HomeMy WebLinkAboutRevision 12-27-17UM
OFFICE USE ONLY: �/
DATE FILED: 1 2.11-
REVISION FEE: l"l5.06
PERMIT# %% //— O O /
RECEIPT # i 3;L3q,4
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION _
2300 VIRGINIA AVENUE (I a _q \e r- D
FORT PIERCE, FL 34982.6662
(772)462-1553 DEC 272V117
APPLICATION FOR BUILDING PERMIT REVISIONS PERMiT. i;.;
PROJECT INFORMATION St. Lucie County, FL
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
POOL
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C P42.1957/2 Q ST. LUCIE CO CERT. #:
BUSINESS NAME: r-AYS774[- Poo/-5 eF lllepI 44 A PE.2 /Nc
QUALIFIERS NAME: B/412p-L/ M) L L 5
ADDRESS: Y6F0 i�,, U.S 1
CITY: V G e0 BEA C /f STATE: FL. ZIP: 3 2 9 G 7
PHONE (DAYTIME): - 3067 FAX:
OWNER/BUILDER INFORMATION:
NAME: L o U s/!Y)/!?�/Z /)%C/ft-✓�
ADDRESS: 2.200 5. OC jEl4N 4/4NiF
CITY: Fob U4vOc,eDAL,E STATE: F'L ZIP 16
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
xtS
NAME: gIAM�S '90SHDUS':
ADDRESS: 15Y0 o9t/ `, opm
CITY: PomPWIVO BE%4cy STATE:
220f Z 3 9
PHONE (DAYTIME): 3 FAX:
SLCCC.• 9123109
Revised 06/30/17
I I V 1 1 .
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
EX, RESIDENCE
POOL PILING PLAN
SCALE: 1/4"=1'-0"
PLACED ON 15%
WARD FROM
�POOL SHELL -
!ES AS SHOWN
EXISTING 48" MIN. HIGH RAIL
WITH SELF LATCHING GATE
THAT SWINGS OUT
AWAY FROM POOL AREA
VERIFY EXIST. FENCE IN
COMPLIANCE W/ CHILD SAFETY
BARRIER REQUIREMENTS PER
FBC FIFTH EDITION (2014)
51
T-V
PROVIDE TILED EDGE
TO PREVEN'l'WATER
FLOW (TYP. BOTH SIDES)
25' T-6tt
--------------------------------- --
2.5" SCH 40 I I
8'
OVERFLOW AND I t
AUTO -FILL R 2
VANISHING EDGE
(2) LIGHTS
I AQUASTAR 32CDFL-32"
CHANNEL DRAIN (316 GPM @3.9
FT/SEC THRU GRATE - SINGLE
UNBLOCKABLE COMPLIANT W/
ASME/ANSI A 112.19.8 - 2014
OR EQUAL \
— 6' 10'-10118
(3) INLETS FROM (2) INLETS FROM
SUN SHELF STEPS EDGEPUMP
REC. PUMP 240 SQ. IN. MIN. \
TOP TREAD
2.5" SC14 40
T-V
r LJ" J1. t14
_T—
STUB -OUT FOR J
POOL CLEANER
L' 2" SCH 40 I— -
---------------- CSC—�40--=—=-=�
PERIMETER BONDING 2.5" SCH 40
WIRE @ 18"MIN. - 24" MAX.
FROM W.L. (SEE DETAIL)
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
NOTE:
PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER CODE
m
3" SC" 40 5
FLUSH SPA
18" BENCH - 20" BELOW W.L.
18" X 18" CORNER STEP
(6) THERAPY.IETS
AQUASTAR 32CDFL - 32" CHANNEL DRAIN
(316 GPM @ 3.9 FT/SEC THRU GRATE -
SINGLE UNBLOCKABLE OR EQUAL
(1) SPA LIGHT
WATER LEVEL SPILLWAY
EX. RESIDENCE
POOL LAYOUT & PIPING PLAN
SCALE: 1/4"=V-0"
POOL EQUIPMENT UNDER DECK
POOL/SPA
EQUIP.
SEE. SITE PLAN
REINFORCED OR PRODUCT APPROVED
CONCRETE SLAB(S)
(FIELD VERIFY SIZE & LOCATION)
D r PROPOSED WOI".
A>: CORRECTIONS
I E 7 f I JSf>£ti70 =THAT
Rita' ' So ORPEA ;.7
PUCABL£ CODES,
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Gh t i 1.
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DEC 2 7 2017
PERnAiT TiNG
St. Lucie County, FL
DRA,I. Bl
MAP
DECKED B\1
VV I C
iTA"TL:
9-17
DECK - BY OTHERS
20.5' N.A.V.D.
#4 DIA. REBAR @
12" O.C. HORZ.
AND 6" O.C. VERT.
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.) Q 1
-PILE REINFORCING (NOT SHOWN) O
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. HORZ.'
AND 6" O.C. VERT.
16.0' N.A.V.D.
PILE EXTENSION
81 SEE DETAIL
14" DIA. AUGER CAST PILE
(8 REQUIRED)
15 TON DESIGN CAPACITY
30 TON ULTIMATE CAPACITY
611 11
4'-811 11' -
I8" STEP BEYOND
6"
r - - 18" #4 DIA. REB
12 @ 6" O.C.E.
_ TOP AND BOTTO
PILE EXTENSION
SEE DETAIL
6'
14" DIA. AUGER CAST PILE
(8 REQUIRED)
15 TON DESIGN CAPACITY
30 TON ULTIMATE CAPACITY
2' #4 DIA. REBAR
12" O.C. HORZ.
AND 6" O.C. VERT.
1' 1
in
z 1811
Ts 2" —
1211
. W.L. IN PIT -PUMP OFF
3'
W.L. IN PIT -PUMP ON
301, (ESTIMATED MIN. DRAW DOWN -
1 TILE BELOW MIN. DRAW DOWN)
N.A.V.D.
— APPLY BASECRETE WATER PROOFING
ON VANISHING EDGE WALL - PER
I MANUFACTURES SPECIFICATIONS
EXTEND Y ONTO POOL FLOOR
— AND ADJOINING WALLS
L_J
I I RECESS PILING 3"
INTO BOTTOM OF
- POOL FLOOR
(TYP.)
POOL/SPA/ AND VANISHING EDG
SCALE: 3/8" = 1'-0"
25'
20'
#4 DIA. REBAR
3, @ 6" O.C.E.W.
TOP AND BOTTOM MATS
POOL SECTION
TYPE 'O' POOL
SCALE: 3/8" = 1'-0"
EXISTING PILE,GRADE
BEAM AND WALL
(BY OTHERS)
SECTION
5' —�
6"
20.5' N.A.V.D.
#4 DIA. REBAR @
12" O.C. HORZ.
AND 6" O.C. VERT.
RECESS PILING 3"
INTO BOTTOM OF
POOLFLOOR
(TYP.)
8.0' N.A.V.D.
6'
J
s
211
1p' 1: 81-01►
t1
O If 11 MAX.
#3 DIA. HOOPS �/ I
@ 161, O.C.
1
MIN.
211_ 2"
h
N
DECK — BY OTHERS W
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A
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W
O
W
�, 18" X 18" SQUARE 1:4
W/ 5000 P.S.I. CONC.
(4) #5 DIA. REBAR
TIED INTO EXIST.
PILING STEEL W/ 36" LAP
EXISTING
PILING PILE EXTENSION DETAIL
14/1 1/211=11_Ott
DECK - BY
OTHERS
611
4'
SUN SHELF SECTION
SCALE: 1/2" - 1'-0"
#4 DIA. REBAR
@ 6" O.C.E.W.
10.511
gr►
#4 DIA. REBAR
@ 6" O.C.E.W.
TOP AND BOTTOM MAI
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DECK- BY OTHERS
BULLNOS)
BRICK CO) ING� SLOPE DECK a; ( y" PER. FOOT
4" -- �,j
r
MARCITE
i
OR EQUAL -�--- �\
444 REINFORCING STEEL
SEE SHEET2
R �.1HUS
V._:O EN
TN ;IICAL WALL SECTION
18" MIN: 24" MAX.
(ENTIRE PERIMETER)
W.L.
#8 SOLID BARE COPPER BOND
WIRE W/ APPR CLAMPS
(ONE ON EACH SIDE OF
POOL-4TOTAL)
6" THICK CONCRETE SLAB(BY OTHERS)
W/ (1) 98 BARE SOLID COPPER WIRE
(IN SLAB) BONDED TO POOL
STEEL AS SHOWN
EOUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION OF
N.E.C. 2011 SEC. 680.26
1411
O�
�w
m � PIPE REDUCED TO 1"
n w AND RUN TO DECK
3 / BOX
2" SCH 40 PVC CORD
LED LIGHT SLEEVE
SP 10-22 WALL
FITTING - OR EQUAL
INSTALLED INSIDE PIPE
LED LIGHT DETAIL
10.-5'
10.5'
10.5'
10.5'
POOL/SPA SPECIFICATIONS
W ATLR LINE
�o
VACUUM FITTING W/
SELF -CLOSING SAFETY COVER
(HAYWARD MODEL #400
OR EQUAL)
VACUUM LINE DETAIL
(WHEN
APPLICABLE)
1)" 19„ 1)"
STEP SECTION
SIZE: 16'4" X 25' DEPTH: Y-0" TO 4'-11"
VOLUME: 12,257 GALLONS ELEVATION DET.ONSITE
TURN OVER RATE: 5.67 HR. n 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 1.54 HR. * 132 GPM - HIGH SPEED)
DESIGN FLOW RATE = 12,257 GAL./6 HRS./60 MIN. = 34 G.P.M.
TILE: STANDARD THERAPY JETS: (6) IN SPA
POOL FINISH: MARCITE OR EQUAL
PIPING: SCH. 40
INLETS POOL (3 REC.)(2 EDGE) SPA (THRU JETS)
DECK: PAVERS ELECTRIC: BY OTHERS
POOL LIGHT: (2) LED SPA: LED
LADDER: NO HANDRAIL: NO
EDGE PUMP: .75 HP JANDY FLO PRO FHPM
REC. PUMP: 2.7 HP JANDY E-PUMP JEP 2.0
A.P.S.P. PUMP CERT.: CURVE A - 34 GPM n 1725 RPM
FILTER: JANDY CS206
CARTRIDGE - 200 SQ. FT. FILTER AREA
HEATER: JANDY 400,000 BTU GAS HEATER
VACUUM LINE: YES
POOL AREA: 365 S.F. PERIMETER 82 L.F.
SPA AREA: 35 S.F. PERIMETER 24 L.F.
PIT AREA: 50 S.F. PERIMETER 54 L.P.
AUTO -FILL: YES OVERFLOW: YES-
JANDY AQUALINK W/ SPA SIDE REMOTE
n
3/4 HP JANDY FLRO PRO PUMP MOTOR
HEATER (GAS) - IGNAITION SWITCH w/ BUILT-IN OVERLOAD SWITCH W/ 3 -
3 - #12 THHN CU WITHIN 1/2" CONDUIT #12 TWIN CU WITHIN 1/2" MIN.
CONDUIT (GFCI PROTECTED)
POOL PANEL W/ 80 AMP BRKR & MANUAL MOTOR STARTER SWITCH
(2) - 94 & (2) 410 CND 2.7 HP JANDY E-PUMP MOTOR w/ BUILT-IN
THHN CU IN OVERLOAD SWITCH W/ 3 - #10 THHN CU
1 1/4" RPVC CONDUIT WITHIN %" MIN. CONDUIT
(GFCI PROTECTED)
1ME CLOCK
S.P.S.T. TOGGLE W. P. DISCONNECT
SWITCH
(2) POOL LIGHTS 12 VOLT TRANSFORMER
( GFI NOT REQUIRED) JUNCTION BOX
(1) SPA LIGHT
(GFI NOT REQUIRED)
1. ALL ELECTRICAL TO COMPLY WITH 2O11 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(B).
ELECTRICAL DIAGRAM
N.T.S.
AQUASTAR 32CDFL - 32"
CHANNEL DRAIN (316 GPM
@ 3.9 FT/SEC THRU GRATE -
SINGLE UNBLOCKABLE OR
EQUAL _ 3114"
FINISH PLASTER --._
3 3/32"
HYDROSTATIC RELIEF VALVE
PORT OR CAP OFF
hT911101
MAIN DRAIN SUCTION LINE
HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN
PERFORATED PVC COLLECTION ABOVE - PIPE SIZE PER
TUBE, WHERE REQUIRED PLAN
MIN. Y2 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
EQUIPMENT LAYOUT
SCALE: N.T.S.
SCALE: 3/8" = V-0"
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
/ANCHOR POOL PUMP AND
/FILTER PER MFGR'S. N.O.A.
4" THICK REINFORCED CONCRETE SLAB
MIN.
E.G.
".rnnn
F
FILTER
POOL PUMP, FILTER v
AND HEATER ANCHOR
POINTS MAY VARY
POOL EQUIPMENT ANCHORING DETAIL
SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING
INFORMATION- EQUIPMENT SHAPES MAY VARY
LEGEND
1. 2" RETURN TO POOL
2. 2.5" PIT MAIN DRAIN LINE
3.3" SPA MAIN DRAIN LINE
4. 2" VACUUM LINE
5. 3" POOL MAIN DRAIN LINE
6. 2" SKIMMER LINE
7. 3" POOL RETURN LINE
8. 3" RETURN TO SPA JETS
A. 3/4 HP JANDY FLO PRO PUMP EDGE PUMP
W/ APPR HAIR & LINT STRAINER
B. 2.7 HP JANDY E-PUMP JET 2.0 REC. PUMP
W/ APPR HAIR & LINT STRAINER
C. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
D. 1.5" TO WASTE OR DISCHARGE
TO GROUND
E. JANDY 400,000 BTU GAS HEATER W/
INTERNAL BY-PASS
F. 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.
11. 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:
L 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 Y-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 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.
10. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA
BUILDING CODE, PLUMBING.
11. 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 AREA
EDGE PUMP = 3/4 HP JANDY FLO PRO FHPM
DUAL SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED = 80 GPM @ 15 TDH
2.5" SUCTION PIPE @ 80 GPM = 5.47 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2" PRESSURE PIPE @ 80 GPM = 7.80 FT./SEC.
(10 FT./SEC. MAX,. - PRESSURE LINES)
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DATE:
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