HomeMy WebLinkAboutPOOL PLANSw T
Z Z
om111M
0 0'
w
LU
LU =
WATER I LINE
UNDISNRBED OR COMPACTED/
SOIL TO PROCTOR L 6' MIN.
STANDA2D G4,N� .
�yoq Psi
POOL SECTION
4' CONCRETE
Rouse -
LE SWIMMING POOL PLAN
Ar SCALE: 1/8"=1'-0"
MINIMUM I' '
GUNTTE .. .. .
e 63 O 12' O.C/BW FOR DEPTH TO BPN'
e3 O 6' O.C/BW FOR DEPTH Y—B'
30 T
DBN BRICK
t7t_/I/8/-1E
4'..CONCR _ 7ILE u u1(,R4
CANTI—LEVER
M7WAILL
CONCRETEF!OVER—POUR
SE
5/8" OR Barak PLYWOOD
SHEATHING
2"x 4'x 8' ® 2'
O.C.
Cm
SHORING
DETAIL
P
.' N.T.S.
1-f+ REBAR
4"CONCRETE
1'-MIN.
PIPE
PIPE) SPA_x-SECTION DETAIL
PIP —N.T.S.
COVE
COVER
5"-10"MIN.
PVC PIPING IN GUNRE/ L
SHOTCRETE WALLS SID KOVNER, P.E-. #16668
FOR POOLS &/OR SPAS
SWIMMING . POOL
PLAN FOR
MATT a ANCALA COME`i SCANNhu
1ROARIKV RO BY
S$ Lucie
2500 PSI CONCRETE W/6"x 6 '.
# 10/10 STEEL WIRE MESH OR
FlBER MESH, (1lb/' YD.x.) °F
UN0151RUBE0•BOIL
—I 8" '•
m Pi
. DETAIL
FOOTER.oRi®a/Ew(m\—
r . u 4 I o�
eTOARC BW�( 9 UNDED
'NO va nws)
5BIy IN BENCH DETAIL SWIM OUT BENC[i_DETAIL
BRICK DRN.—BRICK
w SAND_ j N/CoNeRETE
i� �PRAy-DC:CK
SCREEN ENCLOSURE
ENGINEERING (BY OTHERS)
/ BNICK PAVERS
B'x B'x 16' U71
W7H CONCRETE
EL-SID ENGINEERING
#EB-0006831
139 ISLE VERDE WAY
PALMBEACH GARDENS, FL 33418
For 3WS (tl"RV)
W�
PIPING SCHEMATIC rm
H/W VAC LOCH 19W4044
F13C 20I5p SEC rg 40to•.53.%
& ANSI/ASME A112.19.8M ry
MER &
1'' bl<IMMER
1 POOL MD
T"
t1.2
PIPE SIZE FLOW (ft/sec) v `
FLOW THRU CMI? MD GRATES.
PIPE FLOW MAIN DRAIN ..._ 2
SKIMMER 2 3 C
RETURN TO POOL/ SPA__2i1...__ . 1 -<10
ASSUMPTIONS: POOL FLOW 67%MD 33%SKIMMER SPA FLOW 100%MD
POOL RETURNT' FROM PUMP, Q,': FROM TEE, 1q" aIT6 IRLET
PIPING DIAGRAM I'
1
3—TREAD LADDER
N.T.S.
HANDRAIL &
STEPS (240-SQ.IN. MIN)
N.T.S.
MAIN DRAIN DETAI s
(AP5P
R I{sol.
F
I
TO 2- WK 3EM
24, RETURNS
To 2- BUQIOLERS
bERTER
u
1j..GC7NG4i@..TE._ SLHB or AVERS r
-f�(nL Fa%PMEOT 5M- Wo
44 I''/N�x,3J8 TRP(PWS or EGbiv
SCANNED
BY
St. Lucie Counfv
SID KOVNER, P.E:. #16668
4" ��� —1� I EL-SID ENGINEERING
'fs��'-c•"c'""• - ;$`f'1 ••1� Open Area=38.79/n' #EB-000683I
-Flow Rate verified May2011'tocPSCTestProtocol I39ISLEVERDEWAY
�+e ....... -'�'' •IAPM0115ted Flow Rotes:
•For2.5"Plumbing using,two outerports= `._i PALM BEACH GARDENS, FL 33418
•s " __'+==�"=�""-'� 308GPM (Floor)&�12GPM'(Walp
r., For
For Z.S"Rlumbing using cenre'rport only=
-200GPM(Flodr)&'168GPM(Wall),
--_ - Fort"p)umbiny two outerports=. DRA WN BY: 'SHEETI.
268GP/4J (Floor)
& 192GPM (Wall)
Mmmmmmuft -For 2"plumbing using center port only JOB NO:
NOTES: ONE DIE IM�aE BN10 I10 POOL SAFETY
PPAmIRE pngu=_ Mue_r BE Paovom:
1. THE POOL MUST BE ISOLATED FROM ACCESS TO A
HOME BY AN ENCLOSURE THAT MEETS THE POOL
BARRIER REQUIREMENTS OF4%LI7 OF THE FLORIDA
BUILDING CODE
Z THE POOL MUST BE EQUIPPED WITH' AN APPROVED
SAFETY POOL COVER.
3. ALL DOORS AND WINDOWS PROVIDING DIRECT
ACCESS FROM THE HOME TO THE POOL MUST BE
EQUIPPED WIN AN DDT ALARM THAT HAS A
MINIMUM SOUND PRESSURE RATING OF BSdb A AT tD
FEET OR;
4. ALL DOORS PROVIDING DIRECT ACCESS FROM THE
HOME TO THE POOL MUST BE EQUIPPED WITH A SETF—
CLOSING, SELF—LATCHINGDEVICE WITH A RELEASE
MECHANISM PLACED NO LONER THAN 54 INCHES
ABOVE IRE FLOOR
APSP --15
Mw a}r► FLow -' .6oua
.WRNOVEP Wl f4PM @. 111344 RPM1
CA.( RIDr 1'�-A Fpl<1M
___SAND FT1<
o .DF . —.... Fr <
_PJ LTM PUMP. -,- WRVF_
SUPi:�FIA._-VS ____-----
12
ECTRIC t�iS R �iP+G�I
140t7SC PAURL
200
d. - �_pOc PODL
FP
I IlInc
14g f2RD.
Iles
Ut
EQUIPOTENTIAL BONDING GRID
NEC 680.26 (c) 2014
Alternative Method per
FL Senate Bill SR 2836
Executive Order 2007-187 signed June 19, 2007
FBC 101.2.1
Single #8 AWG bare solid copper wire
around entire perimeter of pool and
conneted to pool re -steel in 4-equally
spaced places from #8 solid insulated
tails and connected w/approved j
mechanical fasteners i.e., split bolt, i
— bronze pipe clamp (w/bronze screws)
1. THESE ENGINEERING PLANS COMPLY WITH PEC R6#Wc.-454.t. PRIVATE SWIMMING POOL
FBC201.J$EC:W§01. ENGINEERINGDESIGN, CONSTRUCTION AND WORKMANSHI'ANSIMSPI -4-92&NSPI-5.
101.1.1 A951/APSP-1517
2. GUNITE/ SHOTCRETE / CONCRETE TO ATTAIN 3SOO PSI Q 28 DAYS. AN S 17 nl$ P I -'3,
AWWASPCI ICC - %516
3, RE STEEL 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 41'M3, 2.13.2 -
PURPLE PRIMER APPLIED P RIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21
WATER PLUMBING PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 4542.12.1.
5. ALL RE -STEEL, LITES, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680./ZO14
6. SOIL.STATEMEMENT: SWIMMING POOL / SPA / PATIO — A11"Ce %%UV,T-. , fj'atlLl - 2�gOL t /11a
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 (,BY I1/0) .
S. POOL / SPA HEATER INSTALLAT ION TO FBC, 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE CONTROL TO
LIMIT WATER TEMPERATURE TO It 104 o F. FBC. SEC, 4rA.2.14,4.
9. ALL GAS PAPING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELEC 1RCAL TO NEC. # 680.120111
10. AFTER COMPLETION, THE.POOL/.SPAMUSTNEVERBBDRAINEDBYTHEHOMEOWNERFORANYREASONWHATSO-
EVER. A LICENSED POOL CONTRACTOR MUST BE CONSULTED TO ACCOMPLISH TIES. 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 ELIvININATE STRAIN ON PIPING.
12. TYPE'O' POOL WALLS VERTICAL WITHIN 11 o, DRAINAGE POOL / PATIO TO GRASS (PBC).
13. BI.SID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS, 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 srm. 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: THIS ENGINEER WARRENTS THE SERVICES PERFORMED DY EL SID ENGNEERING ARE CONDUCTED IN A
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 DR',MSIONS 16 1$ U( t 6 f Y IV AREA 5 rJA PERIMETER 104'
DEPTH VARIATION C VOLUME I61 GALLONS
SPADUv1ENS10NS RAISED W/ JACUZZI JETS
LITE
POOL/SPA PUMP P- SUPERFLD VS FILTER P- CU=
PUMP I L HP_�GPM a CST>iDH TURNOVER RATE BRS.
LNES I LS POOL WATTS HEATERA�NACIIL TISS BTU EIgnRlC , FUEL
HANDRAIL LADDER/SWIM -OUT-IN
_DJAMONDBMn/GEMCOAT STRNOARO COLOR
SLIDH DIVINQ EOARD AUTO VAC CLEANER INLINHCL2 fJ IR
P��^P
SHEAR DESCENT WATER FALL LIONS HEAD / ROSETTE 1-139614 CS + Z 9kK
PATIO x 1004 - MATERMI PAVERS w/DOD_ itdc(UDED
SCREEN ENCLOSURE FENCE
heal etjrnpjl aIARMs /esaaalER Dt7DR5 ¢ WIAtD0uJ5
Grade I,
for paver or concrete deck
EQUH'OTENTIAL BONDING
I #S solid ground wire shall be positioned 4"
Into subgrade material of decking adjacent to
Pool structure. This #8 wire shall be bonded to Leo
Pool structure-rebar in 4 equally spaced points
Where decking exist. This #8 wire shall be placed
j18" to 24" in proximity to pool structural wall.
AVPO(/IRTIOt�t �'
Install in Skimmer.
• In ng or the
hr. d .d skimmer sugar p o s. See'As a installed
In an.orhbminsdskimmer PUUsI pane. See 'Assembly Procetlure'
For proper VghlenlnB of PoalBond.
e
e
2 Install In a return line:
• PoalBond can be Installed In His filtration return line edlacenl lu Inlet filling.
Avoid Inslellellaos that could trap air.,
• Ifecceaa tare boxed used
poses,aepdnkle
systm evb
alve boa can a used fore¢eae. �u-
. Da Na Lafdl asdlwm� .`l Ji'
TreppedetrwTpayedplrpefmntadxgAµ�, 1^,r
14'1
l" BCN 40 PVC
SLEEVE
SP 10-21 WALL
FITTING-ORRQUAL
INSTALLRD INSWE PIPE
ELECTRICAL DIAGRAM
60 AMP POOL PANEL W/ NTS
2ig1 a g ' CU WITHIN MANUAL MOTOR STARTER SWITCH
1" MIN. ELEC, CONDUIT . HP PUMP MOTOR W/ BUILT-IN
OVERLOAD SWITCH W/ 3 - 012 TEW
OB SOLID CU GROUND WIDE CU WITHIN Ya" MIN. CONDUIT
TO IrXIBT. PANEL (GFCI PROTECTED)
IMF CLOCK
S,P.9.T. TOGGLE W. P, DISCONNECT
SWITCH
POOL LIGHTS 12 VOLT TRANSFORMER
(GFI NOT REQUIRED) JUNCTION BOX
3. ALL BLECTRICALTOCOMPLY WIPH2O11(NATIONALELECTRIC CODE,
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
2. 3412 TnW CU WITHIN I/2" MIN. CONDUIT FOR POOL. L1GHT(S).
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/ OB SOLID, BARE COPPER.
4. PROVIDE W.F.G.F.L OUTLET 10' MIN.-20' MAX. FROM WATER'sEDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680,22(8).• 2oi{j
OInstall on suction side adjacent to equipment pad: I .
• Inslelt on suction old. plumbing el leasI s- below wafer N.J.
• Il... 06la required for asmicer purposes, a apdnkler system Verve
boa can be used.
06 Solid Copper Bonding
R...vId,dr
-- E-I-MI•LNB
POolBond Cestin
r
e III Boll 1 Inch Mole Pipe Thread
SCANNED J
St. Lucie Coun
SID KOVNER, P.E. #16665
EL-SID ENGINEERING
#EB-0006831
139ISLE VERDE WAYI ,
PALM BEACH GARDENS, FL 33418
For
L