HomeMy WebLinkAboutAPPROVED, sheet 4 of 4 changesXISTING G.F.I.
�(NOTEBELOW) "J"BpX 4' MIN.
MAIN u DECK DETAIL
PANEL -- [� 3 #12 IN 1/2"
CONDUIT PAVER
CEMENT
DECK 8"
EDGE
001 0 3- #3 CONT.
IIIIIIImIA—
GFI IN 8" X 8" BEAM
CONTROLLER i CO
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#8 AWG SOLID
COPPER BONDINGCOAT BOND CONNECTION
JUMPERW/APPROVED POTTING
'------- ' = LIGHT CORDCOMPOUND
(IN CONDUIT)
' 12v TRANSFORMER =--------------------------CHLORINATOR -----------' GFI PUMP 12V UNDERWATER
BREAKERS UL APPROVED LIGHT
3 #12 IN 1/2"
/
CONDUIT 6" WALLS W/ #3 STEEL
#8 AWG INSULATED 44@ 12" O/C HORIZONTAL
COPPER & VERTICAL
WIRE EPDXY
COATED
220V
POOL PUMP
O/C BOTH WAYS STEEL @ 12"
PUMP
COMPLIES WITH
PLASTER
MOTOR
FINISH
403.9 FBC & NEC
►�
1.65 HP
VARIABLE
430.32
SPEED JANDY
8A
POOL STEEL OVERLAP @ 48 TIMES DIAMETER
ALL ELECTRICAL PER 2017 N.E.C.
ALL EQUIPMENT TO ALL METALLIC ITEMS WITHIN 5'-0" OF WATERS EDGE OF POOL TO BE BONDED
BE INSTALLED PER WITH #8 SOLID INSULATED WIRE (UL listed) FROM POOL STEEL. ALL GROUND
MANUFACTURER WIRES CONNECTED
TO STEEL WITH BRASS GROUND LUGS...... G.F.I. OUTLET 10'
ANTI -
ENTRAPMENT
AQUASTAR z
VGB I ,,
APPROVED Z
MAIN DRAIN Z
32CDFL101 <
32"
'-EGEND:
OR
RETURN LINE
ELEVATION
2-WAY VALVE
3-WAY VALVE
CHECK VALVE
BUTTERFLY VAL
SKIMMER
VALVE ACTUAT(
NTS
NOT TO SCALE
lee
• - A� •
TRANSFORMER
"T' BOX 12" MIN. ABOVE
WATE LINE 5 IN.
28'-3"
4' MIN.
30" 12" 12"
� III
MAXIMUM FLOOR SLOPE
0
cY) 1 ft. IN 7 ft
N VGB APPROVED MAIN DRAIN GRATE p
SECURED IN PLACE SO TOOLS -1
ARE REQUIRED FOR REMOVAL Lo
HYDROSTATIC VALVE WITH WELLPOINT
POOL SECTION
Scale: nts
GRAVEL SUMP
AQUASTAR MAIN
DRAIN 32CDFL101 -
316 GPM @ 3.9 FPS
FLOOR
INSTALLATION
'------------------`------------------= BOND GRID
PER 2017 NEC (680.26C "EQUIPOTENTIAL BONDING GRID"):
#8 AWG BARE SOLID COPPER BONDING JUMPER SHALL BE
INSTALLED IN AT LEAST FOUR (4) LOCATIONS AROUND
PERIMETER OF THE POOL OR SPA AND CONNECT POOL STEEL
TO DECK STEEL OR BOND GRID WITH APPROVED LUGS.
ANSI/APSP-7
SET SKIMMER
jjo�- PLUMB & LEVEL
�I,I,I'I'I'I'...
® COPING
CONCRETE
COVER
#3 BARS TYP.
SKIMMER
CONCRETEPOOLBEAM
COVER
SKIMMER PLAN
VIEW,41';�
1. TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO
RUN THE POOL FILTRATION PUMP ONLY DURING PEAK HOURS
2. POOL FILTRATION PIPING MUST BE SIZED SO THAT THE VELOCITY
DOES NOT EXCEED 8FPS IN THE RETURN LINE AND 6FPS IN THE
SUCTION LINE.
3. FILTER AREA BASED ON 6 HOUR TURN OVER FLOW RATE
4. FILTER PUMPS - A MIN. OF 4 PIPE DIAMETERS SHALL BE INSTALLED
BEFORE PUMP.
5. INLET FITTINGS SHALL BE DIRECTIONAL.
6. PROVIDE A MIN. 18" OF HORIZONTAL OR VERTICAL PIPE BETWEEN
FILTER AND HEATER OR DEDICATED SUCTION AND RETURN LINES
SHALL BE INSTAL TO ALLOW FOR FUTURE ADDITION OF SOLAR
HEATING EQUI
3" L. 1/4" TAP CON BOLTS
@4 CORNERS
4" THICK CONCRETE SLAB —
EQUIPMENT
ANCHORAGE DETAIL
w PUMP
i—
J
LL n
LINE TYPE
IZE
FLOW (GPM)
IFPS
MAIN DRAIN LINE POOL
1 2-1/2"
1 80
1 5.23
RETURN LINE
1 2"
1 80
1 8.17
LINE TYPE
IZE
IFLOW (GPM)
IFPS
MAIN DRAIN LINE POOL
2-1/2"
1 26.7
1.75
RETURN LINE
2"
1 26.7
2.73
PUMP
JANDY VS 1.65 H.P.
URVE A @1725
36 GPrV
GALLONS
11,50
URN OVER
7.17 HOUR
FILTER RATE MAX.
.375 GAL PER S.F.
POOL SPECIFICATIONS
LENGTH
WIDTH
MIN. DEPTH
MAX. DEPTH
AREA
PERIMETER
GALLONS
INLETS
LIGHT(S)
PUMP
FILTER
MAIN DRAINS
SKIMMER
POOLDESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954) 941-1124
info@swimmingpoolplan.com
CERTIFICATE OF AUTHORIZATION N.
9871
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454.2.6.E /R4101.6.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2020 7th EDITION F.B.C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSI/NSPI3, ANSI/NSPI5,
ANSI/APSP 7,ANSI/APSP/ICC 15
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND AND
ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSF.
THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS. SOIL
CONDITIONS IN THIS AREA HAVE BEEN BY PAST EXPERIENCE
CAPABLE OF SUPPORTING A POOL AND DECK OF SIMILAR SIZE
AND DEPTH. IF CONDITIONS DIFFER FROM CONDITIONS
SPECIFIED ABOVE, THIS ENGINEER SHALL BE NOTIFIED PRIOR TO
FURTHER CONSTRUCTION OF THIS PROJECT.
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318-11. CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
FOR PNEUMATICALLY PLACED CONCRETE (GUNITE/SHOTCRETE)
5) REINFORCING STEEL SHALL BE ASTM DESIGNATION A615 GRADE
60 WITH A MINIMUM YIELD STRESS OF 60 KSI. REINFORCING BARS
SHALL BE NEW DEFORMED BARS OF BILLET STEEL FREE FROM
OIL, SCALE OR RUST. ALL SPLICES, LAPS AND PLACEMENT SHALL
CONFORM TO ACI 318-89.
6) PIPING: ALL POOL PIPING SHALL BEAR THE N.S.F.-PW SEAL OF
APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN. POOL PIPING
TO COMPLY WITH F.B.0 . POOL EQUIPMENT TO APPLY TO F.B.C.
7) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT
THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER
SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL
REQUIREMENTS iN F.B.C.
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2017
NEC SECTION 680.26(C)
Bradley Akers
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Date: 2021.04.09
28 ft. 3 in. 14:18:42-04100'
18 ft. 0 In. B. M. AKERS
3 ft. 0 in. P.E. 68449
5 ft. 0 in. DETAILS
385 S.f TITLE
83 ft ORTON RESIDENCE
11,500 DESCRIPTION
WALL 1-1/2" DIRECTIONAL INLETS 2421 TAMARIND DRIVE
(1) LED 12V - PENTAIR FT. PIERCE, FL. 34949
(1) 1.65 JANDY VARIABLE SPEED
CARTRIDGE CS 200 - JANDY DATE
AQUASTAR 32CDFL101 4/9/2021
1 PAGE 4 OF 4
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