HomeMy WebLinkAboutPLANSNOTE:
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.
POOL EQUIP.
SEE SITE PLAN:
BY OTHERS
REINFORCED OR
PRODUCT APPROVED
CONCRETE SLAB(S)
(FIELD VERIFY SIZE &
LOCATION)
AUTO -FILL DEVICE
1/2" FRESHWATER SUPPLY LINE -
FROM EX. HOSE BIBB - BY OTHERS
FIELD VERIFY H.B. LOC.
& 2" OVERFLOW LINE TO ON -SITE
DRAINAGE SYSTEM
PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER FBC SIXTH EDITION, 2017
EXIST.
RESIDENCE
POOL LAYOUT & PIPING PLAN
SCALE: 1/4"=V-0"
LE COPY
REV IWED FOR
CODE C MPLIANCE
ST. LUCIkCOUNTY
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BY:
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ER:
3
IF 2
CONTROL JOINTS REQUIRED: SAW CUT I" DEEP
WITHIN 4 TO 6 HOURS OF DECK PLACEMENT AT
12'-0" MAX. SPACING.
4" THICK CONC. DECK W/ 6" X 6"
CONCRETE - 10/10 WIRE MESH OR FIBER MESH CONC.
OVERPOUR
COPING SLOPE DECK(.) %" MAX. PER. FOOT
3" -
I
-1'r-.CLEAN FILL COMPACTED TO
of
- 95 % MAX. DRY DENSITY
UNDER DECK ONLY
gug
II
2-#3 DIA. REBAR
TOP OF BEAM
r
5-
"33
MAROR
REINFORCING STEEL
EQUAL
#3 DIA. REBAR (v 12" O.C.E.W,
WALLS &FLOOR
6„
RADdIUS
_
I� 1- VARIES
TYPICAL WALL SECTION
_® 14"
s�
m� P '� IPE REDUCED TO 1"
�` u AND RUN TO DECK
e 3 / BOX
2"SCH 40PVC CORD
LED LIGHT SLEEVE
SP 16-2E WALL
FITTING - OR EQUAL
INSTALLED INSIDE PIPE
LED LIGHT DETAIL
211
GRADE LOT TO SLOPE
AWAY FROM POOL DECK
Q„
2500 PSI CONC. W/ 6" X 6" -
10/10 W.M. OR 2500 PSI
FIBER MESH CONC.
-+ 8" X 12" MONO
12" FOOTING W!
3 - #3 DIA. OR
2 - #4 DIA. OR
1 - #5 DIA.
THICKENED EDGE DETAIL
(WHEN APPLICABLE)
NOTE: ALL CONTROL JOINTS WITH IN
BONDING GRID AREA TO BE FILL
W/ ULTRAVIOLET RESISTANT
SILICON CAULK
18" MIN: 24" MAX.
(ENTIRE PERIMETER)
W.L. b i 4„ _ 6„
#8 SOLID COPPER BOND _ BELOW
WRE W/ APPR. CLAMPS
DINE ON EA SIDE HF SUB -GRADE
POOL-4TOTAL)
4" THICK x Y W IDE 2500 P.S.L
CONCRETE SLAB W/(1) #8 BARE COPPER WIRE
(UNDERSLAB)
BONDED TO POOL STEEL AS SHOWN
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION OF
N.E.C. 2014 SEC. 680.26
WATER LINE
VACUUM FITTING W/
SELF -CLOSING SAFTY COVER
(HAYWARD MODEL #400)
VACUUM LINE DETAIL
I/ I
#3 DIA. REBAR A 6" O.C.E.W.
IN SUN SHELF AREA
COMPACTED
CLEAN FILL
10.5"
SUN SHELF SECTION
SCALE: 1/4" = V-0"
10.5'1,
10.51,
-� 4n en
BENCH SECTION
12", 12"
M
6"
aIM&you I101"L
r
CLEAN
COMPACTED
SOIL
#3 DIA. REBAR @ 6"
O.C.E.W. IN SUN
SHELF/STEP AREA
I4" MIN.
SKIMMER COVER W/ './ WRAP(2)#3 DIA. AROUND
ADJUSTABLE COLLAR --/// SKIMMER, TIED TO POOL STEEL
WATER LINE
LEAF BASKET
.'+ TOPOOLPUMP
25 GPM MIN. FLOW
y;. EQUALIZER LINE
WHEN REQUIRED
SKIMMER DETAIL
IN
28'
19, 51
3+ 9.5'
SLOPE 1'
POOL SECTIOht
TYPE 'O' POOL
5'
POOL PANEL W/ 30 AMP
(100%RATED) 2-POLE BREAKER
(3) - #10 &(D #12 GROUND m.
THHN CU IN 1/2" RPVC S.P.S.T. TOGGLE
CONDUIT SWITCH
(2) LED POOL LIGHTS
(GFI NOT REQUIRED)
POOL SYSTEM FLOW RATE: 120 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC. PUMP =1.5 HP JANDY FLO PRO FHPM
DUAL SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED = 120 GPM @ 25 TDH
3" SUCTION PIPE @ 120 GPM = 5.29 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.5" BRANCH PIPE @ 60 GPM = 4.10 FT./SEC.
(6 FT./SEC. MAX. - SUCTION LINES)
2.5" PRESSURE PIPE @ 120 GPM = 8.20 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER = 120 GPM @ 1 GPM/ SQ. FT.
= 120 SQ. FT. MIN. FILTER AREA
MANUAL MOTOR STARTER SWITCH
1.5 HP REC. PUMP MOTOR w/ BUILT-IN
OVERLOAD SWITCH W/ 3 - #10 THHN
CU WITHIN 12" MIN. CONDUIT
(CONNECT TOP 20 AMP -2 POLE GFCI
BREAKER)
IME CLOCK
W. P. DISCONNECT
--12 VOLT TRANSFORMER
JUNCTION BOX
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/ #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(11}
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS.
ELECTRICAL DIAGRAM
AQUASTAR 32CDFL - 32" -
CHANNEL DRAIN (316 GPM
@ 3.9 FT/SEC THRU GRATE
SINGLE UNBLOCKABLE
OR EQUAL
FINISH PLASTER
HYDROSTATIC RELIEF VALVE
PERFORATED PVC COLLECTIO
TUBE, WHERE REQUIRED
N.T.S.
1- 2„
��HkeYD-R-OSTATIC RELIEF VALVE
PORT OR CAP OFF
3
GENERAL NOTES:
M
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 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.
x( 4 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 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 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
s�
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
1 1 FLOOR 1� ARC, OR OTHER ORGANIC SOILS BE DISCOVERED ON
-- -- EXCAVATION, THEY SHOULD BE REMOV ED IN THEIR ENTIRETY, ALL
CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE
MAIN DRAW SUCTION LINE CONTACTED TO CONDUCT AN INSPECTION.
4 ABOVETIED -GEE ER SIZE PER
TH
14. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
N ABOVE -PIPE SIZE PER
PLAN POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
_ *. (CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
MIN. Y2 YARD GRAVEL SUMP 15 POOL PLANS ARE DESIGNED TO MEE THE FBC FIFTH EDITION 2014
NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD
T ( )
316 GPM = 3.9 FEET PER SECOND CLOTH (RECOMMENDED)
RESIDENTIAL - PRIVATE SWIMMING POOLS.
16.
ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANS►/APSP 7-2006 AND FBC SIXTH
Channel Main Drain Detail '
EDITION (2017) - RESIDENTIAL CHAPTER 45.
SCALE: 3/8" = r-o"
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
PUMP FRAME OR FILTER
EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES
TANK MOUNT `' -
AND 10 FT/SEC. PRESSURE LINES.
3.
VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE
ANCHOR POOL PUMP AND �+ - "`"'
FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE
FILTER PER MFGR'S. N.O.A.
SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE
4" THICK REINFORCED
DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A
CONCRETE SLAB
SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE
2" MIN -.- "A
READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.
F.G. 4.
WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
PUMP
VERTICAL CHECK PATTERN.
5.
ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BV-PASS
FILTER
OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE. MEANS OF
e
RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION.
6.
_
ALL POOL PIPING SHALL BE L5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL
BEAR THE H.S.P. SEAL OF APPROVAL.
POOL PUMP AND FILTER 7.
THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
ANCHOR POINTS MAY VARY
WHEN EMPTY, FOR WATER TABLE LIP TO Y-0" BELOW POOL/SPA DECK
ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
POOL EQUIPMENT ANCHORING DETAIL
ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
SEE MFGR. SPECIFICATIONS FOR ANCHORING
VALVE.
INFORMATION - EQUIPMENT SHAPES MAY VARY 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.
ONO
OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER
B
A DIVING BOARD, OR PROPERLY GUARDED.
C
10.
ALL POOLISPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE
COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, CINDER A STATIC
WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15
Q
MINUTES.
h 11.
JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA
E
BUILDING CODE, PLUMBING.
12.
ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR
D
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)
15.
SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
4 O3 2 1
RECOGNIZED TESTING AGENCY.
16.
PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY.
EQUIPMENT LAYOUT
SCALE: N.T.S.
LEGEND
1. 2" VACUUM LINE
2. 3" POOL MAIN DRAIN LINE
3. 2" SKIMMER LINE
4. 2.5" POOL RETURN LINE
A. 1.5" TO WASTE OR DISCHARGE
TO GROUND
B. 1.5 HP REC. PUMP W/ APPROVED HAIR
& LINT STRAINER
C. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
D. 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)
E. VALVES (TYPICAL)
REVIEWED F0P"
CODE COMPLIAa
POOL SPECIFICATIONS ST. LUCIE COD"
BOCC
SIZE: 2114" X 28'-0" DEPTH: Y-0" TO V-0"
VOLUME: 12,300 GALLONS ELEVATION: DET. ON SITE
TURN OVER RATE: 5.7 HR. (a, 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 1.7 HR. (i� 120 GPM - HIGH SPEED)
DESIGN FLOW RATE = 12,300 CAL./6 HRS./60 MIN. = 34 G.P.M.
TILE: STANDARD
POOL FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS: POOL (3)
DECK:4" CONC. W/ 61IX6" 10/10 W.M. OR FIBER MESH
ELECTRIC: BY OTHERS
POOL LIGHT: (2) LED - NICHELESS
LADDER: NO HANDRAIL: NO
REC. PUMP: 1.5 HP JANDY FLO PRO FHPM1.5-2
A.P.S.P. PUMP CERT.: CURVE A - 29 GPM *� 1725 RPM
FILTER: JANDY CS150 CARTRIDGE
150 SQ. FT. FILTER AREA
HEATER:NO
VACUUM LINE: YES
POOL AREA: 411 S.F. PERIMETER 91 L.F.
AUTO -FILL: YES OVERFLOW: YES
CHLORINE GENERATOR: NO
POOL CONTROLLER SYSTEM: NO
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