HomeMy WebLinkAboutBUILDING PLANSL""T
VV. Ljn"L4
—1 IT
'ORM W. W�iNSf. iER
j 'i x
Q004AER
MAIN DRNKI
HYDROJETS
RETURNS
POOLSWE:Ep
CHLORINATOR
CHLORMNE
FILTER
_0
H
p PUM'p
ya
A.,
p
4-7-1,2
2m
•
4
i'LE CAP!_____- -FLAT:-
" PS
:TE: OVERPOUR:
-,-,,--TOP OF WALL;
-TOP Of SKIMMFF1____
AW aft & a a-
VY� L�ri72'7_
C
-"1:J' Lwp�
-777
?
A 2.5"-SPA MIN DRAIN
2.5"-HYDROS
2"-MAIN DRAIN
yz
RETURNS
APPROXIMATE IN GALLONS:
By- ------ --
I iC!TY/COUNTt77 "!7E'-1'
xx. 011111111111/f/
N� ALL Roo
4$
2
08-25-2021
(STATE
AL
A M. Randall Rodgers, P.E.
#
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
772) 201-1634
V
TELEPHONE HOS.
t
20
DRAM BY -
LAN SCALE %".Vor-
PGS
OF (7
SWIMMING POOL
I�OR
-Pool construction complies with FBC 2020, ANSI-7, ANSI-15
-Water Velocity -Max 8ft/sec as per FBC 2020-R4501.6.3
-Pool Barrier to Comply with Section R4501.17-7th edition FBC
-Skimmers comply) with FBC 2020-R4501.21.2
-Soil bearing capacity assumed 2,000psi @95% Compaction
-Equipment Foundation SO' cone. slab min 3.5" thick pour in
place or approved Hurricane Rated precast equipment pads
-Water Heating equipment to comply with FBC 2020-R4501
WHEN PROVIIDED
SHALL. BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
( Nil SCALE)
N(�TF REiKNE I= �
HELL PANT Rl1G FROM MAIH
GRAN a ATGCH AM. PtIA' avEilP"
LIE WIEN fiFfm POOL i�
6"x
GRATE SHALL
BE SECURED iN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
Y' PER FT. MN SLOPE
OR GP TILE
6' TILE •~ ¢
e SLAB
INiER�R 2500 FIBER MIX
FINNSFI 4)1 * TYP. WALL-3,000 PSI GUNiTE
STEEL-TEX FORM
OR KRAFT WALL
-6.TYP_
TRENCH DRAIN FLOM f 3 41 IL W-U.W.
_ NOTE: FOR DEPTHS
f: GREATER THAN 6' ADD
PLUG (1)13 COVE BAR @6O.C.
GRAVEL TO PUMP
TYP. WALL SECTION & WELL POINT
OVERPOUR OR CAP TILE
WHERE APPLICABLE
6'x6' TILE
SPA BENCH 18'
BELOW WATER LINE
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
!6 ARE REQUIRED
Of Yachwm (in HNg) X 1.13 FOR REMOVAL 6" TYP_
Pressure (PSI) X 2.31 FLOOR
Feet Of Head Feet Of Hem
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR ANAL INSPECTION
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC REIJEF
DEVICE INSTALLED IN
AREAS THAT EXCEED l'
WATER TABLE IN SHELL
TRENCH DRAIN
2" POOL
2.5" SPA "-
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 47 THIM WALLS W/13 REBAR 012" O.C. EACH WAY
S TO V - 6 TfICK 1W . S W/#3 ltEBAR 012- QC. EACH WAY
0' TO S - 8' THICK WILLS W/#3 NEWR 012' O.C. FJYCH WAY
9 ti
J -
r'f
!Y,,jj.Y111i1I
J
.M
1. ALL STEPS AND SWWLIT BENCH EDGES
WILL HAVE 2x6 CAPTI.E BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISI IR
2. HANWHOI.D TO iE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
1 . 1"'rt �:•i" f
W
0
0
o_
3 fL
flcCS
fl�
OWMNITION INTO THE ANGLE OF REPOSE 1S ALLOWABLE PROVIDED_
* SHORING IS IVSTA M AT EXCAYATIONf NO SHOO SHOULD 1E
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETLEWNT
* NO WERMNING OCCIJtS OR ENGINEER APPROVED F ANY DOES
* COMPACTION PACtION TEST OF THE BA TILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PAW
4. -
4 10 LMN(T V .�
f ."
I- TREAD IS MN OF IT WINE
2. BOITOM & TOP RISERS MAY VARY N tEOff
3. RISER NOT GREATER THAN 12' EXCEPT BOTTOM
STEP WHERE DEPTH IS 4' OR GREATER
4. ALL STEPS TO BE SOLI) GRATE 3000 PS.L
5. SLIN SHELF CAN BE DESIGNED AS 1ST STEP.
6. A BENCH CAN BE DESIGNED AS 2ND STEP.
STEPS
(NQ SCALE)
�T
L- 4' SLAB
25M PSI FAR MIX
4j' TYP. WALL-3000 PSI GUNITE
- STEEL-TEX FORM
OR KRAFT WALL
13 0 12' O.C.B.W.
i$ TO PUMP
SPA WALL SECTION
(NO SCALE)
VENT LINE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25' MAX
WET LENGTH
TO JET 't :
PUMP ;
32' CHANNEL
TO AIR DRAIN
VENT �.
TO ALTER
PUMP
7 _ TO AIR
VENT
SPA DETAIL
(NO SCALE)
POOL LIGHT
JUCTION BOX
Z cfl POOL PATIO
� `« +.t•.t 4 �'� s IultUltult
Z - 12 VAC FROM
g := POWER SUPPLY
SIZE AS DETERMINED
_ .. BY LICENSED ELECTRICIAN
YARD BY
EOUIPMENT
\- 1- PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(ND SCALE)
FEAIM
CHLORINATOR FILTER
i
HEATER
BY-PASS
100
SV
3
0010ai
PIPING SCHEMATIC
Pw w/ HAIR &
LINT SUM14 R
RW W/ HAR &
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL aBLEr CMP 25506-32X VGB
PER FRC4501.& COMPLIANT 32" CHANNEL DRAIN
COMPLIANT w/107.2.1 OF THE
2020 FLORIDA BMW CODE
LISTED TO ASIE/AN9 A11z19.8 Li U
32" CHANNEL DRAiN AND SUMP 2" POOL
25506-320-000
*THREE 2' SOCKET x 2.5' SPIGOT PORTS 2.5" SPA
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
n4APO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PtA�
The mom urn flow rating for this suction fitting with the center port plugged o d outer parts
open is 308 GPM (floor) o d 212 GPM (wol) when using 2.5- plumbing and 268 GPM (flow)
and 192 GPM (wd) when using 2' plumbing. The maximum flow rating for this suction
fitting with the outer ports phrgged and the center port open is 200 GPM (floor) and 168 GPM
(wail) when using 2.5' plumbing and 184 GPM (Hoar) and 176 GPM (wdi) when using 2' plumbing.
Jandydy FloPro Series Pumps
Max -Rated tFHPM) POOL
roof D r- w d fbmds Aer �}ua+o f
{neat err W", PrN
_1 rIV1 r 7 .J VF_ Iy]
Jandy FloPro Series Pumps
Max -Rated IFHPW) SPA JETS
your IFy,-+k•Pa de Ft, Sq-- n�
{Teel of v tern psla
DECK 1 ROW OF WATERLINE TILE
3' - 0" WX WATERLINE
10
;_
t 13 STEEL ® 12' O/C E.W_
�. 6' THICK
FLOOR SUES
AmR arrE cta� a
I1FJiSOX tIFOIii MO
COLFLY WiFi AHliaiS 541 TW SIZE OF THE RM HAfNN
W-0" 1 5. 3 TW swaf ETD W
tares nE IEEe AI€ll strt>_
10 EMM 1 E801 N 7 EOa
2'-0"
20'-0" 4'-(
J2' V"
TYPICAL SECTION THRU POOL
(NEI SCALE)
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL PUMP
1. Calculate Pool Volume: --- ft --- x 7.48(gal/Ft) = ----- gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 13,000 gal / 420 = 32 + XXX - XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2 inch to keep velocity @ 8 fps max. at 82 gpm Maximum System Flow Rate.
Return Piping to be-2 inch to keep velocity @ 8 fps max. of 82 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
PuM Model JANDY FLOPRO 2 SP H.P. 1.5
Total H.P: H.P.x service tactor.1 Hp. or more must be 2 speed or vaiabfe speed
Filter Make DANDY CS Size 100
Filar min. area based on W. turnover low rate pod gal 136D min. = flow
Divide G.P.M. by Cadridge = .375 or Sand =15 or D.E = 2
Time CorAroler make N/A Model -------
Con trots must operate a nmeluxn of two speeds.
The h4w speed override is not to eameed one nomiaf cede or 24 hrs. whichever is less
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 q
IM 0.14'
2'
62 gpm 0.06'
82 gpm 0.10'
2.5'
88 gpm 0.05'
117 gpm 09'
3'
136 gpm 0.04'
181 gpm 0.07'
4` 1234
gpm 0.03'
313 gpm 0.05-
;.I
S34 gpm 0.02' 1
712 gpm 0.03'
Determine Pipe Sizes: JETS ONLY
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 now Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model JANDY FLOPRO H.P. 1.5
Total H.P.=H.P.x service factor. ) Rp. or we inust be 2 speed or variable speed
Make N/A Size ---
Filter mil area based on 6Iv. t wvm law tate pod gat. /360 matt = flow Rate
Divide G.P.M. by Cartridge = .M or Sand =15 or D.E. = 2
Time Controller make�A Model - - - - - -
Controls nisi operate a nwnirxxn of two speeds.
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 0.10'
2.5'
88 gpm 0.05'
117 gpm 0.09
3'
136 gpm 0,04'
181 gpm 07'
4'
234 gpm 0.03'
1534
313 gpm 0.05'
6'
gpm 0.02'
712 gpm 0,03'
DESIGNED FOR:
LOUDEN POOLS
ROCIIE RESIDENCE
2744 S BROCKSMIM RD
Ff PIERCE, FL
,DP►LL Rpm
•Z- �P C E IV
M a*U R0% &12 :*
M License No.
ROI 14riwood Drive
08--25-202 1 ':� ' FL 349P
I -AT
***ELECTRIC NOT INCL DED***
PREPARED BY: $MEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES
(772)201-70 6o>~�evN 3
Total Dynamic Head Jan0)crics
Calculation Worksheet
Company:(LOUDEN Job #:I�J Date: 8.�2372027
Job Name. .00HE-H1Gh" SPEED Address.j_� ^�
City:=Townr State:'i FL Zip Code:
Instructions: Data can only be added to the Yalta A, cells- Steps #t B 2 are for calculating Poor Volume in Gallons and for establishing a
tumover rate in Gallons Per Minute (GPMj- If the turnover rate is already established, click on the GPM cell at the end of Step #2 and input
flow rate, than proceed to Step #3. Pressing the RESET button will clear all inputed informatioo to start a new worksheeL Worksheet can be
saved to a fife or printed fort Pure refeance,
first wto ? a.• a;: System 701-1 Calculation Results
ye€l r_ellstostra+-.eww�.rsti et.
TOW Fdcfm toss in Ft. of 52.94
akufate Pool Volume: water (TOOL►
D o ToW FrkOon Liss in P51 22.92
r rate is eq. I.ed to >Mpiy arty;
APSP 15 and T'Mr, 24 11annxrn, Versa Plumb Rodttcfinn Ros» /ts
akufate GPM d TumsVll
TON
Reduction 6.50
0 a6a
6 73
syn,n Tot, with Yersa 46.44
Plumb
6 fix 5Lt£'t'et+n v27e-vyty rE R[.{:d f4v APSP t F & TitFr+ ?3. Sf3Rilard5
Caku date oral length of Suction Pipe: (recommended velocity
6 fps an w)U.
�
a: ref.
µ
J
r" u r fit
.s V
1.5" 46 0�<"51
7 C7 000`
+.
25" 4.96 0.ws
0-00 O.W
v4rsaPwro ,...
3" 214 0.012
000 OVI)
4" 1.83 0.003
0.00 0.00
6" 080 C 3C.^x
:l C3 O.W
VWAI. 0.00 1 0.00
return velocity
akufate Total Length of Return rec
73 g (
required by APSP 15 & Title 24 Standards
v etotity: fps and below)
>
1'r
+ +X
24 �
c,25
L5" 11.46x
291
2" 7.n1 0.08-'
�25"
19.'. 16.05 E. 95
4.96 0036
0.00 J_CJ
3" 3.14 0.012
0.00 O.W
4" t.83 0.003
0-m 0.00
lcn
0,00
TOTAL 18.95 8.20
akorate Total Number of Pipe Fittings (input Total of each Size Fitting in Yellow Cells)
-t
t
a *t
..
. �4.4
v
,.
e
•>w+e '
.. a
3.
6.98
15"
5
3..2
�x twaterin
6.08
r_3C
:76
0.00
CC)
i.Cr
2"
3
2
7.65
3.31
Frytwin
R, of water
:.5+'
.,.-.
O.t3+i
0.51
0.73
O.W
2-5"
0.00
Fr:man toss in
C C
_C
0.00
0.00
O.W
0.00
R. of Wattt
3"
C-3C
i_CJ
Friction Ft of water Lassen
C.4C�
,.. i..
O.oO
0W
0.00
O.W
4"
Friction I- in
C-Do
G._•C
0.01lr
O.W
O.W
0.00
Ft.af Water
6"
'
`"`°°" "• •
FL of water
6. W
c c
0.00
0,00
oAo
0.00
T '"'�
14.63 6.33
akufate Static Suction Lift
orate Exit Loss:
r,v 4 r f
:.
2.00 0,,87
3 24
1.82 0.70
8ittelMeer�lc
isish
f
kk r a
4
pp w
1 5"
0.00 0.00
2"
3.36 1.45
2.5"
O.00 goo
3"
O.00 0.00
Ilia lict .Gwti� 3 YTay Valve 90'
90
RDaiv Sue:
f iew
h s7% Y
s
i 2 a
r w <
1" 4 F t
1.5"
o_ao 0�00�
2"
0.00 000
2.5"
1100 0.00
3"
8.00 0.00
feeMBiMwlli@ielaLOW ,
3.36 1.45
Select an Fatter
CS ur 290 t26»
Select Jandy Backwash Valve:. i
TltRV v yal "', MPV
. 4 1
Wien. ( I coo
lee" Caretaker In -floor Valve
a tl t v T
Ncnc 0.00
Select Jandy Checlir"ve :
6Uaight a rrnigh S
Straght Flow SiM
t
r
Ui it z,rf
t "
t,
`Xx _ u' �5
aR"
3 p
slr5
lino x*�'a..'
,tea
L5'
0.00
0.00
2"
0,00
0.00
2 5"
0.00
0 00
3"
OAO
D.00
Select Jointly Chedt Vah o
ye, '=L1 Z j
90" Flow Size:
iron
.4
4'
,loin," e
.n'«v1s v*
•,� ,-'ss,,.
v,
00
0-00
0.00
0,00
0.00
_
• 0.00
TCltxlt VtiNe Lots
OAO
0.00
ect Jandy Heater rArAod Size:
I s3
s
t J
1 8.32 1 3.60
Select AquaPure Salt Cell:
7
WISO- tnstail 90 install
A »rJ 's"' 1-16
anq
--� Pra Series
Total Dynamic Head janqPy'1,,1,
Calculation Worksheet ries
_�
Company. OfJOEN Job #:[_ Date. 8/29/2021
Job Name. E-I.OW SPEED I Arft -.f -
Ciry.?own. Swsf.' Zip Code:[ f
Instructions: Data can only be added to the yefbw cells. Steps #16 2 are for calculating Pool Volume in Gallons and for establishing a
turnover rate in Gallons Per Minute (GPM). ff the turnover rate is already established. click on the GPM cell at the end of Step #2 and input
flow ate, than proceed to Step #3. Pressing the RESET button will clear all mputed information to start a new Worksheet. Worksheet can be
saved to a file or printed for future reference.
Cauttdn: k''ressi y t r*,>c '10.: wi liar ..i System YDH Calculation Results
yellow cells to star,' a ew worksheet.
Total Friction Loss in Ft. of 12.78
akulate Pool Volume Total
ITDH)
° Total Friction Logs inM 5.53
o a
F hour tor;,
APSP 15 and Title 24 Standards Versa Plumb Reduction Results
akufate GPfA 6 TurtleVer -
TW Reduction 1.50
0 6 360
32
sy>ueln TM "1' Auer, 11.28
'r.•:' : - fi , s 1x'-.%nr v i.Y6ty et°: ;-e 1,
aiculate Total Length of Suction Pipe: (recommended velocity: 6 ps and below)
W-NIVER3.
I'
t
t
P
d d
n
8
s
2" 3.07
r7,s
0 C-11 0.01) •-
2.5" Z18
C.3C5
_ #
000 0.00 vwxa vwne #
a" 13b
C_acs
0.00 000
4" 0.80
C.rC1
Goo 0.00
6" 0.35
E.360
3 rr C 1
.TOTAL 0.00 0.00
8 fps return velocityrequired by APSP 15 1. Title 74 St'andard•
akulate Total Length of : (rec velocity: 8 fps attd be orv}
/d
tat
�r R (
:Z 1 r
�
. " ,.
5.02
C 363
c 063
2" 3.07
r"S
1g- 3.48 1�!
2a 218
0.008
MOO 003
0" I'm
0.003
0.00 0.00
4" 0.80
0.007
0.00 0,00
f" 0.35
1 0-OW
0.00 Goo
WTAL 4.11 1.78
akWate Total Number of Pipe Finings: (Input
Total of each Size Filling in Yellow Cells)
.�z.
x,
`-""•,
`
52
3 bo
Fri ti- L.
Ft of Aatern
��
C,OC
C.CG
0.00
0.00
-'-
0.00
2"
4
3
2
-z
Friction .te,
f
-.
0.00
0.18
0.11
0.16
O.FL W
Z5"
FIt. f W.tt,'
Ft of water
C.3C
0.00
0.00
0.00
O.W
0.00
3"
C_CC
'JC.0
Friction Water ossin
Ft. of W
CDC
0.00
0.00O.W
0.00
0.00
4"
F,icU,,t ss in
Ft. of Water,
--"
O.W
O.W
O.W
O.W
O.W
6"
C.3C
_ .-
Friction Los in
Ftofwacsr
C.or
I
0.00
0.00
0.00
0.00
000
._.
TOTAL 3.18 1.37
[CAculateStaticSticlionAVA aMetilt"'-"
alculate Exit Loss
y
x 0
r-. -�x,w
z
4 6 r..<. °
2.00� 0.87
i0.00
R
i0lr rJartA)j , VMss
rat" raogb
t_6"
C
8
�OAO
°t .4
0�00
2-
2 5"
OAO
0.00
3"
GAO
OAO
Select Jandy 341ra1y Valve 90°
go -
Flow Size:
Flow "
L
n
i
x
ryia
0 00 000
2"
000 000
2.5"
0.00 O.DO
T
0.00 0.00
T4T813 ry Valve 1.
0.54 0.23
elect Jandy Filter Type and Size
R
xx. n 'vi
:t�.. 1+F v `Yv.
S CC 075 0.32
Select Jandy Backwash Valve:
NL8
d=
Yaiv
�k",f MW
None
coo
elect Caretaker In floor Valve
None 000
Sdect Jandytttec*Verve :
tratgi,t
�� h
Straight Flow Size:
d �
� 17
�
k€
v 3
W d
4n.f+iA 1 n ,
0.00
00o
1.5"r
2"
0.00
0,00
0.00
0,00
3"
0,00
0.00
Select Jandy Check Valve
ya., '�,7 rior
90" Flow Size:
L
1.
A
a'
Y {
Z sf
z
"
16"
000
coo
Tv
--
0.00
000
2.5"
0.00
0.00
Total Check 'Valve Loss
0.00
0.00
Sellet Jandy Heater Type and Srze
7
s`
4:
1 74 r0.75
Select AquaPure Salt Cell:
�..
+aw j.o..ras+
ISO Install 510 install
-�C'K 0,46 020
JaP,_ Pro Series
by2OOL&C
Total Dynamic Head
Calculation Worksheet Jan4PMY�eries
by
Company; OUDEN --� Job #:0 L7ate.�
Job Name: ROCHE-SPA Address.-F-
City?owtr:F Statc: FLI Zip Code
instructions: Data can only be added to the yellow cells. Steps #1 8 2 are for calculating Poof Volume in Gallons and for establishing a
turnover rate in Gallons Per Minute (GPM). It the turnover rate is already established, click on the GPM cell at the end of Step #2 and input
flow rate. than proceed to Step #3. Pressing the RESET button will clear all biputed information to start a new worksheet. Worksheet can be
saved to a file or printed for future reference.
„,t::.rt: Pressing the RESET prolix lift ciearall System TDH Calculation Results
yellow cells to start a new w.,ii heet,
a Total Friction Lass in FL of 38.74
akWate Pool Volume - Weler(1DH{ .70
. ?f „, ";[..x t{'#... $:'I '
0 o � ���` Total Frictiat Loos in P'9 16.77
rs-
APSP 15 and nil. fid Stanriarde Versa Plumb Rodrtrtinn Restttts
akufate GPM & 7urrWtiel fi l o
t-" T8.75TMLducOon
R
.... ;-360
0
��
System
�fnn
TDH with Versa 29.99
Phimb
.• . , , ;15 f^,
lttrt.>., i..}rc^t. ar",.:red by APcP
akufate Total Length of Suction Pipe: (recommended v .city: 6 fps and below)
OWN x
^,�s.��
u?'N r 41523
0.492
C CO
O00
W�11�,,�,�'11�,
9,31
0.143
C C3
0.00
6.60
0.061
0oo
0.00
v��ymann
417
0.021
O.W
O.W
243
0.006OC?
0.00
0.00
6" f.07
O.
C C'C
OAO
TOTA 0.00
1 0.00
7 - t n fns -turn -kicity
alculate Total length of Rettnn rim (recottaOl
requimd by APSP 15 & T'Rle 24 Standards
vela and below)
,Ft T.
> .., loot
�
4
r ar }.
°r�•1523
v�'
.,
1.5"
0J_;
1r 4.92
2,34.92 2,3
2•' 931
0-143
1r. 1.43
0-62
2.5" 6.60
0.061
S6 S.
2.28
3" 4.17
0.021
O.W
0.00
4" 243
0D06
----
0.00
6" 1.07
1 0,001
D.W
0-00
"tOTILL 11.62
1 5.03
Calculate Total Number of Pipe Fittings: (input Total of each Size Fitting in Ye11ow Cells)
a' i
�5.,.
v
r"
�r
1 7-
8,
Fed Loss i
Ft of Water
to _
CAC
C.JC
O.W
( C co
-_.CG
2"
2
4
3
1.7C
>'
Faction .h,,
Ft a water
1.72
0.00
0.00
1.14
1.84
Uo
2.5"
7
4
1
1
4.66
F - 1.
3.43
0.00
0.74
0.18
0.31
0,00
R. of
3"
0_00
Frf f water Loss In
R..of
C.Do
0.00
0.00
O.W
0.W
0.00
4"
0.00
C cC
Fncbon Loss In
R. of Wate
G.00
0.00
0.00
0.00
0.000.00
6"
OOC
Fiction _ass in
L Ft. of Water='
1
0.00
0.00
0.W
O.W
0.1
OTi1l
25.12 10.87 1
atcutate Static Sultan 8, sch a Ot urge Lrft
alcorate Exit Loss:
MU 7 r
w.5
a Y
•, ..10.87
x^ :
2.00
3:8" 4
24
0.00
6011 Y Jandy 3-Way valve
rO'd'
&raigM'tow Sae:
v
3,7
t C
r
f
T;s�M
1 6'
Goo coo
2"
0.00 0.00
25"
0.00 0-00
3" -
_ 0.00 0.00
Se{ect Jandy Valve 90"
9m
SIZe:
FlowSize:
Flnw
% a°
h i
t"
t
rx
r
a. 4
15'
0.00 coo
2" --
O.00 000
2.5"
020 0.00
3"
0.00 0.00
Total 3-Way Valve lass
0.00 0.00
elect Jandy Fiber Type and S1a
;v_• 000 000
R
Select Jandy Backwash Valve:
T
Valv
0 00
LZ
Select Caretaker to floor Valve
r'f` Fihh :Y.r
X,
Nr`nc D.DO
Setact Jemsy Check Valve
Straight Flow Sae:
sb.ight C=-� ,rywk
n r+ 2� a
t
+000
t5"
0.00
2"
0,00
0.00
C Do
0.00
3"
000
CAD
Select Jandy Cheek Valve
90'ri) `
90' Flow Size:
Grow
--
J
st,
8 R
x^
t s"
a all
000
2"
0.00
0 OO
2.5"
0.00
0.00
Total Check Valve Loss
0.00
0.00
nI
Select Jandy Heater Type and Size:
Nona 000
None ) ) coo )
a.rl.d.
-� j P�-o Series
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