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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
/
54'-1 0"
• .=
I I
1811 RAISED SPA ✓_
PERIMETER BONDING 18" BENCH - 20" BELOW W.L.
WIRE Ca.)18"MIN. - 24" MAX. (7) THERAPY JETS
FROM W.L. (SEE DETAIL) (1) AQUASTAR 32CDFL - 32" CHANNEL
DRAIN (316 GPM @ 3.9 FT/SEC THRII GRATE
- SINGLE. UNBLOCKABLE OR EQUAL)
18SPA SIDE AIR SWITCH
8" 8" (2) LED SPA LIGHT- NICHELESS
(1) 6" WIDE SPILLWAY
10 3'-4" 4' TILE BACKSIDE OF SPA DOWN TO DECK
I HP BLOWER
3" SCH
40
r------ ------
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I. I
• • I 2.5" SCH I 3" SCH
40 _o= 6t I ' 40
I -.-
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II
3 4H 0
18" BENCH - 18" BENCH -
I 20" BELOW 2.5" SCH 20" BELOW I
II W.L. 40 W.L.
21!
0 H I HANDHOLDS REQUIRED
SKIMMER ;7@ 48" MAX. SPACING -
SEE DETAIL
-AUTO-FILL DEVICE -
1/2" FRESH WATER 6'-0" DEPTH
SUPPLY LINE FROM EX I'
HOSE BIBB--BY OTHER I AQUASTAR 32CDFL-32"
FIELD VERIFY H.B..LO I CHANNEL DRAIN (316 GPM @ 3.9 2' SCH
& 2" OVERFLOW LIN I '40
TO ON -SITE llRA1NAG FT/SEC THRU GRATE - SINGLE
SYSTEM IINBLOCKABLE COMPLIANT W/
ASME/ANSI A 112.19.8 - 2017
f OR EQUAL
2" STATIC LINE" 1'O I
AUTO-FILLDEVICE
W/APPR. COVER •I '
I
(8) LED LIGHTS -
NICHELESS 5" SCE
. ' I STUB -OUT FOR 40
• POOL CLEANER i
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r (4) INLETS
1.5"4o SC I I I
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STEPS
I 240 SQ. IN. MIN.
TOP TREAD
II.
Y-6" DEPTH
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2" PVC UMBRELLA �o
SLEEVE CUT FLUSH
WITH SUN SHELF
I
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��— -- —
9!
48" HIGH POOL BARRIER
PER. FBC SIXTH EDITION (2017)
RESIDENTIAL CHAPTER 41.
(20" MIN: FROM POOL WATERLINE)
NOTE:
// POOL CONTRACTOR TO VERIFY ALL
PROPERTY LINE LOCATIONS AND POOL
ELEVATION PRIOR TO CONSTRUCTION.
POOL LAYOUT AND DIMENSIONS TO BE
/ VERIFIED W/ OWNER PRIOR TO
/ CONSTRUCTION
�S) EXIST. RESIDENCE
/ POOL/SPA LAYOUT & PIPING PLAN
/
/ SCALE: 1 /4"=V-0"
6'
12" I
12" I
I
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61 I.
" SCH
40
I
--_
9'
EXIST. PORCH
FILE COPY
5'-2tt
1'-6"
36'-6"
8t-1 ovt
Ul
SEE S
BY
REINFORCED O
CONCRI
(FIELD VERIFY
FILE COPY
ST, LUCIE COUNTY BUILDING DI N
REVIEWED FOR (;0�1PLIANC L5AjI
PLANS AND PERMIT MUST BE KEP'VOXJ013
SITE OR NO INSPECTIONS) WIL MADE
OUCTAPPROVED
SLAB(S)
E & LOCATION)
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BECOi 4PLNECESSARY TH ALLPP APPLICABLE CODES.
FIDE COP,
CONCEALED THE UT1' TA HMFjM
OR
ITT$
NOTE:
THESE PLANS ARE FOR POOL AND SPA
STRUCTURES, PLUMBING,
EQUIPMENT/ELECTRICAL & DECK
ONLY. ALL OTHER FEATURES
DESIGNED BY OTHERS.
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SCANNED
BY
St. Lucie County
DRAWN BY:
CLC
CHECKED BY:
wic
DATE:
8-24-18
SCALE:
AS NOTED
JOB NUMBER:
18-555
SHEET
1 OF 2
F
p
SAND SET, INTERLOCKING
PAVERDECK
BULLNOSE
BRICK COPING
SLOPE DECK @ yj' PER. FOOT
3" - J
F pI
F�c
MARCITE r s
OR EOUAL
CLEAN LFILL MPACTED TO
95% MAX. DRY DENSITY
UNDER DECK ONLY
.. 2-43 DIA. REBAR
TOPOFBEAM
• REINFORCING .STEEL
6„ -- #3 DIA. REBAR (k),
'.E.W. -
RADIIUS WALLS & FLOOR
VARIES
TYPICAL WALL SECTION
1411
3W
JPIP
SW
AN RI. NTODTO 1"
=� ASU RUN TO DECK
e� �BDx
2" S EPVC CORD
LED LIGHT SLEEVE
SP 10-22 WALL
FITTING - OR EQUAL
V
STALLED INSIDE PIPE
LED LIGHT DETAIL
611
18" MIN.- 24" MAX.
(ENTIRE PERIMETER)
W.L.
1
#8 SOLID BARE COPPER BOND t '
WIRE W/APPR.CLAMPS
-
(ONE ON EACH SIDE OF (I. i _
POOL-4TOTAL)
(1) 018 SOLID BARE COPPER WIRE
BONDED TO POOL STEEL AS SHOWN
NOTE: BONDING WIRE REQUIRED AT PERIMETER OF POOL
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION OF
N.E.C. 2014 SEC. 680.26
�o
VACUUM FITTING W/
SELF -CLOSING SAFETY COVER
(HAYWARD MODEL #400
OR EQUAL)
VACUUM LINE DETAIL
(WHEN APPLICABLE)
36'-611
28'-611
3'-611 11.4'
1 SLOPE 1'
POOL SECTION
TYPE 'O' POOL
811
6'
1811
1
1811
11
2011
1611
N.
CLEAN COMPACTED /
SOIL #3 DIA. REBAR @ 6"
O.C.E.W.
IN SPA FLOOR
SPA SECTION
SCALE: 3/8" = 1'-0"
811
18"
611 W.L..I
8
t1 k \#3 DIA. REBAR
�• �• @ 6" O.C.E.W.
lk IN SPA WALLS
IL
Y {.
6'
TV 1Z11 1211
Ij 1 61
-4" - 6.1 L 1211
BELOW r
SIi B-GRADE 1211
•�� 12" / \'\CLEAN
1211 - COMPACTED
6" MIN. SOIL
BENCH SECTION - I
STEP SECTION
`
MAX.
HANDHOLD SHALL BE ACCESSIBLE WITHIN 4 FEET
NOT TO EXCEED 8 FEET AT ANY TWO POINTS
ALONG THE INSIDE OF THE POOL PERIMETER
WHERE THE WATER DEPTH EXCEEDS 4 FEET
HANDHOLD DETAIL
SPA
FILE,,,,COPY
4"
SKIMMER COVER W\ ' RMMER, TIED SKIAROUND
ADJUSTABLE COLLAR WRAP (2) 03 DIA TO POOL STEEL
I
`:, •:R LEAF BASKET
TO POOL P ^ UMP
•:' 9,': 25 GPM MIN. FLOW
SKIMMER DETAIL
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
ANCHOR POOL PUMP AND
FILTER PER MFGR'S. N.O.A.
4" THICK REINFORCED CONCRETE SLAB
2" MIN.
F.G. PUMP
FILTER rt 0'3
HEATER
POOL PUMP, FILTER �
AND HEATER ANCHOR
POINTS MAY VARY
POOL EQUIPMENT ANCHORING DETAIL
SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING
INFORMATION- EQUIPMENT SHAPES MAY VARY
POOL SYSTEM FLOW RATE: 165 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC. PUMP = 2.7 HP HAYWARD TRI STAR 950 (SP32950VSP)
VARIABLE SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED = 165 GPM @ 35 TDH
3" SUCTION PIPE @ 165 GPM = 7.29 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.511 BRANCH PIPE @ 82.5 GPM = 5.64 FT./SEC.
(6 FT./SEC. MAX. - SUCTION LINES)
3" PRESSURE PIPE @ 165 GPM = 7.29 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER = 165 GPM @ 1 GPM/ SQ. FT.
=165 SQ. FT. MIN. FILTER AREA
I HP AIR BLOWER MOTOR W/ BUILT-IN OVERLOAD
HEATER (GAS)• IGNITION SWITCH SWITCH W/3- 012 THHN CU WITHIN 1/2" MIN.
3 -#12 THHN CU WITHIN 1/2" CONDUIT CONDUIT(CONNECT TOP 20 AMP .2 POLE GFCI
(CONNECT TOP 20 AMP- I POLE GFCI BREAKER)
BREAKER)
CONTROL/POOL PANEL W/ 30 AMP - MANUAL MOTO
R STARTERSWITCH
2 POLE BREAKER W/ INTEGRAL 2.7 HP PUMP MOTOR W/ BUILT-IN
TIME CLOCK FOR PUMPS, MOTOR OVERLOAD SWITCH W/ 3 - #10 THHN
AND HEATER CU WITHIN 1/2" MIN. CONDUIT
(CONNECT TOP 20 AMP - 2 POLE GFCI
&(I) 2 GROUND BREAKER)
THHN
IN 1 12" RPVC TIME CLOCK
CONDUIT IT S.P.S.T. TOGGLE
SWITCH - W. P. DISCONNECT
(8) LED POOL LIGHTS 12 VOLT TRANSFORMER
(GFI NOT REQUIRED) JUNCTION BOX
(2) LED SPA LIGHT
(GFI NOT REQUIRED)
I. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
2. 3-012 THHN CU WITHIN 12" MIN, CONDUIT FOR POOL LIGHT(S}
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/ #8 SOLID, BARE COPPER.
4. PROVIDE W.P.G.KI. OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B).
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS.
ELECTRICAL DIAGRAM
N.T.S.
AQUASTAR32CDFL-32" IT- 0d -'1` 33/32"
CHANNEL DRAIN (316 GPM
@ 3.9 FT/SEC THRU GRATE -
HYDROSTATIC RELIEF VALVE
SINGLE UNBLOCKABLE
PORT OR CAP OFF
OR EQUAL 3 L4"
FINISH PLASTER --.._
FLOOR
HYDROSTATIC RELIEF VALVE &
MAIN DRAIN SUCTION LINE
TIED TOGETHER AS SHOWN
PERFORATED PVC COLLECTION
ABOVE -PIPE SIZE PER
TUBE, WHERE REQUIRED
PLAN
MIN. 1/2 YARD GRAVEL SUMP
NOTE: 25.9 SQUARE INCH OPEN AREA,
WRAPPED W/ DRAIN FEILD
316 GPM = 3.9 FEET PER SECOND
CLOTH (RECOMMENDED)
Channel Main Drain Detail
SCALE: N.T.S.
r�'l
EQUIPMENT LAYOUT
SCALE: N.T.S.
LEGEND
1. 3" SPA MAIN DRAIN LINE
2. 2" VACUUM LINE
3. 3" POOL MAIN DRAIN LINE
4. 2" SKIMMER LINE
5. 3" RETURN TO THERAPY JETS
6. 3" POOL RETURN LINE
7. 2" AIR LINE
A. 1.5" TO WASTE OR DISCHARGE
TO GROUND
B. 2.7 HP REC. PUMP W/ APPR HAIR
& LINT STRAINER
C. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
D. 4009000 BTU GAS HEATER W/
INTERNAL BY-PASS
E. CHLORINE GENERATOR
F. INSTALL PERMA-CAST PB-2011 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)
G. VALVES (TYPICAL)
H. 1 HP AIR BLOWER
GENERAL NOTES:
1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE
GROUNDED PER CODE.
2. PO
OL TO BE
CONST
RUCTED
ll OF CONCRE TE/GUNtTE WITH A MINI NIL) D7
COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28DAYS.
3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS
OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL
BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH ACI STANDARDS.
4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF
THE SUCTION LINE.
5. STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER.
6. POOL TO BE FENCED PER LOCAL CODES.
7. GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE.
8. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY
WITH THE REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI 5;
ANSI/ NSPI 6; AND ANSI/APSP 7 2013 AND ANSI/APSP.ICC-15 2011.
9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER
DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS
DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM
NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN
OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH
THE FBC SIXTH EDITION (2017) - RESIDENTIAL -PRIVATE SWIMMING POOL AND
LOCAL AMENDMENTS, IF ANY.
11. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SIXTH
EDITION (2017)-RESIDENTIAL CHAPTER 45. PRIVATE SWIMMING POOL.
12. PRESUMPTIVE LOAD- BEARING VALUE OF SOIL - INACCORDANCEWITHFBC
SIXTH EDITION (2017) SECTION 1806.2 THE SOIL BEARING VALUE SHALL BE A
MINIMUM OF 550 P.S.F. BASED ON A MAXIMUM OF 1/8" SETTLEMENT.
13. SHOULD ANY MUCK, MARL, OR OTHER ORGANIC SOILS BE DISCOVERED ON
EXCAVATION, THEY SHOULD. BE REMOVED IN THEIR ENTIRETY, ALL
CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE
CONTACTED TO CONDUCT AN INSPECTION.
14. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
(CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
15. POOL PLANS ARE DESIGNED TO MEET THE FBC SIXTH EDITION (2017) -
RESIDENTIAL- PRIVATE SWIMMING POOLS.
16. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2013 AND FBC SIXTH
EDITION (2017) - RESIDENTIAL CHAPTER 45.
PLUMBING NOTES:
1. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF
SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC
SIXTH EDITION (2017), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.
2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT
EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES
AND 10 FT/SEC. PRESSURE LINES.
3. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE
FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED LINDER CONCRETE
SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE
DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A
SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE
READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.
4. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
VERTICAL CHECK PATTERN.
5. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS
OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF
RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION.
6. ALL POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL
BEAR THE H.S.P. SEAL OF APPROVAL.
7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK
ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
VALVE.
8. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS
SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL.
9. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER
SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY
MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACKFLOW PROTECTION.
NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER
A DIVING BOARD, OR PROPERLY GUARDED,
10. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE
COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC
WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15
MINUTES.
11. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA
BUILDING CODE, PLUMBING.
12. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR
UNION CONNECTION ADJACENT TO THE HEATER.
13. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC SIXTH EDITION (2017).
14. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS.
(SEPARATE PLANS AND PERMIT REQUIRED)
IS. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
RECOGNIZED TESTING AGENCY.
16. PROVIDE APPROVED BACKFLOW DEVICE AT WATER METER AND PRESSURE
VACUUM BREAKER BACKFLOW DEVICE ON WATER SUPPLY WHEN REQUIRED.
POOL/SPA SPECIFICATIONS
SIZE: 18'-0" X 38'-0" DEPTH: 3'-6" TO 6'-011
VOLUME: 202200 GALLONS ELEVATION: DET. ON SITE
TURN OVER RATE: 9.4 HR. (&,, 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 2.0 HR. (a� 165 GPM - HIGH SPEED)
DESIGN FLOW RATE: = 20,200 GAL./6 HRS./60 MIN. = 56 G.P.M.
TILE: STANDARD THERAPY JETS: 7 IN N SPA
POOL FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS: POOL (4)
DECK: PAVERS ELECTRIC: BY OTHERS
POOL LIGHT: J8) LED - NICHELESS
SPA LIGHT: (2) LED - NICHELESS
LADDER: NO HANDRAIL: NO
PUMP: 2.7 HP HAYWARD TRI STAR 950 (SP32950VSP)
A.P.S.P. PUMP CERT.: CURVE A - 35 GPM (&,1725 RPM
FILTER: HAYWARD C200 CARTRIDGE
200 SQ. FT. FILTER AREA
HEATER: 4002000 BTU GAS HEATER W/APPROVED COVER
VACUUM LINE: YES
POOL AREA: 667 S.F. PERIMETER 115 L.F.
SPA AREA: 60 S.F. PERIMETER 32 L.F.
AUTO -FILL: YES OVERFLOW: YES
CHLORINE GENERATOR: HAYWARD T-CELL 9
POOL CONTROLLER SYSTEM: HAYWARD OMNI-LOGIC
1 HP BLOWER
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DRAWN BY:
CLC
CHECKED BY:
WJC
DATE:
8-24-18
SCALE:
AS NOTED
JOB NUMBER:
18 - 555
SHEET
2 OF 2