HomeMy WebLinkAboutPOOL PLANSFILE COPY
VS-FHP1.0 PERFORMANCE CURVES
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3450 RPM
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1730
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10
20
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40
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60
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90
100
110
120
130
140
ISO
160
1"
180
190
2W
FLOW GPM
ELECTRICAL DIAGRAM AND ELECTRICAL DIAGRAM N.T.S.
GFI OUTLET PER 2014_NEC
POOLBOND PB-2008
WATER
HEAT PUMP WITH JANDY TRUE
(3) #6 CU & (1) #10 CLEAR SALT MANUAL MOTOR STARTER
CU GROUND IN 1" SWITCH
CONDUIT 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 CONDUIT PROTECTED)
S.P.S.T. TOGGLE SWITCH
(2) POOL LIGHTS
(GFI NOT REQUIRED
JUNCTION BOX
I TIME CLOCK
PUMP 1 PUMP W. P. DISCONNECT
BONDED BACK TO 12 VOLT TRANSFORMER
POOL
DECK
P1 UL
LOCATION OF
WATER BOND
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO
VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION
2.3412 THHN CU WITHIN %" MIN. CONDUIT FOR POOL LIGHT(S)
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. IA//#8 SOLID, BARE COPPER.
4. PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)
PIPING SCHEMATIC
EQUIPMENT LAYOUT N.T.S.
1.5" VACUUM LINE
2.5" POOL MAIN DRAIN
2" SKIMMER LINE
2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
JANDY TRUE CLEAR SALT SYSTEM
1.5" TO WASTE OR DISCHARGE TO GROUND
1HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
20UND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA
:POSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
HEAT PUMP W/INTERNAL BY-PASS
VALVES
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
C014PLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
FILE COPY
POOL DETAIL
- APPROVED CODE FOR
RESIDENTTIALITH ATHEND THEO17 ANSIIAPSP-B20FLORIDAI06 FOR SUCTION
ENTRAPMENT AVOIDANCE
APPROVED MAIN DEATH FRAMES
AND GRATES PER V.G.& ASME1
ANSI 112.19.8.207
MINIMUM (2) SUCTION LINES PER PUMP 3. FT.
SEPARATION OR SEPARATE PLANES
3" SUCTION LINE MAX
181 G.P.M. TO FILTRATION PUMI'
2.5" LINE TO FIRST TP.E.
1.5" TO POOL
6 FPS MAX
18" MIN.
( ENTIRE PERIMETER)
W.I-
#8 SOLID COPPER
BOND WIRE WI
APPR. CLAMPS
(ONE ON EACH
SIDE OF POOL 4
- TOTAL)
EQUIPOTENTIAL BONDING GRID DETAIL
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED)
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2X6 CAPTILE BORDER OF
OPPOSITE COLOR OF GEM FINISH FOR
VISIBILITY
2. HAND HOLD TO BEA.6"
WHERE DECK RAISE
ABOVE PO�
i
48" MAX
WATE
DEPT
T
MAX
N.T.S.
PLUMBING LINES FROM
SUMPWI3" TEE
SOIL
S GAUGE SOLID COPPER V49M
MINIMUM 18" MAX 24" FROM
EDGE OF POOL AROUND
ENTIRE POOL PERIMETER
BURIED 4" TO 6" DEEP
48GROUND F HANDRAIL BONGING
WIRE DETAIL
WHERE APPLICABLE
PER NATIONAL
STEPS ELECTRICAL CODE
STEP DETAIL
1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 12"
EXCEPT IF MORE THAN (3) TREADS
ARE USED.
3. ALL STEPS TO BE SOLID GUNITE
4000 PSI.
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER =4" THICK WALLS WM3 REBAR @ 12" O.C. EACH WAY
3' TOW = V THICK WALLS WM13 REBAR @ 12" O.C. EACH WAY
0' TO 3-= 8" THICK WALLS WM3 REBAR @ 12" O.C. EACH WAY
� m ;
m 3ft
i
0
0
i z
P
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
SCREEN
ENCLOSURE
THROUGH PIONEER
BRONZE
rSE PLANS AV"
""('L7 WORK
i; SUBJECTT,
'AIS
OJIRED BY F
'HAT
NECEL
_.."BE
.'PLY
WITH. . =,k .
>. _.,,ODES.
)' Y
I �
*LOCATION OF GFI I
RECEPTACLE I I e
TO BE DETERMINED IN FILE COPY
EQ FIELD PER NEC 680 ov�RFLOw
VERIFY II 1 a5" (
Q PAD EXACT 12'•-------i---- �
PAD O
PER FBC LOCATION IN I
R4501.22 FIELD WITH I
SUPERVISOR I
I
GENERAL NOTES: I
I
1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA.
BLDG. CODE AND WITH ALL LOCAL ORDINANCES AND
ZONING REGULATIONS.
2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED
STAND. ALL WALLS AND FLOORS SHALL BE GUNITED OR
POURED IN -PLACE CONCRETE WI MINIMUM 3,000 P.S.I.
CONCRETE (@ 28 DAYS) COMPRESSIVE STRENGTH.
3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING I ....... I... -........
LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, 7 ft.p in.
SOFT SOIL IS FOUND. A SOIL BEARING CAPACITY OF I
2,500 P.S.F. IS ASSUMED FOR THIS PROJECT. I I
4. REINFORCING BARS SHALL BE NEW BILLET, GRADE 40. I
5. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND I
BEAR THE N.S.F. APPROVAL. )
6. BACK -WASH SHALL BE IN COMPLIANCE WITH LOCAL
ORDINANCES.
7. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL
ORDINANCES. SURFACE GRADING SHALL CONTAIN WATER
WITHIN PROPERTY LINES. PONDING SHALL NOT PERSIST I I 7
FOR MORE THAN ONE HOUR. I i
8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC I
WATER SUPPLY OR WATER DISPOSAL SYSTEM. I
9. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X
THE AREA OF THE SUCTION LINE 1.5" THE
10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE
SCREEN W/ A MINIMUM FREE AREA OF 3X THE AREA OF
THE SUCTION LINE.
11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN
"POOL DATA" HEREON. LIGHT CONNECTION TO CONFORM
TO NATIONAL ELECTRICAL CODE- LATEST EDITION. I
12. ALL METALLIC CONDUITS, PIPING SYSTEMS, I
REINFORCED STEEL, LIGHT FIXTURES & HOUSING, METAL I
PARTS OF LADDERS, HANDRAILS, DIVING BOARDS &
SUPPORTS TO BE BONDED TOGETHER & GROUNDED TO A
COMMON GROUND. BONDING CONDUCTOR SHALL NOT BE
SMALLER THAN #8 COPPER. r _
13. NO OVERHEAD OPEN WIRE OVER POOL WATER. 1
14, CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE I
NOT TO EXCEED 3 G.P.M. / S.F. OF FILTER AREA. NO BACK-
WASH REQUIRED.
15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND I CHILD SAFETY
CONDITIONS AT SITE BEFORE STARTING THE PROJECT. I BARRIER FENCE NO
CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL
SERVICE BY F.P.&L. COMPANY. CLOSER THAN 20"
16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FROM WATERLINE
FOUNDATION TO PREVENT UNDERMINING. - - - -" -
RAISED AREA ELEV. & GRADE
RAISEDCONCRETE
EXPOSED & TOPPED
m
PIPING SCHEMATIC MUST IJ 35 PSI FOR AT
(NO SCALE) 'LEAST 30 MIN.
:�,
RETURN LINE
SKIMMER
TE
BRRAINSAINS 36 "
APARTC /
ST. LUCIE COUNTY BUILDING D SI N
REVIEWED F R OMPLIANC
REVI E
DATE
PLANS AN P IT MUST BE KEPT N JOB
SITE OR NO INSPECTION(S) WILL E DE
FILTER
PUMP I
HAIR & LINT
CATCHER
(COMPONENT OF P
OR VTO 41
SLOPE
REBAR POOL PERIMETER
In REBAR
(1) #5 REBAR
/OR (2) 1113 REBAR ,
O_
8"
NO SCALE
22 ft. 6 in.
+6" +12" +6"
1"
SKIMMER
PROVIDE HAND HOLDS
AS REQUIRED ANSIINSPE-5-2003
OR MAINTAIN 4" GRABBABLE
SURFACE
IDETERMINE IN FIELD)
VAC LINE
COLOR LED
3.5' DEEP
SWIMOUTS
WHEN PROVIDED SHALL
BE AT 20" MAX. BELOW
THE WATERLINE
20I' max.
12
TILED STEP
EDGES
36" LIGHTED SHEER
DESCENT
TILED
BENCH
EDGE
PVC
HANDRAIL
BEIGE
RTD-340
*LOCATION OF DECK
DRAIN
TO BE DETERMINED IN
FIELD
Per F.R.C. 4501.18 AND ANSI/
NSPI-5-2003
.5"
1.5"
: REMOVAL EXISTING.
CONCRETE DECK
THROUGH A&G
N
U
Q
FILE COPY
`T(5 v.Aq iSoZ- ayy�L-
POOL BARRIER PER FRC R4501.17.1-
R4501.17.3 AND ANSI/NSPI-5-1995
SAFETY BARRIER PER FRC R4501.17.1-
R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
FOR RESIDENTIAL 6TH EDITION
MAX. WIDTH 12' MAX. LENGTH 22.5'
MIN. DEPTH 3.5' MAX. DEPTH 5.5'
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 1.65SPA NA
FILTRATION PUMP COMPLIANT WITH ANSUAPSPIICC-15 2011
LIGHTS POOL 1 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
LADDER NA
DIVING BOARD NA SLIDE NA
HEATER AQUACAL TOO
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE / STUMP REMOVAL NA
REMOVE EXISITING CONCRETE POOL AND SCREEN INCL
SCREEN THROUGH PIONEER BRONZE
HANDRAIL RTD-3401NCL
ELECTRICAL INCL
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO REMOVE EXISTING CONCRETE
DECK DRAIN INCL
GALLON CAPACITY -POOL 8886 GAL.
GALLON CAPACITY SPA- NA GAL, NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INCL
MAX. WATER VELOCITY - 6 ftJs FROM TRUNK LINES
TO 8 ft./s SUCTION LINES. INDS MAX RETURN LINE
_SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL -264 SQ. FT 67 LN FT
JOB NAME: GALLAGHER
ADDRESS: 2322 OAK DRIVE HUTCHINSON ISLAND
PERMIT NO.:
DATE DRAWN: FEBRUARY 11, 2019
DRAWN BY: DAVE CURLAND
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1' RAY REINHARD
PE # 47041
1010 EASTER LILLY LANE
` UNIT 203 VERO BEACH 3296
0
CONCRETE
POOLS, INC
ST. MUCIOUNTY ®UILDINd b 5I0
FILE COPY DATE
IEWEb FOR COMPLIAN
PLANf AN1YPEPMlT MUST BE K 0 JOB
2� ()'y L% SITE OR NO INSPECTIONS) LL MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
TO
COMPL BE NECESSARY
L APP I ABLORDEECODES.
WATER LEVEL
POOL PATIO
NOTE: REMOVE GRATE
WELL POINT PLUG FROM MALRBENDUR BEND INTO D CK @ 48" O.C. MAX.
DRAIN 8 ATTACH AU%. PUMTIL
LINE WHEN EMPTYING POO E
BLE
DEC" 1 ROW OF WATERLINE TILE4
1
4 i1" THICK
, WATERLINE
3.6
-
FROM
6 4" SLAB
1' R II
LIGH
-
00
POWER
1" LIGHT
RIOR 2500 FIB
#3 STEEL @ 12" O/C E.W. 5.61
WALLS
Z
g
CONDUIT SUPPLY
GRATE SHALLH TYPICAL WALL
SHALL
NOT
UNDERWATER
BE SECURED IN4 12" TYP.
SECTION&
FLOOR SLOPE
6" THICK
SLOPE
UNDERWATE
NO
PLACE SO WALL
FLOOR SLOPES SHALL BE
-�.-.
LIGHT
LIGHT DETAIL
THAT TOOLSWELL POINT
SCALE)
REASONABLY I!
coMPLVM4TH
GREATER
NICHE
(NO SCALE)
(NO
ARE REQUIRED
THRu 5 _,
CYCOLAC MAIN DRAIN}
THAN 11'
APPROVED
FOR R MOVALSTEEL-TEX FORMGROUND
CLAMP
' R KRAFT WALLTHE
SLOPE OF THEFLOOR FROM3'
/�
#3 @ 12" O.C.B.W.TOWARDS
THE SHALLOW END WALL
CONTINUOUS BOND WIRE
THREADENOTE: FOR DEPTHS
THE DEEP AREA SHALL
NOT EXCEED1 FOOT IN 7FOOTCOMMON
TO POOL STEEL,
REATER THAN 6'ADD 1-
POOL FlNISH'RAILS
&EQUIPMENT
PLUGAR @ 6" O.C.
TO PUMP p.
TYPICAL SECTION THRU POOL
GRAVEL BED
(NO SCALE)
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
SCANNED
BY
St. Lucie County