HomeMy WebLinkAboutPOOL PLANSJandy Pro Series VS FloPro Series Pump
VS-FHP2.0 Performance Curves
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500rp
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0 10 20 30 40 50 60 70 8D 90 16 110 120 130 14D 160 100 170 180 180 200
ELECTRICAL DIAGRAM AND
GFI OUTLET PER 2014 NEC
ELECTRICAL DIAGRAM N.T.S.
SCORED PATTERN
2' x 2'
DIAGONAL PATTERN
MANUAL MOTOR STARTER
SWITCH
2HP VARIABLE SPEED JANDY
PUMP MOTOR WITH BUILT-IN
POOL PANEL W/ 60 AMP 1 OVERLOAD SWITCH W/3- #10 THHN
BRKR & (2)-#4 & (2) #10 GND4TIME
WITHIN %" MIN. CONDUIT (GFCI
THHN CU IN 1" RPVC CONDUITPROTECTED)
S.P.S.T. TOGGLE SWITCH
(2) POOL LIGHTS III
(GFI NOT REQUIRED)
JUNCTION BOX
LOCK
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)
I
PIPING SCHEMATIC_
EQUIPMENT LAYOUT
,g N.T.S.
1. 2" VACUUM LINE
2. 3" POOL MAIN DRAIN
3. 2" SKIMMER LINE
4. 2" RETURN LINE TO BUBBLERS
5. 2.5" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
A. 1.5" TO WASTE OR DISCHARGE TO GROUND
B. 2HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
JANDY TRUE CLEAR SALT SYSTEM
3. CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
_. VALVES (TYPICAL)
_. INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
3ROUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA
EXPOSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER = 4" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY
3' TO 6-=6" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY
V TO T = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
et N.T.S.
i
m 3 n.
/
y
0
A,
/ 2
Q
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE
PROVIDED:
• SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD DE
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
N.T.S. 8" MIN.
( ENTIRE PERIMETERI
PAVER DECK OR CONCRI IE DECK
#8 SOLID COPPER _ SOIL
BOND WIRE WI
APPR. CLAMPS _
(ONE ON EACH 8 GAUGE SOLID COPPER WtW
SIDE OF POOL 4
- TOTAL)
E -I POTENTIAL- BONDING GRID DETAIL MINIMUM 18" MAX 24" FROM
EDGE OF POOL AROUND
PER N.E.C. 2014 SEC. 680.26 ENTIM POOL PERIMETER
(WHERE ADOPTED) BURIED 4" TO 6" DEEP
MISG 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 BE INSTALLED AT ARE
WHERE DECK RAISED -6"
ABOVE POOL
#B GROUND HANDRAIL BONDING
WIRE DETAIL
48"MAX v, WHERE APPLICABLE
PER NATIONAL
WATER STEPS ELECTRICAL CODE
DEPTH . ).10" M ,
STEP DETAIL
•
T 1. TREAD IS MIN. OF 10" WIDE.
12' 2. RISER NOT GREATER THAN 12"
vm X. • • EXCEPT IF MORE THAN (31 TREADS ARE
USED.
3. ALL STEPS TO BE SOLID GUNITE 4000
PSI.
N.T.S.
17F
APPROVED WITH
2017
'OOL DETAIL FORRESIOENTIALHAND THELANSIDIAPSP7206FORA BUILDING E
PPROVED MAIN DRAIN SUCTION ENTRAPMENT AVOIDANCE
FRAMESANDGRATESPER
V.G.R. ASME/ANSI 112.19.8-
1001 MINIMUM (21 SUCTION LINES PER PUMP 3
FT. SEPARATION DR SEPARATE PLANES
3 FT. MIN.
2.5" LINE TO FIRST
TEE. 1.5" TO POOL
3" PLUMBING LINES
-- FROM SUMP W/3" TEE
3" SUCTION LINE
MAX 181 G.P.M. TO FILTRATION PUMP 6 FPS MAX
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PROPERTY FENCE
CBY OTHERS .................. �............................................
.........1.5....�
Ak
5 ft. 6 in. ;
3.5' DEEP
1.51,
TILED STEP
EDGES
1.5" 1.5"
o
2.5...... 2"
COVERED LANAI
x
i
DECO DRAIN
SWIMOUTS
WHEN PROVIDED SHALL
BE AT 20" MAX. BELOW
THE WATERLINE
20I' max.
Per F.R.C. 4501.18 AND ANSI/
NSPI-5-2003
28 ft.
VAC LINE
1"
(1) #5 REBAR
OR (2) # 3 REBAR
8" LL
8„ NO SCALE
REBAR SHALL BE COVERED BY
CONCRETE MIN. -INCHES
1.5"
3"
31'
6' DEEP
3" o
TILED BENCH
EDGE
2rr
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
*LOCATION OF DECK
DRAIN
TO BE DETERMINED IN
FIELD
GENERAL NOTES
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
SAND. ALL WALLS AND FLOORS SHALL BE GUNITED OR
POURED IN -PLACE CONCRETE W/ MINIMUM 3,000 P.S.I.
CONCRETE (@ 28 DAYS) COMPRESSIVE STRENGTH.
3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING
LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE,
SOFT SOIL IS FOUND. A SOIL BEARING CAPACITY OF
2,500 P.S.F. IS ASSUMED FOR THIS PROJECT.
4. REINFORCING BARS SHALL BE NEW BILLET, GRADE 40.
5. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND
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
FOR MORE THAN ONE HOUR.
8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
WATER SUPPLY OR WATER DISPOSAL SYSTEM.
9. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X
THE AREA OF THE SUCTION LINE
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.
12. ALL METALLIC CONDUITS, PIPING SYSTEMS,
REINFORCED STEEL, LIGHT FIXTURES & HOUSING, METAL
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.
13. NO OVERHEAD OPEN WIRE OVER POOL WATER.
14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE
NOT TO EXCEED 3 G.P.M. / S.F. OF FILTER AREA. NO BACK-
WASH REQUIRED.
15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS AT SITE BEFORE STARTING THE PROJECT.
CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL
SERVICE BY F.P.&L. COMPANY.
16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING
FOUNDATION TO PREVENT UNDERMINING.
EQ
EQUIPMENT
PAD
PER FBC
R4501.22
PING SCHEMATIC
MUST HOLD 36 PSI FOR AT
POOL PATIO �
CONCRETE DECI',.
(NO SCALE EAST MIN.
WATER LEVEL
NOTE; REMOVE GRATE &
WELL POINT PLUG FROM MAIN
OVERPOUR BEND INTO D CK @ 48" O.C. MAX.
-
DRAIN & ATTACH AUX. PUMP
(OR CAP TIL
LINE WHEN EMPTYING POO
WHERE
APPLICABLE
FROM
6"X6"
TILE��
4" SLAB� J�
.' 1" LIGHT POWER
INTERIOR
2500 FIBERMTX
Rz
f
CONDUIT SUPPLY
GRATE SHALL
FINISH
TYPICAL WALL
UNDERWATER
BE SECURED IN
4 /2" TYP. SECTION &
5KIMME
UNDERWATER
No
LIGHT DETAIL
PLACE SO
WALL
WELL POINT
LIGHT
NICHE
NO SCALE)
THAT TOOLS
-INasaALE�
S
ARE REQUIRED
SEPARATE
APPROVED
FOR REMOVAL
STEEL-TEX FORM
AINS 36"GROUND
CLAMP
�
6" TYP.
FLOOR
R KRAFT WALL
ARTr
yCONTINUOUS
BOND WIRE
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
OO:
THREADE
POOL FINISH'
• COMMON TO POOL STEEL,
PLUG
REATER THAN 6' ADD 1-
RAILS & EQUIPMENT
AR @ 6" O.C.
TO PUMP -�
(COMPONENT OF PUMP)
GRAVEL BED
VERIFY
EXACT
LOCATION IN
FIELD WITH
SUPERVISOR
*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
R 3r5'
1 ROW OF
@ 12" O/C E.W.
FLOOR SLOPES SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLE$ -¢,A
THRU 5.6.
THE SLOPE OF THE FLOOR FROM Z
APPROVBq'WITH THE 2017 FLORIDA BUILDING CODE
FOR RESIDENTIAL 6TH EDITION
SPECIFICATIONS
MAX. WIDTH MAX. LENGTH 28'
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 2.0 SPA NA
FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-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 _3SPA NA
JETS: POOL 0 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
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE / STUMP REMOVAL NA
TREE/STUMP REMOVAL NA
SCREEN NA
HANDRAIL NA
ELECTRICAL INCL
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO REMAINS
DECK DRAIN INCL
GALLON CAPACITY -POOL 13,928 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 10fps MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL -392 SQ. FT 84 LN FT
A. ALLEN ENGINEERING LLC, CA NO ,13042 26377TH STREET, LA VERNE
CA, 91750 TO THE BEST DF MY KNOWLEDGE,
THESE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
AARON H. ALLEN PE, FL REG. NO. 86620 FL
JOB NAME: WARD
ADDRESS: 3117 YELLOWSTONE CIR
PERMIT NO.:
DATE DRAWN: JUNE 21, 2019
DRAWN BY: DAVE CURLAND
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
CHECKED BY: AARON H. ALLEN
SCALE: 1/4" = 1'
f Vx�
POOLS, INC
A IF _41/2" THICK
LIGH WALLS
SHALN_QTHICK SLOSLOPE
GREATER
THAN 19°
3'
ne4. 28'
TYPICAL SECTION THRU POOL
(NO SCALE)
SCANNE[� File Copy�/
StWciecw* EWER O I
E IEWED FOR
CODE COMPLIANCE
ST. LUCIE COrTY
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