HomeMy WebLinkAboutPLANSAUTO -FILL DEVICE
1/2" FRESH WATER SUPPLY LINE•
FROM EX. HOSE BIBB - BY OTHERS
FIELD VERIFY H.B. LOC.
& 2" OVERFLOW LINE TO ON-%ITE
DRAINAGE SYSTEM
17'
T
16" RAISED SPA
18" BENCH - 20" BELOW W.L.
(6) THERAPY JETS
(2) FILTERED INLETS
(1) AQUASTAR 32CDF'L - 32" CHANNEL
DRAIN (316 GPM ® 3.9 FT/SEC THRII GRATE
- SINGLE UNBLOCKABLE OR EQUAL)
(1) LED SPA LIGHT - NICIIELESS
(1) 32" WIDE SPILLWAY
TILE BACKSIDE OF SPA DOWN TO DECK
81-1011
4' --f— 4'-10"
. F �—
IF F_
2.5"
CH 40
(2) LED LIGHT -
NICHELESS
18" BENCH -
20" BELOW
W.L.
1►11 IN
FINAL YARD GRADES TO BE FLUSH
WITH EDGE OF POOL DECK (OR POOL
WHERE NO DECK IS PROVIDED) AND TO
SLOPE AWAY FROM POOL/DECK AT
1':12' MAX. FOR FIRST 6' FROM EDGE.
9'1,9'
PERIMETER BONDING
7' WIRE @ 18"MIN. - 24" MAX.
FROM W.L. (SEE DETAIL)
C7>--3" SC It 4
—--— — — 2" SCII 40 T—
SUNSIFELF
2" PVC UMBRELLA
SLEEVE
CUT FLUSH WITH
SUN SHELF
T-3rr
(4) INLETS
29'-9"
11
6'-4" Ilk 16'-2"
---i- -----. ---
3'"6r1 I
FOOTING FOR SCREEN ENCLOSURE, SCREEN
ENCLOSURE BY OTHERS I
. I
8' I .
DECK-O-DRAIN I I
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118'-6"
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2'
—� 12" I
— — — — -'�- 2^ sCll ao 1.5 SCH 41) I _�
5'-4". 18r8rr I — -- 6- -----�
1)v . 301
— POOL/SPA EQUIP.
SEE SITE PLAN:
BY OTHERS
REINFORCED OR
PRODUCT APPROVED
CONCRETE SLAB(S)
(FIELD VERIFY SIZE &
LOCATION)
IANDHOLDS REQUIRED
@ 48" MAX. SPACING -
SEE DETAIL
2" STATIC LINE TO
AUTO -FILL DEVICE
W/APPR. COVER
�AQUASTAR 32CDFL - 32"
CHANNEL DRAIN (316 GPM @ 3.9
FT/SEC THRU GRATE - SINGLE
UNBLOCKABLE COMPLIANT W/
ASME/ANSI A 112.19.8 - 2017
OR EQUAL
STUB -OUT FOR
POOL CLEANER
DECK-O-DRAIN
EXIST. PORCH
a
A
n
STEPS
240 SQ. IN. MIN.
TOP TREAD
12"
NOTE:
5'-6"
PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER FBC SIXTH EDITION, 2017
EXIST. PORCH
POOL/SPA LAYOUT & PIPING PLAN
SCALE: 1/4"=1'-0"
10'-1Orr
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
EXIST. RESIDENCE
NOTE:
THESE PLANS ARE FOR POOL AND SPA
STRUCTURES, PLUMBING,
EQUIPMENT/ELECTRICAL & DECK
ONLY. ALL OTHER FEATURES
DESIGNED BY OTHERS.
61d,0 �41r REVIEWED F
CODE COMPLIANCE
ST. LUC//IE COUNTY
�
F E�fCOPY
SGANNE
BY
MBAs St. Lucie Cot
"@8 20
Permuting Department
St, Lucie County
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SAND SET, INTERLOCKING
PAVER DECK
BULLNOSE
BRICK COPING SLOP DECK 9 y" PER FOOT
3" -�.I.
F 4
�a^
j7L
MARCITEa'-
OR EQUAL
.� CLEAN FILL COMPACTED TO
95% MAX. DRY DENSITY
,.y UNDER DECK ONLY
2 -03 DIA. REBAR
.TOPOFBEAM
-�' REINFORCING STEEL
a - 03 DIA. REBAR
6"
_ 12" O.C.E.W.-
RADRUS ! ;- WALLS & FLOOR
VARIES
TYPICAL WALL SECTION
14"
18" MIN. 24" MAX.
(ENTIRE PERIMETER)
W.L.
48 SOLID BARE COPPER BOND I t
WIREW/APPR. CLAMPS - (I
(ONE ON EACH SIDE OF 1 "I I
PO0L-4TOTAL)
(1) 08 SOLID BARE COPPER WIRE
BONDED TO POOL STEEL AS SHOWN
NOTE: BONDING WIRE REQUIRED AT PERIMETER OF POOL
EOUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION OF
N.E.C. 2014 SEC. 690.26
4„ 6„ N "� �j' 18" 16,51r
` BELOW 10.5,
SUB -GRADE -
..• 10.51,
10.5"
BENCH SECTION
12". 12", 18"
�r
STEP SECTION
4„
SKIMMER COVER W/ MIN WRAP(2)#3 DIA. AROUND
ADJUSTABLE COLLAR SKIMMER, TIED TO POOL STEEL
I
HEATER (GAS) - IGNITION SWITCH 2 HP AIR BLOWER MOTOR w/ BUILT-IN OVERLOAD
3 - #12 THHN CU WITHIN 112" CONDUIT SWITCH W/ 3 - #12 THEN CU WITHIN 1/2" MIN.
(CONNECT TOP 20 AMP -1 POLE GFCI CONDUIT(CONNECT TOP 20 AMP - 2 POLE GFCI
BREAKER) BREAKER)
CONTROL/POOL PANEL W160 AMP - MANUAL MOTOR STARTER SWITCH
2 POLE BREAKER W/ INTEGRAL
TIME CLOCK FOR PUMPS, MOTOR 2.7 HP PUMP MOTOR w/ BUILT-IN
AND HEATER OVERLOAD SWITCH W/ 3 - #10 THHN
CU WITHIN 1/2" MIN. CONDUIT
(CONNECT TOP 20 AMP- 2 POLE GFCI
(3) - 96 & (1) 910 GROUND BREAKER)
THHNI"
CU IN " RPVC
CONDUIT S.P.S.T. TOGGLE
SWITCH
(2) LED POOL LIGHTS 12 VOLT TRANSFORMER
(GET NOT REQUIRED) JUNCTION BOX
(1) LED SPA LIGHT
(GFI NOT REQUIRED)
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 1/2" MIN. CONDUIT FOR POOL LIGHT(S).
3. GROUND ALL BOXES, LIGHTS., MOTORS, ETC. w/ 48 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).
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS
ELECTRICAL DIAGRAM
N.T.S.
m
PIPE REDUCED TO I"
12"
I---#
AND RUN TO DECK
BOX
{
32"-,'' 33/32"
AQUASTAR 32CDFL 32"
6 B
-
CHANNEL DRAIN (316 GPM
HANDHOLD SHALL BE ACCESSIBLE WITHIN 4 FEET
LEAF BASIOST
Q 3.9 FT/SEC THRU GRATE•HYDROSTATIC RELIEF VALVE
SINGLE UNBLOCKABLE PORT OR CAP OFF
SCH 40 PVC CORD
VACUUM FITTING W /
NOT TO EXCEED 8 FEET AT ANY TWO POINTS
ALONG THE INSIDE OF THE POOL PERIMETER'LED
OR EQUAL 11/42"
LIGHT
SLEEVE
SELF -CLOSING SAFETY COVER
WHERE THE WATER DEPTH EXCEEDS 4 FEETFLOOR
Itig
SP WALL
(HAYWARDMODEL#400
HANDHOLD DETAIL
-'FITTING-OR
FINISH PLASTERINSTALLED
G- EQUAL
INSIDE PIPE
OREQUAL)
POOL PUMP
25GPMMIXFLOW
VACUUM LINE DETAIL
MAIN DRAIN SUCTION LINE
HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN
PERFORATED PVC COLLECTION ABOVE - PIPE SIZE PER
LED LIGHT DETAIL
TUBE, WHERE REQUIRED PLAN
MIN. YARD GRAVEL SUMP
NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEHA
�j�
SHIMMER DETAIL
316 GPM= 3.9 FEET PER SECOND CLOTH (RECOMMENDED)
Channel Main Drain Detail
SCALE: N.T.S.
2 5/8"
GRADE LOT TO SLOPE
AWAY FROM POOL DECK
SCREEN ENCLOSURE
(BY OTHERS')
12" 13RICK
PAVER DECK,
SAND BED
uz' 12"
• 12" X 12" FOOTING
12" W/(2) #5 DIA. CONT.
FOOTING FOR SCREEN ENCLOSURE
DOUBLE MAT OF
#3 DIA. REBAR
@ 12" O.C.E.W.\
IN SPA WALLS
6'
181,
1.2
16"
1 20" f � 16"
W.L.
n
16 DOUBLE MAT OF
• y • _ 43 DIA. REBAR
12" O.C.E.W.
,;.f IN SPA WALLS
COMPACTED /
CLEAN FILL � : =----: •�
#3 DIA. REBAR @ 6" L L y
O.C.E.W. :... ;.
IN SPA FLOOR ='
SPA SECTION
SCALE: 3/8" = P-0"
5'
30'
25'
12.5'
5' 1' SLOPE
POOL SECTION
TYPE 'O' POOL
EQUIPMENT LAYOUT
SCALE: N.T.S.
3'
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.
FILTER 4t-TI HEATER
POOL PUMP, FILTER vi
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: 150 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC. PUMP = 2.7 HP JANDY E-PUMP - JEP2.OVS
VARIABLE SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED =150 GPM @ 42 TDH
3" SUCTION PIPE @ 150 GPM = 6.63 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.511 BRANCH PIPE @ 75 GPM = 5.13 FT./SEC.
(6 FT./SEC. MAX. - SUCTION LINES)
3" PRESSURE PIPE @ 150 GPM = 6.63 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER =150 GPM @ 1 GPM/ SQ. FT.
=150 SQ. FT. MIN. FILTER AREA
LEGEND
1.
2" AIRLINE
2.
3"
SPA MAIN DRAIN LINE
3.
2"
VACUUM LINE
4.
3"
POOL MAIN DRAIN LINE
5.
2"
SKIMMER LINE
6.
3"
RETURN TO JETS
7.
3"
SPA RETURN LINE
8.
3"
POOL RETURN LINE
A. 2 HP AIR BLOWER
B. 1.5" TO WASTE OR DISCHARGE
TO GROUND
C. 2.7 HP REC. PUMP W/ APPROVED HAIR
& LINT STRAINER
D. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
E. 2609000 BTU GAS HEATER W/
INTERNAL BY-PASS
F. CHLORINE GENERATOR
G. INSTALL PERMA-CAST PB-2011 WATER BOND
OR APPROVED EQUAL TIED TO
PUMP GROUND W/ 98 SOLID COPPER
& APPROVED LUG (MIN. 9 SQ. IN
SURFACE AREA EXPOSED TO WATER)
PER MFGR'S SPECS (FIELD VERIFY LOCATION)
H. VALVES (TYPICAL)
GENERAL NOTES:
1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE
GROUNDED PER CODE,
2. POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS.
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, MIN. 40 DIA. LAP SPLICE AND PLACED IN ACCORDANCE WITH ACI
STANDARDS. PROVIDE 3" MIN. CONCRETE COVER OVER REINFORCING STEEL..
4. GRATE 1N 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.
S. 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 2006 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 1N 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 - IN ACCORDANCE WITH FBC
SIXTH EDITION (2017) SECTION 1806.2 THE SOIL BEARING VALUE SHALL BE A
MINIMUM OF 2000 P.S.F. (FOLLOW GEOTECHNICAL ENGINEERING REPORT
RECOMMENDATIONS OR INDUSTRY ACCEPTED STANDARDS - BY OTHERS)
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 FIFTH EDITION (2014) -
RESIDENTIAL - PRIVATE SWIMMING POOLS.
16. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 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 RE 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 UNDER 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 POSITIVEMEANSOF
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 POOLISPA 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 POOLISPA 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.
It. 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.
43. 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)
15. SWIMMING POOLISPA WATER HEATERS SHALL BEAR THE LABEL OF A
RECOGNIZED TESTING AGENCY.
16. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY.
POOL/SPA SPECIFICATIONS
SIZE: 26'-6" X 30'-0" DEPTH: 3'-0" TO 5'-0"
VOLUME: 15,300 GALLONS ELEVATION: DET. ON SITE
TURN OVER RATE: 7.1 HR. (a, 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 1.7 HR. * 150 GPM - HIGH SPEED)
DESIGN FLOW RATE: = 15,300 GAL./6 HRS./60 MIN. = 43 G.P.M.
TILE: STANDARD THERAPY JETS: (6) IN SPA
POOL FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS: POOL (4) SPA (2)
DECK: PAVERS ELECTRIC: BY OTHERS
POOL LIGHT: 2 LED - NICHELESS
SPA LIGHT: (1) LED - NICHELESS
LADDER: NO HANDRAIL: NO
REC. PUMP = 2.7 HP JANDY E-PUMP - JEP2.OVS
A.P.S.P. PUMP CERT,: CURVE A - 35 GPM (a, 1730 RPM
FILTER: JANDY CS200 CARTRIDGE
200 SQ. FT. FILTER AREA
HEATER: JANDY 260,000 BTU GAS HEATER W/
APPROVED COVER
VACUUM LINE: YES
PODL AREA: 554 S.F. PERIMETER 125 L.F.
SPA AREA: 42 S.F. PERIMETER 26 L.F.
AUTO -FILL: YES . OVERFLOW: YES
CHLORINE GENERATOR: YES - JANDY
POOL CONTROLLER SYSTEM: JANDY RS-4
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DRAWN BY:
CLC
CHECKED BY:
WJC
DATE:
5-11-19
SCALE:
AS NOTED
JOB NUMBER:
19-327
SHEET
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