HomeMy WebLinkAbout5-12-20 CASEY-SIGNED[10523]18" GRAVEL LANDSCAPE
BORDER AROUND DECK EDGE
SCREEN ENCLOSED DECK PERIMETER
15'-5"
j
59'-4"
20'
12"
C-
R... ....................................................................................................................... .
592 SQ.FT. SANDSET TRAVERTINE-
w/12"x 12" SCREEN FOOTER EDGE, T.O. BEAM POOL
Lu w/ (2) #5 REBAR CONTINUOUS -r 3 If
J w 5' ;; � - 4 12'-6" x 20'
06 m DEEP 178-62'
00
X011 J
i n
4-F ffi
3'-6"
R E SK DEEP
5I CHILD SAFETY BARRIERV ' ! 6f 6If
FENCE PER CODE -----
12
�----------------�
12"
1811
POOL RETURNS
.............................. VAC.LINE
............................................................................. SKIMMER
/ 51-7n
L45 Lf DECK DRAIN
--------
CHANNEL DRAIN
THERAPYJETS
RESIDENCE
POOL
EQUIP
AREA
LANDSCAPE
SCREENING
u
17 —G n
POOL SPECIFICATIONS
MAX.WIDTH 12'-6" MAX.LENGTH 20'
PERIMETER 62' AREA 178 sq.ft.
MIN.DEPTH 3'-6" MAX. DEPTH 5'
ACCESS ON SITE ELEV. TOB. - �Y4"
TILE 6"-- 6 � STEP EUG—E--2-'rx 6"
COPING EDGE TRAVERTINE
INTERIOR FINISH GEMSTONE
SWIMOUT -6'x 18" STEPS (3) ENTRY
TIMECLOCK RS4 w/iLINK & 4-F POOL SIDE BUTTO
CIRC. PUMP DANDY (FLOPRO) 2.70 VARIABLE SPD
FILTER CS -200 CARTIDGE
POOL DRAIN 3"x32" CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 3
VAC.LINE VALVED SKIMMER TILED
CHLORINATOR SALT GENERATOR JANDY
THERAPY JETS (4) on SWIMOUT w/4 -F BUTTON
LIGHTS POOL (2) LED COLOR NICHELESS
TRANSFORMER YES J. BOX YES
HEATER AQUACAL T-135 HEATPUMP
DELUXE MANUAL CLEANING KIT YES
PATIO 592 sf TRAVERTINE DECK w/12" FOOTER
EXISTING PATIO REMOVE FOR ALL NEW
DECK DRAIN 45'
APPROX.GALLONS 5600 G.P.M.
TURNOVER HR. MIN.
ELECTRICAL HOOKUP BY ACP
SCREEN ENCLOSURE BY OTHER
CHILD BARRIER FENCE PER CODE
w/SCREEN ENCLOSED PERIMETER
COMMENTS
CUSTOM POOLS
50 SE. DIXIE HWY. (E-4) STUART, FL 34994
PH 772-444-3158 FAX 772-444-3904
LIC # CPC1457939
JOB INFORMATION
CASEY / CITOLLA RESIDENCE
13339 NW. MAPLEWOOD RD.
PALM CITY, FL. 34990
UNIT 35, HARBOUR RIDGE PLAT 13
BUTTONBUSH VILLAGE
PH 401-525-6864
ENGINEER
Digitally signed by M.
M. Randall
Randall Rodgers, P.E. -
FL Lic. No. 68212
Rodgers,
DN: cn=M. Randall
Rodgers, P.E. - FL Lic.
P.E. - FL
No. 68212, o=(772)
201-1634, ou=1801
Hazelwood Drive, Ft.
Lic. N o.
Pierce, FL 34982,
email=kxfox@hotmail.
68212
Date: 2020.05.14
22:05:59 -04'00'
POOL SPECIFICATIONS
MAX.WIDTH 12'-6" MAX.LENGTH 20'
PERIMETER 62' AREA 178 sq.ft.
MIN.DEPTH 3'-6" MAX. DEPTH 5'
ACCESS ON SITE ELEV. TOB. - �Y4"
TILE 6"-- 6 � STEP EUG—E--2-'rx 6"
COPING EDGE TRAVERTINE
INTERIOR FINISH GEMSTONE
SWIMOUT -6'x 18" STEPS (3) ENTRY
TIMECLOCK RS4 w/iLINK & 4-F POOL SIDE BUTTO
CIRC. PUMP DANDY (FLOPRO) 2.70 VARIABLE SPD
FILTER CS -200 CARTIDGE
POOL DRAIN 3"x32" CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 3
VAC.LINE VALVED SKIMMER TILED
CHLORINATOR SALT GENERATOR JANDY
THERAPY JETS (4) on SWIMOUT w/4 -F BUTTON
LIGHTS POOL (2) LED COLOR NICHELESS
TRANSFORMER YES J. BOX YES
HEATER AQUACAL T-135 HEATPUMP
DELUXE MANUAL CLEANING KIT YES
PATIO 592 sf TRAVERTINE DECK w/12" FOOTER
EXISTING PATIO REMOVE FOR ALL NEW
DECK DRAIN 45'
APPROX.GALLONS 5600 G.P.M.
TURNOVER HR. MIN.
ELECTRICAL HOOKUP BY ACP
SCREEN ENCLOSURE BY OTHER
CHILD BARRIER FENCE PER CODE
w/SCREEN ENCLOSED PERIMETER
COMMENTS
CUSTOM POOLS
50 SE. DIXIE HWY. (E-4) STUART, FL 34994
PH 772-444-3158 FAX 772-444-3904
LIC # CPC1457939
JOB INFORMATION
CASEY / CITOLLA RESIDENCE
13339 NW. MAPLEWOOD RD.
PALM CITY, FL. 34990
UNIT 35, HARBOUR RIDGE PLAT 13
BUTTONBUSH VILLAGE
PH 401-525-6864
ENGINEER
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
Q
0
N
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Feet Of Head
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO—STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
TO GRAVEL BED
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
#8 COPPER
TO GRID
HORIZONTAL INSTALL
#8 COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB -2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
3' TO 6' — 6" THICK WALLS W/#3 REBAR @12' O.C. EACH WAY WATER LEVEL
0' TO 3' — 8" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
9 ft.
6 ft.
3 ft.
UNDERWATER
LIGHT
J +.
J
NOTE: REMOVE GRATE &
BRICK
Y" PER FT. MIN SLOPE
;.. .. .. ;�,
21 gpm
SLOPE
WELL POINT PLUG FROM MAIN
DRAIN &ATTACH AUG. PUMP
UNE WHEN EMPTYING POOL
COPING
:,
(2) #5 REBAR
2
�
82 Qpm
6"x6" TILE
2.5'
12 VAC FROM
—Pool construction complies
with FBC 2017, ANSI -7, ANSI -15
GRATE SHALL
BE SECURED IN
PLACE SO
INTERIOR
FINISH
BRICK PAVER PATIO
;:.•.:;.Y.,: ..:`
�;�.;
—Water Velocity—Max 8ft sec as per FBC 2017—R4501.6.3
y � P
234 gpm 0.03'
313 gpm
"*PRIOR
6'
4),21" TYp. WALL -3,000 PSI GUNITE
•;.=•:�':��::':•:,: ;;
—Pool Barrier to comply with
Section R4501.17 -6th edition FBC
THAT TOOLS
ARE
FOR REQUIRED REMOVAL
STEEL—TEX FORM
12"
—Skimmers Comply with FBC 2017—R4501.21.2
—Soil bearing capacity assumed 2,000psi @95% compaction•,
TRENCH DRAIN
TREADED
6" 11. FLOOR
3,000 PSI
GUNITE #;' `:.
• ' •
OR KRAFT WALL
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
(1)#3 COVE BAR @6" O.C.
12"
PAVERS
—Equipment Foundation 3'X7' conc. slab min 3.5" thick pour Ill
place ora precast equipment roved Hurricane Rated t ui t ads
p q p p
DERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
GRAVEL BE
TO PUMP
—
TYP. WALL
SECTION &
WELL POINT
FOOTER DETAIL
(NO SCALE)
(NO SCALE)
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
Q
0
N
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Feet Of Head
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO—STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
TO GRAVEL BED
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
#8 COPPER
TO GRID
HORIZONTAL INSTALL
#8 COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB -2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
3' TO 6' — 6" THICK WALLS W/#3 REBAR @12' O.C. EACH WAY WATER LEVEL
0' TO 3' — 8" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
9 ft.
6 ft.
3 ft.
UNDERWATER
LIGHT
J +.
J
POOL PATIO
SHALL
s..
;.. .. .. ;�,
21 gpm
SLOPE
43
GREATER
50 gpm
0.14'
2
�
82 Qpm
0.10'
2.5'
12 VAC FROM
17 gpm
0.09
3'
136 gpm 0.04'
181 gpm
.07'
POWER SUPPLY
234 gpm 0.03'
313 gpm
"*PRIOR
6'
534 gpm 0.02'
712 gpm
SIZE AS DETERMINED
Z
ON INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
BY LICENSED ELECTRICIAN
G IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
30 —
T TO SECURE SOILS FROM EROSION OR SETTLEMENT
DERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
N
a
CTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
THE POURING OF THE PATIO
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBIUTY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
10" MIN e.
4
.d
X
<
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE.
2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNITE 4000 P.S.I.
C mrn r► CN
(NO SCALE)
POOL FINISH
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
x32 CLjk1.".
CHNNNEV ��N
PIPING SCHEMATIC
' HAIR &
11NER
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8 Lj
32" CHANNEL DRAIN AND SUMP 2,5" POOL
25506-320-000
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flow rating for this suction fitting with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
Jandy Pro Series VS Flo Pro Series Pump
VS-FHP2.0 Performance Curves
100
90
80
70
3
so
50 -
�E
m 40
D
no 30
r 20
10
600rnm
0
0 10 20
LOW 32 gpm
40 50 60 70 80 90 100
WALLS
POOL PATIO
SHALL
s..
;.. .. .. ;�,
21 gpm
SLOPE
43
GREATER
50 gpm
0.14'
2
62 gpm 0.06'
82 Qpm
0.10'
2.5'
12 VAC FROM
17 gpm
0.09
3'
136 gpm 0.04'
181 gpm
.07'
POWER SUPPLY
234 gpm 0.03'
313 gpm
0.05'
6'
534 gpm 0.02'
712 gpm
SIZE AS DETERMINED
Z
BY LICENSED ELECTRICIAN
30 —
N
a
—
1" PVC
r
CONDUIT
"•.
e
SCHEDULE 40 PVC SLEEVE
22 Q
N
NO BONDING
•• `• ,:
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
x32 CLjk1.".
CHNNNEV ��N
PIPING SCHEMATIC
' HAIR &
11NER
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8 Lj
32" CHANNEL DRAIN AND SUMP 2,5" POOL
25506-320-000
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flow rating for this suction fitting with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
Jandy Pro Series VS Flo Pro Series Pump
VS-FHP2.0 Performance Curves
100
90
80
70
3
so
50 -
�E
m 40
D
no 30
r 20
10
600rnm
0
0 10 20
LOW 32 gpm
40 50 60 70 80 90 100
HIGH 106 gpm I
HYDROS 112 gpm
ALEXANDER
CUSTOM POOLS
DECK
3'-6"
FLOOR SLOPES
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLES 5.6.1
THRU 5.6.3
THE SLOPE OF THE FLOOR FROM
THE SHALOW END WALL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
1 ROW OF WATERLINE TILE
WATERLINE —
MAX 5,_0
'-0
7
#3 STEEL @ 12" 0/C E. W.
WALLS
LIGHT
J
SHALL
1'
NOT
21 gpm
SLOPE
43
GREATER
50 gpm
0.14'
2
62 gpm 0.06'
82 Qpm
0.10'
2.5'
39
17 gpm
0.09
3'
136 gpm 0.04'
181 gpm
.07'
4'
234 gpm 0.03'
313 gpm
0.05'
6'
534 gpm 0.02'
712 gpm
35
30 —
N
a
—
26 u
e
22 Q
N
17 a
a
'o
13 a
9
4
NNW
"mum
HNHHMfN
0
20 130
140
150
160
170
180
190
200
HIGH 106 gpm I
HYDROS 112 gpm
ALEXANDER
CUSTOM POOLS
DECK
3'-6"
FLOOR SLOPES
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLES 5.6.1
THRU 5.6.3
THE SLOPE OF THE FLOOR FROM
THE SHALOW END WALL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
1 ROW OF WATERLINE TILE
WATERLINE —
MAX 5,_0
'-0
7
#3 STEEL @ 12" 0/C E. W.
THAN 11"
16'-0" 4'-0"
2v'—v"
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: --- == --- ft__=_x 7.48(gal/Ft) = _________gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 5,600 _ gal / 180=__32+_________
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be-2.5—inch to keep velocity @ 8 fps max. at_117_gpm Maximum System Flow Rate.
Return Piping to be_ 2.5_inch to keep velocity @ 8 fps max. at_ 117—gpm Maximum System Flow Rate.
Main Drain Cover(____ SEE_ABOVE_____) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pipe Size
WALLS
LIGHT
J
SHALL
1'
NOT
21 gpm
SLOPE
6" THICK —7
GREATER
THAN 11"
16'-0" 4'-0"
2v'—v"
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: --- == --- ft__=_x 7.48(gal/Ft) = _________gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 5,600 _ gal / 180=__32+_________
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be-2.5—inch to keep velocity @ 8 fps max. at_117_gpm Maximum System Flow Rate.
Return Piping to be_ 2.5_inch to keep velocity @ 8 fps max. at_ 117—gpm Maximum System Flow Rate.
Main Drain Cover(____ SEE_ABOVE_____) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm
0.23'
1.5'
37 gpm 0.08'
50 gpm
0.14'
2
62 gpm 0.06'
82 Qpm
0.10'
2.5'
88 gpm 0.05'
17 gpm
0.09
3'
136 gpm 0.04'
181 gpm
.07'
4'
234 gpm 0.03'
313 gpm
0.05'
6'
534 gpm 0.02'
712 gpm
0.03'
Pump Model JANDY FLOPRO VS H.P. 2.70
Total H.P.=H.P.x service factor. l H.p. or more must be 2 speed or variable speed
Filter Make JANDY CS Size 200
Filter min. area based on 6hr. turnover flow rate pool gal. / 360 min. = Flow Rate
Divide G.P.M. by Cartridge = .375 or Sand =15 or D.E. = 2
Time Controller make ON PUMP Model
Controls must operate a minimum of two speeds.
The higher Sneed override is not to exceed one normal cvcle or 24 hrs. whichever is less
Determine Pipe Sizes: SPA HYDROSS ONLY
Trunk Piping to be_ 2.5 to keep velocity @ 8 fps max. at— 117_gpm Maximum System Flow Rate.
Return Piping to be--L51—inch to keep velocity @ 8 fps max. at_117_gpm Maximum System Flow Rate.
Main Drain Cover(____ SEE ABOVE _ _ ) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pipe Size
6 fps
8fps
1'
16 gpm 0,14'
21 gpm
0,23'
1.5'
37 gpm 0.08'
50 gpm
0.14'
2'
62 gpm 0.06'
82 QDM
0.10'
2.5'
88 gpm 0.05'
17 gpm
0.09
3'
136 gpm 0.04'
181 gpm
07'
4'
234 gpm 0.03'
313 gpm
0.05'
6'
534 gpm 0.02'
712 gpm
0,03'
DESIGNED FOR:
ALEXANDER CUSTOM POOLS
CASEY/CITOLLA RESIDENCE
13339 NW MAPLEWOOD RD
PALM CITY, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
R Pierce, FL 34982
(772)201-1634
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com
Total Dynamic Head
japq.Calculation Worksheet �eries
byZODIACn-
Company: LEXANDER Job #:0 Date: 6/12/2020
Job Name: CASEY/CITOLLA-HIGH SPEED I Address:
City/Town: State: FL Zip Code:O
Instructions: Data can only be added to the yellow cells. Steps #1 & 2 are for calculating Pool Volume In Gallons and for establishing a
turnover --in Gallons Per Mlnute (GPM). # the turnover rate Is already established, click on the GPM cell at the end of Srep #2 and input
flow rate, then proceed to Step #3. Pressing the RESET button will clear all Inputed information to start a new worksheet. Worksheet can be
saved to a file or printed for future reference.
Caution; Pressing the RESET tion., will clear all System TDH Calculation Results
yellow cells to start a new worksheet
• • Total Friction Loss in Ft. of 55 88
alculate Pool Volume: Water (TDH)
0 Total Friction Loss in PSI 24,19
0
6 hour turnover rate is required to comply with
- . •� APSP 15 and Title 24 Standards Versa Plumb Rarfurtion Recrrltc
alculate GPM & Turnover Rate in Hours:
Laos in Ft. Friction Lou in PSI
of Water
TO Reduction
10.00
0
6
360
106
rsa D
I System TDH With Versa
45.88
9.96 4.31
Z!i"
0.00
0.00
lumb
0.00
Plumb
1 System TDH with Versa
9.27
.a Co�U�wams
6 fps suction
velocity
required by APSP 15 & Title 24
Standards
Plumb
Calculate Total Length of Suction Pipe: (recommended velocity: 6 fps and below)
sy�tem GPM Suction Pipe Sim Velocity (ft.lsec.) Friction loss In R. Total Length of Friction Loss In Friction
Lem In
6 fps suction
1.5"
at System GPM
16,64
of water I ft.
0.580
ripe Ft. of Water
0.00
PSI
DAO
a€�
g3c, a
I
1.5"
2"
10.18
0.168
0.00
0.00
--
--
2"
2.5"
7.21
0.072
0.00
0.00
ywsa
Plumb S stem
2.5"
3'•
4.56
0.025
O,oO
0,00
Plumbs stem
3"
4"
2.65
0.007
0.00
0.00
4"
6"
1.17
0.001
0.00
0.00
J
3
6"
0.35
0.000
0.00
TOTAL 1 0.00 1
0.00
112
106
- - • M 8 fps return velocity required by APSP 15 & Title 24 Standards
alculate Total Length of Return Pipe: (recommended velocity: 8 fps and below)
011
TOTAL 0.00
0.00
Velocity (ft./mc) Friction
loss; in
Ft. Total Length of Fricbm Low in Friction
+ . '
8 fps return
velocity required by APSP 15 & Title 24 Standards
r7
"' mz 00
it y
1.5"
1.5"
16.64
0.580
10 5.80
2.51
O
1.5"
5.02
2"
fait;
0.168
0.00
0.00
2"
307
2.5"
7,21
0.072
02 664
2.88
U
2.5"
2.18
3"
4.56
0.025
0.00
0.00
3m
ws
3"
1.38
4"
2.65
0.007
0.00
0.00
P4z
4"
0.80
6"
147
0.001
0.00
0.00
(~ W E
6"
0.35
0.000
0.00
0.00
TOTAL 12.44
5.39
alculate Total Number of Pipe Fittings: (Input Total of each Size Fitting in Yellow Cells)
alculate Total Number of Pipe Fittings: (Input Total of each Size Fitting in Yellow Cells)
Fitting Size Standard 90- Long Radius 900 Tee (straight
St..d,,d 45- Elb- Insert Cupli.g Teo
(branch fl.wl
Friction Lose In
Friction Loss In PSI
rib..
rib..
6
Elbow
fl-)
fi-)
Friction Loss In PSI
Ft of Water
13.92
6.03
Friction Los. rin 13.92
Ft. of wate
000 0.00 0.00 0.00 0.00
2"
F t of Water
1.52
0.66
3
000 0.00 0.00 C CO 0.00
1.01
0.44
Friction Lola
Ft. of Water in 0.00 0.00 C.30 1.01 0.00 0.00
2.5"
9
1
3 2
Friction Lona
Ft. of Water in 0.00 0.00 0.00 0.11 0.00 0.00
6.80
2.94
Friction Less in 5.20 0.00 0.22 0.65 0.74 0.00
Ft, of Water
3"
3 2
Cs7
0.32
Friction less in0.74
Ft, of Water 0.57 0.00OD 0.02 0.07 0.08 0.00
O.OD
0.00
Friction Leas rin 0.00 0.00 0.00 0.00 0.00 0.00
F"of Wate
4"
0.00
0.00
Friction less in 0.00 0.00 0.00 0.00 0.00 0.00
0.00
0.00
Friction Los. in 0.00 0.00 0.00 0.00 0.00 0.00
Ft, of water
W
0.00
4"
Friction L. in 0.00 0.00 0.00 0.00 0.00 0.00
Ft. of Water
6•'
0.00
0.00
Friction les. in 0.00 0.00 0.00 0.00 0.00 0.00
0.00
0.00
FrictionL".. in 000 0.00 0.00 0.00 0.00 0.00
R. of water
0.00
6•'
Friction Less in o.00 o.00 o.Do o.oa a.oD D.oa
Ft. of water
0.00
0.00
TOTAL
21.74
9.41
Calculate Static Suction & Discharge Lift:
2 2.00 0.87
Select Jandy 3 -Way Valve
Straight Flow Size:
away Valve Input Number of Friction
pipe Sine 3 -way Valves
Laos in Ft. Friction Lou in PSI
of Water
I.V.check
0,00 O.OD
2"
0.00 O.oO
zs'
0.00 ..D1)
3••
02 D.oO
Step # 7
Calculate Exit Loss:
Input Sire ofInput Number of Individule Friction Lass in Friction Loss in PS
Return Eyeball Return Eyeball. Return GPM Ft of Water
Select Jandy 3 -Way Valve 9D° go -
Flow Size: Flow
Valve Input Number of Friction
EPNI
Loss In Ft. Friction I- in PSI
I.V.check
0,00 O.OD
2"
0.00 O.oO
zs'
0.00 ..D1)
3••
02 D.oO
Total 3 -Way Valve Loss
9.96 4.31
Select Jand Filter Type and Size:
Sdect Filt,, Friction Less in Friction Loss in
Ft. of water PSI
CS200 I 5.00 2.16
lett JandyBackwash Valve:
NLBV de Valve � MPV
V.1v. Ft. of Water PSI
None 0.00
Step # 13
Select In -floor Friction Lass in Friction Las. "a
Valve Ft. of Water P51
Select Jandy Check Valve
Straight Flow Size:
Straight
J ,rongh
3,waV Valve Input Number of
Pipe she 3-..y V.1--
Frktion Low
Ft, ofiffater
In Friction Low in PSI
L8"
0.00
D.DD
2"
o.OD
0.00
Z!i"
0.00
0.00
3"
0.00
000
Select Jandy Check Valve
90° Flow Size:
Check Valve InputNumberof
Pipe Size Chool, Val...
1.51'
i
Select
go°
Fricb.nL-in
ft. of W.tcr
0.00
l- J Plow
Fucti.n L.. in PSI
0.00
2"
0.00
0.00
2.5"
0.01)
0.00
0.00 0.00
TDH
Reduction
Total Check Valve Loss
0.00
0.00
jar"'
T and Size:
Fri.- Low in Friction I in
Ft. of Water PSI
AE3000 I0.00
Select AquaPure Salt Cell:
S
AP700180' 1 1.56 1 0,68
jand =y
�7 Pro Series
byZODLAC'
-
Total Dynamic Head
japq.Calculation Worksheet �eries
byZODIACn-
Company: LEXANDER Job #:0 Date: 6/12/2020
Job Name: CASEY/CITOLLA-LOW SPEED Address:
City/Town: State: FL Zip Code:O
Instructions: Data can only be added to the yellow cells. Steps #1 & 2 are for calculating Pool Volume In Gallons and for establishing a
turnover rate in Gallons Per Mlnute (GPM). tithe turnover rate Is already established, click on the GPM cell at the end of Srep #2 and input
flow rate, then proceed to Step #3. Pressing the RESET button will clear all Inputed information to start a new worksheet. Worksheet can be
saved to a file or printed for future reference.
Caution; Pressing the RESET tion., will clear all System TDH Calculation Results
yellow cells to start a new worksheet_
F• • Total Friction Loss in Ft. of Q,77
ERRY Volume: Water (TDH)
0 Total Friction Loss in PSI 4,56
0
6 hour turnover rate is required to comply with
- . •� APSP 15 and Title 24 Standards Versa Plumb Rarfurtion Recrrltc
alculate GPM & Turnover Rate in Hours:
+'wYFy
Friction Laos in Ft, friction Lou in PSI
of Water
1.51'
0.00 0.00
2"
0.00 0.00
z.s'•
1
0.00 0.01)
3•'
0.00 0.00
TDH
Reduction
1.50
0.00
6
360
32
��j
1 System TDH with Versa
9.27
.a Co�U�wams
6 fps suction
velocity
required by APSP 15 &Title 24 Standards
Zi W U
Plumb
Lem In
6 fps suction
velocity required by APSP 15 &Title 24 Standards
of water I ft.
0.642
ripe Ft. of Water
0.00
Calculate Total Length of Suction Pipe: (recommended velocity: 6 fps and below)
sy�tem GPM Suction Pipe Sim Velocity (ft.lsec.) Friction loss In R. Total Length of Friction Loss In Friction
Lem In
a€�
g3c, a
I
1.5"
at System GPM
501
of water I
0.063
ft. ripe Ft. of Water
0.00
PSI
0.00
--
2"
3.07
0.018
0.00
0.00
verse
--
2.5"
Z.18
0.008
0.00
0.00
ywsa
Plumbs stem
3"
1.38
0.003
O,oO
0,00
4"
0.80
0.001
0.00
0.00
J
3
6"
0.35
0.000
0.00
0.00
112
B fps return velocity required by APSP 15 & Title 24 Standards
alculate Toial Length of Return Pipe: (recommended velocity: 8 fps and below)
011
TOTAL 0.00
0.00
Velocity (ft./mc) Friction
loss; in
Ft. Total Length of Fricbm Low in Friction
+ . '
8 fps return
velocity required by APSP 15 & Title 24 Standards
r7
"' mz 00
it y
1.5"
32
alculate Total Length of Return Pipe: (recommended velocity: 8 fps and below)
Return pipe Size Velocity (ft./mc) Friction Ics; in Ft. Total Length of Fribm Low in Friction
Low in
2.78
O
1.5"
5.02
0.063
10 0.63
0.27
0.00
E-
2"
307
0.018
0.00
0.00
3-25
� P4
U
2.5"
2.18
0.008
02 0.72
0.31
0.00
3m
ws
3"
1.38
0.003
0.00
0.00
0.00
P4z
4"
0.80
0.001
0.00
0.00
0.00
(~ W E
6"
0.35
0.000
0.00
0.00
6.03
m
MAW
alculate Total Number of Pipe Fittings: (Input Total of each Size Fitting in Yellow Cells)
W O
on
TOTAL 1.35
0.59
rib..
Elbow
alculate Total Number of Pipe Fittings: (Input Total of each Size Fitting in Yellow Cells)
fl-)
on
Friction Loss In PSI
8.90
rib..
Fit-
2"
R-)
F t of Water
1.52
0.66
Friction less in
Ft. of water 1152
000 0.00 0.00 C CO 0.00
2"
Friction Lona
Ft. M Water in 0.00 0. 30 0.00 1.49 0.00 0.00
2.5"
10
3
0.11
0.05
Friction Lona
Ft. of Water in 0.00 0.00 0.00 0.11 0.00 0.00
2.5"
9
3"
1
3 2
Cs7
0.32
Friction less in0.74
Ft, of Water 0.57 0.00OD 0.02 0.07 0.08 0.00
3"
Friction le..in 0.00 0.00 0.00 0.00 0.00 0.00
PI, of Water
0.00
0.00
Friction less in 0.00 0.00 0.00 0.00 0.00 0.00
F"of Water
4"
W
0.00
4"
Friction L. in 0.00 0.00 0.00 0.00 0.00 0.00
Ft. of Water
z
0.00
0.00
Friction les. in 0.00 0.00 0.00 0.00 0.00 0.00
Ft. of Water
6•'
0.00
6•'
Friction Less in o.00 o.00 o.Do o.oa a.oD D.oa
Ft. of water
0.00
0.00
Friction less in 0.00 0.00 0.00 0.00 0.00 0.00
Ft. of water
TOTAL
30.63
13.26
TOTi4L
2.37
1.02
I- . 4:1111111111
Calculate Static Suction & Discharge Lift:
2 2A0 I D.87
MERMT-Im
Select Jandy 3 -Way Valve
Straight Flow Size:
away Valve Input Number of
Pipe Size 3 -way Valve.
+'wYFy
Friction Laos in Ft, friction Lou in PSI
of Water
1.51'
0.00 0.00
2"
0.00 0.00
z.s'•
1
0.00 0.01)
3•'
0.00 0.00
Step # 7
Calculate Exit Loss:
Input Sire of Input Numtier f Individule Friction Lasa in Friction Loss in PS!
Return Eyeball Rehm Eyeball. Return GPM Ft of Water
Select Jandy 3 -Way Valve 9D° go -
Flow Size: Flow
check Valve Input Number of Friction
Loss In Ft. Friction Low in PSI
1.51'
0.00 0.00
2"
0.00 0.00
z.s'•
1
0.00 0.01)
3•'
0.00 0.00
Total 3 -Way Valve Loss I
0.84 0.36
Select Jand Filter T e and Size:
Ft. of water PSI
CS200 1 0.75 0,32
lest Jand Backwash Valve:
I NLBV tde Valve � MPV
Sek,ct El ckwwh Friction Low in Friction Loss ' in
V.1v. Ft. of Water PSI
None 0.00
Step # 13
Select In -floor Frimon Lassm Friction Lossin
Valve FL of Water PSI
Select Jandy Check Valve
Straight Flow Size:
Straight
J sough
3,waV Valve Input Number of
Pipe she 3-..y V.1--
Frktion Low
Ft, ofiffater
In Friction Low in PSI
L8"
0.00
0.00
2"
0.00
0.00
Z!i"
0.00
o.oD
3'
0.01)
0.00
Select Jandy Check Valve
90° Flow Size:
Check Valve InputNumberof
Pipe Size Chock V.Iv..
9W
Frich,n1=rn
ft. of W
0.00
l- J Plow
Fuctm, L.. in PSI
0.00
2"
0.00
0.00
2.5" 1
0.01)
0.00
ISystem TDH with Versa42.04
Total 3 -Way Valve Loss
3.63 1.57
Total Check Valve Loss
0.00
0.00
i
Select Jand Heater TM and Size:
Fricbm Low in Friction Low in
Ft. of Water PSI
AE3000 1 3.00 1.30
Select AquaPure Salt Cell:
S
AP700180' 1 OAB 1 0.20
jand =y
�7 Pro Series
byZODLAC'
-
Total Dynamic Head
japq.Calculation Worksheet �eries
byZODIACn-
Company: LEXANDER Job #:0 Date: 6/12/2020
Job Name: CASEY/CITOLLA-HYDROS Address:
City/Town: State:1 FL Zip Code:O
Instructions: Data can only be added to the yellow cells. Steps #1 & 2 are for calculating Pool Volume In Gallons and for establishing a
turnover rate in Gallons Per Mlnute (GPM). tithe turnover rate Is already established, click on the GPM cell at the end of Srep #2 and input
flow rate, then proceed to Step #3. Pressing the RESET button will clear all Inputed information to start a new worksheet. Worksheet can be
saved to a file or printed for future reference.
Caution; Pressing the RESET tion., will clear all System TDH Calculation Results
yellow cells to start a new worksheet_
• • Total Friction Loss in Ft. of 52.54
alculate Ptml Volume: Water (TDH)
0 0 Total Friction Loss in PSI 22.74
6 hour turnover rate is required to comply with
- . •� APSP 15 and Title 24 Standards Versa Plumb Rerfurtion Recrdts
alculate OPM & Turnover Rate in Hours:
+'wYFy
Friction Laos in Ft, friction Lou in PSI
of Water
TDH Reduction
10.50
=T7
6
360
112
nl
ISystem TDH with Versa42.04
Total 3 -Way Valve Loss
3.63 1.57
P2"
7
0.00
0.00
mb
0.01)
Plumb
go
'M m
.a Co�U�wams
6 fps suction
velocity
required by APSP 15 &Title 24 Standards
Zi W U
Calculate Total Length of Suction Pipe: (recommended velocity: 6 fps and below)
Sy�tem GPM Suction Pipe Sim voloclity, (ft.lsec.) Friction less, In R. Total Length of Friction Loss In Friction
Lem In
1.5"
at System GPM
17.58
of water I ft.
0.642
ripe Ft. of Water
0.00
PSI
000
AOA
a€�
g3c, a
I
2"
10.75
0.187
0.00
0.00
--
2.5"
7.62
0.080
0.00
0.00
verse
Plumb.,
stem3"
3"
4.81
0.027
O,oO
0,00
w a Pig
4"
2.80
0.007
0.00
0.00
6"
1.23
0.001
0.00
0.00
J
3
a
W
TOTAL 0.00
0.00
112
B fps return velocity required by APSP 15 & Title 24 Standards
alculate Toial Length of Return Pipe: (recommended velocity: 8 fps and below)
011
Return Pipe Size
Velocity (ft./mc) Friction
loss; in
Ft. Total Length of Fricbm Low in Friction
Loso.n
WA
00
� Ua
04
Ur.W
r7
"' mz 00
it y
1.5"
17.58
0.642
10 6.42
2.78
O
U
2"
10.75
0.187
0.00
0.00
E-
2.5"
7.62
0.080
94 7,52
3-25
� P4
U
3"
4.82
0.027
0.00
0.00
3m
ws
A �O
N
411
2.80
0.007
0.00
0.00
P4z
g o�
n���
6"
1,23
0.001
0.00
0.00
(~ W E
G7
O N
.y E -F
TOTAL 13.94
6.03
m
MAW
alculate Total Number of Pipe Fittings: (Input Total of each Size Fitting in Yellow Cells)
W O
on
Friction Loss In PSI
E"
rib..
Elbow
z
fl-)
p,,Z O
F t of Water
20.56
8.90
Friction Lose in
Ft. of water 20.56
0.00 0.00 0.00 0.00 0.00
2"
m
a+
C E
J
4
A
1.49
0.65
Friction Lona
Ft. M Water in 0.00 0. 30 0.00 1.49 0.00 0.00
2.5"
10
w
4 3
�o
8.58
3.71
Friction toss in
Ft, of Water 6.40 0.00 0.00 0.96 1.22 0.00
3"
N
Cs7
0.00
0.00
Friction le..in 0.00 0.00 0.00 0.00 0.00 0.00
PI, of Water
4"
W
0.00
0.00
Friction L. in 0.00 0.00 0.00 0.00 0.00 0.00
Ft. of Water
z
6•'
0.00
0.00
Friction Less in o.00 o.00 o.Do o.oa a.oD D.oa
Ft. of water
TOTAL
30.63
13.26
_= 41:1111111111
Calculate Static Suction & Discharge Lift:
2 1 2.00 0.87
MERMT-Im
Select Jandy 3 -Way Valve
Straight Flow Size:
away Valve Input Number of
Pipe Size 3 -way Valve.
+'wYFy
Friction Laos in Ft, friction Lou in PSI
of Water
1.5^^
o,00 o.ao
2"
0.00 0.00
z.s" 1
0.00 0.01)
31' 1
0.00 0.00
Step # 7
Calculate Exit Loss:
Input Sire of Input Numtier of Individule Friction Loss in Friction Low in PSI
Return Eyeball Return Eyeballs Return GPM Ft. of Water
Select Jandy 3 -Way Valve 9D° go -
Flow Size: Flow
check Valve Input Number of Friction
EPNI
Loss In Ft. Friction Low in PSI
1.5^^
o,00 o.ao
2"
0.00 0.00
z.s" 1
0.00 0.01)
31' 1
0.00 0.00
Total 3 -Way Valve Loss
3.63 1.57
"Select Filter T e and Size:
S,IeaFilt,, Friction Less in Friction Loss in
Ft. of water PSI
None I 0.00 0,00
lett Jand Backwash Valve:
NLBV td. Valve MPV
V.1v. Ft. of Water PSI
None 1 11 0.00
Step # 13
Select In -floor Friction Lass in Friction Lass
Valve FL of Water PSI
Select Jandy Check Valve
Straight Flow Size:
Str.ight
J sough
3,waV Valve Input Number of
Pipe she 3-..y V.1--
Frktion Low
Ft, ofiffater
In Friction Low in PSI
2.5"
0.01)
0.00
W FN
0.00
D.Da
P2"
7
0.00
0.00
0.01)
0.00
Select Jandy Check Valve
90° Flow Size:
Check Valve InputNumberof
Pipe Size Chool, Val...
1.5^'
go,
Fricb.nL-in
ft. of W.tcr
o.ao
l- J Plow
Fucti.n L.. in PSI
O.oD
2"
0.00
0.00
2.5"
0.01)
0.00
W FN
Total Check Valve Logs
0.00
0.00
Step # 10
Select Heater Fricbm Lou in ^Friction Low in
Ft. of Water PSI
Sten # 12
Select AquaPure Salt Cell:
o-
180-1.-11 go- Install
None O.Op
JanqY,,,,,s
C'-
ii o �
o
O OZ�O �o OGS
oz
a5 oo
U6 wz
oo
a
IH z
3�'3
W FN
N�3
in3
�
go
'M m
.a Co�U�wams
a
Zi W U
z
Q U
AOA
a€�
g3c, a
I
Qct zo
�AA
3oWo
aso
�N
m� j00 aW
I -a ww
E
z W
w a Pig
w
x c
►� W
J
3
a
W
178
011
W
U
WA
00
� Ua
04
Ur.W
r7
"' mz 00
it y
P.
W C4 U
F Fin
O
U
COU
mtD
E-
m�
U
U
170
� P4
U
Z
3m
ws
A �O
N
d
E--
W
P4z
g o�
n���
�� ��
Eg
V Few
0:
WA f�
N _ o
(~ W E
G7
O N
.y E -F
Lt:7
zz
m
MAW
W O
� r_
M 04
E"
E z
z U
z
a p
p,,Z O
�^
04
G4 U
m
a+
C E
J
mQD
rn W
O O
A
CN
o
o W O
CD
w
U
�o
W
gin�zo
EU
N
Cs7
M
CQ
W
W
z