HomeMy WebLinkAboutPOOL PLANSs 0 2s
REVIEWED F01
CODE COMPLIANCE,
ST. LUCIE COUNTY
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F E COPY
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OEMC14
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X of repose criteria for St. Lucie County only, for pool f 5' from house
1) #3 re -steel @ 6" OC/BW, and 2) gunite thickness - 6" min
WATER LINE
UNDISTURBED OR COMPACTED
SOIL TOM PROCTOR 6" MIN.' ��
$TANUARD GUNR_E/SHOTCRETE .
0 B -B CONCRETE �3 0 12' O.C/BW FOR DEPTH TO
1 3.V PSI A3 O O.C/BW FOR DEPTH 5t8.MAIN
POOL SECTION
4' CONCRETE
IIta14- )AL
RLE (41HlIl TILE CANTI-LEVER MAkCONCRETEOVER-POUR E
5/8" OR BETTER PLYWOOD
SHEATHING , 2'1 4"1 8' ® 2' O.0
SHORING -DETAIL
N.T.S. I
2500 PSI CONCRETE W/6"x 6"
# 10/10 STEEL WIRq MESH OR
FIBER MESH, (11b/" YQ.' )
o G g„
8" —T
FOOTER . DETAIL
EN'GrENJCLOWRE
DEIN BRICK
BRICK _DBN $KICK
w SAND
hT�CAMCR�IE
JS.
GPP&TECK
SCREEN ENCLOSURE
ENGINEERING (BY OTHERS)
.
BRICX PAVERS
I-/5 REHAR GaltM
-3—#3 REBAR
I" -MIN.
PIPE
SWIMMING POOL PLAN
SCALE: 1/8"=1'-0"
ANTI-ENTMIRMF-WT MD
VC PIPE/ SPA_X-SECTION DETAIL
LEX PIPE —' .TICS.
0
5"-10"MIN.
PVC PIPING IN GUNRE/
SHOFCRETE WALLS S. K VNER E. #16668
FOR POOLS k/OR SPAS
SWIMMING PO(�
Y KOVHF ��i�
PLAN FOR
No.1666i#�p/'I
KASANDRA FA%Acv4T = * * 9,
80461 CARLiaN R9 o
� 13 STATE OF ZZ
BY PORT Sj LUC�EIFU---, 0 ��OR10Il•"G�=�Qz�
St. Lucie Count
/IIIII�
i EL-SIDENGINEERING RECEIVErt
s #EB-0006831
m 139ISLE VERDE WAYMAY p Ito to o 2- OCIDW (TIPS- PALM BEACH GARDENS FL 33418 `9 '
— ST. Lucie Coun
P MAN, Perrnitcing.
AR aB- Equ1v I 'JOCL For K Tr ty
Y IT 00/BW (m) UNDISTURBED 501L�
' N0 EMCf➢RDNS) ` DRAW BYE
I SHEET 1 OF 3
5MILIN BENCH DETAIL SWIM OUT BENCH DETAIL I iron NOr QF_Vl5I0A1 1
1
1
4.;
2 -t" Rl�rt�r�Ns
To 2- 9FC�C 3�i S
2- 1"RETUf'NS
To 2->3 OLERS
2" R�v12N
TO FboL
POOL
PIPE SIZE FLOW (ft/sec)
FLOW THRU S M L> MD GRATES
PIPE FLOW MAIN DRAIN
SKIMMER Z
RETURN TO POOL/ SPA _.__.. :.'...._ ....J.1 �Q . __....... . .
ASSUMPTIONS: POOL FLOW 67%MD 33%SKIMMER SPA FLOW 100%MD
POOL RETURN r FROM PUMP, r1. FROM TEE, 1'-2" M 1NLf T
PIPING DIAGRAM
PIPING SCHEMATIC ras
3—TREAD LADDER
N'T.S.
H/W VAC LOCK AW40Q
FBC 201gy/SEC 4g'Q.I.to'.s 1.2
& ANSI/IiSME A112.19.eM
KI
HANDRAIL &
STEPS (240—SQ.1K MIN)
N.T.S.
MAIN DRAIN DEfAI s
r-
n
I{. [ANG4(F'GF. SLAG or PAVFR,5 .:•
_fmL F_RUIPMUNT SG�'.URFD
W'_ig .TARD1,I5 or ERUIv
STATE OF (V
zz
D
/i�°F �LORIDP'
�. // %Y
EL-SLPk ���G
1rC-:`�: 1"` •.x _r":ci -Open Area=38.791n' #EB-0006
-FlawRate VerifiedMay2011toCPSCTestProtocol1139ISLE VERDEWAY
4APM0 Listed Flow Hates:
g g p PALM BEACH GARDENS; FL 33418
•For2;5"plumbin usin two outer arts=
x='= s + ' I• ,,� 308GPM(Floor) A 212GPM'(Wall)
` For
=--' --- For2.5"plumbing using cen te'rport only =
20oGPM(Flodr),&'76eGPM(Wall). +
-_-_-- •For2"plumbirig using two outerports= DRA WN BY.' 'SHEETZ
268GPM (Floor) & 192GPM (Wall)
—For 2"plumbing using centerport only= ,JOB NO:
O
o�,2D19
m
NOTES ONE OF THE FOLLOWING POOL SAFETY
FEATUREOPTIONS MUST HE PROVIDED:
1. THE POOL MUST BE ISOLATED FROM ACCESS TO A
HOME BY AN ENCLOSURE THAT MEETS THE POOL
BARRIER REQUIREMENTS OF/4"i17 OF THE FLORIDA
BUILDING CODE.
2. THE POOL MUST BE EQUIPPED WITH AN APPROVED
SAFETY POOL COVER.
3. ALL DDORS AND WINDOWS PROVIDING DIRECT
ACCESS FROM THE HOME TO THE POOL MUST BE
EQUIPPED WITH AN EXIT ALARM THAT HAS A
MINIMUM SOUND PRESSURE RATING OF 83db A AT 10
FEET OR;
4. ALL DOORS PRONGING DIRECT ACCESS FROM THE
HOME TO THE POOL. MUST BE EQUIPPED WITH A SELF -
CLOSING, SELF -LATCHING DEVICE VAIN A RELEASE
MECHAMSM PLACID NO LOWER THAN 64 INCHES
ABOVE THE FLOOR
APSP -1 5
,MIMIj+I(}M FLOW 4w ,Guq
.TURNOVER 51J CIPM P. 1600
�� _MINIMUi_'>t_�itTER_liftEA� '
> cA.RTRIDG�r Pyti. Fir1<10p
SAND�<
o DE.. .. ...._ F'z<
_Pt LTEft PUMP -- G,ORVE
t. 5UPERr4n_Vs �sl
1jOUSE PAUCL �
20o j
I
O nQoL
�° Igo. Pcou pPluet_
FPL Z�`Vc2p2o
1
t is
1% GIRD
EQUIPOTENTIAL BONDING GRID
NEC 680.26 (c) 20d 4
Alternative Method per
FL Senate Bill SR 2836
Executive Order 2007-187 signed June 19, 2007
FBG 101.2.1
Single #8 AW G bare solid copper wire
around entire perimeter of pool and
conneted to pool re -steel in 4-equally
spaced places from #8 solid insulated
tails and connected w/approved
mechanical fasteners i.e., split bolt,
bronze pipe clamp (w/bronze screws)
SP CIFIVATIONS:
���71pN7A �p C2Q) CRA3P R19'J I
I. THESE ENGINEERING PLA1�5 COTIPt�' W17�FEC 20f C. 4j4..R PRNATB SWIMMING POOL
FBC 201.JSEC, 4S01, ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP ANSUNSPI -4-92 & NSPI-5.
Iot.2.1 A95I/APSP-15)7
2. GUNITE/SHOTCRETE/CONCRETE To ATTAIN 3500 PSI Q28 DAYS. A0,317mSPI-'3,
A9511ASPCI ICC - %Si(0
3. RESTEEL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACI STANDARDS. .
4. PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS & FBC 4542.3, 2.13.2 n..
PURPLE PRIMER APPLIED P JUDE. TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21
WATER PLUMBING PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 454.2.12.1.
5. ALL RE -STEEL, LITES, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680./ZD14
6. SOIL STATEMEMENT: SWIMMING POOL/ SPA/ PATIO -�Ukw% ssu(t,l 'JjAf7.1-Z Qf? Fl,o'1�
7. POOL / SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. -
HOUSE,SAFETY BARRIER TO BE "THE BABY" FENCE OR ALARM SYSTEM PER CODE (@Y N O ) .
S. POOL / SPA HEATER INSTALLAT ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE CONTROL TO
LIMIT WATER TEMPERATURE To .5 104 a F. FBC. SEC. 4S4.2.14.4.
9. ALL GAS PAYING TO. FBC. FUEL GAS SEC. 24.2.25, / ALL ELECTIRCAL TO NEC. # 680.12011 j
H). AFTER COMPLETION, THE POOL/.SPA MUST NEVER, HE DRAINED BY THE HOME OWNER FOR ANY REASON WHAT -SO -
EVER. A LICENSED POOL CONTRACTOR MUST BE CONSULTED TO ACCOMPLISH THIS. HYDRO -STATIC RELIEF VALVE IS
USED AT ENGINEER'S DISCRETION ONLY. BACK FLOW PREVENTER ON WATER SERVICE (WPB QNLY
11. THE POOL / SPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMNINATE STRAIN ON PIPING.
12. TYPE'O' POOL WALLS VERTICAL WITHIN 11 e, DRAINAGE POOL / PATIO TO GRASS (PBC).
13. BUSH) ENGINEERING ASSUMES NORESPONSIBILITY FOR POOL CONSTRUCTION IN EASBMENTS, OR REQUIRED SETBACK
AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DIMENSIONS -IN FIELD WITH HOUSE AND LOT LINES PRIOR TO "
CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND UTILITIES AT SITE. WATER EDGE SHALL BE 10' MIN. (HORIZONTAL)
FROM OVER HEAD ELECTRIC LINES. - • ..«
14. THIS ENGINEERING PLAN REMAINS THE SOLE PROPERTY OF EL -SID ENGINEERING AND IS NON -TRANSFERRABLE TO
ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER.
15. WARRANTY: TIES ENGINEER WARRENTS THE SERVICES PERFORMED BY EL SID ENGNEERING ARE CONDUCTED INA
MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY MEMBERS OF THIS PROFESSION
CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER WARRANTIES EXPRESSED OR IMPLIED ARE MADE.
POOL DATA & EQUIPMENT & CRITERIA:
POOL DMIENSIONS �Z1 AREA 5,S�PERI PERIMETER 10> 1
DEPTH VARIATION 1 L VOLUME 19�GALLONS
SPA DIMENSIONS RAISED W/ JACUZZI JETS
POOL/SPA PUMP 1'^ FILTER Y- LL LUCJ 1.1 . t PUMP �HP_�GPM ef'sF 1DN f TURNOVER RATE
1i - HRS.
/LTf&S 3 CLD WATTS HEATER BTU FUEL
HANDRAIL dfAQRBR/SWIM-OW-IN BENGN '
p DIAMONDBRTTE/GEMCOAT SMNDARD COLOR
PV1 SLIDE DIVINQ BOARD AUTO -VAC CLEANER INLINE CL2
I P SHEARDESCENTWp-WPM
FTERFALL LIONS HEAD/ROSETTE 2410BOLERS 'i''1.' OCCK MlS
is PATIO �• 7fi0 MATBR1AI. P%�V '� W/DOD t11CI.UO EU
j SCREEN ENCLOSURE FENCE
I' Grade I I
-for paver or concrete deck
EQUIPOTENTIAL BONDING
48 solid ground wire shall be positioned 4" to 6" '
Into subgrade material of decking adjacent to
Pool structure. This #8 wire shall be bonded to
Pool structure rebar in 4 equally spaced points
Where decking exist. This #8 wire shall be placed
18" to 24" in proximity to pool structural wall.
I
= 14"
+2^
E REDUCED TO I
NDRUNTODECK
BOX
90140 PVC
SLEEVED-22 WALL
O-ORROUALED INSIDE PIPE
'LED
ELECTRICAL DIAGRAM
60 AMP POOL PANEL W/ NTS
zag sr ' CU WITHIN MANUAL MOTOR STARTER SWITCH
I" IN. ELEC. CONDUIT TIP PUMP MOTOR w/BUILT-IN
#8 SOLID CU GROUND WIRE OVERLOAD SWITCH W/ 3 - 912 TEEN
TO EXIST. PANEL CU WITHIN y MIN. CONDUIT
(GFCCLOCK CIED)
S.P.9.T. TOGGLE IME CLOCK
' SWITCH W. P, DISCONNECT
12 VOLT TRANSFORMER
(GFI NOT REQVIUD) JUNCTION BOX
3. ALL ELECTRICAL TO COMPLY WITH2O11tNATIONALELEMICCODE,
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
At POINT OF CONNECTION.
2. 3-912 TERN CU WITTIIN 117" MIN. CONDUIT FOR FOOT. L1GHT(S).
3. GROUND ALL BOXES, LIGETS, MOTORS, ETC. w/ #8 SOLID, BAR& COPPER.
4. PROVIDE W.P.G.B,L OUTLET WNW. - 20' MAR. FROM WATER'S EDGE,
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.220. v')n, Ir
0 Install in Skimmer.
• Using proper alzad plastic bushings, PoolBond ran be Installed
In one of Ilia threaded skimmer aueel pods. See'Aosambly Proradure,
for proper lightening of PoolBond.
T
a
Install in a return line:
• PODIBond can be Installed In the Ggrallon return line adjacent to Intel Dlllng,
Avoid Ins1011s11ons that could (rep oIL.
• If ecwea Is required for eUMm purposes, a sprinkle ^ I.
eyalemVolvo Isorgelol f be been. proposes. / T--•. w(- -v-I
Trapped etvza Peedpnger¢TltadWAlmler
OInstall on Suction side adjacent to equipment pad:
• Install on suction aide plumbing el least a' bbl" water level.
• If access Is required for sendce purposes, a apdnki-r eyalem Volvo
bps pan be used. -
/ I BE Solid Copper Bonding
CORD
split
IKOVH/i� .
\� 5\O•�.�CEP13F F� //�
No. 16668
;.
STATE OF %I
/V/�SS/ONAL EaG\\ *
R...riod.dr
BdOe Wole L"s
PoolBond CaeBn
T Inch Malo Pipe Thread
MAY 19
0
SID KOVNE E. #16663
EL-SID ENGINEERING
#EB-0006831
139ISLE VERDE WAY
PALM BEACH GARDENS, FL 33418
For
DRAWNBY. SHEET3 ,OF 3
26 27 LEGAL DESCRIPTION - PARCEL' A:
The West One -Half of Section 34,_
Township 36 South, Range 38 East
33 34 Less the West 100 Feet thereof,
said land lying in St. Lucie
County Florida.
Less and Except the South 171.26
Feet of the West 1372.58 Feet
thereof.
9
tl,
2
19 6IC II it
A BREVIATIONS: w (I
y
�- Be] I South
= Power Pole wN
63= Water Meter IkeC. = Conc etc
.--Square €act
MEAS. = Measured
Site Benchmark _
0 = Delta of Curve
RRL �=� gLLength of curve
PL=Value as pin �eed 33 34
Wood F nce
O.W. = Rigqhht of way 3
FD=Found 5/8" Iron Reba'
X—X—X-- Chain Link Fence
yellow cap marked 'PSM 5543'
01--OH--OH-= Over Head Wires
A6--Value a asured in field
SET = Set 9� iron rebar with
F.F. finished Floor EI vation
I-Va ue as platted & flefd measured
(s)-Wt verified.by field measurement
SURVEYORS NOTES:
1. Unless otherwise noted only platted easements
are shown hereon. .
2. No underground utilities or Improvements were
located unless otherwise shown.
3. This site lies within Flood Insurance Rate Map
Zone X.
4. Flood Zone shown hereon is an interpretation
by the surveyor and is provided as a courtesy.
The flood zone should be verified by a
determination agency.
5. Bearings shown hereon are based on the East
Dine of Subject Parcel as being S 00'15'37' E
according to the Plat described hereon.
S. P.U:D.E. denotes Public Utilities and Drainage
Easement.
r. All Lot dimensions shown are per plat unless
otherwise shown.
TRAILER DETAIL
NOT TO SCALE
LEGAL DESCRIPTION - PARCEL 8:
The South 171.26 Feet of the
West 1372.58 Feet of the North
342.29 Feet of the South 3425.96
Feet of the West One -Half of
Section 34, Township 36 South,
Range 38 East Less the West too
Feet thereof, said land lying in
St. Lucie County Florida.
l�
TRAILER FrE = 12.60
I
�e
% ' / /Kby
�tbL
s
TOP OF FORMS = 1292
(231-0001-000/ 5)
/aoaccv m o�
PROPOSEmD PLOT PLAN
acros scu� Alm eoffmo nsrs arennq
SUBJECT PARM
0
ER OF PARCEL LD.j
—0002-000/ 2) i
I I
WEL/SEPTIC NO CONFUCT
PE�tLhWEPT BP#
— = F1BOARDS
= PROPOSED
FORMBOARD DETAIL
NOT TO SCALE
M11F
""` • "v^y
SME:1 0=00'
Atlantic Land Designs
of the Treasure Coast
Jensen Beech.nFltenue. 34957
(772) 398-4290
oATE:12/6/05
w 1_Za
DRAW: KAC .I
2005-1932
DATE: I
REVISIONS
P
f led to: Chris & Kasandra hasna
ode National Bank
American Title Insurance Company
I hereby certify that the at
and b based an actual moose
survay meets the Minim Tea
Florida adnialatrative code.
Nor VALID wITRWr THE
SIGIIATUIB AM aRIWRAL
RAISED SEAL (F A FLORIDA
LICENSED 9R&YW AM XQM
t,
rue and correct
field. This
apter 6 Gf7
S.Y
a Yw 5543