BCP2011-06392 (2)S0() 0044W
10' WALL &/OR FENCE -?
EASEMENT (PRIVATE)
4
o N
. c0
DRAINAGE /DETEN'T'ION
EASEMENT (PRIVATE)
NOT INCLUDED PER
O.R. BOOK 16716
PAGES 1390-1395
vo.. 0. 1 01 10
ti It" gr-
wi,= . M-1103235 E 80X1
FLOOD Z(= 11V PER
FEMA LETTER OF MAP
REVISION, CASE #
10-04-7358A DATED
FEB. 18,2010 -
- 7 -
SEARING BASIS: COMMON
PROPERTY LINE OF LOTS
71 & 8. BEING S 890 59"1,f E .
?1.5
F
m
tj
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' 14 ft. 2 NS
. in.
PLAT BOUNDARY
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to
5' CHAIN LINK FENCE
e,P) #Ll1L
15' FENCE & MAINTENANCE
?--- EASEMENT' ( PRIVATE )
'5
?-_> TTY OF CLEARWATER
NGINEERING DEPARTMENT
OFFSITE DISCHARGE OF
PRODUCED GROUNDWATER
4 FROM DEWATERING SHALL
COMPLY.)NITVDEP, FAC 62-621(2)
BENCHMARK: NORTH RIM OF
f t rx•? `' SANITARY MANHOLE AT
VARSITY DRIVE R. OBERLIN
CERTIFIED TO: I? Ito
1% ONE STORY
'
DRIVE. ELEVATION = 30.57'.
M/I HOMES OF TAMPA, LLC. r
°
MASONRY HOUSE r
N:?.V.D. 29..
M/I FINANCIAL 0DRPORATION # 925
M/I TITLE AGENCY, LTD., L.C. +
LOWEST FLOOR ELEV=29.55
STEWART TITLE GUARANTY COMPANY CRY OF CLEARWATE
"' Y E D
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N T.s ,"• ENGINEERING DEPARTMEN•
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Cl LEARWATER Ok A
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5 I+
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Damage Shall be Repaired prior 1d
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WALK
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STORM STRUCTURE # 2 iDL)'P? 2'QO `
I
70..71'cp3 EARLHAJ DRIVE 50'.-ROW (pt.?6JrC) ASPHALT .
?Zsrz
-VARSITY ESTATES,. ACCORDING TO THE MAP OR PLAT THEREOF,-.AS RECORDED IN
DESCRIPTION: LOT 8
,
PLAT BOOK 136, PAGES 45, & 46,- PUBLIC RECORDS OF PINELLAS COUN TY, FLORIDA. LESS THAT PORTION
OUGH 1395
OF SAID LOT E, VARSITY ESTATES ,
AS DESCRIBED IN O.R. BOOK 16716, PAGES 1390 THR
PUBLIC RECORDS OF PINELLAS COUN TY, FLORIDA.
9 16 PINFJLAS
SECTiDN 7 , TOWNSHIP 2 S, RA NGE E, COUNTY, FLORIDA
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VE-OS FIR FOUND IRON ROD M•O.k. MORE OR LESS ?
C) CALCULATED MINUTES-
'
TEl- FIP
1 FCM POUND IRON PIPE
FOUND ?ONCRETE MONUMENT N.G.V.D.
NITS NAT'LGEODETIC VERTICAL12ATUM (M)
NOT TO SCALE N&D MEASURED
NAIL AND DISK
F SECONDS
P PROPOSED
N NORTH
• SURVEYED 1 PRM PERMA NT REFERENCE MONUMENT ((R) RADIAL
RE SO. FT.
ELEV EET
SOUARE
ELEVATION S SOUT14
2-10-10 PCP
DEEPT. PERMANENTCQNTROL-POINT
DEPARTMENT
FOUN CL
R O:W. ,;,,-,•
CENTER-LI
PROPERTY S
RIGHT-OF-WAY .
FIT
FENCE TIE
W WEST'
RLV1510P1:
REOORD SURVEY (FOUNDATION)
3-2-10
BOUNDARY
SURVEY (FINAL)
4_29_10
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CITY OF CLEF'.,K `,1ATLR
PLANN17 DEPT.
BY /499-
DATE ?[? t / /
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7.5' to fence and maintenance easement
40 ft.
17ft.6in. 7.5 to pi
O
M
JUN 21201
1-31
Size: SEE SKETCH SQ.FT. 412 PER: 84
CAPACITY: 13,100 GALLONS DEPTHS:3'to5'6"
BRICK COPING: YES MATT TILE: TBD
DECK ELEVATION: TBD
DECKING: PAVERS SQ.FT.1,235 COLOR: TBD,
TOP EXISTING; YES SQ.FT. 237
RAISED DECKING: YES TILED RISER: YES FOOTER: YES
THICKENED FOOTER: NO
POOL FINISH: PEBBLE TEC SWIMOUT: YES
CHLORINATOR: YES AQUA PURE SALT SYSTEM
HAND RAIL: NO GRAB RAIL: NO
THERAPY JETS: NO POOL CLEANER: PLUMB LINE
SKIMMER: YES MAINDRAIN: YES RETURNS: 4
FILTER: CART 150 PUMP:1.5HP
LIGHT: YES LED WATTS: 100
ELECTRICAL HOOKUP: YES TIMECLOCK: YES
HEATER: (GAS HOOK UP BY OWNER)
STANDARD CLEANING EQUIPMENT INCLUDED: YES
SPA TYPE: NA SIZE: JETS:
SPA LIGHT: RAISED BEAM:
SPA BEAM WIDTH:
HEATER: NO
SCREEN: YES COLOR: TBD ELITE ROOF: YES
SHUTTLE DIG: YES FILL DISPOSAL: HAUL AWAY
SMALL EQUIPMENT DIG: YES
SAFETY FENCE: YES 51 LF.
NOTES: (2) 2' SHEER DESCENTS AND 2 LION HEADS,
6 DECK JETS-LOCATION TBD AFTER SHELL IS IN.
?; 727-474-2142
..;
NAME: ANHTUAN DANG
ADDRESS: 925 EARLHAM DR.
CITY: CLEARWATER ZIP CODE: 33765
JURISDICTION: CITY OF CLEARWATER
HOME PHONE: 727-466-1747 CELL:
LOT: 8 BLK: SUB DIVISION: VARSITY ESTATES
FL CERT: CPC 057338 JOB# R 117
CUSTOMER SIGNATURE:
?/ - FLOW TF.RU SPA
NO SKIMMER
SKIMMER REQUIRED
-
TYPICAL GR. FOR 43 FOR SPA WITH
I' SKIMMER RLAAR,TOU'l'WITH iNDFPF.NDENT
4 8 CU TO PUMP FILTRATION SYSTEM
0
OP'fIONAI. DECK WI
I Yi" PITCH IN 10'
- OPTIONAL 12V LIGHT
j Wr RANS. 3" BRASS RAIL OPTIONAL
OR PVC (SEE NOTES)
NO LIN4ITATTONS TO
SHAPE EXCEPT FOR
SNGLF. MAN DRAIN
REQUIRE (TAMPER DIVING
PROOF/SEE NOTES) %
V
STEPS OPTIONAL-
-,.
SWIM-OUT OR LADDER ENTRY REQUIRED
4
-"
(SEENOTES)
REQUIRED (GRRig M. REQUIRE
j11RATN
WHERE DEPTH OVER L'LVfiON -' (7'A.iiPL•'RPROGFiSELNOI-ES)
5'DEEP(SEE NOTES) LINE /
>LiGH'fING&BONDING SAMEAS
VENT ?' POOL
R-MLOPTIONAL.-_
NOTE: LINE
CONTINUE 3 #3 STGIiL OF SPA >NOLiMiTATIONSO)NSHAPE
GENERAL POOL PLAN BEAM VERTICALLY DOWN
A
NDUNDERTHEE'LEVA11ON GENERAL SPA PLAN
OF THE SPA IVETR
%4"=1'
IF NO WEIR OVERFLOW TO POOL
2'-9" Min. EXCEPT FOR
SLOPING ENTRIES. 4'-G"' ax. SEE NSP15 RE: I A SKITAMF.R MIST BR IISFD IN SPA.
HANDHOi.D,
R'ATF.R .--'
LINE
sXCEPTION:ROPEA:ND a
FLO.kTS INSTALLED IF
LESS THAN 4'-6" I
3 Max.
lI /
- 11
o '
8'hiax. ? '
`
Radius
{- 7 M-ax.
II ? ILU"ALx.
8' Min. TO SLOPE CHANGE
POOL SECTION DETAIL
SD2836, G-20-67 "= It
FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING PC )(S, THE USF,OF AN
UNDERGROUND BONDING CONDU'CfOR MADE OF °S AWG.13ARE SOLID COPPER WIRE
BLTUED TO A MINIMUM DEPTH OF 4 INCHES TO 6INCHES BELOW SUBGRADE A.ND 18 TO
24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEN•tED A
PERMISSIBLE ALTERNATIVE OREQUIVALENTTOCOS PLLANCEWITHs.6802610OFTHE
NATIONAL ELECTRICAL COOL'
PAVERS OR
71-ING -. 4" DECK2,500 DECK FINISH
ION,AL j psi(Min.)CONC. i PER CONTRACT
WIFIBER MESH ( (NON-SLIP)
SAMPLE ONLY. EACH APPLICATION FOR PERN4IT SHALL
BE BASED ON A TOTAL DYNAMIC HCAD OF 60 IL
Determine System Flow Rate:
Minimum Flow Rate Required: 35g.pnt per skimmer (Required- l Skimmer per 800 st)
Pool Volume: sq. ft x ave depth x 7.431 gal/cf =_
Turnover Time in Hours: hours x 60 minAlr= minutes
Flow Rate: gallon's I minutes = Wm
PIPE SIZING CHAR'T' (MA_X1AlUN)
PIPE SUCTION PRFSSURF
1;6" 35 GPM 65 GPM
2" 60 105
2Iz 90 147
135 2$0
4" 235 396
MiAYREDUCETO2" I
AFTERTEE
FOR POOLS WITH VOLUME -15,000 GALS.
PUMP. STARITE 1`4EASD, % UP 40 GPM 60'
IURNOVHt:40 X 60 =24(x1 15,UGx1^4L:1=
6.S HOURS
FILTER. STARFFE PT".{ 50, 50 OPM CAPACITY
MAIN DRAlN: WATERWAY 640-231XV
CLEANER:HAYWARDVACIOC
VENT SCREEN: WATERWAY 429.4030
(If wing Van Line)
8" t I L POOL FINISI I MAIN SUL110N PIPE sizE
(• I PER CONTRACT
r
(rrtim a1)
2
MAIN DRAINS AS OF 12-1941,8
ANSII:ISN4E AI12.19.5 _007
POOL
I- MAXINTUM DISTANCE TO
ATMOSPHERIC VLNIT TLE
CONFECTION P-6"
SPECIAL SPA REQUIREM4EN'IS:
-MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH
28", MAX.
-FLOOR SLOPE 1: 12
-STEPS: MIN. TREAD 10"X 12", 7" MIN. RISER, 12" MAX
RiSFR FXCFPT TIM BOTTOM STEP MAY BF 14" IF IT is
THE SEAT. INTERMEDIATE TREADS AND RISERS TO
BE UNIFORM. IF THE SPA IS OPERATED
INTERMITTENTLY IT SHALL HAVE A ONE HOUR
TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER
-MAXIMUMTE.MPERKIURE 104 DEGREES.
-M[FET ANSTINSPI ARTICLE XViT,.SAFFTY
INSTRUCIION/S.AFE Y SIGNS.
-PRESSURE TEST PIPING AT 35 PSI FOR 15M.1114TUTES OR
MEET LOCAL CODE IF GREATER
LLLCFR1CAL REQUIRL'M4LN'IS:
-WIRING AND BONDING AND ALL ELECTRICAL TO
COMPLY WITH CHAPTER 27, FLORIDA BUILDING
CODE FBC2009.
-NO OUTLET OR OVERHEAD POWER WITHIN 10' IF
WITHIN IS' PROTECT BY GF1, TRANSFORMER MIN. W
FROM POOL, $" ABOVE WATER, J BOX T FROM POOL,
BRASS TO J BOX OR TRANSFORMER WHICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
FLORdDA BUIEDING CODE IZ4101
THE POOL CONTRACTOR IS RESPONSIBLE FOR
FURNISHING ALL DETAIL DESIGN REQUIREMENTS
FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE, AND ALL
CONSTRUCTION SHALL MEET ALL APPLICABLE
CODES INCLUDING PLUMBTG, ELECTRICAL AND
GAS. PIPING SHALL BE SCK 40 PVC, NSFpW, MA.X.
PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS.
THE POOL PLAN SILALL SHOW THE DESIGN
PLUMBING AS PER THE. SAMPLE WITH THE
INFORMATION REQUIRED SHOWN. MAIN DRAIN
PLUMBING SHALL BE TWO DRAINS SEPARATED BY
WITH APPROVEDANSIMSME Al 12.19.8.2007 COVERS. AS
AN ALTERNATE TFTE APPROVED DRAINS MAY BE
PLACED ON DIFFERENT PLANES. THE TWO DRAINS
SHALL HAVE A COMMON SUCTION LINE. SUCTION
GRATES NTAY BE IiSED IF APPROVED AT A MAMN41JM
OF 1 Y2 FPS AND THE SUCTION PIPING IS RECESSED
FROM TITFGRATETiTT DISTANCri. EQUAL TO TIM
SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM
RELEASE SYSTEM MAY BE INSTALLED. THIS MAY
CONSIST OF AN AIR RELEASE SYSTE L. THE VENT
PIPE SHALL BE 'IIED TO'fI-1E NL41N. DRAIN LINES, SIZED
THE SAME AS THE MAIN DRAIN SUCTION LINE WITH A
MAXTMNMd T.FNGTH OF VFNT PIPING TO BE 30'. T14F.
VENT PiPE )VILL BE ELBOWED UP AND OVER WITH A
GRATE FOR PROTECTION AND LABELED "SAFETY
VENT". SKIMMERS DO NOT REQUIRE PROTECTION AND
MUST BE DESIGNED FOR A MGNIMUT4 25 gpm.
THE FOLLOWING SHALL BE LABELED WITH
LABEL MARKER TAPE AT THE FILTER LOCATION:
PIPES, VALVES, PUMP(S) OFF SWITCH.
IT HAS BEEN CERTIFIED THAT THESE DESIGN
REQUIREMENTS ARE IN COMPLIANCE WfI;fI T1 18
FLORIDA BUILDING CODE 2007 WITH 2009 SUPPLiMiENT'
R4101, 424.2-2007, ANSL'NSPI 3, ANSUNSPI 4, ANSLMISPI 5,
ANSILNSPI 6 AND ANSUAPSP 7.
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6"X8"FWT(MiG BEAM &'7' BAR SKINIME•R SUCTION PIPE SIZE j 7
-
lV1(2) 43 BARS OPTIONAL n
8• s , CL EANER1VAC PIPE SILT; - ' -Ew a `', s C
OR (1) #5 BAR FINISH,[
6n 1 M EPEOR ' T ?O0 ( RS LLC
a EXPOSED i?x7L:RN PIPE SIZE ! f
6" Min. WALL & FLOOR THTCR7xFS5.3,500 psi (MIN.) CONIC 43 BARS ON _ j AGGREGATE 1j (? I
12" CENTERS LITIMR,WAY, 'r1L AL'r. INTERSL'CIIONS 15" M.•IIN.OVGRLAP. O
MIN.CO`rBRAGEON STEEL WICONC.TO AST\-IA[5.A16.ASTNIAN5 PIPE SIZING CHART 0fA)M4UM) ((? ±44l 'II JUN 212011
a
Structural subject to suitable sail conditions. PiPE. SUCTION PRESSURE L. 4J
35 GPM 65GPNi Pt?1NNMlG?? YE OPMENT ?
ivm
PvOL/SPA, DECD, BEAM, WALL, FLOOR ='" 60 165 EQUIPMENT RESIDENCE CITY n(FA r MA71-.
? ?
2M 90 147 LOL"ATION h 4 •. .J S
Y2" 3" 135 230 -
F
4" 235 396
-DESIGN, CONSTRUCTION AND WORKMANSHIP
SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF ANSTANSPT 3, ANSU NSPI 4, ANSI/
NSPI 5, AND ANSI/NSPI 6.41ND 4NSIIAPSP 7 BASED ON THE
POOL TYPE.
-SEE NSPi FOR DIVING WATER ENVELOPES.
-SLIDES SHALL MEET THE MANUFACTURE'S
INSTALLATION REQUIREMENTS.
-ENTRY/EXIT: REQUIRED AT THE SHALLOW END AND
DEEP END IF OVER 5 FEET DEEP. ACCEPTABLE ARE
STAIRS (10" MIN -[-READ WITH 240 SQUARE INCH MIN.
AREA, 12" MAX RISER WITH INTERMEDI.ATE.TR1 ADS
AND RISERS UNIFORM). LADDERS, UNDERWATER
SEATS, AND SWTM OUTS (MAX. 20" BELOW WATER).
-CIRCULATION SYSTEMS, COMPONENTS AND
EQUIPMENT SHALL COMPLY WITH NSF 50.
--THE MAXIMUM TURNOVER RATE IS 12 HOURS.
-PH,TfRS SHALT. HAVE AN AIR RELEASE AND
PRESSURE GAGE.
-PUMPS 3 iTP AND LESS SIiALL MEET ANSIML IORI
CORROSION RESISTANT WITH rSTRAINER AND MEET
THE REQUIRED FLOW. .a'
-SURFACE SKIMMERS SHALL MEET NSF 50 AND
THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET
OF SURFACE AREA.
-RETURN INLETS SHAT.T. BF. A MINIMUM OF ONE. FOR
EVERY 300 SQUARE FEET.
-HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR
UL 559.
-DISINFECTANT EQ:UIIPMENT SHALL COMPLY WITH
NSF 50.
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATTERI
611,1--?'
cJ
gallons
VENT LINE TO DUAL : L LINE OF
MAIN DRAINS GRADE
VENT DETAIL
— FLOW THRU SPA
NO SKIMMER
• SKIMMER
- TYPICAL GR. FOR R 3
RILISAR, 2' OUT' WITH
8 CU TO PUMP
OPTIONAL 12V LIGHT
W/TRANS. %" BRASS
OR PVC (SEE NOTES)
SINGLE MAIN DRAIN
REQUIRE (TAMPER
PROOF /SEE NOTES)
SWIN -OUT OR LADDER
REQUIRED (GR/ 48 CU)
WHERE DEPTH OVER
5' DEEP (SEE NOTES)
NO LIMITATIONS TO
SHAPE EXCEPT FOR
DIVING
ENTRY REQUIRED • —,
(SEE NOTES)
OPTIONAL. DECK WI
114" PITCH IN 10'
RAIL OPTIONAL -
GENERAL POOL PLAN
%"=
2' -9" Mn. EXCEPT FOR
SLOPING ENTRIES. 4' -0" Max.
• NOTE:
SEE NSPI 5RE: --
HANDHOLDS
WATER -
LINE
EXCEPTION: ROPE AND
FLOATS INSTALLED IF
LESS THAN 4'-6"
S1332536, 6 -20 -67
FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN
UNDERGROUND BONDING CONDUCTOR MADE OF 08 1WG. BARE SOLID COPPER WIRE
BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE, AND I8 TO
24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A
PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s. 60026(c) OF THE
NATIONAL ELECTRICAL CODE.
3 Max.
7 Max.
0
i�
8" Max. / I
Radius
'S� I
8' Min. TO SLOPE CHANGE
POOL SECTION DETAIL
"= 1'
DTING - •
IONAL
PAVERS OR
4" DECK2,500
psi (Him) CONC. ...I
W /FIBER MESH
LIEC:K FINISH
PER CONTRACT
(NON -SI .fP)
8" X 8" FOOTING
\W(2) 43 BARS
OR (1) #5 BAR
BEAM & "7' B.AR .
OPTIONAL
6"
6" Min. WALL & FLOOR THICKNESS. 3,500 psi (MIN.) CONC. 43 BARS ON i
12" CENTERS EITHER. WAY, TIE ALT. INTERSECITONS 15" MIN. OVERLAP.
2" ::IN.CO\ ERAGE ON STEEL `A: %CONC. TO ASTM A l5. A I6. ASTM A30-5
Structural subject to suitable soil conditions.
RAIL OPTIONAL
SKIMMER REQUIRED_
FOR SPA WITH
I N DEPENDENT
FILTRATION SYSTEM
STEPS OPTIONAL —
CIRCULATION —'
LINE
CONTINUE 3 #3 STEEL OF SPA
BEAM VERTICALLY DOWN
AND UNDER THE ELEVATION
OF THE SPA WEIR.
VENT —1J
LINE
IF NO WEIR OVERFLOW TO POOL
A SKIMMER MUST BE USED IN SPA.
- 11.0" Max.
POOL FINLS11
PER CONTRACT
FINISH 3"
IsLARCITE OR
EXPOSED
AGGREGATE
POOL /SPA, DECK, BEAM, WALL, FLOOR
i/" - 1"
> MAIN DRAIN REQUIRE
(TAMPER PROOF /SEE NOTES)
> LIGHTING & BONDING SAME AS
POOL
> NO LIMITATIONS ON SHAPE
GENERAL SPA PLAN
A"=1,
GENERAL DESIGN REQUIREMENTS
- DESIGN, CONSTRUCTION AND WORKMANSHIP
SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF ANST/NSPT 3, ANSI/NSPI 4, ANSI/
NSF! 5, AND ANSI/NSPI 6 AND ANSI/APSP 7 BASED ON THE
POOL TYPE.
-SEE NSPI FOR DIVING WATER ENVELOPES.
- SLIDES SHALL MEET THE MANUFACTURE'S
INSTALLATION REQUIREMENTS.
- ENTRY /EXIT: REQUIRED AT THE SHALLOW END AND
DEEP END IF OVER 5 FEET DEEP. ACCEPTABLE ARE
STAIRS (10" MIN TREAD WITH 240 SQUARE INCH MIN.
AREA, 12" MAX. RISER WITH INTERMEDIATE.TREADS
AND RISERS UNIFORM). LADDERS, UNDERWATER
SEATS, AND SWIM OUTS (MAX. 20" BELOW WATER).
- CIRCULATION SYSTEMS, COMPONENTS AND
EQUIPMENT SHALL COMPLY WITH NSF 50.
,s#.,THE MAXIMUM TURNOVER RATE IS 12 HOURS.
- FITTERS SHALT, HAVE AN AIR RELEASE AND
PRESSURE GAGE
- PUMPS 3 LIP AND LESS SHALL MEET ANSUUL1.081
CORROSION RESISTANT WITH STRAINER AND MEET
THE REQUIRED FLOW.
- SURFACE SKIMMERS SHALL MEET NSF 50 AND
THERE SHALL BE ONE FOR EVERY 300 SQUARE FEET
OF SURFACE AREA.
- RETURN INT-F.TS SHAT.I. BF. A MINIMUM OF ONE FOR
EVERY 300 SQUARE FEET.
- HEATER SHALL MEET ANSI -Z21.56 OR UL 1261 OR
UL 559.
- DISNFECTANT EQUIPMENT SHALL COMPLY WITH
NSF 50.
- PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATER
SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL
BE BASED ON A TOTAL DYNAMIC 1-EAD OF 60 IL
Determine System Flow Rate:
Minimum Flow Rate Required: 35gpm per skimmer (Required: 1 Skimmer per 800 ;t)
Pool Volume: sq. ft x ave depth x 7.451 gal/el =
Turnover Time in Hours: hours x 60 min/hr= minutes
Flow Rate: gallons / minutes = gpm
PIPE SIZING CHART (MAXIMUN)
PIPE
SUCTION PRESSURE
I," 35 GPM
2" 60
2)i 90
3" 135
4" 235
65 GPM
105
147
230
396
FOR POOLS WITH VOLUME - 15,000 GALS.
PUMP: STARITE P4EAID, % HP 40 GPM 60'
TURNOVER: 40 X 60 = 2400 15,000/24(51 =
6.25 HOURS
MAY REDUCETO2"
AFTER TEE
FILTER: STAR= PTM 50, 50 GPM CAPACITY
MAIN DRAIN: WATERWAY 640 -23 [XV
CLEANER: HAYWARD VAC LOC
VENT SCREEN: WATERWAY 429 -4030
(If using Vent Line)
MAIN SUCTION PIPE SIZE .
SKIMMER SUCTION PIPE SIZE
CLEANERJVAC PIPE SIZE
RETURN PIPE SIZE
PIPE SIZING CHART (MAXIMUM)
PIPE. SUCTION PRESSURE
I X" 35 GPM 65 GPM
2" 60 105
2X 98 147
135 230
4" 235 396
pitons
VENT LINE TO DUAL
MAIN DRAINS
6"
L LINE OF
GRADE
VENT DETAIL
(Optional) 1" = I"
MAIN DRAINS AS OF 12 -1)-08
ANSI /ASME A112.19.8-2007
®
L.
MAXIMUM DISTANCE TO
ATMOSPHERIC VENT tilE
CONNECTION 1'-6'
POOL
�k
_ EQUIPMENT
LOCATION
RESIDENCE
SPECIAL SPA REQUIREMENTS:
- MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH
23 ", MAX.
-FLOOR SLOPE 1:12
-S t -EPS: MN. TREAD 10" X I2 ", 7" MN. RISER, 12" MAX.
RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT TS
THE SEAT. INTERMEDIATE TREADS AND RISERS TO
BE UNIFORM. IF THE SPA IS OPERATED
INTERMITTENTLY IT SHALL HAVE A ONE HOUR
TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER
-MAXIMUM T'EMPERA'TURE 104 DEGREES.
-MEET ANSI/NSPT ARTICLE XVTT,SAFF,TY
INSTRUCTION/SAFETY SIGNS.
- PRESSURE TEST PIPING AT 35 PST FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATER
ELECTRICAL REQUIREMENTS:
- WIRING AND BONDING AND ALL ELECTRICAL TO
COMPLY WITH CHAPTER 27, FLORIDA BUILDING
CODE FBC2009-
-NO OUTLET OR OVERHEAD POWER WITHIN 10' IF
WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10'
FROM POOL, 8" ABOVE WATER, J BOX 4' FROM POOL,
BRASS TO I BOX OR TRANSFORMER WHICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
FLORIDA BUILDING CODE R4101
THE POOL CONTRACTOR IS RESPONSIBLE FOR
FURNISHING ALL DETAIL DESIGN REQUIREMENTS
FOR EACH INDIVIDUAL POOL N ACCORDANCE WITH
THE FLORIDA BUILDING CODE, AND ALL
CONSTRUCTION SHALL MEET ALL APPLICABLE
CODES INCLUDING PLUMBING, ELECTRICAL AND
GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX.
PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS.
TIE POOL PLAN SMALL SHOW THE DESIGN
PLUMBING AS PER THE SAMPLE WITH THE
INFORMATION REQUIRED SHOWN. MAIN DRAIN
PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3'
WITH APPROVED ANSIASME A112.19.8.2007 COVERS. AS
AN ALTERNATE THE APPROVED DRAINS MAY BE
PLACED ON DIFFERENT PLANES. THE TWO DRAINS
SHALL HAVE A COMMON SUCTION LINE. SUCTION
GRATES MAY BE USED IF APPROVED AT A MAXIM IM
OF 1 A FPS AND THE SUCTION PIPING IS RECESSED
FROM TITE GRATE TIT. DISTANCE EQUAL. TO THE
SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM
RELEASE SYSTEM MAY BE INSTALLED. THIS MAY
CONSIST OF AN AIR RELEASE SYSTEM.. THE VENT
PIPE SHALL BE TIED TO THE MAIN DRAT LINES, SIZED
THE SAME AS THE MAIN DRAIN SUCTION LINE WITH A
MAXIMUM LENGTH OF VENT PIPING TO BF. 30'. THE
VENT PIPE WILL BE ELBOWED UP AND OVER WITH A
GRATE FOR PROTECTION AND LABELED "SAFETY
VENT". SKIMMERS DO NOT REQUIRE PROTECTION AND
MUST BE DESIGNED FOR A MINIMUM 25 gpm.
'THE FOLLOWING SHALL BE LABELED WITH
LABEL MARKER TAPE AT THE FILTER LOCATION:
PIPES, VALVES, PUMP(S) OFF SWITCH.
IT HAS BEEN CERTIFIED THAT THESE DESIGN
REQUIREMENTS ARE IN COMPLIANCE WITEITIIEI
FLORIDA BUILDING CODE 2007 Wri H 2009 SU-PPLEM"ENT
84101, 424.2-2007, ANSI/NSP13, ANSUNSP14, ANSIINSPI 5,
ANSI/NSPI 6 AND ANSI/APSP 7.
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