRU GRATE @ 1.73 Wsec)
ROCK BED
8" ANTI -ENTRAPMENT SUCTION
OUTLET COVER / FRAME
SWELL 4M I p MAININ
PERPOO I CTION LINE TIED
HYDROTO3PTOGETHER AS
VALVE2HOW
0 8.65'� (PIPE SIZE PER PLAN)
x PUMP SUCTION
WELL POINT DETAIL 080`
BRANCH PIPE
8' MAIN DRAIN WITH .975'
T�RjO APPROVED COVER IL83 SQUARE INCH
M `jER (AN5U/ASME 12.19.8-2014)
BEN (Addendum 8a-2014) OPEN AREA
SEE PIPING
SCHEMATIC FOR
PIPE SIZEi�I
MAIN DRAIN DETAIL GPADE LEVE
WATER LINE
30' X 30' RA15ED 18' TO BE (5) #3 POOPS
SHOT VATH SOLID GUNITE, HORI_c NTAL
AND #3 @ 1 2- O.CE.V/. AND (8) #3 VERT
424.2. 14.5 REUEF VALVE: A INCLUDES A (2) 1-1/2' 51-_'EVE
PRESSURE R11EF VALVE SHALL De FOR WATER BOWLS
INSTALLED ON THE 05CHARGE 510E
OF THE WATER HEATING EQUIPMENT.
#3 TO OVERLAP MIN.
18" O?I POOL FLOOR
COLUMN DETAIL
34121N 1/2 COVID
P!P MANUAL STARTER
SWITCH (PIP 1 TIME
1 CLOCK,
R BLOWER
CHLORINATOR
WP GFI 10 TO 20, 5P5T TOGGLE
FROM WATER — SWITCH
348 IN 1 ° COND. „PATE? -E
L_1
ONE
48' MIN.
PUMP
POOL DECK
g^
MOTOR(5)
LEVEL
MIH.
2
(2)300W
JUNCTION
12 VOLT
18' MIN
50XM5)
TRANSFORMER
BELOW
3412IN
1/2COND.
WATER
"NON-CORROSIVE
NOTE: ALL ELECTRICAL SHALL CONFORM
COND.
W. N.E.C. ART, G80. GFCI- PER
(7)GLO-BRITE_LED
MANUFACTURES SPECIFICATIONS
LOW WATER CUT OFF DE✓ICE5
IN POOL AREA GROUND ALL
ELECTRICAL
DIAGRAM
BoxE ec�T w:xcM,-,EoTOR,
POOUSPA PIPING
SCHEMATICS
ENERGY EFFICIENCY COMPLIANCE ANSUAPSP-15 AND FBC
POOL CAPACITY: ?7473 GALLONS
TURNOVER RATE: 49 GPM AT LOW SPEED (MIN. 36)
TURNOVER HOURS: 6.0 HOURS
MAX. FILTR. FLOW RATE: 49 DEFAULT SET
AUX LOAD: JETS
FILTER: ICARTRIDGE
2- SPEED PUMP CONTROLLER TO BE PROGRAMMED TO DEFAULT
(ONE COMPLETE FILTRATION IN 6 HRS. MIN.) W HEN NO AUX. POOL LOADS ARE
OPERATING WITHIN 24 HRS AND PROGRAMMED WITH TEMPORARY
OVERRIDE CAPABILITY FOR SERVICING
MAX SYSTEM FLOW RATE FROM PUMP CURVE: 104
MFU: PENTAIR
TYPE: SUPERFLO 2 HP, 2-SPEED
MODEL: SF-N2-2A
CURVE "A"'. 31 GPM @ 1725 APSP DATABASE
CURVE "C': 41 GPM @ 1725 APSP DATABASE
MAX. SYSTEM FLOW RATE DETERMINED FOR MAX. SPEED AND
LOWEST HEAD ON PUMP CURVE
SUC. BRANCH: 3 @ 4.51 FPS (MAX 6 FPS)
SUC. TRUNK: 2.5 @ 6.94 FPS (MAX 8 FPS)
RETURN: 2 @ 9.94 FPS MAX 10 FPS
RETURN (PRESSURE) PIPING SHALL NOT EXCEED 10 FPS (SECTION R4101 S.3 FBC)
SUCTION BRANCH SHALL NOT EXCEED 6 FPS (APSPiANSI-7)
SUCTION TRUNK SHALL NOT EXCEED 8 FPS ANSP/ANSI-7
° n _
s
i -
JA
Pp
0
ee P 0
Q�-cp
t
lA—
h�
-ANDARD PACIFIC HOMES
"RIVERBEND" - LOT 23"
VAN HARTESVELDT
RESIDENCE
3166 NW RADCLIFF WAY,
PALM CITY, FL 34990
Prowl No: 76-0128
Daze: I 1-02-16
%he rnnceprs, «bmtnLSrs, drsrgru, aml loges'
represemed rn theseshrev are the property
.fzhe respennn awron. Any rtyrtduction
aJrhis.;f. Lon is wnh the erprus
authnr¢anun ofthe owners. 77us
Injamtarlon •nn anly be used in wahthe
owner Mve wthartsed..d any
reprodunlm u nrinly prolubued wi#mnr
the express who .P n Ifthe .4n't".
owner. Wrltrendlm<rvionsonrheve
d,..,.n shall l precedence aver scale
d�menskt e All eornvu,M d F7ll be in
ocmrdance with the accepfrl F7nnda
Ruilding..S�are, and Laval Cales-
I
MW
ENGINEERING INC.
NO
'?s ��•�QY�,C,Er'"c �� ri
g
:u
'a'• STATE �:4
�Oa� �COR%
O tl
MARK E. WEBER, P.E.
LICENSE #53895
6810 North State Road 7,
Coconut Creek. FL 33073
Phone: 954-617-8143
PAGE: 3 of 4
0
::t
h
mI
6.
0
V
350 L.F. OF
PERIMETER FENCE
-WITH (2) GATE5
LANDSCAPE
SCREEN PER
CODE
EO JIPMENT
LOCATION
CONFIGURATION
MAY DIFFER
POOL INLET5
(TYP. OF G)
PER PER
.424.2.21 5
30" X 30" COLUMN5 PA15ED 15"
WITH LEDGER5T0NE ON OUT51OF
AND TRAVERTINE ON TOP
r ITYP. OF 4)�
T X T CHAMPAGNE 5PA, RA15ED 8"
FROM 5UNSHELF W. (I) GLO-BRITE
LED LIGHT, G THERAPY JET5, TILED
INFINITY 5PILLWAY, 1.5 H.P. BLOWER,
,AND TILE BACK
' x 1 &' BENCH SEAT
WITH TILED EDGE
GLO-5RITE
LED LIGHT5
TTF. OF 2)
CLEANING UNE W.
VAC LOCK PER
,424.2.G.G
0
ow OF 1 )
0
0 00 o
0 O
00 0
7—
❑®
-G" DEEP 5UN5HELF WITH
TILED EDG , (I) GLO-BRITE
LED LIGHT, AND AN
UMBRELLA HOLE
COVERED
PATIO =
200 5.P.
FORMBOARD SURVEY
FIN. FLR.= 11.80
(TOP OF FORMS)
G" DEEP 5UN5HELF
WITH TILED EDGE , (3)
GLO-BRITE LED I IGHT5
DECK =
1 550 5.P.
0o
Q0
350 L.F. OF
PERIMETER FENCE
WITH (2) GATE5-
STANDARD PACIFIC HOMES
"RIVERBEND" - LOT 23"
VAN HARTESVELDT
RESIDENCE
3166 NW RADCLIFF WAY,
PALM CITY, FL 34990
Project No: 1"118
Date. 11-02-16
the concep/,, drawinp. designs. am/logus'
repreaemedm /hese,hed, are the pmpexy
ofrhe respeerive memo. Any repmdexvion
ofthts uhWrma/Pon u with the eV—
auhorizmion of/he owners. m
Information au onlyed and rn work /fie
o m have ,s hm ly unrlairy
Mep Vu ais orlcrlypro the peal r
Me eayress amhar¢adan ofthe respemire
nwmn. Writ/en dUxeurnu on dceee
dimrmeuim/s
d.,,. Alhave precedemeover eagle
Al/ eansvucipha(l he an
ammHaKe with the aceepredFT.Nda.
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ENGINEERING INC.
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6810 North State Road 7.
Coconut Creek, FL 33073
PhortI: 964-617-8143
PACE: 4 of 4
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