HomeMy WebLinkAboutPOWERS SS PLANS 48"HIGH POOL BARRIER PER 7TH PERIMETER BONDING WIRE AT 18"MIN -24" 32"CHANNEL DRAIN 316 GPM AT 3.9 8'X 10'SPA RAISED 18"WITH 6
EDITION(2020)FBC MAX FROM W.L.,(SEE DETAIL) FT/SEC THRU GRATE-SINGLE HYDRO-THERAPY JETS AND A 7'
UNBLOCKABLE COMPLIANT W/ SPILLOVER
7TH EDITION(2020)FBC
......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .........................
........................................................................................................................................................................................................................................................................................ .... ....................1.-.-_-.-.-_-.-.-_-.-.-_-.-.-_-.-.-_-.-.-_-.-.-_-.-.-_-.-.-_-.-.-_-.-.-.....-.-_-.-.-_-_.- �------ ---------- ---
SPA RETURNS 76r 7rr __------------
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SPA CHANNEL DRAIN ; J36
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SPA CHANNEL DRAINr ` """""""" """"" """ """"--------
; E �- - - - -------- ............... ....
JETS - LED BUBBLERS
3 6 ' DEEP 5 6 ' DE _ .......
'
1 ;
1 ;
P
POOL RETURNS
11
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LEDBUBBLER : : : . :..................................................................................................................................................................................................................................................................................................................... ..............;. ;
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LEDBUBBLER ..................................................................................................................................................................................................................... ' ' UMBRELLA SLEEVE
1 R
1 :
VACUUM LINE 151511
1 :
POOL CHANNEL ° - _
151511 C TIN POOL TABLE LED NICHLESS \
SKIMMER — WITH 4 12"STOOLS
1
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F-+
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tl [ 1 [ 1 ---------------------------------
a
W SCALE: 1/4" = 1 ' 4h, / -----------------------------------------•-•-•_. ,
11 6
R 3
' M
' ' -------- SWIM OUT BENCH
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............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................: 1
M
47' 11"
TRAVERTINE
PAVERS SET
111411 IN SAND
EXISTING COVERED PATIO
w
TRAVERTINE PAVERS OVER EXISTING PATIO w
00 161411
F
�;
161711
131311
EXISTING RESIDENCE
Ln
0
Marvin R Digitally signed by Marvin R
_ Rodgers
CO DN:c=US,o=Unaffiliated,
00 ou=A01410C000001721DB612C
M Rodgers A00018119,cn=Marvin R
Rodgers
Date:2021.07.14 22:27:37-04'00'
ENGINEER
POOL SPECS SPA SPECS DECK EQUIPMENT PAVERS
SIZE: 14' X 36' RECTANGLE SQFT: 504 SIZE: 8' X 10' CUSTOM SQFT: 80 DECK TYPE: TRAVERTINE PAVERS SET IN SAND POOL PUMP: DANDY 2.7 HP VARIABLE SPEED
Name: POWERS BcPOOLS
DEPTH: 3' 6" X 5' 6" PERIMETER: 100' DEPTH: 3' PERIMETER: 36' TOTAL DECK SQFT: 1,304.98 PERIMETER: 222' 10.23" 2ND PUMP: DANDY 2 HP PUMP AND A DANDY 2 HP BLOWER Address: 911 JACKSON WAY
EST TOTAL GALLONS: 10,771 SKIMMERS: 1 EST TOTAL GALLONS: 991 SPILLWAY: 7' ELEVATION: TBD LIP STYLE: FILTRATION: CARTRIDGE City: FORT PIERCE
RETURNS: 3 INTERIOR MATERIAL: FL GEM RAISED HEIGHT: 18" JETS: 6 MATERIAL 1: TRAVERTINE PAVERS MATERIAL 2: HEATER: AQUALCAL SQ166R HEAT/CHILL PUMP State/Zip: FL 34949 725 SE MONTEREY RD
SPECIAL: TILE: 6" X 6" RETURNS: 2 TILE: 6" X 6" SPECIAL: FILTER SIZE: CS - 250 INLINE: JANDY AQUA PURE SALT WATER Job # : 4090 Stuart FL 34994
CHLORINATING SYSTEM ,
NOTES: 2 LED BUBBLERS AND 1 UMBRELLA SLEEVE IN SUNSTEP INTERIOR MATERIAL: FL GEM NOTES: TRAVERTINE PAVERS OVER EXISTING PATIO TIMER: JANDY RS-PS4 GAS:
I have reviewed and I give my
approval to proceed with the PH: (772) 419-5151
FAX: (772) 419-5101
construction of this project. LIC# RP-252555006
Customer Signature
NOTE: REMOVE GRATE& BRICK X"PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN COPING PRE-FAB TOP
DRAIN &ATTACH AUX. PUMP
UNE WHEN EMPTYING POOL
6"x6" TILE
-Pool construction complies with FBC 2020, ANSI-7, ANSI-15 GRATE SHALL BRICK PAVER PATIO
BE SECURED IN INTERIOR APEX PAVERS POOLS
-Water Velocity-Max 8ft/sec as per FBC 2020-R4501.6.3 PLACE SO FINISH 4Yz" TYP. WALL-3,000 PSI GUNITE S.S. PIN EPDXY 4EA #3 REBAR
-Pool Barrier to comply with Section R4501.17-7th edition FBC THAT TOOLS SET IN PEDISTAL
ARE REQUIRED FROM POOL FLOOR
-Skimmers comply with FBC 2020-R4501.21.2 FOR REMOVAL STEEL-TEX FORM
INTO SOLID
OR KRAFT WALL
-POURED PEDESTAL
-Soil bearing capacity assumed 2,000psi @95% cam action I" 1P. FLOOR 725 ""'E MONTEREY RD STUART, FL
-Equipment Foundation 3'x7' conc. slab min 3.5" thick pour i TRENCH DRAIN 3,000
1000 PSI
#3 0 12" O.C.B.W.
GUNITE
NOTE: FOR DEPTHS
place or approved Hurricane Rated precast equipment pads GREATER THAN 6' ADD
TREADED (1)#3 COVE BAR 06" D.C. -419-5151 FAX 772-419-5101
PH 772
-Water Heating equipment to comply with FBC 2020-R4501 PLUG
.... ..: .7
GRAVEL BE W 4 19" ROUND PEDESTAL C P C - 1 4 5 8 6 9 6
W, TO PUMP
TYP. WALL SECTION & WELL POINT TABLE & PEDISTAL
(NO SCALE) (NO SCALE)
SUN
WHEN PROVIDED PRESSURE GAUGES INSTALLED ON BRICK COPING 6"x6" TILE HEATER FILTER DECK DECK 1 ROW OF WATERLINE TILE -1
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION 6"x6" TILE PAVER PATIO CHLORINATOR WATERLINE
BELOW THE WATERLINE AND 3'-6"j WALL'
MAX
VISUALLY SET APART SPA BENCH 18" PUMP W/ HAIR & 59-699 LIGHT SHALL
FROM POOL BELOW WATER LINE LINT STRAINER 7 O/C E.W. �07
PUMP W/ HAIR & #3 STEEL @ 12 SLOPE
GRATE SHALL ? R�URN LINT STRAINER GREATER
X PLACE SO FLOOR SLOPES
HEATER FLOOR SLOPE SHALL B
18" < THAT TOOLS 4Y2" TYP. WALL-3,000 PSI GUNITE BY-PASS REASONABLY UNIFORM AND
ARE REQUIRED COMPLY WITH ARTICLES 5.6.1 THE SLOPE OF THE FLOOR FROM
6' TYP. THE SHALOW END WALL
C'4 FOR REMOVAL
THRU 5.6.
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 FLOOR STEEL-TEX FORM TOWARDS THE DEEP AREA SHALL
• NOT EXCEED 1 FOOT IN 7 FOOT
Feet Of Head Feet Of Head OR KRAFT WALL
TYP. TRENCH DRAIN
#3 @ 12" O.C.B.W.
S? VW4�
'5f
POOL SOLID Vacuum Head + Pressure Head 21'-0"
= Total Dynamic Head
STEEL GUNITE GRAVEL BE To
TO PUMP imp 6
SWIMOUTS SPA WALL SECTION TYPICAL SECTION THRU POOL
(NO SCALE) (NO SCALE) PIPING SCHEMATIC (NO SCALE)
#8 COPPER
TO GRID
CUSTOM MOLDED PRODUCTS INC. Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer FILTRATION PUMP
1. Calculate Pool Volume: ----- --ft--:i--i-x 7.48(gal/Ft) = ---:1::_-_-:1_gaI
HYDRO-STATIC RELIEF VENT LINE NOT TO BE SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB (Surface Area) (Average Depth) (Volume in gallons)
DEVICE INSTALLED IN FURTHER THAN 40 FT PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN 2. Determine Flow Rate: ____%_137_ gal 225 42....... XXX XXX
`_vI
AREAS THAT EXCEED 1' HORIZONTAL INSTALL FROM POOL 25' MAX
WATER TABLE IN SHELL WET LENGTH COMPLIANT W/107.2.1 OF THE (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
2020 FLORIDA BUILDING CODE Determine Pipe Sizes:
TO FILTER Trunk Piping to lbe__I5_inclh to keep velocity @ 8 fps max. at--Ll-Lgpm Maximum System Flow Rate.
TO JET Li Li
LISTED TO ASME/ANSI A112.19.8
RENCH DRAIN Pump PUMP Return Piping to be-2.5 -inch to keep velocity @ 8 fps max. at-j!Z-gpm Maximum System Flow Rate.
#8 COPPER 32" CHANNEL
2.5" POOL Main Drain Cover(----- SEE ABOVE System Flow Rate must not exceed approved cover flow rate.
TO GRID TO AIR DRAIN TO AIR 32" CHANNEL DRAIN AND SUMP
VENT (Make and Model) See Engineering Page for Drain Configuration
%R
D
VENT 25506-320-000
VERTICAL INSTALL *THREE 2" SOCKET x 2.5" SPIGOT PORTS 2.59' SPA
Pump Model JANDY FLOPRO VS H.P. 2.70
*DEBRIS GUARD INCLUDED
TO GRAVEL BED
PoolBond PB-2008 *38.79in? OPEN AREA Total H.P.=H.P.x service factor.1 H.p.or more must be 2 speed or variable speed
*IAMPO LISTED FLOW RATES
2.5" POO Install in Plumbing T at least 3" Below *WHITE PVC BODY 0113 Filter Make JANDY CS Size250
SPA
L2.5" S Water level in Return Piping.Install *COVER GOES OVER BODY TO GIVE FINISHED LOOK Filter min.area based on 6hr.turnover flow rate pool gal./360 min.=Flow Rate
in sprinkler box for easy access Divide G.P.M.by Cartridge=.375 or Sand=15 or D.E.=2
The maximum flow rating for this suction fitting with the center port plugged and outer ports Time Controller make ON PUMP Model ------
MAIN DRAIN open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor) Controls must operate a minimum of two speeds.
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction I The highers eed override is not to exceed one normal cycle or 24 hrs,whichever is less
POOL DETAIL WATER BOND DETAILS FOR SPA DETAIL fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(NO SCALE) (NO SCALE) (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing. Pipe Size 6 fps 8f Ps
NICHLESS LIGHT SYSTEM 11 16 gpm 0,14' ' 21 gpm 0,23,
1.5' 37 gpm 0.08' 50 gpm 0.14,
OUTSIDE ANGLE OF REPOSE 100- VSPHP270 PERFORMANCE CURVES POOL 2' 62 gpm 0.06' 8q_qpM, 0.10,
6' AND FURTHER - 4"THICK WALLS W/#3 REBAR 012" O.C. EACH WAY 4 EA #3 REBAR
3' TO 6' - 6'THICK WALLS W/#3 REBAR 012' D.C. EACH WAY FROM POOL FLOOR ILL 90 2.5' 1 88 gpm 0.05' q17 gpm 0.09'
0' TO 3' - 8"THICK WALLS W/#3 REBAR 012" D.C. EACH WAY 0 F 3' 136 gpm 0.04' 18_1 gpmT0_71
INTO SOLID F_
POURED BAR STOOL LIJ SO 4' 234 gpm 0,03' 313 gpm 0,05'
ILLJ
9 ft. 70
6' 534 gpm 0,02' 712 gpm 0,03'
LL
3450 RPM
IM
60
6 ft. <
LU
3 ft. 50 Determine Pipe Sizes: SPA JETS
Trunk Piping to be-
ND BAR STOOL 40
"��2100 RPM Return Piping to be--2-Linch to keep velocity @ 8 fps max. ot-_-Njkgpm Maximum System Flow Rate.
12" ROUND -2.5-inch to keep velocity @ 8 fps max. at N/A gpm Maximum System Flow Rate.
F I
__j *. __j < w Main Drain Cover(---- SEE ABOVE --- System Flow Rate must not exceed approved cover flow rate.
_J Z
4)#3 REBAR
>_0 20- (Make and Model) See Engineering Page for Drain Configuration
FROM POOL FLOOR 1730 RPM
Q0 00 _j
C_
log _1200 RPM Pump Model JANDY FLOPRO H.P. 2
F5
0 ................... Total H.P.=H.P.x service factor.1 H.p.or more must be2speed or variable speed
0 10 20 30 40 50 60 70 so Do 100 110 120 130 140 1W 180
Filter Make N/A Size
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: FLOW GPM Filter min.area based on 6hr.turnover flow rate pool gal./360 min.=Flow Rate
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE Divide G.P.M.by Cartridge=.375 or Sand=15 or D.E.=2
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT TOP VIEW LOW 42 gpm
_v NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES Time Controller make N/A Model ------
: COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED BAR STOOL HIGH 106 gpm Controls must operate a minimum of two speeds.
PRIOR TO THE POURING OF THE PATIO (NO SCALE) I The highers eed override is not to exceed one normal cycle or 24 hrs,whichever is less
POOL LIGHT Jandy FloPro Series Pumps SPA JETS Pipe Size 6 fps 8fps
Max-Rated(FHPM)
MISC. NOTES JUCTION BOX Total Or;rnk Head Paun d%Pr.r%qua m I nch 1' 16 gpm 0.14' 21 gpm 0.23'
1. ALL STEPS AND SWIMOUT BENCH EDGES faelfwmao (Pslj 1.5' 37 gpm 0.08' 50 gpm 0.14'
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE YARD BY 2' 62 gpm 0.06' 82 &pn_ 0.10'
COLOR OF GEM FINISH FOR VISIBILITY EQUIPMENT
QUIPM
I D
2. HANDHOLD TO BE INSTALLED ARE WHERE Q0 POOL PATIO matua bosom 35 2.5' 88 gpm 0.05' C117 gpm 0.025)
DECK RAISED +6'ABOVE POOL 3# 136 gpm 0.04' 181-gpr) 0.07'
X WATER LEVEL
90 4' 234 gpm 0.03' 313 gpm 0.05' M.RANDALL RODGERS,P.E.
X
< 6' 534 gpm 0.02' 712 gpm 0.03' FL License No.68212
WATERLINE :2 W 25 I I Hazelwood Drive
12 VAC FROM Ft Pierce,FL 34982
UNDERWATER
X POWER SUPPLY (772)201-1634
< LIGHT 10
STEP DETAILS SIZE AS DETERMINED - DESIGNED FOR:
"IN N, BY LICENSED ELECTRICIAN
0 0 1. TREAD IS MIN OF 10"WIDE.I X
< 2. BOTTOM &TOP RISERS MAY VARY IN HEIGHT
00 POOL FINISH
1 0 3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM �C Fie�w,F PM.5 P, F
L 19 VAC FROM
A D RR APEX PAVERS &POOL
M IZ C14 STEP WHERE DEPTH IS 4' OR GREATER 1" PVC
-4 SCHEDULE 40 PVC SLEEVE .,Fl. aNF FM D HP N50 RPM POWERS RESIDENCE ***ELECTRIC NOT INCLUDED""a_ 4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. CONDUIT
Ld F�P.,:HPW 1,1"1
5. SUN SHELF CAN BE DESIGNED AS 1ST STEP. I ,
4 1 RWF V Z-Fk�,., PM'3 HP UM RPM
6. A BENCH CAN BE DESIGNED AS 2ND STEP. NO BONDING 911 JACKSON WAY PREPARED BY: SHEET:
.4. 16" A(TYP)' OR GROUND zz --Ft MH wJMPM
.-A 4 REQUIRED I D STEVE HORST
F1 m,F PMI.DHP FORT PIERCE FL
I. R FI.ft.F�PM I. Pat 7 DRAFTING&
:.ILI-1 20/
STEPS NICHLESS UNDERWATER LIGHT DETAIL 4:: N: FK: ' f2l) 130 110 150 IM 171) IM ISO 2DD 21D 22D 23D 24D 251)
r:7 (NO SCALE) (NO SCALE) 7F1o:w71W'e,Gallon a F%F'Minute DESIGN SERVICES
FULL 94 GPM JOPM) (772)201-7846 horst.steve@yaboo.com 3_.j
Total Dynamic Head ja� qyS Total Dynamic Head Tan®rqy�Sieries
Total Dynamic Head TadCalculation Worksheet � eries Calculation Worksheet 1- ] Calculation Worksheet <<J �pry Series
byZODIAC' byZODIAC* by 7ADIAC'
Company: PEX PAVER&POOL Job#:0 Date: 711412021 Company: PEX PAVER&POOL Job#:0 Date., 7/}4/2021 Company:IAPEX PAVER&POOL Job#:0 Date: 7/14/2021
Job Name:[POWERS-HIGH SPEED Address: Job Name:IPOWERS.LOW SPEED Address: Job Name:[POWERS-SPA Address:
Clf)VToWn;j State: FL Zip Code:O City/Town. State: FL Zip Code:O City/Townf I 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 Instructions:Data can only be added to the yellow cells.Steps#1&2 are for calculating Pool Volume In Gallons and for establishing a 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 Minute(GPM).H the turnover rate Is already established,click on the GPM cell at the end of Step#2 and Input turnover rate In Gallons Per Minute(GPM).If the turnover rate is already established,click on the GPM cell at the end of Step#2 andlnput turnover rate In Gallons Per Minute(GPM).If the turnover rate Is already established,click on the GPM cell at the end of Step#2 and Input
flow rate,then proceed to Step#3.Pressing the RESET button will clearall Inputed information to start a new worksheet.Worksheet can be flow rate,then proceed to Step#3.Pressing the RESET button will clear all Inputed Information to start a new worksheet.Worksheet can be flow rate,than proceed to Step#3.Pressing the RESET button will clearall Inputed information to start a new worksheet.Worksheet can be
saved to a file or printed for future reference. saved to a file or printed for future reference. saved to a file or printed for future reference.
Caution:Pressing the RESET button will clear all System TDH Calculation Results Caution:Pressing the RESET button will clear all System TDH Calculation Results Caution:Pressing the RESET Batton will clearall System TDH Calculation Results
yellow cells to start a new worksheet. yellow cells to start a new worksheet yellow cells to start a new worksheet.
• Total Friction Loss in Ft.of Total Friction Loss in Ft.of • Total Friction Loss in Ft.of
alculate Pool Volume: Water(TDH) 64.79 alculate Pool Volume: Water(TDH) 1 8A2`5 alculate Pool Volume: Water(TDH)Width Length Surf-Are. Av.Gopth G.11... 51.69
0 11 Total Friction Loss in PSI 28.05Surface D Gallons O Total Friction Loss in PSI 7.90 0 ll ce Area Av.Depth Gall... Total Friction Loss in PSI 22.37
6 hour turnover rate is required to comply With 6 hour turnover rate is required to comply with 6 hour turnover rate is required to comply With
APSP 16 and Title 24 Standards Versa Plumb Reduction Results APSP 16 and Title 24 Standards Versa Plumb Reduction Results APSP 16 and Title 24 Standards Versa Plumb Reduction Results
cu ate Turnover ate in ours: TDH Reduction 1 0.00 aleu ate Turnover ate in ours: TDH Reduction 2.90 aleu ate P Turnover ate m Hours: TDH Reduction 8.75
0 360 1 System TDH With Versa 0 360 EvIluj
1 S stem TDH with Versa 0 360 rsa 1 System TDH with Versa
6 106 c y Plumb 54.79 6 42 y Plumb 15.35 6 94 dumb y Plumb 42.94
- 6 fps suction velocity required by APSP 15&Title 24 Standards - 6 fps suction velocity required by APSP 15&Title 24 Standards - 6 fps suction velocity required by APSP 15&Title 24 Standards
Calculate Total Len of Suction PI recommended velocI :6 fps and below - Calculate Total Length of Suction Pipe:(recommended velocity:6 fps and below) Calculate Total Len of Suction Pt recommended velocI :6 fps and below)
System GPM Suction Pipe ri.Velocity(ft./sec.) Friction less in Ft. Total Length of FrIctiont-,asm FrictionLoissin System GPM Suction Pipe Sim Velocity(ft./mc.) Friction loss in Ft. Total Length of Friction Loss in Friaim Lon in System GPM Suction Pipe Sim Velocity(ft./sec.) Friction less In Ft. Total Length
iction Lou I, Friction Lon in
at System GPM of water/ft. Pipe Ft.of Water PSI at System GPM of water I ft. Pipe Ft.of Water PSI at System GPM of water/ft. Pipe Ft.of Water PSI ac 9
1.5" 1 16.64 0.580 0.00 0.00 1.5" 1 6.59 0.104 0.00 0.00 1.5" 14.76 0A64 0.00 0.00 o m c m o o a w o H Z
2" 10.18 0.168 0.00 0.00 2" 4.03 0.030 0.00 0.00 2" 9.02 0.135 0.00 0.00 o- z i a m E _O
2.5" 7.21 0.072 0.00 0.00 2.5" 2.88 0.013 0.00 0.00 2.5" 6.39 0.058 0.00 0.00 `m Wri a o C^rn E tO
Verse Plumh 5 stem Vorsa Plumh 5 stem Versa Plumb 5 atam o r ¢ 0 3�� W (a1,cQ
3" 4.56 0.025 0.00 0.00 3" 1.81 0.004 0.00 0.00 3" 4.04 0.020 0.00 0.00
o a x•v o tz o ®$w A C p
4" 2.85 0.007 0.00 0.00 4" 1.05 0.001 0.00 0.00 4" Z35 0.005 0.00 0.00 3
a ���
6" 1.17 0.001 0.00 0.00 6" 0.48 0.000 0.00 0.00 6" 1.03 0.001 0.00 0.00 0 � 5 m a o �5 g e/. W
a w Av
TOTAL 0.00 0.00 TOTAL 0.00 0.00 TOTAL 0.00 0.00 W A o W
um velocity required by APSP 15&Title 24 Standards '• 8 fps return velocity required by APSP 15&Title 1a Standards '• 8 fps return veiac:i required b APSP 15&Title 24 Standards E-layza € Z
'Os alculate Total Len of Return Pipe: recommended veloci :8 sand below 4 2 alculate Total Len tlr of Return Pi recommended veloci :6 s and below 94 alculate Total Len of Return Pi recommended veloci :8 s and below �gA W `w �' no 3 5 d Z-
Velocity(ft./sec.) Friction Ion in Ft. Total Length of FriasonLossin frictioril--ii, Velocity(ft./-) Friction Ion I,Ft. Tod:al Length of Friction Lou in Friction L...I, Velocity(ft./-) Friction losa,in Ft. Total Length of Friction Lou in Friction Low in
U]AZA a35 0 NReturn Pipe Size p. S, Return pipe St..
at System GPM of at.,/ft. Pipe Ft.of Water PSI at System GPM of water/FL Pipe Ft.of Water PSI at System GPM of water I ft. Pipe Ft.of Water PSI
a�
1.5" 18.84 0.580 10 5.80 2.51 1.5" 8.59 0.104 10 1.04 0.45 1.5" 14.78 0.464 10 4.64 2.01 "Zd1x W z N 3m< W' a E i-1 pq rUzj
2" }0.18 0.168 0.00 0.00 2" 4.03 0.030 0.00 0.00 2" 9.02 0.135 10 1.35 0.58 E" a WW 02 W H
2.5" 7.21 0.072 108 7.80 3.38 2.5" 2.86 0.013 108 1.40 0.61 Z5" 6.39 0.058 178 10.29 4.45 v a �< rU•r z'��' Z
3" 4.56 0.025 0.00 0.00 3" 1.81 0.004 0.00 0.00 3" 7. 0.020 0.00 0.00 Z W W F a x
4" Z65 0.007 0.00 0.00 4" 1.05 0.001 0.00 0.00 4" Z35 0.005 0.00 0.00 x O a E
6" 1.17 0.001 0.00 0.00 6" 0.48 0.000 0.00 0.00 6" 1.03 0.001 0.00 0.00 f"'1,
TOTAL 13.60 5.89 TOTAL 2.45 1.06 TOTAL 16.28 7.05 W
W a
alculate Total Number of Pipe Fittings:(input Total of each Stze Fitting in Yellow Cella) Calculate Total Number of Pie Fittings:(Input Total of each Size Fitting in Yellow Cells) lCalculate Total Number of Pipe Fittings:(input Total of each Size Fitting In Yellow Cella
Fitting Sim Standard so- Long Radius 90- S C flow) Friction Lou Standard 90- Long Radlu C,,Pli,g Ties(straight Rich,;Loss,in Standard 90- Long Radius 90- S T-(,t.ight Too flow, Friction L
flow) Ft.of Wale, Elbow Elbow flow) now) Ft.o Water Elbow Elbow flow) Ft.of W=:n
Elbow Elbow tand.rd,15-Elb-Insaintim, T-(.t.ight (branch Friction Lou I.PSI Fitting Sim a 90' Standard 45-Elbow Insert Too(branch Friction Lou in PSI Fitting Sim tand,rd 450 Elbow Insert Coupling (branch Friction L..in PSI
1.5'• 6 1 1.5" 6 1.5'• 12
Friction tau in 13.92 6.03 Friction Lou in 2.51 1.09 Friction Lou in 22.29 9.65
Ft.of water 13.92 0.00 0.00 0.00 0.00 0.00 Ft.of water 2.51 0.00 0.00 0.00 0.00 0.00 Ft of W,t,r 22.29 0.00 0.00 0.00 0.00 0.00
2" 3 2" 3 2" 2 6 4 A
Friction Lou in 1.01 0.44 Friction Lou in 0.18 0.08 Friction tnu in 5.56 2.41
Ft.of Water 0.00 0.00 0.00 1.01 0.00 0.00 Ft.of Water 0.00 0.00 0.00 0.16 0.00 0.00 Ft.of Water 1.62 0.00 0.00 1.62 2.32 0.00 /III\
2.1" 12 3 2 2.5" 12 3 2 2.5" 11 1 1
Friction tau in 8.32 3.33 Friction Lou in 1.50 0.65 Friction lass in 5.55 2.40
Ft.of water 6.93 0.00 0.00 0.65 0.74 0.00 Ft.of water 125 0.00 0.00 0.12 0.13 0:)0 Ft of Water 5.09 0.00 0.00 0.17 0.29 0.00 W U
Ila
3" 3" 3" W
Friction tau in 0.00 0.00 Friction tau in O.cO 0.00 Friction tau in 0.00 0.00 N`n
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:)0 0.00 0.00 0.00 0.00 0.00 0.00 W z .a
Ft.of water Ft.of water Ft.of water ,Z A W o
4" 4" 4" o U d cat A $i o o O
Friction tau in 0.00 0.00 Friction Louin 0.00 0.00 Friction tau in 0.00 0.00 a O az z o P..0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t%I t0 U a 00
Ft.of water Ft.of water Ft.of water
6" 6" 6" UCIDo Ch O U o e
Friction tau in 0.00 0.00 Friction tan in 0.00 0.00 Friction lnu in 0.00 0.00 Z a .y ¢ \III/ l-a m W
0.00 0.00 0.00 0.00 0-00 0.00 0.00 0.00 0.00 0-00 0-00 0.00 0 cc 0.00 0.00 coo 0-00 0-00 m
H.of Water R.of Water Ft.of Water W
TOTAL 23.25 10.07 TOTAL 4.19 1 1.81 TOTAL 33.40 14.46 A Wre ;
c Wo• _• ralculate Static Suction&Discharge Lift: Calculate Exit Lola: alculate Static Suction&Discharge Lift: alculate Exit Lose: alculate Static Suction&Discharge Lift: Calculate Exit Loss: ZU_InputTota ... .. .. ~Of
Ft.of A Uar- - � zz g a U FW
2 2.00 0.87 1" 3 35 3.18 1.38 2 2.00 0.87 1" 3 14 0.68 0.26 2 2.00 0.87 318" 6 i6 0.00 O C era-ll fp,I Z Z
WE
z W a O N EE3 W
• Straight rough • Straight h • 5trai h[ au h 'Z 2i M A W W O
Select Jandy 3-Way Valve D Select Jandy Check Valve straight G rough Select Jandy 3-Way Valve Select Jandy Check Valve Straight G rounh Select Jandy 3-Way Valve 9 r 9 Select Jandy Check Valve straight p rough (G�l N W V E x.
Straight Flow Size: Straight Flow Size: Straight Flow Size: Straight Flow Size: Straight Flow Size: Straight Flow Size: 1. "y
G>r o x ra a
ae eh p,0 z a z O �^ z eoi
3-way Valve Input Number of L Friction Lou in Psi 3-way ci Friction Lou j.PSIpdf Water PipeSi- 3-way Valves Ft.of Water , Lo) rl
Friction Lou in PSI
f Water P.
Sim 3-wayvadv- Ft.of Water
Friction Pip.Sim 3-y-y Valves •0.00 0.00 1.5" 0.00 0.00 1.5" -f Water PipoSim 3-way Valves Ft.of Water Pipe Site 3--y Valves •D.00 0.00 1.5" 0.00 0.00 1.5" .0.00 0.00 1.5" 0.00 0.00 E m W
_ Friction Lou in PST Fri-Lou in Psi _ Friction Lou in Psi v W
ey C��t q w
l�j O �
2" 0.00 D.00 2" 0.00 0.00 2" 0.00 0.00 2" 0.00 D.oD 2" 0.00 0.00 2" 0.00 0.00 W
2.5" 5 16.60 7.19 2.5" 0.00 0.00 2.5" 5 2.55 1.10 2.5" 0.00 HE 2.5" 0.00 0.00 2.5" 0.00 0.00 a
u u oo U
3" 0.00 D.OD 3" 0.00 0.00 3" 0.00 0.00 3" 0.00 D.oD 3" 0.00 D.OD 3" 0.00 0.00 �
PQ
Select Jandy 3-Way Valve 90" 9o° to 6i
Select Jandy Check Valve hi Select Jandy 3-Way Valve 9W s0, Select Jandy Check Valve L t� Select Jandy 3-Way Valve 90" 90° $elect Jandy Check Valve hi GUxI U M U zl� O
Flow Size: Flow > 90"Flow Size: 90° Flow Flow Size: Flow > 90°Flow Size: 90° LJ Flow FIa W Siie: Flow 90°Flow Size: 90° Flow l-7 U
r�
Check Valve Input N mbe,of Friction Lou I.Ft.Friction Lou in PSI Check Valve InputNumbercif Fricti-Lon" Fricti-L-ainPST Check Valve Input Number of Friction Loss in Ft.Friction Lou in PST Check Valve InputNumbrf Fricb-Lossin Check Valve Input N inber of Fficti-Lon j, Check Valve Input Number of Friction Lou in
z
Pip.Size check valvei, of Water Pip.Sim Check Val... Ft.of water Pip.Sim Check Valves 'f Water pipesim Check V.1-a Ft.of water Friction Lou in PSI Pipe Sim Chock V.1- of War,, ft'Fri,:twn Lou I.PSI Pipe Si- Check Valves Ft.of water Friction Los,in Psi
1.5" 0.00 0.00 1.51' i 0.00 0.00 1.5.. D.00 0.00 1.51• 0.00 0.00 1. .. 0.00 0.00 1.51' 0.00 0.00
2" 0.00 0.00 2" 0.00 0.00 2" D.00 0.00 2" 0.00 0.00 2" 0.00 0.00 2" 0.00 0.00
2.5" 0.00 0.00 2.5" 1 0.00 0.00 2.6" 1 D.00 0.00 2.5" 0.00 0.00 2.5" 1 0.00 0.00 2.5" 1 0.00 0.00
3" 0.00 0.00 1 3" 1 0.00 0.00 3" 1 0.00 0.00
Total 3-Way Valve Loss 16.60 7.19 Total Check Valve Loss 0.00 0.00 Total 3-Way Valve Loss 2.55 1.10 Total Check Valve Loss 0.00 0.00 Total 3-Way Valve Loss 0.00 0.00 Total Check Valve Loss 0.00 0.00
i l i
Select Jand Filter T e and Size: Select Jan Heater and Size: act Jand Filter a and Size: elect Jand Heater T and Size: Select Jand Fitter a and Size: Select Jan Heaterpe and Size:
S.I.ctFiltp, Frict-Lossin FrictionLe-in Select1huther FrictonLossin FrictlonLossin Select fitter Frictiontoesin Frict-Lossin Select Haste, FrictonLonin FrictionLossin SidiectFilbar Friction Lou in Friction Lou in Selectlhant- FrictonLossin FrictlonLossin
FL.fWatitr PSI Ft.of Water PSI Ft of Water PSI R.of Water PSI FLofWater PSI Ft.of Water PSI
CS250 1 4.60 1.99 AE3000 0.00 CS250 1 1.00 1 0.4J 1 AE3000 1 4.90 2.12 Nonc 7 0.00 0.00 1 None 0.00
lect Jandy Backwash Valve: Select ualsure Salt Cell: lect JandyBackwash Valve: Select uaPum Salt Cell: lect JandyBackwash Valve: Select uaPure Salt Cell:
d Valve M 7T NLBV de Valve MPY 's'i ra" S N� �Valve MPV
180°Instill 90°Install L. Instill 90°Irudall 1a0°Nell, 97 Install
Select Backwash Friction Lou in Friction Lou I, SelectS,ItCell Fri -L..i. Fricti-Liusin Selectilackwash Frictiontonin FrictionLosain S.ItS,jtC.II Frich-L. in Fricti-Lonin 5,1,,tBa,kw,,h Hicti-L-ir, Hicti-Lossin SeIectS,ItCCII Fri jorl-osain Hicti-Lossin
Valve Ft.of Water PSI Ft. I Water PSI Valve Ft of Water PSI Ft. I Water PSI Valve ft.of Water PSI Ft. I Water PSI
None 0.00 AP700180°1 1.56 1 0.68 �/� /y1 None 0.00 AP700180° 0.58 0.25 /y1 None 0.00 None O.DO �/� /y1
mm
elect Caretaker In-floor Valve: a n/ ■ Select Caretaker ricfloor Valve: Jan
f ■ elect Caretaker In-floor Vaive: an
■
Select In-floor
tion Lou in Friction Lou in
Select In-flo
c Valve FL.fWartir PSI - � Pro Series Pro Series Series
None 0.00 by,ZODIAC- None 0.00 byZODIAC'z None 0.00 byZODIAG'
M.RANDALL RODGERS,P.E.
FL License No.68212
1801 Hazelwood Drive
Ft Pierce,FL 34982
(
DESIGNED FOR: 772)201-1634
APEX PAVERS &POOL
POWERS RESIDENCE ***ELECTRIC NOT INCLUDED***
911 JACKSON WAY PREPARED BY: SHEET:
FORT PIERCE, FL STEVE HORST 3
DRAFTING&
DESIGN SERVICES 3
(772)201-7846 horst.steve@yahoo.com