950 Sailfish Dr POOL19-0024 pool permitSWIMMING POOL DRAWINGS FOR
The Rebidas Residence
:Site Address
-- 950 Sailfish Drive West --
-- Atlantic Beach, FL 32233 --
OFFICE COPY
Sheet List
1 C-1.0
Cover Sheet
2 C-1.1
Site Plan
3 C-1.2
General Pool Plan
4 C-1.3
Pool Layout
5 C-1.4
Plumbing Details
OFFICE COPY 4-H
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Impervious Calculations
Existing Lot: 7,464 SF
Existing structures 3,226 SF
Proposed work 134 SF
C
Existing impervious 43.2% �
Proposed impervious 2.7% N
New impervious 44.8% N
Mem
Existing structures include house, v LL
.; driveway, walways, and AC pads o
A9 0 -Proposed work includes pool structure m
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A" ! * 3 DESIGNED BY: HO
CHECKED BY: BH
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This drawing is not an official survey and is a N
utilized for new pool, spa, and deck location. This
drawing is based on the official survey provided W
by All American Surveyors of Florida, Inc. Dnna zoig
vi Sheet No:
q C-1.1
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BARRIER COMPLIANCE
• DOORS AND WINDOWS LEADING
TO POOL AREA WILL BE ALARMED
• PERIMETER FENCE
I—..—.. _.. _..—..—.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _..— DQPIDGDTV 1 IAIG
Pool Size:
Pool Area:
Pool Perimeter:
Pool Coping:
Deck Area:
13 Ft. x 25 Ft.
222 Sq. Ft.
76 Ft.
82 Ft.
NA Sq. Ft.
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SCALE: 3/16" =1'
DRAWN BY: NWE
DESIGNED BY: HO
CHECKED BY: BH
w
Date:
Ma 2019
Sheet No:
C-1.2
OFFICE COPY
Deck material (TBD) 811 Pool Beam Thickness
Pavers shown _
0
Typical Pool Coping POOL BEAM DESIGNED AT 8"
w
T (2) # 3 con t.
Compactedbond beam 26' a°
Paver Base v
# 3 Rebar @ 12" oc 1z' -s 6' o° a' -s"
each way continuous
in pool shell 8-6,.
Compacted
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Fill - -� — — — 7 , — — —
cn -7 co m
6" ))))))))) ; LL
F��
Min. Pool Wall c�^�� -;IQj
Concrete Thickness "
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�- t .
Pool Shell
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1'-6" • 4I
Min. Pool Floor 12" Wide �� °
L_.
M I m a
Thickness Step 3
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+ 'y� z
IF L9 a f Squaring
=co Ir Dimension 00
I. N � O
>11
POOL WALL/FLOOR SECTION �.' — ` — `— o
_ II O N N O
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Back of beam in ..� o `�
Water
line with Patio a' -o° m Q
Top of Beam level Sun
Q
Pool Shelf Existing +' � ry J
Deck Covered ' _ "� `- '; :: =..'J E � p
Concrete X
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s 11'-2" 15'-2"
io u
Angle of repose
(45 degrees) SCALE: 1/4"=1'
Water level
DRAWN BY: NWE
Pool EXISTING COVERED
DESIGNED BY: HO
' CHECKED BY: BH
6"Raised beam
Top of Beam with waterfall Deck CONCRETE PATIO U
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IF
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thick q
pool floor
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10'-6" RESIDENCE
Date:
V-6"9'611 May 2019
POOL PROFILES Sheet No:
- Q C-1.3
3/16" = 1'
7,642 gallons @ 42 gpm
3.03 hour turnover
Max Velocity for system in Recirculation Mc
> 2" main drain suction @ 42 gpm = 4.2 ft/s
> 2" skimmer suction line @ 42 gpm = 4.2 f
> 2" return lines @ 70 gpm = 4.3 ft/s
> 1.5" return lines @ 70 gpm = 7.6 ft/s
> 2" waterfall line @ 36 gpm = 3.7 ft/s
Pressure side of system will not exceed 8 ft/s as designed
Suction side of system will not exceed 6 ft/s as designed
Line shown are schematic only, run
plumbing as needed based on field
conditions at the line sizes shown
r — — --t _
— —
I
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I �=
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I t'
Tandy Variable Speed
14P i..
CS Cartridge Filter
Voltage i maxwells P pe size ' Cae#on Weight § Overall Lengtn'A' i
VSPHP270 G 1125
25 2 7
233 0 VAC (_ 2 250V0 1✓ 3' I „ 5 lbs. �� m
30 3,8
Performance Curves
CS Cartridge Filter
200 Sq. Ft,
CS250
VSpHp 70 Series Pump Performance Curves
..250 Sq. Ft.
CURVE
"H, .. CURVE A'"
,n
Eat/Entrance
100 Ex
Filter(HF)mm
3 psib.A3 feet
90 Degree Fitng
1C0RVE C"
Heater(HE) psi O feet
A5 Degree Filling
418! 45
3 7e
-. 3hSt1 R;3AA
.. 30
Branch Tee
0.75 Tb
Suction Head (Hs) Enter anumber
of fittsnr9s
Flow Pipe site Length K Inc C -V 9-V Ex 90 45 Tr Tb
V bP
42 2.0 7fl 3.4(3 1
1 25
w�
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3J RPR+?
20
r
20
„
r
'730 RPM
r
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10
1000 "I'm
b,
0 20 —
- 60 80 1051 12iI
w„ .
Flaw Nate, Gallons Per Minute (CPM)
42 gpm @ 17' TDH, approx. 1,730 RPM
2” Return Line
– – – - 2" Skimmer
—� 2" Main Drain
– – – – – 2" Waterfall
1.5" Vent Line
POOL EQUIPMENT RESIDENCE
LOCATION
CS 200 Jandy Filter
CS100
CS Cartridge Filter
100 Sq. Ft.
CS450
CS Cartridge Filter
150 Sq. Ft.
CS200
CS Cartridge Filter
200 Sq. Ft,
CS250
CS Cartridge Filter
..250 Sq. Ft.
CS Filter
Head Loss Curves
�fae�
Hwa
tau
Pfi neaa!
OFFICE COPY
— szso
@ 42 gpm, 1 psi pressure drop across
clean filter, use 3 psi for dirty filter
Pool Recirculation P Total DMMic Head Calculations
.Amors
T
K Aber
`ow z 42 fpm
IncreaserDecreaser
0.30 Inc
Check Valve
2.60 C -V
Elevation Plead (ME) F 2 feet
Butterfly Valve
0.35 -V
Eat/Entrance
100 Ex
Filter(HF)mm
3 psib.A3 feet
90 Degree Fitng
4 25 90
Heater(HE) psi O feet
A5 Degree Filling
418! 45
Run Tee
0.301 Tr
Branch Tee
0.75 Tb
Suction Head (Hs) Enter anumber
of fittsnr9s
Flow Pipe site Length K Inc C -V 9-V Ex 90 45 Tr Tb
TOT
42 2.0 7fl 3.4(3 1
i l t 51 77 i
42 I6 Ft
Discharge (HP) Enter a number of fittkngs
Flow Pipe size Leriath K Inc C -V B -V Ex QO 45 Tr Tb TOT
TDH HE Suis F3 2S3_
Design Point 42 i17 h
Jandy VS @ 1730 RPM {V 'HP27fi)
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DRAWN BY: N W E
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CHECKED BY: BH
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Date:
Ma 2019
Sheer No:
C-1.4
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JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD
CALCULATIONS AND EQUIPMENT SPECIFICATIONS
AND DOCUMENTATION ARE TO BE PROVIDED BY THE
POOL CONTRACTOR FOR EACH PROJECT. T14E POOL
CONTRACTOR MUST USE THE MAXIMUM FLOW CAPACITY
OF THE SELECTED PUMP AND PROVIDE HYDRAULIC
CALCULATIONS FOR TDP TO DETERMINE PROPER
PUMP AND PIPING SIZING. TPE MANUFAGTUR>rER'5
EQUIPMENT SPECIFICATIONS AND OTPER DOCUMENTATION
FOR PUMPS, FILTERS, HEATER EQUIFI"fENT Ai�D MAIN
DRAINS AND COVERS ARE TO BE SUBMITTED FOR
REVIEW AND DOCUMENTATION FOR SIZING TWE
CIRCULATION SYSTEM.
2-03 BARS -
CONT. IN
8"X8" BOND
BEAM
POOL SWELL 3000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
S" -l" IN VERTICAL WALLS (TTP)
6'-B" IN COVES AND FLOORS (TTP)
2500 MIN. GUNITE MAY BE SU55ITlUTED
FOR 3000 P51 CONCRETE
RETURN LINE
RETURN INLET
RECIRCULATION PUMP f UNDERWATER LIGHT J z
/ Itt CL
c: -
SKIMMER SUCTION 4 ryLu j3 J
in - Lu z
CHLORINATOR MAIN DRAINS MEET THE VIRGINIA GRAEME �Q u o `' 'q
Ed
MAIN DRAIN CTIO BAKER POOL AND SPA SAFETY ACT. :t $ Ci
0 � s
POOL ).
FILTER
W. h F—
f RETURN INLET LL `L
/.®O._E 111 i5 m
F°"" LU
RETURN LINE Lu (, Lu
(41
> Lu
TYPICAL SWIMMING POOL w
LC
LOW
PROFILE VARIES
JUNCTION 4.0' SWIM
BOX
MIN. OUT 6"X6"03 BARS GRADE 40,12" O.C. 4" THICK CONCRETE DECK
VERTICAL ANDW/ FIBER MIX 2500 PSI
�y rCERAMIC TILE HORIZONTAL (TTP) ( 4" /
i
UL APPROVED?
UNDERWATER LIGHT
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TILS THE DIA, I-1/2 TIMES THE
MAINi
DRAIN DRAIN
COMPACTED SOIL UNDER
WATER_INE O I CONCRETE DECK
1/2" QUARTZ
FINISH -' —
/ 4
= ao f
MAIN DRAIN W/ RELIEF PLUG OR 2
�aofgo` HYDROSTATIC RELIEF VALVE, IF REQ'D.
DEEP END FL00R AN ROCKBEO
WALL REINFORCEMENT
TO SLOPE BREAK-
OSBAR 12" ION CENTER, EACH WAY( l.0' DEEP
03 BAR: G" ON CENTER, EACH WAY > l.O' DEEP AND OVER,
SECTION
a3 BARS 12" ON CENTER
EACH WAY (GRADE 40)
POOL SHELL 3000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
5"-1" INVERTICAL WALLS (TYP)
1 COVES AND FLOORS (TYPI
2500 IN. GUNITE MAY BE SUSSITIUTED
FOR 3p00 PSI CONCRETE
i
GENERAL NOTES:
I. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2, ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4, POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF SIZE AND SHAPE. IF FILL IS REQUIRED FOR 2 FT. TO
4 FT. OF WALL WEIGHT THEN WALLS WAVE TO BE
REINFORCED WITW ADDITIONAL STEEL (8" 0.0, BOTH WAYS)
AND/ OR EXTRA WALL THICKNESS (8" TO 10")
S. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE,
1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
q. - TERMITE `CONTROL WILL BE APP1JED UNDER ALL
POOL DEC -K5.
id, ALL PUMPS AND FILTER$�WILL ;BE.>ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS,
11, ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.NZ.11AS.M.E. A112.19, SM, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
APPLIANCES"
12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2011
FLORIDA BUILDING CODE 6TH EDITION,
IS. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
THE 2011 FLORIDA BUILDING CODE 6TH EDITION.
14, POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE. SEE 680.26 (15)(2)(b) FOR PERIMETER BONDING
USING AT LEAST ONER) 08 AWG BARE SOLID COPPER
CONDUCTOR.
I5. FOR RESIDENTIAL POOLS UP TO A WATER DEPTW
OF 8'-O" 03 REBAR 12" O,O.B,W. OVER 8'-O';
SPECIAL ENGINEERING IS RECUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN
WILL BE REQUIRED,
16. RESIDENTIAL POOLS SHALL COMPLY WITH THE
ANSI/APSP/IGC-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANSI/APSP/I00-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN51/AP5P/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND ANSI/APSP/I00-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
1-1. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING IS MISSING, BROKEN, OR LOOSE.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
CLEANING SYSTEM, IS A VACUUM CLEANER SYSTEM WHICH
WAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
WHICW CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.,
PARR MYNOWENBERG 4 ASSOC, INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
11201 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32118
(386) 611-68011 FAX (386) 611-2114
TYPICAL
RE51 DENTAL 5W/1=00L
DE i ISN FOR
FLORIDA LUXURY fi 0 01-5, INC.
14 LEVY ROAD
ATLANTIC BEACH, FL. 32233
104-226-1526 / 0104-222-1188
GPC1458111
SWEET I OF 4
WATER LINE
DECK OVER
POUR
^i—= -I---
BRICK C GOP
1-03 BAR CONT.
6" OF WATER
IN 5" THICK
LINE TILES
BEAM
ALTERNATE BEAM
FINISH DETAIL
RETURN INLET
RECIRCULATION PUMP f UNDERWATER LIGHT J z
/ Itt CL
c: -
SKIMMER SUCTION 4 ryLu j3 J
in - Lu z
CHLORINATOR MAIN DRAINS MEET THE VIRGINIA GRAEME �Q u o `' 'q
Ed
MAIN DRAIN CTIO BAKER POOL AND SPA SAFETY ACT. :t $ Ci
0 � s
POOL ).
FILTER
W. h F—
f RETURN INLET LL `L
/.®O._E 111 i5 m
F°"" LU
RETURN LINE Lu (, Lu
(41
> Lu
TYPICAL SWIMMING POOL w
LC
LOW
PROFILE VARIES
JUNCTION 4.0' SWIM
BOX
MIN. OUT 6"X6"03 BARS GRADE 40,12" O.C. 4" THICK CONCRETE DECK
VERTICAL ANDW/ FIBER MIX 2500 PSI
�y rCERAMIC TILE HORIZONTAL (TTP) ( 4" /
i
UL APPROVED?
UNDERWATER LIGHT
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TILS THE DIA, I-1/2 TIMES THE
MAINi
DRAIN DRAIN
COMPACTED SOIL UNDER
WATER_INE O I CONCRETE DECK
1/2" QUARTZ
FINISH -' —
/ 4
= ao f
MAIN DRAIN W/ RELIEF PLUG OR 2
�aofgo` HYDROSTATIC RELIEF VALVE, IF REQ'D.
DEEP END FL00R AN ROCKBEO
WALL REINFORCEMENT
TO SLOPE BREAK-
OSBAR 12" ION CENTER, EACH WAY( l.0' DEEP
03 BAR: G" ON CENTER, EACH WAY > l.O' DEEP AND OVER,
SECTION
a3 BARS 12" ON CENTER
EACH WAY (GRADE 40)
POOL SHELL 3000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
5"-1" INVERTICAL WALLS (TYP)
1 COVES AND FLOORS (TYPI
2500 IN. GUNITE MAY BE SUSSITIUTED
FOR 3p00 PSI CONCRETE
i
GENERAL NOTES:
I. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2, ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4, POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF SIZE AND SHAPE. IF FILL IS REQUIRED FOR 2 FT. TO
4 FT. OF WALL WEIGHT THEN WALLS WAVE TO BE
REINFORCED WITW ADDITIONAL STEEL (8" 0.0, BOTH WAYS)
AND/ OR EXTRA WALL THICKNESS (8" TO 10")
S. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE,
1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
q. - TERMITE `CONTROL WILL BE APP1JED UNDER ALL
POOL DEC -K5.
id, ALL PUMPS AND FILTER$�WILL ;BE.>ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS,
11, ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.NZ.11AS.M.E. A112.19, SM, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
APPLIANCES"
12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2011
FLORIDA BUILDING CODE 6TH EDITION,
IS. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
THE 2011 FLORIDA BUILDING CODE 6TH EDITION.
14, POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE. SEE 680.26 (15)(2)(b) FOR PERIMETER BONDING
USING AT LEAST ONER) 08 AWG BARE SOLID COPPER
CONDUCTOR.
I5. FOR RESIDENTIAL POOLS UP TO A WATER DEPTW
OF 8'-O" 03 REBAR 12" O,O.B,W. OVER 8'-O';
SPECIAL ENGINEERING IS RECUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN
WILL BE REQUIRED,
16. RESIDENTIAL POOLS SHALL COMPLY WITH THE
ANSI/APSP/IGC-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANSI/APSP/I00-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN51/AP5P/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND ANSI/APSP/I00-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
1-1. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING IS MISSING, BROKEN, OR LOOSE.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
CLEANING SYSTEM, IS A VACUUM CLEANER SYSTEM WHICH
WAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
WHICW CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.,
PARR MYNOWENBERG 4 ASSOC, INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
11201 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32118
(386) 611-68011 FAX (386) 611-2114
TYPICAL
RE51 DENTAL 5W/1=00L
DE i ISN FOR
FLORIDA LUXURY fi 0 01-5, INC.
14 LEVY ROAD
ATLANTIC BEACH, FL. 32233
104-226-1526 / 0104-222-1188
GPC1458111
SWEET I OF 4
RECIRCULATION
CHLORINATOR
POOL
FILTER -
MAIN DRAIN
RETURN LINE
TYPICAL 5PA
POOL SHELL 3000 PSI CONCRETE
PNEUMATICALLY APPLIED.
G" IN VERTICAL WALLS (TYP)
6" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE SU551TlUTED
FOR 5000 P51 CONCRETE
1/2" QUARTZ
FINISH
UL APPROVED
UNDERWATER
LIGHT
THERAPY JET
RETURN LINE
MAIN DRAINS MEET THE VIRGINIA GRAEME
BAKER POOL AND SPA SAFETY ACT.
(SECOND MAIN DRAIN MAY BE ON SIDE WALL)
DN)
mz
UNDERWATER LIGHT
73/4" BULLNOSE
TILE OPTIONAL
ON EDGE OF
STEP.
_ — 2 MAIN DRA I N5 ON FLOOR
}
4" THICK CONCRETE
DECK W/ FIBERMIX
9000 PSI
WATER
LINE
6"X6" CERAMIC TILE
LOW
VARIES PROFILE
JUNCTION
I BOX
1 �
i -
COMPACTED 501L 1 Q
UNDER OONGETE L....... H
DECK fn
MAIN DRAIN LI —_
SUCTION LINE
(I MAIN DRAIN W/ RELIEF
PLUG OR 2"
HYDROSTATIC RELIEF
VALVE, IF REQ -D.
SECTI
�
Ji EXTRA 03 BARS
CONTINUOUS
03 BARS 12" O.G.
opgpo VERTICAL AND
0-000 HORIZONTAL (TYPJ
(GRADE 40)
ROCKBED
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTIG F C COPY
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA.
1-1/2 TIMES THE DIA.
MAIN
MAIN DRAIN
DRAIN
CAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
F
AGRLYIG FINISH
2-03 REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE -
6
DECK AND TILE DETAIL
PARKER MYNC14EN15ERG 4 A5500., INC.
PROFESSIONAL ENGINEERS LAND50APE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32118
(386) 611-6891 FAX (586) 611-2114
TYPICAL
RE -5I DENTAL SW/POOL
Dr-51ON FOR
FLORIDA LUXURY POOLS, INC.
14 LEVY ROAD
ATLANTIC BEACH, FL. 32233
904-226-1326 / 904-222-1188
OFC14581199
SHEET 2 OF 4
POOL. BONDING NOTES:
I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES ,4 8. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, MINIMUM AT EACH 5EFARATE BODY OF WATER, USING A #8 AWG
COPPER CONDUCTOR; MINIMUM 08 AWG BARE FACED COPPER
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETERBARE SOLER COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING
SU THE POOL AND WHICH IS SECURED WITHIN OR UNDER THE AT 4 POINTS $WALL NOT BE REQUIRED
SURFACE OF THE POOL FROM IS" TO 24" FROM THE INSIDE WALLS
PERIMETER SURFACE 4" H 1 S BELOW S (THIN O E. THE PERIMETER q. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE NEC 68026 (VERIFY LOCATIONS) USING MB AWG BARE SOLID COPPER WIRE.
PERIMETER OF THE POOL. 10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
PER NEC 250.8. BONDING CABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM HANDRAILS, DIVING BOARDS, AND LADDER. GRABRAILS IN THE POOL AND SPA AND
OF EXCAVATION. AND INCLUDE ALL METAL WIRING AND ALIS FIXED METAL PARTS THAT ARE WITHIN 5 FT.
HORIZONTALLY OF THE IN51DE WALL OF THE POOL (5PA) AND 12 FT VERTICALLY ABOVE
3. WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS THE MAXIMUM WATER LEVEL OF THE POOL USING #8 AWG BARE COPPER WIRE.
ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SWALL BE BONDED U51NG p. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR
08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 2508 PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
TO THE BONDING CONDUCTOR. REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES.
5WOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR $HALL FIELD ROUTE TO DETERMINE A) PER THE NEC, NFPA 10 ARTICLE 680.23 (6)(5), STATES THAT BONDING SHALL NOT BE
EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL REQUIRED FOR LUMINAIRES THAT ARE LISTED FOR TWE APPLICATION AND HAVE NO NON -
WHILE MAINTAINING SMOOTH RADIAL CURVES - NO q0° RADIUS SHALL BE PERMITTED. CURRENT CARRYING METAL PARTS. IN ADDITION, PER ARTICLE 680.26 (15)(4), EXCEPTION
S. RE515TANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS, STATES THAT LISTED LOW -VOLTAGE LIGHTING SYSTEMS WITH NON-METALLIC FORMING SWELLS
G. IF REQUIRED, ALL GROUND RODS SHALL BE B/8" COPPER CLAD STEEL, V LONG SHALL NOT REQUIRE BONDING.
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE THEREFORE, LUMINAIRES THAT ARE LOCATED IN THE QUIRE 2 CIRCUIT WITH PD/15ON E
USED SHALL BE BONDED USING #8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED NON-CURRENT CARRYING METAL PARTS ARE NOT REQUIRED TO BE GROUNDED/BONDED.
MEANS PER NEC 2508 TO THE BONDING CONDUCTOR. 12, ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
1. SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS, THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMIN15WED PERIMETER
SURFACES LIKE EDGE PLANTERS, 5TOP/RETAINING WALLS, AND ZERO -LOT LINES,
IN THESE CASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE
WITH NEC 680.26, NOTE i (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING NOTE I
JURISDICTION (AWJ). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF THE BONDING WITH THE AWJ IN THE DETERMINATION OF ITS
APPLICATION OF THE NEC.
NOTES 2 AND 3 SPA
I
t
BOND JUMPER
NOTE 3 NOTE 8
TYPICAL TYPICAL
BOND JUMPER
NOTE q
TYPICAL BOND JUMPER
NOTE 10
TYPICAL
0
SWIMMINGPOOL LT FIXTURE NOTES i, 4,
NOTE 11
LADDER, HANDRAIL, 0 � TYPICAL 5 AND 8
DIVING BOARD, ETC.
/TRANSFORMER
PUMP MOTOR
JUNCTION BOX
!IF USED)
TYPICAL PO ,, L 15ONDING PLAN
NOT TO 50ALE
POOL LIGHT NICHE
METAL CONDUITS BONb I NG L�G�ND
OR PIPING SYSTEM
• BO D CONNECTION, PER NEC 2508
CONTROL PANEL(5) o PARALLEL TAP CONNECTION, PER NEC 250.8
POOL UNDERGROUND BONDING CONDUCTOR, #S AWG (MINII-un
REINFORCING
STEEL s('1e G 1I
Q "G d
HEATER CASE
TYPICAL POOL E30NDING '._;CHE IATIG
g
NOT TO SCALE
SCHEMATIC NOTES:
1. TWE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SWELLS, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT,
AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORDANCE WITH NEC 68026. OR, AS ,
ACCEPTED BY THE AUTHORITY WAVING JURISDICTION (AWJ).
PARKER
FROM POOL OR APPARATUS
BONDING CONDUCTOR
OFFICE COPY
NOTE 1
NOTE I
MINIMUM 5/8" DIAMETER
COPPER GROUND ROD
FROM POOL REBAR OR
DRIVEN UNTIL MAXIMUM
BONDING CONDUCTOR
RESISTANCE VALUE OF
25 OWM5 15 REACHED
(IF USED)
NOTE I
TYPICAL
E30ND I NG TYPES
NOT TO SCALE
NOTES:
1. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS,
PARKER MYNOWENBEkG 4 ASSOG., INC.
PROFE551ONAL ENGINEERS LANDSCAPE ARCHITECTS
11201 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118
(386) 611-68g1 FAX (386) 611-2114
TYPICAL
RES I DENTAL 5WPOOL
DESIGN FOR
FLORIDA LUXURY POOLS, INC.
-I4 LEVY ROAD
ATLANTIC BEACI-I, FL. 32233
0104-226-1526 1 q04-222-1188
OPC1458ggq
SWEET 3 OF 4
4" DECK
(1) #5 REBAR
CONT.
MAX.
TURN DOWN FOOTER DETAIL
T 5LOPE/N0 FOOTING
'E I
NT.
i
MOTMATE SLOPE FOOTING
TYPE 2
SLAB—FOOTING DETAILS
2500 MIN. GUNITE MAY BE SUBSITIUTED
FOR 5000 PSI CONCRETE
USE 6X6 10/10 WWM OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
I
1
3000 PSI CONCRETE W/ 2-05
RIBBON FOOTING
5) #5 REBAR CONT.
IFTIN6Abs OR STEEPER'
STEEP SLOPE FOOTING
TYPE 2
PAVER DECK
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN 6" ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REPOSE IN ENCROACHED
ON OR THE POOL SHELL
ENCROACHES INTO THE
I TO I AREA.
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
3'-6"
LESS
FFIC
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR TAPGONS TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
STEEL TEX FORM W/
`
EXISTING STRUCTURE
STRUCTURAL STEEL �-
I
I
IN PLACE TO BE
-
INDEPENDENTLY SUPPORTED
�_I
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BECONSTRUCTED
�— - — —
THICKNESS
PAVER DECK
L���-OR OBU
# 3 KEBABS ATA6" ON CENTER
D IN'
—Irlrn�il- EQUIVALENT
BOTH WAYS IN AREAS THAT EXTEND
I =_L(, MATERIAL TO RESTRAIN 51DE
INTO THE ANGLE OF REPOSE=
— OF EXCAVATION
'BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
STRINGER MAY BE DRIVEN
EXISTING STRUCTURE.
INTO GROUND MIN, 9"
PROVIDE WEEP HOLES AS
OR OTHERWISE SUPPORTED
APPROPRIATE,
TO PREVENT FROM KICKING
OUT AT BASE.
CONTRACTOR SHOULD ATTEMPT T4
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO 5U55TITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
SNORING DE'T'AIL
UNDERMINING OF ADJACENT
IN LOCATIONS WHERE EXISTING FOUNDATION IS
STRUCTURE.
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
PARKER MYNCNENBERG 4 ASSOC., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 52111
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RISIDENTAL 5W/POOL
DESIGN FOR
`rLORIDA LUXUIRY POOLS, INC.
-14 LEVY ROAD
ATLANTIC BEACH, FL. 32233
q04-226-1526 / q04-222-1188
45 11 SHEET 4 OF 4
Jandy Variable Speed
Model No, tip I
vonage s max Watis 1 Pipe Size Carton weight
- ---- - ----------
Performance Curves
----------- ---- —
�7—
A
77
XLine shown are schematic only, run
plumbing as needed based on field
conditions at the line sizes shown
r
2" Return Line
2" Skimmer
2" Main Drain
2" Waterfall
1.5" Vent Line
Elevotion Head
feet
3ry 6 9
Stjt ian Head (Hs)
Pipc Lt a'
4 S 1 Z.C,i 70
6
EXISTING COVERED 30.00
CONCRETE PATIO 15.#9Q
30 4,( 2,8z,3
21,'� 20 (155 0 556
20 I or- -7 1 0,168
+
2.01
- -.1-1— -1--1 15 ' -----
'0 1 l -
J
r46 17-44
4 1 ------
451
TDH Calculation program
based on D. •.
formula with a Hazen -Williams
roughness coefficient of 130
A
REVIEWED FOR CODE COt"V1PLIA,""_
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: OP',T 6-17-,
a)
U
CU
V)
LL
5
cc to
C)
(V
V) C
0 C)
Ln
M <
0 1
0
Z
E
c\j 0
' C) 3
- aj
Z (D
t
O 0o 0
a) c\l CIJ p•
> CO
N0 rn LL
to
CZ
U)
co
0
0 >< 0
__j Z:) 0 -
LL
C
SCALE: No Scale
DRAWN BY: N W E
DESIGNED BY: HO
CHECKED BY: BH
)ate:
June 2019
Sheet No:
C-1.4
P
S
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
THAN THE CALCULATED TDH.
GAGES TO BE INSTALLED AT THE TIME OF FINAL
INSPECTION FOR VERIFICATION.
0
2
4
6
8
10
12
14
16
18
0
0
2.3
4.5
6.8
9
11.3
13.6
15.8
18.1
20.3
1
2.3
4.6
5.8
9.1
11.4
13.6
15.9
18.1
20.4
22.7
2
4.6
6.9
6.1
11.4
13.7
15.9
18.2
20.4
22.7
25
3
6:9
9.2
11.5
13.7
16
18.2
20.5
22.8
25
27.3
4
9:2
1 11.5
13.8
16
18.3
20.5
22.8
25.1
27.3
29.6
5
11.5
13.8
16.1
18.3
20.6
22.8
25.1
27.4
29.6
31.9
6
13.9
16.1
18:4
20.6
22.9
25.2
27.4
29.7
31.9
34.2
7
16.2
18.4
20.7
23
25.2
27.5
1 29.7
32
34.3
36.5
8
18.5
20.7
23
25.3
27.5
29.8
32
34.4
36.6
38.8
9
20.8
23.1
25.3
27.6
29.8
32.1
34.3
36.6
38.9
41.1
10
23.1
25.4
27.6
29.9
32.1
34.4
36.7
38.9
41.2
43.4
11
25,4
27.7
29.9
32.2
34.5
36.7
39
41.2
43.5
45.8
12
27.7
30
32:2
34.5
36.8
39
41.3
43.5
45 ;8
48.1
13
30
32.3
34.5
36.8
39.1
41.3
43.6
45.9
48.1
50.4
14
32.3
34.6
36.9
39.1
41.4
43.6
45.9
48.2
50.4
52.7
15
34.6
36.9
39.2
41.4
43.7
45.9
48.2
50.5
52.7
55
16
37
39.2
41.5
43.7
46
48.3
50.5
52.8
55
57.3
17
39.3
41.5
43.8
46.1
48.3
50.6
52.8
55.1
57.4
59.6
18
41.6
43.8
46.1
48.4
50.6
52.9
55.1
57.4
59.7
61.9
19
43.9
46.2
48.4
50.7
52.9
55.2
57.4
59.7
62
64.2
20
46.2
48.5
50.7
53
55.2
57.5
59.8
62
64.3
66.5
21
48.5
50.8
53
55.3
57.6
59.8
62.1
64.3
66.6
58.9
22
50.8
53.1
55.3
57.6
59.9
62.1
64.4
66.6
68.9
71.2
23
53.1
55.4
57.7
59.9
62.2
64.4
66.7
69
71.2
73.5
24
55.4
57.7
60
62.5
64.5
66.7
69
71.3
73.5
75.8
25
57.8
60
62.3
64.5
66.8
69.1
71.3
73.6
75.8
78
26
60.1
62.3
64.6
66.8
69.1
71.4
73.6
75.9
78.1
80.4
27
62.4
64.6
66.9
69.2
71.4
73.7
75.9
78.2
90.5
82.7
28 164.7
66.9
69.2
71.5
73.7 1
76
78.2
80.5
82.8
85
29
67
69.3
71.5
73.8
76
78.3
80.5
82.8
85.1
87.3
30
69.3
71.6 173.8
76.1
78.3
80.6
82.9
85.1 1
87.4
89.6
31
71.6
73.9
76.1
78.4
80.7
82.9
85.2
87.4
89.7
92
32
73.9
76.2
78.4
80.7
83.1
85.2
87.5
89.7
92
94.3
33
76.2
78.5
80.7
83
85.3 1
87.5
89.8
92
94.3
96.6
34
78.5
80.8
83.1
85.3
87.6
89.8
92.1
94.4
96.6
98.9
35
80.9
83.1
85.4
87.6
89.9
92.2
94.4
96.7 1
98.9
101.2
NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
THAN THE CALCULATED TDH.
GAGES TO BE INSTALLED AT THE TIME OF FINAL
INSPECTION FOR VERIFICATION.
Jandy Variable Speed
230 VAC i 2,250W i 2'l: - 3"
Performance Curves
50 lbs
VSPHP270 Series Pump Performance Curves
100
CURVE S'
CURVE "A" t
90
4(i
CURVE "C"
3.
70
i
i
60 ar
50
2750 RPM 21
E 40
$ r
0 3620 730 RPM
-
�
0 RPM
0 20 40 60 BO 100 120 140
Flow Rate, Gallons Per Minute (GPM)
44 gpm Ca 18' TDH, approx. 1,730 RPM
----------------
Line
---------------
Line shown are schematic only, run
I k:
plumbing as needed based on field
conditions at the line sizes shown
I k
I
I
2" Return Line
— — — — — 2" Skimmer
2" Main Drain
— — — — — 2" Waterfall
1.5" Vent Line
CS 200 Jandy Filter
CS100
CS Cartridge Filter
100 Sq. Ft,
C3150
CS Cartridge Filter ..
150 Sq, Ft
CS200
CS Cartridge Filter
200 Sq. Ft.
CS250
CS Cartridge Filter.
250 Sq. Ft.
C3 Filter Head loss Curves
Deefw
t
tow
rr haw)
ModN No. `im00
esise
iv cs2s0
03200
...
.
Ptlter Area i i06 fid .
1.flt
Z00 R'
250 IF
Design Flow Rate I gpr.*
as gine-
.625W ft�5:WMaximum
Flow 1 100wn
I125 gpm
125 qpm
gpmsix
(6) Hour ._36 000
45.000 gal-
45 000
00 gal-.
Capadty 1 gd0an$
:lone
gallons
I-$
Eight t8) Hour 48,000
64000 gal-
60.000
7 60.006 gal -
capacity ga0ors
Ions
gaiters
i bns
Normal Start Up 6.15psi
BISPsi
& 15 psi
i 6.15 psi
Pressure
Max. working
Pres50 os
! 50 Psi
50 psi
I. 50 PsiF
—4—
Gartrldgea � 1
1
1
—.
I r
Required
ShiPpin9 Weight 284bs
1 261hs.
341bs
i 36 Its,
Height (W) 32%6'
1 32V 1
L 421,°
!. 42'a'
D aD sD. m rzo
— CSt Se Flow RMa(apmt
@ 44 gpm, 1 psi pressure drop across
"x clean filter, use 3 psi for dirty filter
8,120 gallons @ 44 gpm
3 hour turnover
Pressure side of system will not exceed 8 ft/s as designed
Suction side of system will not exceed 6 ft/s as designed
Pool Reeiroulation Pum�gr Totu1 Dxnomic Head Calculations M=nO
Floor= 44;9pra tnemaseriDecre
`I Elevation Head (1� v2 feet eutterflyValve
EA/Entrance
11
Filter(Hp) 3�psi - Z693feet 90 Degree Fitting
Heater(HF} nlpsifeet d.5 Degree Fitting
Run Tee
Branch Tee
Suction Head (Hs) Erer o number of fittings
Flow Pipe size Length K Inc C -V 8-V Ex 90 45 Tr Tb TOT
44 20 10-7T TFt
2.rmIf - fllh pf'3d "1a"..`T:5 1i; t ,4. ,
le.:flf) The
-, 1,1 t 3' r.a 3a #1ts ? t xr* 11 ,t'S Srt'cfet:,
`p T t iC Head(TDH) Ca ulation Worksheet
t tmmer t.. "_o so ft of Stiff aeem
of
.Ott^ xte is * *gar IS1i r tO "Ou ',
'tilt 55£.r rnfni,"
I9ned .as 6 p' a I I
, P,, -.'C 1 0 r
y
ssc )Via1f, fir*"" ft.tzr I'Dit &Sy.'tern HOW R'Ite
11,
;:ai"rEEi rnubot
appruveil ff3Ire, I i0W, r..ail 4
C3isch ge(Fft}
Enter onumber offittings
Flew Pipe size Length i< Inc G -V B -V Ex 90 45 Tr Th TOT
44 30 4DO 1 1 1 1 7.704
COVERED
COVERE2.0 ---_— -- _
29.33 2.0 , 20 0.55 t _ 1 0.53
CONCRETE PATIO
14.67 2.0 20 _ 1,00 1 1 0.161 ff
14.67 2.fl 15 1,80 t i 2 0.3.52
._._ ,. 20 1,00
bH - He - Has < Wo -1 w 17.09 Stan t 556
m1 —. _..
benign point = 44 sa''
RESIDENCE
\__TDH Calculation program
POOL EQUIPMENT based on Darcy -Weisbach
LOCATION formula with a Hazen -Williams
roughness coefficient of 130
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
N
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to
a) I M
N
un U N
m M
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M
L
an
41 41 m U
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N c
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o 6
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O
a
Z
(4 s U
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N Q
M
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Q
J
O X O
J
LJ._ J
SCALE: No Scale
DRAWN BY: NWE
DESIGNED BY: HO
CHECKED BY: BH
REVIEWED BY: DATE: 6-/ /, /� Date:
June 2019
OFFICE COii _ Sheet Not .T
Total Head In Feet Conversion Chart
ft cur (Vacuum Gauge)
OFFICE COPY
Inches er J
0
2 4
6
8
10 12
14
16
18
0
0
2.3 4.5
6.8
9
11.3 13.6
15.8
18.1
20.3
1
2.3
4.6 5.8
9.1
11.4
13.5 15.9
18.1
20.4
22.7
2
4.6
6.9 6.1
11.4
13.7
15.9 182
20.4
22.7
25
3
6.9
9.2 11.5
13.7
16
18.2 20.5
22.8
25
27.3
4
9.2
11.5 13.8
16
18.3
20.5 22.8
25.1
27.3
29.6
5
11.5
13.8 16.1
18.3
20.6
22.8 25.1
27.4
29.6
31.9
6
13.9
16.1 18:4
20.6
22.9
25.2 27.4
29.7
31.9
34.2
7
16.2
18.4 20.7
23
25.2
27.5 29.7
32
34.3
36.5
8
18.5
20.7 23
25.3
27.5
29.8 32
34.4
36.6
38.8
9
20.8
23.1 25.3
27.6
29.8
32.1 34.3
36.6
38.9
41.1
10
23.1
25.4 27.6
29.9
32.1
34.4 36.7
38.9
41.2
43.4
P 11
25.4
27.7 29.9
32.2
34.5
36.7 39
41.2
43.5
45.8
S 12
27.7
30 322
34.5
36.8
39 41.3
43.5
45 ;8
48.1
I 13
30
32.3 34.5
36.8
39.1
41.3 43.6
45.9
48.1
50.4
14
32.3
34.6 36.9
39.1
41.4
43.6 45.9
48.2
50.4
52.7
15
34.6
36.9 39.2
41.4
43.7
45.9 48.2
50.5
52.7
55
16
37
39.2 41.5
43.7
46
48.3 50.5
52.8
55
57.3
17
39.3
41.5 43.8
46.1
48.3
50.6 52.8
55.1
57.4
59.6
18
41.6
43.8 46.1
48.4
50.6
52.9 55.1
57.4
59.7
61.9
19
43.9
46.2 48.4
50.7
52.9
55.2 57.4
59.7
62'
64.2
20
46.2
48.5 50.7
53
55.2
57.5 59.8
62
64.3
66.5
21
48.5
50.8 53
55.3
57.6
59.8 62.1
64.3
66.6
58.9
22
50.8
53.1 55.3
57.6
59.9
62.1 64.4
66.6
68.9
71.2
23
53.1
55.4 57.7
59.9
62.2
64.4 66.7
69
71.2
73.5
24
55.4
57.7 60
62.5
64.5
66.7 69
71.3
73.5
75.8
25
57.8
60 62.3
64.5
66.8
69.1 71.3
73.6
75.8
78
26
60.1
62.3 64.6
66.8
69.1
71.4 73.6
75.9
78.1
80.4
27
62.4
64.6 66.9
69.2
71.4
73.7 75.9
78.2
90.5
82.7
28
64.7
66.9 69.2
71.5
73.7
76 78.2
80.5
82.8
85
29
67
68.3 71.5
73.8
76
78.3 80.5
82.8
85.1
87.3
30
69.3
71.6 73.8
76.1
78.3
80.6 82.9
85.1
87.4
89.6
31
71.6
73.9 76.1
78.4
80.7
82.9 85.2
87.4
89.7
92
32
73.9
76.2 78.4
80.7
83.1
85.2 87.5
89.7
92
94.3
33
76.2
78.5 80.7
83
85.3
87.5 89.8
92
94.3
96.6
34
78.5
80.8 83.1
85.3
87.6
89.8 92.1
94.4
96.6
98.9
35
80.9
83.1 85.4 87.6
89.9 92.2 94.4 96.7
98.9
101.2
*NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
THAN THE
CALCULATED TDH.
** GAGES
TO BE INSTALLED
AT THE TIME OF FINAL
INSPECTION FOR VERIFICATION.