HomeMy WebLinkAboutPOOL SPECIFICATIONSj6uiyllaLl9d 1/4uno0 alonT 'i,S
BIG(, 19 adw
EQUIPMENT LAYOUT
d ,� N.T.S.
0
PIPING SCHEMATIC
1. 2" VACUUM LINE
2. 3" POOL MAIN DRAIN
3. 2" SKIMMER LINE
4. JAND TRUE CLEAR SALT SYSTEM
5. 2.5" RETURN LINE TO HYDRO JETS
S. 2.5" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
7. 2" RETURN LINE TO SHEER DESCENT WATERFALL
S. 1.5" RETURN LINE TO DECK JETS
A. 1.5" TO WASTE OR DISCHARGE TO GROUND
B. 1HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
D. CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
E. VALVES (TYPICAL)
F. INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
GROUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA
EXPOSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
ELECTRICAL DIAGRAM AND
GFI OUTLET PER 2014 NEC
ELECTRICAL DIAGRAM N.T.S.
MANUAL MOTOR STARTER
SWITCH
1HP VARIABLE SPEED JANDY
PUMP MOTOR WITH BUILT-IN
POOL PANEL W/ 80 AMP OVERLOAD SWITCH W/3- #10 THHN
BRKR & (2)-#4 & (2) #10 GND CU WITHIN %" MIN. CONDUIT (GFCI
THHN CU IN 1" RPVC CONDUI PROTECTED)
S.P.S.T. TOGGLE SWITCH
(2) POOL LIGHTS
(GFI NOT REQUIRED)
/
JUNCTION BOX
TIME CLOCK
PUMP 1 PUMP W. P. DISCONNECT
BONDED BACK TO 12 VOLT TRANSFORMER
POOL
ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO
ERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION
.3412 THHN CU WITHIN %" MIN. CONDUIT FOR POOL LIGHT(S)
GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/#8 SOLID, BARE COPPER.
PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE.
ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
FOR ANTHE FOR
POOL DETAIL
SUCTIONIDENTIAL ENTRAPM NT AVOIIDAN/CESP-72006
,PPROVED.NIAIN Df III
MINIMUM (2) SUCTION LINES PER PUMP 3
IRAMES AND GRATI
SPER
FT. SEPARATION OR SEPARATE PLANES
V.G.B. A8ME/ANSI 11
.JA8-240
' •
3 FT. MIN.
1.5"
LINE TO FIRST TEE
1.5" TO POOL
I
3" SUCTION LINE MAX
181 G.P.M. TO FILTRATION PUMP
SUMP W/ 3" TEE
6 FPS MAX
925 SQ FT
CHILD SAFETY
BARRIER FENCE NO
CLOSER THAN 20"
FROM WATERLINE
BRONZE SCREEN 1"
ENCLOSURE WITH
PICTURE FRAME
PIONEER
RAISED AREA ELEV. & GRADE
RAISED CONCRETE _.
EXPOSED & TOPPED
OR V TO 4(
SLOPE
REBAR PO
#3 REBAR
51 ft. 11 in.
PICTURE FRAME SCREEN ENCLOSURE
30 ft.
18" MIN.
I ENTIRE PERIMETER)
w W.L.
#8 SOLID COPPER
BOND WIRE W1
APPR. CLAMPSL
(ONE ON EACHSIDE OF POOL 4_TOTA
L)
EQUIPOTENTIAL BONDING GRID D
PER N.E.C. 2011 SEC. 680.26
(WHERE ADOPTED)
SOIL
8 GAUGE SOLID COPPER WIRE
MINIMUM "" FROM EDGE OF
POOL AROUND ENTIRE POOL
PERIMETER BURIED 4" TO e"
DEEP
Miser NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2X6 CAPTILE BORDEROF
OPPOSITE COLOR OF GEM FINISH FOR
VISIBILITY
2. HAND HOLD TO BE INSTALLED AT
WHERE DECK RAISED N6"
ABOVE PO'7
48" MAX
WATE
DEPT '
IT
Ir
M "
N.T.S.
c (3) DECK +12"
JETS 1.5FB +61, POOL BARRIER PER FRC R4501.17.1-
� 1.S.F
6 R4501.17.3 AND ANSIINSPI5-1995
I
(
R FR4
FETY BARRIER PER FRC R4501.17.1-
24" SHEER DESCENT 01.17.3 & ASTM5034-95, ASTM D3787-
COLOR LED WATERFALL 89, ASTM 653-96
C
XF 3"
3.5' DEEP
t0
6' D EP
N
86'
jI
TILED STEP
EDGES
SKIMMI
- "
LO
TILED BENCH
EDGE
0
l�
R
R
UMBRELLA SLEEVE ''... '"
VAC LINE COLOR LED
1 5B. H 2"
\
HYDRO
15"
THERAPEUTIC
i
2" JETS
DECCO DRAIN.
DOOR & WINDOW
ALARMS IN LIEU OF
CHILD BARRIER
FENCE
'LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
w
FOOTER DETAIL
(1) #5 REBAR
OR (2)#3REBAR
81, EO
81.
NO SCALE
POOL PATIO /
PROVIDE HAND HOLDS
AS REQUIRED ANSVNSPIS2003
OR MAINTAIN 4" GRABBABLE
SURFACE
(DETERMINE IN FIELD)
SWIMOUT
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WATERLINE
20"max.
jt18'-
WATER LEV€L
FROM
00
Z
1" LIGHT WER
CONDUIT SUPPLY
UNDERWATE
UNDERWATER
LIGHT
NO
LIGHT DETAIL_
NICHE (NO SCALE)
APPROVED
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
POOL FINISH
RAILS & EQUIPMENT
N.T.S.
EL
#8 GROUND WIRE -HANORA2HONDING
DETAIL
WHERE APPLICABLE
STEPS PERNATIONAL
STEP D_�IL
1. TREAD IS MIN. OF 10" WDE.
2. RISER NOT GREATER THAN 12"
EXCEPT IF MORE THAN (3) TREADS
ARE USED.
3. ALL STEPS TO BE SOLID GUNITE
4000 PSI.
EQI
1pL--4-
3
kV
NC FASTENERS OR ATTACNI�ENIS ST. Li'CTT COSION
NMRY ARE TN6 Rw%��SIL!LI OF THE rig III I D r-FlU OONTRACTOR OP RECORD DATE S/�/
OUTSIDE
ANGLE OF REPOSE
V AND FURTHER = 4" THICK WALLS WN3 REBAR @ 12" O.C. EACH WAY
3' TO V - V THICK WALLS NO REBAR @ 12" O.C. EACH WAY
P TO Y • 8" THICK WALLS NO REBAR 0012" O.C. EACH WAY
9 fl.
SC
W 6 ft.
'v iO m 3ft
o
O
- J
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE
PROVIDED:
• SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED
AT C.O. OF THE SWIMMING POOL
640-18)IXV
VS•FHP1.0 PERFORMANCE CURVES
PLANS AND PERMIT MUS E KEPT ON JOB
OR NO INSPECTION WIL BE M-409P
THESE PLANS AND ALL PROPOSED V/ORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
QQMPLY WITH "APPIJOASLS 001111
IS APPROVED WITH THE 2017 FLORIDA BUILDING CODE
FOR RESIDENTIAL 6TH EDITION
SPECIFICATIONS
MAX. WIDTH 15.5' MAX. LENGTH 30'
MIN. DEPTH 3.5' MAX. DEPTH 6' _
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE PER FBC 4501.20
PUMP HP: POOL FLOPRO VAR 1.0 SPA NA
FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-15 2011
LIGHTS POOL
2 CLR LED SPA
NA
TRNFORM: POOL
100 WATT SPA
NA
MAIN DRAIN: POOL
2 SPA
NA
SKIMMER (1)
RETURNS: POOL
3 SPA
NA
JETS: POOL
2 SPA
NA
VALVED VAC LINE
INCL FILL LINE
NA
DISCHARGE LINE
TO GROUND
CHLORINATOR
TRU CLEAR SALT SYSTEM
HANDRAIL
NA LADDER
NA
DIVING BOARD
NA SLIDE
NA
HEATER
NA
ELECTRICAL INCLUDED
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO NA
DECK DRAIN INCL
GALLON CAPACITY -POOL 12328 GAL.
GALLON CAPACITY SPA- NA GAL. NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INCL
MAX. WATER VELOCITY - 6 ft./s FROM TRUNK LINES
TO-8 ft./s SUCTION LINES 1 Ofos MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL -347 SQ. FT 77 LN FT
ENERPL NOTES:
1 SWIM WINO POOL OCIMMUCTEW TO COMPLY WI FLP EMS. CODE AND WTI ALL LOCAL ORDWAI CES AM
ZONEREOV.F.
SWIMMING2. POOL TO BEAR ON ROCK OR UNDINTIBlONO BAND ALL WALLS AND FLOODS SHALL BE METED
L WATER SUPPLY A DISPOSAL ALUM E WBTAMED SO THAT THERE A NO CROSS CONNECTION WITH A
DOMESOCRAMAR SUPPLY OR DMI DISPOSAL SYSTEM
S. WHITE AT MMN DEAN SHAM HAVE A FREE AMA OF AS THE AREA OF THE SUCTION L W E
10, NAIR 6 ARAM STRAINERS BLL HAVE P REMWIE ABSCREEN WIA MINIMUM FREE AREA OF 0E TIE AREA OF
TIE SUCTION NNE.
11. ELECTRICAL: INSTALL WIRING S DEVICES PS SHCWN N'POOL DATA' HEREON. WHO CONNECTION TO
CONF00.MTO NPTONPLELECTRICAL CODE. LAIESTEOMION.
12. ALL LLIC CEIOUITS, MWINO SYSTEMS, REINFORCED STEEL. LIGHT SATIRES S HOUSES, METAL
(T'v'
PARTS OF LAODENS, HANDRARB. WIND SOARM B EU PPORTS TO BE WHOM TOGEM ER A OROUNOED TO A
COMMON AROUND. ECHOING CONDUCTOR SHALL NOT BE S MALLER MAN M COPPER.
=
FILTRATION PUMP
NO OVERHEAD OPEN WINE OVER POOL WATER.
HAVE A FILTRATION RATE NOT TO EXCEED 3 SAX I BY, OF FILTER AREA. NO
1ACNWASX FEM
p
ESHALL
CLAI
116. CONTRACTOR9HAMMENNFYALL DIMENSIONS AND CONDITIONS AT SIM WORE BTPRTNG THE PROJECT.
CONTRACTORSHALL VERIFY L BOATEI OF ELECTRICAL SERVILE BY EPAL. COWANY
LU
U. SPECIAL ATTENTION SHALL BE OWEN TO EXISTING FOUNDATION TO PREVENT UNDERMINING.
LL
JOB NAME: HUSTON
a6
o
345ORPM
ADDRESS: 9504 POINCIANA CT.
w "
FT. PIERCE. FL
PERMIT NO.: 1803-0239
30
2750AP
DATE DRAWN: MARCH 20. 2018
z 20
00°R�' FILT 71Q
DRAWN BY: DAVE CURLAND
�'
OJ
I1wRaM N PUMP
HIGH
DESIGNER APPROVAL: 5DC
10
BA
I .
SPEED
CUSTOMER APPROVAL:
t<ABSE
01
SCALE: 1/4" = 1' RAY REINHARD
10 m p i 10 70 1e 60 100 110 121 130 140 I30 160 170 180 160 200
FILTRATI
ON PUMP FLOW GPM
PE # 47041
LOW I
1010 EASTER LILLY LANE
SPEED
UNIT 203 VERO BEACH 32963
�& CONCRETE
CONCRETE DECK
1/4" PER FT. SLOPE
NOTE: REMOVE GRATE &
WELL POINT PLUG FROM MAIN
OVERPOUR BEND
INTO D CK 48" =71MAif--►
DRAIN & ATTACH AUX, PUMP
(OR CAP TIL
WHERE
.
-
NE WHEN EMPTYING POO
APPLICABLE
6"X6" TIL
4" SLAB
INTERIOR
2500 FIBE
GRATE SHALL
FINISH
TYPICAL WALL
BE SECURED IN
. 4
12" TYP. SECTION &
PLACE
WALL WELI�� POINT
S
THAT TOOLS
ARE REQUIRED
FOR RF 0 L
STEEL-TEX FORM
6" TYP
R KRAFT WALL
FLOOR
#3 @ 12" O.C.B.W.
THREADE
NOTE: FOR DEPTHS
PLUG
REATER THAN 6' ADD 1-
AR @ 6" O.C.
TO PUMP 0
GRAVEL BED
POOLS, INC.
1 ROW OF WATERLINE
6" THICK
#3 STEEL @ 12" 0/0 E.W. 6' LIGHI WALLS
$HALLL
FLOOR SLOPE- NOT
FLOOR SLOPES SHALL BE 8" THICKSLOPE
REASONABLY,Ul8FOR1, AND GREATER
CDMPLY)AITN98TSD 561 THAN 11'
THRU 3.6 3
CYCOLAC MAIN DRAI
1}LE SLOPE OF THE FLOOR FROM
3'
TINE SHALLOW END WALL 2T
TOWARDS THE DEEP AREA SHALL
R.QTEXCEED 1 FOOT IN 7 FOOT 30,
TYPICAL SECTION THRU POOL
(NO SCALE)
SCANNED
By
St Lucie County
MAR 21 2018 ' Ih
ST. Lucie County, Permitting ' 1