HomeMy WebLinkAboutPOOL PLAN - LAYOUT16'-7"
5' 11'-7"
18" RAISED SPA
18" BENCH - 20" BELOW W.L.
(6) THERAPY JETS
(2) FILTERED INLETS
(1) AQ L ASTAR 32CDFL - 32" CHANNEL ��
DRAIN (316 GPM ', 3.9 FT/SEC THRUGRATE
- SINGLE UNBLOCKABLE OR EQUAL)
SPA SIDE AIR SWITCH
(1) LED SPA LIGHT - NICHELESS
360 DEGREE SPILLWAY 13 -6w'
2 HP AIR BLOWER
'II �
I N
NOTE: I 1.5" SCH 40�
EXISTING 48" MIN. HIGH FENCE W/ I�
SELF LATCHING GATE THAT SWINGS OUT
I 2" PVC UMBRELLA
AWAY FROM POOL AREA VERIFY EXIST. I SLEEVE
FENCE IN COMPLIANCE W/ CHILD SAFETY I CUT FLUSH WITH
BARRIER REQUIREMENT'S PER FBC SIXTH SUN SHELF 2 5"
H 40
EDITION (2017) I SC
18'
I
6
(2) BUBBLERS W/
' I
15' SUPPLY LINE
AND VALVE
I
1.5" SCH 40
I
SKIMMER
"HST � 2•• SCH 40 o
C--L���-
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i
NOTE:
PROVIDE WINDOW AND DOOR
10,1611
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER FBC SIXTH EDITION, 2017
i
LL
POOL/SPA EQUIP.
SEE SITE PLAN:
BY OTHERS
REINFORCED OR
PRODUCT APPROVED
CONCRETE SLAB(S)
(FIELD VERIFY SIZE &
LOCATION)
-ter
U
U
a
14'-4"
IT
�— �71 /3" SCH 40
2.5"
�CH 40
AQIIASTAR 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
(3) LED LIGHTS -
16'-7" 71
11'-7" 5'
5'-8rr
1.5� H 40
I
I
I I PERIMETER BONDING
fI WIRE O 18"MIN. - 24" MAX.
I FROM W.L. (SE'E,DETAIL)
i I
}-=�--=-- ---=
HANDHOLDS REQUIRED
@ 48" MAX. SPACING -
SEE DETAIL
STUB -OUT FOR
POOL CLEANER
(4)
240 SQ. 1N. MIN.
TOP TREAD
1.5"SCIf 40j i
---------------------
2" SCH 40�'.
5'
T
NOTE:
POOL CONTRACTOR TO VERIFY ALL
PROPERTY LINE LOCATIONS AND POOL
EXIST. PORCH ELEVATION PRIOR TO CONSTRUCTION.
POOL LAYOUT AND DIMENSIONS TO BE
VERIFIED W/ OWNER PRIOR TO
i CONSTRUCTION
POOL/SPA LAYOUT & PIPING PLAN
SCALE: 1 /4"=1'-0"
rr
n
6'
RE
na
13'-6"
NOTE:
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.
EXIST, RESIDENCE
NOTE:
THESE PLANS ARE FOR POOL AND SPA
STRUCTURES, PLUMBING,
EQUIPMENT/ELECTRICAL & DECK
ONLY. ALL OTHER FEATURES
DESIGNED BY OTHERS.
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
SCANNED
BY
St. Lucie County
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DRAWN BY:
CLC
CHECKED BY:
WJC
DATE:
3-7-19
SCALE:
AS NOTED
JOB NUMBER:
19 - 205
SHEET
1 OF 2
SAND SET, INTERLOCKING
PAVER DECK
BULLNOSE
BRICK COPING
G Y," PER FOOT
3"
�CLEAN
FILL COMPACTED TO
S w95%
MAX. DRY DENSITY
��
rSOPEDECK
UNDER DECK ONLY
u
2-#3 DIA. REBAR
w :TOP
OF BEAM
��F
5"
MARCITE 3
REINFORCING STEEL
N3 DIA. REBAR no-
6"
IN
12" O.GIE.W.-
RADIIUS -. WALLS & FLOOR
VARIES
TYPICAL WALL SECTION
-ice- 1, 14" 1 /
PIPE REDUCE TO I'•
AND NO N TO DECK
(TIRO
SLEEV
LED L GIIT II INSTALLED INSIDE
LED LIGHT DETAIL
6"
18" MIT(-24" MAX.
(ENTIRE PIRIMETER)
W.L.
#8 SOLID BARE COPPER BOND ' - -
WIRE W/APM CLAMPS .•. k }
(ONE ON EACH SIDE OF
POOL-4TOTAL)
(1) #8 SOLID BARE COPPER WIRE
BONDED TO POOL STEEL AS SHOWN
NOTE: BONDING WIRE REQUIRED AT PERIMETER OF POOL
EQWPOTENTTAL BONDING DETAIL
PER FLORIDA BUILDING CODI ADAPTATION OF
N.E.C. 2014 SEC. •0.26
6'
#3 DIA. REBAR @ 6" O.C.E.W. 10.5"
IN SUN SHELF AREA
V
x'
4"-6"
BELOW
SUB -GRADE
z_
� N
VACUUM FITTING W/
SELF -CLOSING SAFETY COVER
(HAY W AR D MODEL N400
OR EQUAL)
VACUUM LINE DETAIL
CLEAN i
COMPACTED
SOIL
SUN SHELF/BENCH SECTION
SCALE: 3/8" = F-0"
6"6" 8"
I, I, I, I>
181, C 20vr
6 k �
La6
#3 DIA. REBAR `-
@ 12" O.C.E.W.
CLEAN COMPACTED #3 DIA. REBAR
SOIL @ 6" O.C.E.W.
IN SPA FLOOR
#3 DIA. REBAR
@ 6" O.C.E.W.
121
3'
03 DIA. REBAR
@ 12" O.C.E.W.
SPA/TROUGH SECTION
SCALE: 3/8" = 1'-0"
8" 6"6ff
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
in
181,
61,
6"
5'
18"_ 18"_ 18"
IN
4"
SKIMMER COVERW'
ADJUSTABLE COLLAR I Nr
WRAP (2) #3 DIA. AROUND
SKIMMER, TIED TO POOL STEEL
I
LEAF BASKET
7-
TO POOL PUMP
25 GPM MIN. FLOW
SHIMMER DETAIL
37'-6" -
22'
11f 3'-611
5'-6" 1' SLOPE J
POOL SECTION
TYPE 'O' POOL
4'-6"
POOL SYSTEM FLOW RATE: 150 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC. PUMP = 2.7 HP JANDY E-PUMP - JEP2.OSVRS
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)
2.5" 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
n
EQUIPMENT LAYOUT
SCALE: N.T.S.
2 HP AIR BLOWER MOTOR W/ BUILT-IN OVERLOAD
SWITCH W/3-#12 THHN CU WITHIN 1/2" MIN.
CONDUIT(CONNECT TOP 20 AMP - 2 POLE GFCI
HEATER (GAS)-IGNArHON SWITCH BREAKER)
3 - 012 THHN CU WITHIN 1/2" CONDUIT
(CONNECT TOP 20 AMP -1 POLE GFCI
BREAKER)
MANUAL MOTOR STARTER SWITCH
POOL PANEL W/ 30 AMP
100%2.7 HP PUMP MOTOR w/ BUILT-IN
( RATED) 2-POLE BREAKER OVERLOAD SWITCH W/3-#10 THHN
CU WITHIN 1/2" MIN. CONDUIT
(CONNECT TOP 20 AMP-2 POLE GFCI
T - &(1) #12 GROUND BREAKER)
THHN CU IN 1/2" RPVC TIME CLOCK
CONDUIT S.P.S.T. TOGGLE
SWITCH - W. P. DISCONNECT
(3) LED POOL LIGHTS 12 VOLT TRANSFORMER
(GFI NOT REQUIRED) JUNCTION BOX
(1) LED SPA LIGHT
(CFI 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 LICHT(S).
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ #8 SOLID, BARE COPPER.
4. PROVIDE W.P.G.F.1. OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(8).
6, LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS.
ELECTRICAL DIAGRAM
N.T.S.
AQUASTAR 32CDFL-32" 32 - 33/32
CHANNEL DRAIN (316 GPM
@ 3.9 FT/SEC THRU GRATE.- HYDROSTATIC RELIEF VALVE
SINGLE UNBLOCKABLE PORT OR CAP OFF
OR EQUAL a v4
FLOOR
FINISH PLASTER
MAIN DRAIN SUCTION LINE
HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN
PERFORATED PVC COLLECTION ABOVE - PIPE SIZE PER
TUBE, WHERE REQUIRED PLAN
MIN. Y, 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.
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
ANCHOR POOL PUMP AND
,FILTER PER MFGR'S. N.O.A.
/ 4" THICK REINFORCED CONCRETE SLAB
E.G. MIN. --
FILTER
FILTER \oo-\
POOL PUMP, FILTER "
AND HEATER ANCHOR
POINTS MAY VARY
POOL EQUIPMENT ANCHORING DETAIL
SEE M FGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING
INFORMATION - EQUIPMENT SHAPES MAY VARY
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
LEGEND
1.
2"
AIR LINE
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"
POOL RETURN LINE
8.
3"
SPA RETURN LINE
9.
1.5" BUBBLER FEED LINES
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. 400,000 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/ 48 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 ASTI I A-615, GRADE 60, STEEL SHALL
BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH ACI STANDARDS.
4. GRATE IN MAIN DRAIN SHALL HAVE A TREE 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 SHALT. 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 ]'HIS 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 -IN ACCORDANCE WITH FBC
SIXTH EDITION (2017) SECTION 1806.2 TI IE SOIL BEARING VALUE SHALL BE A
MINIMUM OF 550 P.S.F. BASED ON A MAXIMUM OF 1/8" SETTLEMENT.
13. SHOULD ANY MUCK, MART., 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 REQUIREMENT'S 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 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 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 TO3'-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 T'O THE HEATER.
13. PURPLE PRIMER REQUIRED ON ALI, PC PIPING PER FBC SIXTH EDITION (2017).
14. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS.
(SEPARATE PLANS AND PERMIT REQUIRED)
15. 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 37'-6" DEPTH: 3'-6" TO 5'-6"
VOLUME: 24,400 GALLONS ELEVATION: DET. ON SITE
TURN OVER RATE: 11.3 HR. (a, 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 2.7 HR. *a 150 GPM - HIGH SPEED)
DESIGN FLOW RATE: = 24,400 GAL./6 HRS./60 MIN. = 68 G. P.M.
TILE: STANDARD THERAPY JETS: 6 IN N SPA
POOL FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS: POOL (4) SPA (2)
DECK: PAVERS ELECTRIC: BY OTHERS
POOL LIGHT: (3) LED - NICHELESS
SPA LIGHT: (1) LED - NICHELESS
LADDER: NO HANDRAIL: NO
PUMP: 2.7 HP JANDY E-PUMP - JEP2.OSVRS
A.P.S.P. PUMP CERT.: CURVE A - 35 GPM ,, 1725 RPM
FILTER: JANDY CL-580 CARTRIDGE
580 SQ. FT. FILTER AREA
HEATER: 400,000 BTU GAS HEATER W/
APPROVED COVER
VACUUM LINE: YES
POOL AREA: 787 S.F. PERIMETER 127 L.F.
SPA AREA: 72 S.F. PERIMETER 36 L,F.
AUTO -FILL: NO OVERFLOW: NO
CHLORINE GENERATOR: YES
POOL CONTROLLER SYSTEM: JANDY RS-4
2 HP AIR BLOWER
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DRAWN BY:
CLC
CHECKED BY:
WJC
DATE:
3-7-19
SCALE:
AS NOTED
JOB NUMBER:
19 - 205
SHEET
2 OF 2