HomeMy WebLinkAboutPool Layout & Piping PlanPOOL 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
EX, RESIDENCE
POOL PILING PLAN
SCALE: 1/4"=1'-0"
PILE TO BE PLACED ON 15
ANGLE OUTWARD FROM
BOTTOM OF POOL SHELL -
TYP. 2 PLACES AS SHOWN
EXISTING 48" MIN. HIGH RAIL
WITH SELF LATCHING GATE
WHAT SWINGS OUT
AWAY FROM POOL AREA
VERIFY EXIST. FENCE IN
COMPLIANCE W/ CHILD SAFETY
BARRIER REQUIREMENTS PER
FBC FIFTH EDITION (2014)
NOV 0 0 2017
Permi':tinq Department
St. Lucie County, FL
71-611 t 25- 7'-6►►
----------------------- - - - - -
i 2.5" SCH 40 r-- 3_SCH 0 _._ I I ----4
NOTE:
PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER CODE
EX. RESIDENCE
POOL LAYOUT & PIPING PLAN
SCALE: 1/4"=1'-0"
POOL EQUIPMENT UNDER DECK
POOL/SPA
EQUIP.
SEE SITE PLAN
REINFORCED OR PRODUCT APPROVED
CONCRETE SLAB(S)
(FIELD VERIFY SIZE & LOCATION)
S;. LtiCT rnl� aITI n, nn Tc,
RTFVIEl3 ED FOR COMPLIANCE
DATE 'I --
PL.'NS AND PERMIT MUST BE KEP"f 0
Oil NO INSPECTION WILL BE MADE.
THESE PLANS AND ALL PROPOSED Wl
APE E,UBJLCT TO ANY CORRECTIONS
RtoUIPEO By FIELD INSPECTORS THI
MAY RE NECESSARY IN ORDER TO
toMPLY WITH ALL APPLICABLE CODI
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DRAWN BY:
MAP
CHECKED BY:
WJC
DATE:
7-18-17
SCALE:
AS NOTED
JOB NUMBER:
17 - 287
SHEET
OF 3
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7
f—
DECK - BY OTHERS X
20.5' N.A.V.D.
#4 DIA. REBAR @
12" O.C.E.W.
PILING STEEL TO BE BENT
INTO POOL FLOOR AND TIED TO \�
TOP MAT OF STEEL
16.0' N.A.V.D.
PILING NOTES:
-RECESS PILING 3" INTO
BOTTOM OF POOL FLOOR
(TYP.) 81
-PILE REINFORCING (NOT SHOWN)
IS TO BE SPECIFIED BY
PILING ENGINEER
- PILING STEEL TO BE BENT
INTO POOL FLOOR AND TIED TO
TOP MAT OF STEEL
DECK - BY OTHERS
#4 DIA. REBAR @
12" O.C.E.W. -
16.0'
PILE EXTENSION
8 1 SEE DETAIL
14" DIA. AUGER CAST PILE
(8 REQUIRED)
15 TON DESIGN CAPACITY
30 TON ULTIMATE CAPACITY
6" rr 8"
4'-8"7 2'
lg STEP BEYOND
1"
Ti
6"
I 12" 10" 1,. #4 DIA. REBAR /
#4 DIA. REBAR @
12" O.C.E.W.
BOTTOM MAT
1s"
@ 6" O.C.E.W.
TOP MAT
PILE EXTENSION I /
SEE DETAIL
1
#4 DIA. REBAR @
12" O.C.E.W.
BOTTOM MAT
14" DIA. AUGER CAST PILE
(8 REQUIRED)
15 TON DESIGN CAPACITY
30 TON ULTIMATE CAPACITY
F.3m
#4 DIA. REBAR @ 6"
O.C.E.W.
IN VANISHING EDGE
WALL AND PIT
RECESS PILING 3"
INTO BOTTOM OF
POOLFLOOR
(TYP.)
POOL/SPA/ AND VANISHING EDGE SECTION
94 DIA. REBAR
#4 DIA. REBAR @
12" O.C.E.W.
BOTTOM MAT
SCALE: 3/8" = V-0"
25'
20'
10'
SLOPE 1'
POOL SECTION
TYPE 'O' POOL
SCALE: 3/8" = V-0"
5'
4'-111,
6"
20.5' N.A.V.D.
'
RECESS PILING 3" 6
INTO BOTTOM OF
POOLFLOOR
(TYP.)
8.0' N.A.V.D.
' 1 / t
18" 8t -0
#3 DIA. HOOPS
@ 16" O.C.
IN.
M
Ztt 2t�
DECK - BY OTHERS
18" X 18" SQUARE
W/ 5000 P.S.I. CONC.
(4) #5 DIA. REBAR
TIED INTO EXIST.
PILING STEEL W/ 36" LAP
EXISTING ^
PILING ' �J PILE EXTENSION DETAIL
14" 1/2" = i' — 0"
DECK -BY
OTHERS'
6"
4'
#4 ]DIA. REBAR @
12" O.C.E.W.
BOTTOM MAT
SUN SHELF SECTION
SCALE:1/2" 1'-0"
#4 DIA. REBAR
@ 6" O.C.E.W.
10.5"
#4 DIA. REBAR
@ 6" O.C.E.W.
i TOP MAT
DRAWN BY:
MAP
CHECKED BY:
WJC
DATE:
4-18-17
SCALE:
a AS NOTED
JOB NUMBER:
17 - 287
SHEET
Aft
2 OF 3
18" MIN: 24" MAX. 11
DECK -BY OTHERS (ENTIRE PERIMETER)
- 14 HEATER (GAS) - IGNAITIONSWITCH
WATER LINE 3 - 812 THHN CU WITHIN 1/2" CONDUIT
BULLNOSE 3
BRICK COPING @ , S �' POOL PANEL W/ 80 ADSY BRKR & MANUAL MOTOR STARTER SWITCH
SLOPE DECK / PER. FOOT w
PIPE REDUCED TO 1" 2.7 HP JANDY E-PUMP MOTOR w/ BUILT-IN
4 z w AND RUN TO DECK T - N & (2) #10 GND
j #8 SOLID BARE COPPER BOND 6 3 - OVERLOAD SWITCH W/ 3 - #10 THHN CU
�. < sox THHN CU IN
WIRE w/ APPR. CLAnIPS 1 1/4" RPVC CONDUIT WITHIN Y," MIN. CONDUIT
(ONE ON LEACH SIDE OF `o (G E PROTECTED)
POOL-4TOTAL)
c 1 VACUUM FITTING W/ W P CLOCK IONNECT
y F�5 2" SCH 40 PVC CORD SELF -CLOSING SAFETY COVER S.P.S.T. To
S + LED LIGHT SLEEVE SWITCH
6" THICK CONCRETE SLAB(BY OTHERS) (HAYWARD MODEL #400L 12 VOLT TRANSFORMER
6" W/ (1) #8 BARE SOLID COPPER IVIRE SP 10-22 WALL OR EQUAL) (2) POOL LIGHTS
41
(IN SLAB) BONDED TO POOL FITTING - ORE UAL GFI NOT REQUIRED)
y' STEEL AS SHOWN Q ( Q ) JUNCTION BOX
MARCITE INSTALLED INSIDE PIPE VACUUM LINE DETAIL
OR EQUAL (1) SPA LIGHT
REINFORCING STEEL EQUIPOTENTIAL BONDING DETAIL (WHEN APPLICABLE)( GFI NOT REQUIRED)
(SEE SHEET 2) PER FLORIDA BUILDING CODE ADAPTATION OF
12'T ' ",I N.E.C.2011 SEC.680.26 LED LIGHT DETAIL
I. ALL ELECTRICAL 1'O COMPLY WITH 2O11 NATIONAL ELECTRIC CODE.
RADIIUS ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
VARIES AT POINT OF CONNECTION.
TYPICAL WALL SECTION 2. 3-412 THHN CU WITHIN 1/2" MIN. CONDUIT FOR POOL LID.
ID, BAR
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(B).
12" . 12". 12"
10.5"
10.5"
1
10.5"
10.5"�
-'1_' Tom. • T
STEP SECTION
POOL/SPA SPECIFICATIONS
SIZE: 13'-8" X 25' DEPTH: Y-0" TO 4'-11"
VOLUME: 10,066 GALLONS ELEVATION DET. ON SITE
TURN OVER RATE: 4.66 HR. (a), 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 1.27 HR. (a, 132 GPM - HIGH SPEED)
DESIGN FLOW RATE = 10,066 GAL./6 HRS./60 MIN. = 28 G.P.M.
TILE: STANDARD THERAPY JETS: (6) IN SPA
POOL FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS POOL 3 SPA (THRU JETS)
DECK: PAVERS ELECTRIC: BY OTHERS
POOL LIGHT: (2) LED SPA: LED
LADDER: NO HANDRAIL: NO
REC. PUMP: 2.7 HP JANDY E-PUMP JEP 2.0
A.P.S.P. PUMP CERT.: CURVE A - 34 GPM (a-,) 1725 RPM
FILTER: JANDY CS200
CARTRIDGE - 200 SQ. FT. FILTER AREA
HEATER: JANDY 400,000 BTU GAS HEATER
VACUUM LINE: YES
POOL AREA: 298 S.F. PERIMETER 77 L.F.
SPA AREA: 35 S.F. PERIMETER 24 L.F.
PIT AREA: 50 S.F. PERIMETER 54 L.F.
AUTO -FILL: YES OVERFLOW: YES
JANDY AQUALINK W/ SPA SIDE REMOTL
ELECTRICAL DIAGRAM
N.T.S.
AQUASTAR 32CDFL - 32" -�c
CHANNEL DRAIN (316 GPM
@ 3.9 FT/SEC THRU GRATE -
SINGLE UNBLOCKABLE OR
EQUAL 3
FINISH PLASTER ' -�
HYDROSTATIC RELIEF VALVE &
PERFORATED PVC COLLECTION
TUBE, WHERE REQUIRED
32" - � r 3 3/32"
HYDROSTATIC RELIEF VALVE
PORT OR CAP OFF
FLOOR
MAIN DRAIN SUCTION LINE
TIED TOGETHER AS SHOWN
ABOVE - PIPE SIZE PER
PLAN
MIN. %2 YARD GRAVEL SUMP
NOTE: 25.9 SQUARE INCII OPEN AREA, WRAPPED W/ DRAIN FEILD
316 GPM = 3.9 FEET PER SECOND CLOTH (RECOMMENDED)
Channel Main Drain Detail
SCALE: 3/8" = F-0"
n
EQUIPMENT LAYOUT
SCALE: N.T.S.
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
/ANCHORPOOLPUMPAND
/FILTER PER MFGR'S. N.O.A.
4" THICK REINFORCED CONCRETE SLAB
-71�2MIN.
F.G. urmnn _
FILTER
POOL PUMP, FILTER "
AND HEATER ANCHOR
POINTS MAY VARY
HEATER
POOL EQUIPMENT ANCHORING DETAIL
SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING
INFORMATION - EQUIPMENT SHAPES MAY VARY
LEGEND
1. 3" SPA MAIN DRAIN LINE
2.2" VACUUM LINE
3. 3" POOL MAIN DRAIN LINE
4.2" SKIMMER LINE
5. 3" POOL RETURN LINE
6.3" RETURN TO SPA JETS
A. 2.7 HP JANDY E-PUMP JEP 2.0 REC. PUMP
W/ APPR HAIR & LINT STRAINER
B. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
C. 1.5" TO WASTE OR DISCHARGE
TO GROUND
D. JANDY 400,000 BTU GAS HEATER W/
INTERNAL BY-PASS
E. 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, 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 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 FIFTH EDITION (2014) - RESIDENTIAL, SECTION R4101-PRIVATE
SWIMMING POOL AND LOCAL AMENDMENTS, IF ANY.
il. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC FIFTH
EDITION (2014) - RESIDENTIAL CHAPTER 45 - PRIVATE SWIMMING POOL.
12. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
(CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
13. POOL PLANS ARE DESIGNED TO MEET THE FBC FIFTH EDITION (2014) -
RESIDENTIAL - PRIVATE SWIMMING POOLS.
14. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC FIFTH
EDITION (2014) - 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
FIFTH EDITION (2014), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING
POOLS.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.
2. 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.
3. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
VERTICAL CHECK PATTERN.
4. 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.
5. ALL POOL PIPING SHALL BE: 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL
BEAR THE H.S.P. SEAL OF APPROVAL.
6. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
WHEN EMPTY, FOR WATER TABLE UP TO X-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.
7. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS
.SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL.
8. 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.
9. ALL POOL/SPA PIPING SHA"LL 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.
10. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA
BUILDING CODE, PLUMBING.
14. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR
UNION CONNECTION ADJACENT TO THE HEATER.
12. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC FIFTH EDITION (2014)
605.21.
13. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS.
(SEPARATE PLANS AND PERMIT REQUIRED)
14. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
RECOGNIZED TESTING AGENCY.
15. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY.
POOL SYSTEM FLOW RATE: 150 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC./ THERAPY PUMP = 2.7 HP JANDY E-PUMP JEP2.0
VARIABLE SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED = 150 GPM @ 40 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. - PRESSURE LINES)
3" PRESSURE PIPE @ 150 GPM = 6.63 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER - 28 GPM @ 0.375 GPM/ SQ. FT.
= 74 SQ. FT. FILTER A}REA
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DRAWN BY
MAP
CHECKED BY:
i
WJC
DATE:
4-18-17
SCALE:
AS NOTED
JOB NUMBER:
17 - 287
SHEET
3 OF 3