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ST. LUCIE COUNTY BUILDING
REVIEWED FOR COMPLIANCE
PLANS AN13 PIERAIT MUST BE KEPT
SITE OR NO INSPECTION(S) WILD/.
ARETHE RESPONSIBILITY OF THEWS
CONTRACTOR OR RECORD
FILE Copy
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r "" "•-,,, ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
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1 i1€iUC,I]ONS OF THIS user i ARE NOT VAJD UNLESS SEA{ -) }'R1H AN EiiapMD
SURVEYOR'S SEAL,
2. SURVEY #AAP OR THE CODES THEREOF ARE NOT VAUi YI4)WOUT' THE SIGNATURE AND
TN£ ORIGMAL RAISED SFk OF A FLMOA UCDM PWSSIONAL LANIO SURVEYOR.
} LANDS SHOi1N J*RLON ARE_NOT_ARSTRA CTED FOR TROTS--OF--WAY, EASEMENTS,
OWE P, OR OTHER INSTRLWENT5 OF RECORD.
a F''YATIONS'SHOWN HEREON ARE RE,AINE TO THE NORTH AMERICAN VFTRTEAL DATUM
CF 1968,
S. BT:ARINGS VID10►d kE.RLON ARE RELATIVE. TO THE NORTH EAST LINE LOT 7,
mAV'NG A ZILAIIING Of SOT03'18"E,
6. ;rE XSCRIP7ILTTi SHOW IlLREON 15 IN ACCDR0 OTH THE f,45rRUNENT OF RECORD.
1 UNDE:laITl OuND FOUNDATIONS WERE M07 L,(ICAIED,
$ A:Ka TI1N$ OR DELETIONS TO SURVEY MAPS BY OTHER T44AN T4E SOINC PARTY OR
PAR*IES 15 PROH &TInD IATTHOUT WRITTEN CONSENT Or THE: SIGMiK PARTY OR PARTIES,
9 F'_ JD ZONE. k; CYk%,lWACY PANEL NO. 120205 0406 d ;DATE,: FEBRUARY :8, 2012,
10SiS :H MARK; ICA_ BEACH MAW, ST LUCIE COUNTY., 1872 2334 TIDAL r, ELEVATION.
3.6 NAYD 8611.
LOT 1, 'RNERBEND`, ACMiNG Tt THE PLAT TTfRWF, AS REC{TRI)ED IN PLAT LtX 67,
PACEST
16 THROUGI- 39 OF 111E RELIC RLODRDS OF SI LUCIE COUNTY, FL0 IOX
SAO LAVOS SITUATE N ST. LUCIE COUNTI, FLORID,.
CON f*INC 24,097 SQUARE FEET / 0.5WO ACRES. VORE OR LESS.
S11"CTTO EASFUIN "S, RESTRICTIONS, NS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF
RI CORD.
€ HEREBY Y THAT THE ATIAM OOUNNDARY %RVEY OF T4E HEREON DIES01BED
PRCKRTYIS TRUE AND CORRECT TO THE; MST OF MY KNOWLEDGE AND BELIEF AS SURVEYED
UNDER MY DIRECTION ON OCT09M 23, 2015, f I'URTHER CERTIFY THAT DTI$ DOUNDARY
.`i1)fPi+EY MEETS THE STANOk%S Of PRACTICE SET FORTH IN DIAT'TER 5, -_t7 ADOPTED 6Y THE
F! 0Rl0A PROS YORS AND MAPPERS, PURSUANT 70 FL,ORIDA STATTTTES
472Q27, SCANNED
cmmm BY
_ SEROAN OZFR St. Lucie County
DAMO R LINOLEY, RLS AMANDA OZER
REC, LN40 SUI W'TOR #5005 MARDOR COMMUNITY BANK ISAL'A/ATTMA
STATE C RORIDA - i.4 t1591 CAL ULANNFIC TITLE
FIRST AMERICAN ATLE INSURANCE f~OUpANY
10
21'
21'
12"X12,, FOOTER
MONOLITHIC
POUR 12"x12"
TO 24" DEEP
2'
GRADE VARIES
SIDE PROFILE DECK EDGE & MONOLITHIC POUR DETAIL N.T.S.
1L
J
12"X12,, FOOTER
MONOLITHIC
POUR 12"x12"
TO 24" DEEP
2'
GRADE VARIES
SIDE PROFILE DECK EDGE & MONOLITHIC POUR DETAIL N.T.S.
1L
J
CR
7'
J
C
18"
STEF
12"
7'
I
7'-� 1
r
Z
SPA INFINITY
i� EDGE SLOPE
��— SPA p POOL
...... ..3�. .....11T-611
6' x 7' DEEP
SUN SHELF
w/ BUBBLER &
UMBRELLA SLEEVE
OC)1� N r-4 .-I
\ I �
R
70 Lf DECK DRAIN
37' --_
T.O. BEAM
@-2Y4"
=on
EXISTING STRUCTURAL
COVERED PAVER PATIO
TO REMAIN
51_Q11
6'
DEEP
POOL SPA
15' X 371 1'"
555-104'
1\ �'/.
6' BENCH
ALARMS ON DOORS & WINDO'WS
LEADING TO POOL AREA
YARDGUARD-GATE / DOOR / WINDOW
ALARM SYSTEM YG03
w/PERIMETER SCREEN ENCLOSURE
RESIDENCE
18'-811
SK............._.............................................2"-SKIMMER........
.......... ...........:
770 SQ.FT. SMOOTH SPRAYDECK SURFACE,
3000psi CONCRETE w/FIBERMESH,
8" x 8" TO 8" X 24" DEEP FOOTER EDGE
w/2 #5 REBAR CONTINUOUS.
FILE COPY
� r,2-o5 a
i
POOL
EQUIP
AREA
CONFIRM ACCESS
ON SITE
POOL SPECIFICATIONS
MAX.WIDTH 15' MAX.LENGTH 37,
PERIMETER 104 AREA 555sq.ft.
MIN.DEPTH 3'-6" MAX.DEPTH 6'
ACCESS RIGHT on SITE ELEV. TOB. -2 �/4"
TILE 6' X-6 STEP EDGE X-61
COPING EDGE OVERPOUR
INTERIOR FINISH GEMSTONE
SWIMOUT 6' x 18" SUNSHELF 6' x 7'
FILTER CS-150 AUTOMATION RS4-w/i-LINK
CIRC. PUMP JANDY (FLOPRO) 1.65 VARIABLE SPD
POOL DRAIN 3"x32" CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 3 BUBBLER 1on SUNSHELF
VAC.LINE VALVED SKIMMER TILED
CHLORINATOR SALT GENERATOR JANDY
SPA Tx 7' ELEV. FLUSH w/POOL
PERIMETER 28 Lf AREA 49 sq.ft.
JET PUMP JANDY (FLOPRO) 2 HP
SPA RETURNS 2 THERAPY JETS 6
SPA DRAIN 31102" CHANNEL DRAIN
MODEL#CMP25506-320
LIGHTS POOL (2) LED COLOR NICHELESS
SPA (1) LED COLOR NICHELESS
TRANSFORMER YES I. BOX YES
HEATER AQUACAL T-135 HEATPUMP
DELUXE MANUAL CLEANING KIT YES
PATIO 770 sq.ft. SMOOTH SPRAYDECK CONC.
EXISTING PATIO PAVERS TO REMAIN
DECK DRAIN 70'
APPROX.GALLONS 19,500 G.P.M.
TURNOVER HR. MIN.
ELECTRICAL HOOKUP BY ACP
SCREEN ENCLOSURE N/A
CHILD BARRIER DOOR / WINDOW ALARMS
w/SCREEN ENCLOSED DECK 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
OZER RESIDENCE
3022 NW. RADCLIFFE WAY
PALM CITY, FL. 34990
LOT 7 RIVERB,�FJ %1111$rf/. ,YCIE COUNTY
P H\,P�S'F� T1 0
NGII R `*
M. RZ/' 1/Qpg!0.E.
FL License No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
Ph: (772) 201-1634
-Pool construction comes with FBC 2017 ANSI-7 ANSI-15
-Water Velocity -Max 8ft/sec as per FBC 2017-R4501 6 3
-Pool Barrier to comps with Section R4501 17-6th edition FBC
-Skimmers comply with FBC 2017-R4501.21.2
-Soil bearing capacity assumed 2 000psi @95% compaction
-Equipment Foundation 3'x7' conc slab min 3.5" thick pour in
place or approved Hurricane Rated precast equipment pads
-Wn+AY 14pnfinn pnninmpnf fn rmmnly with FRC 2017-R4501
12"
/-% tiff nrnnl]
12"
FOOTER DETAIL
(NO SCALE)
IL
FOOTER DETAIL
(NO SCALE)
nrn',R
ALEXANDER
CUSTOM POOLS
FILE COPY
RM REMOVE GRATE a A' PER Fri MIN SLOPEi SUN
DECK DECK I ROW OF WATERLINE TILE
WELL POINT PLUG FROM MAIN OVERPOUR OR CAP RIP
WHEN PROVIDED GRAIN ATTACH Nix. PUMP WHERE APPUCABIE :. q•; '.: :v ..: HEATER 6„ 3'-6,"
PRESSURE GAUGES INSTALLED ON NE WHEN EMPTYING POOL ? y� )";f .,., a
SHALL BE AT 20° MAX FILTER PUMP FOR FINAL INSPECTION CHLORINATOR FILTER WATERLINE
BELOW THE WATERLINE AND 6"x6" TILE
VISUALLY SET APART GRATE SHALL 4" sLAS B0B9ON PUMP W/ HAIR & MAX 6'-0°' ucHr saai�
FROM POOL BE SECURED IN INTERIOR 2500 FIBER MIX RENRNS- LINT STRAINER 1
SRN RNS PUMP W/ HAIR &3 STEEL ®12" 0/C E.W. S,LDpE
PLACE SO FINISH RE1U RO EATER
THAT TOOLS 4Yz.� TYP. WALL_
PSI GUNITE O� UNT STRAINER FLOOR SLOPES 6` THICK
V
ARE REQUIRED FLOOR SLOPE SHALL THAN11
- REASONABLY UNIFORM AN" ` STEEL-TEX FORM HEATER COMPLY WIT�uC S 5,61 THE SEA of THE FLOOR FRou
FOR REMOVAL . BY-PASS THRU sue. '--•�-
OR KRAFi WALL THE SHADOW END PWALL
AREA
� 6" TYP. FLOOR ' % ; •: ,AlbR !! SWIMMER , „ rowaans THE DEEP AaEA sNAu
N 8 -O NOT EXCEED 1 FOOT IN 7 FOOT
Vacuum (In Hg) H 1.13 Pressure (PSI) X 2.31 3,000 PSI j)3 ®12" O.OB.W.
Feet Of Head Feet Of Head TRENCH DRAIN GUNITE • ' NOTE: FOR DEPTHS
f GREATER THAN 6' ADD DRNN 2'-O"
TREADED '. (1)13 COVE BAR ®6" O.C. LORp\N 5PN 3^Y32N VIER ONE
Vacuum Head + Pressure Head PLUG *' pp0`"o�1N C0VO-0� cEA ads 23'-0" 6'-0"
= Total Dynamic Head GuvE BE cenNNE MEN 37'-0"
TO PUMP -
SWIl4IOUTS TYP. WALL SECTION & WELL POINT PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(N- SCAq LE) (ND SCALE) (NO SCALE)
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 24 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
HYDRO -STATIC RELIEF 2, HANDHOLD TO BE INSTALLED ARE WHERE
DEVICE INSTALLED IN DECK RAISED +6" ABOVE POOL
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
10" MIN
RENCH DRAIN
•
TO GRAVEL BED
- 2.5" SPA r" STEP DETAILS
L TREAD IS MIN OF 10" WIDE.
MAIN DRAIN 2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED
POOL DETAIL 3. ALL STEPS TO BE SOLID GUNRE 3000 P.S.I.
(NO SCALE) STEPS
<NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/pf3 REBAR 012" O.C. EACH WAY
0' TO 3' - 8' THICK WALLS W/;#3 REBAR 012` O.C. EACH WAY
6 ft.
9
MISC. NOTES
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
Q$� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
OVERPOUR OR CAP TILE
WHERE APPLICABLE
6%6" TILE
SPA BENCH 18"
BELOW WATER LINE �.
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
GRAVEL
6" TYP.
FLOOR
4' SLAB
2500 PSI FIBER MIX
4Ya' TYP. WALL-3000 PSI GUNITE
�- STEEL-TEX FORM
OR KRAFT WALL
#3 0 12" O.C.B.W.
P' TO PUMP -
SPA WALL SECTION
(NO SCALE)
Er
PUMP ;.
TO AIR '•i.+.
VENT T' ''.?•
WATER LEVEL
VENT LINE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25' MAX
WET LENGTH
32" CHANNEL
DRAIN
SPA DETAIL
(NO SCALE)
POOL PATIO
TO FILTER
PUMP
~ TO AIR
VENT
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
��I'
12 VAC FROM
2. HANDHOLD TO BE INSTALLED ARE WHERE
POWER SUPPLY
DECK RAISED +6" ABOVE POOL'
SIZE AS DETERMINED
10" MIN
Z
BY LICENSED ELECTRICIAN
"
UNDERWATER
LIGHT
'•. ''.,
"'
1" PVC
'
N
POOL FINISH
A
CONDUIT
a
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE,
SCHEDULE 40 PVC SLEEVE
2. RISER NOT GREATER THAN 12" EXCEPT IF
°
NO BONDING
MORE THAN (3) TREADS ARE USED
OR GROUND
3. ALL STEPS TO BE SOLID GUNITE 4000 P3.1.
,j ;;'
REQUIRED
STEPS
NICHLESS
UNDERWATER
LIGHT DETAIL
(ND SCALE)
(NO SCALE)
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUT CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
IISTED TO ASME/ANSI A112198
Li Li
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
*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 (wail) when using 2" plumbing.
VSFHP165 PERFORMANCE CURVES POOL
100
O 90
S' p
O n
N
w
LL �
= n a
V
f ao
J 10
f
O. O'mnnnymimt
H D 10 9a b 40 50 60 :
LOW 57 GPM
HIGH 74 GPM -
34soom
aataaa'M
80 9J 100 110 120 Im 140 1s0 10 170 tap 190 200
FLOW GPM
Ja ndy FII Swiss Pumps HYDROS
Max -Rated tFHPM)
Tomlppru: f4atl Fbendw Por ageism tinm
pwraw:.e (Pa0
■■■■■■■■■■■■■■■■■■■■■■■■■
-align■■■■■■■■■■■■■■■■■■■■■
\gqr\1\�1■■■■■■■■■■■■■■
Rim
OR11119
MCI
1■■■►■■FRpm4■INS
.hR11�is�lil�i��®■■i■■■■tit■
se
se
x9
35g
�G
6 iJ iy Jik 4fi 51! 613 "G m) itYS t u 1Ja 4w w IN; 409 vM 1. twr Rta'd . Tin SSG zG
FULL 93 gpm Fbw Rae eugrse Nat AOnur"
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1, Calculate Pool Volume: --- := 7.48(gal/Ft) _ ____==__gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _ 19,500 - gal / _ 345 _=57--- =--- ----- -----
(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. at 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
Pump Model JANDY FLOPRO VS165 H.P. 1.65
Total H.P.=H.P.x service factor. IH.p. or more must be 2 speed orvadable speed Filter Make JANDY CS Size 150
Filter min. area based on 6hr. turnover flow rate pool gal. 1360 min. = Flow Rate
Divide G.P.M. by Cartridge =.375 or Send =15 or D.E. = 2
Time Controller make ON PUMP Model
Controls must operate a minimum of two speeds.
The higher seed override is not to exceed one normal cycle or 24 hrs whldtever is less
Pipe Size
6 fps
Bfps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 m 0.14'
2'
62 gpm 0.06'
82 gpm 0.10'
2.5'
88 gpm 0.05'
117 gpm 9'
3'
136 gpm 0.04'
181 gpm 0.07'
4'
234 gpm 0,03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
Determine Pipe Sizes: brA NTUr(uaa UINLT
Trunk Piping to be 2.5 _inch to keep velocity ® 8 fps max. at_>»_gpm Maximum System Flow Rate.
Return Piping to be_ 2.5_inch to keep velocity 0 8 fps max. at_>»_gpm Maximum System Flow Rate,
Main Drain Cover(SEE ABOVE) System Flow Rate mustnot exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model JANDY FLOPRO 1 SP H.P. 2.5
Total H.P.=H,P.x serAca factor, I H.p. or more must be 2 speed orvariable speed
Filter Make N/A Size ---
Filter min arse based on ehn turnover bow rate pool gal. / 360 min. = Flow Rate
Divide G.P.M. by Cartridge = .375 or Sand =15 or D.E. = 2
Time Controller make N/A Model ------
Controls must operate a minimum of two speeds.
The higher speed override is not to exceed one normal cycle or 24 hrs whichever is less
Pipe Size
6 fps
Bfps
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 m 0.10'
2,5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181 gp A7'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
DESIGNED FOR;
ALEXANDER CUSTOM POOLS
OZER RESIDENCE
3022 NW RADCLIFFE WAY
PALM CITY, FL
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DRAFTING /"�
DESIGN SERVICES 3
01"7946 horst.steve@yahoo.com
Total Dynamic Head TT
Calculation Worksheet 47nProeries
LyZnllTwO
Company. LEXANDER Job 8:0 Date: 1J2&2PiB
Job Name I Address.3022 NWRADCLIFFE WAY
Cify/T.MOGIPALM CITY Store: FL Zip Coder
/nsfman ( I. flow dells. Stee#1 A 2&atot cocbdtin m Vohlme in operas and for earabgshhr a
on a: Dora ann onydxaddedt ye p 4Pp 9
tumog'. thainrocied Per Minute(GPM), dthehe RESET
simcis already adinlfshed,dickGo ema GPMcellal meadd of Stepk2andfnpvr
Noting'.
low rzfe, th1.orocaetl f0 Step kJ, Pressing the REBET #soon wUf clear al(Irtpured In/ormadon to start a now workshaec Workshae! can be
saved roa Ole or limited (a, /urory rafernee.
T GROOM PresamO the RESET badaa OW ores, elf System TON Coleolation Rosulte
T' yahownatl5 to auNa r+ew workshaet.
Total Friction Loss in Ft. of 51.53
01-1 M161Calcorle Pod Ydalir' -' I Water ITOHI
D D Total Pruden Lose In PSI 22.31
6 hour to 11 race Is nyeTnd 1. comply with
APSP 15 IW TU 24 Stand N Versa PiutUD Reduchon Results
nlculnla OPM B Tom.., Rate in He..: •+. TDH Reduction 6.50
rag I System TOH with YWae
6 3so 74 iamb Pwmb 45.03
Y' RS.......ilnn..xl.a-flu rmx.ie..a 1."dPS&1t ETii{x >d S1"nAaM.
V go" e eroded Lois In
FWmwnter/nlaw in F[ Trial iswer, a FFix
.frM
...Ms. GmOF led Wet med
Sit�m ePN) PSI
74
0.00 1 0.00
7.16 1 OLD 1 0,00 1 0.00 1 OLD 1 0,00
5.72 1 0.00 1 000 1 0.52 1 0.74
000 1 0,00 1 0.00 1 000 1 0.00 1 0.00
Due I DOD 1 0.DO I Lou I ON 1 0.00
000 1 ON 1 0.00 1 0.00 1 Ooo I 0.00
fe3# 3 6
I
I PCI ..rI Gtt fti L'{ EIYWnLraln
"n n e.°swae. rst
HIM-
Stket flibev fix9en again FiRbn bpin
n1 waW. PV
0.00
Sol.. In now Inuaniaesln THPdon Bain
YAW. FL.Venter Pro
0 00 1 0.00 I 0.00
7.15 3.10
695 3.02
000 OLD
OLD 0.00
000 0.00
ON 0.00
1414 1 6.12
Iupt 6 1I4u[Nar
b. n(
LtlME"It
f L"
la lrictlai I. -PS[
t NaMJandy Oheak Valve=
Staight FrW Giza
smote,
,} Posen
1.6^
D.OD
o..1
2"
01,
0.00
2.6'
O.OD
0.00
3"
0.00
0D0
SNed Jandy Check Val ,
9D Fro � a
ii;ti'A{11n'Ic3�aF^tlt+i5+h'1 Es'pi a'�'.
re.
;U 1 Flow
i
2"
OAO
0:00
z.s"
0.00
0.00
„(6 jp00}tif0(veC�a;?
1.10
0.00
Step.#.14
Se tketer �-
FArminuessi. frewe Lowin
r,avear,v
janqry®
Series
byZl3DIACe
Total Dynamic Head y-�
Calculation Worksheet 'anPro�eries
nyzmm�cP
Company: LEXANDER Job#:E-� Date: 1J2LRP19
lob Name: DIER-LOW SPEED Address:3022 NW RADCLIFFE WA Y 1-
ChyJTmerh ALM CITY State: FL ZipCode:r"-'-
-
Inafineifona: Data can only be added is the yeffow cots, Seeps Ni A 2Oro for croculadng Pool Vchrme In senors and for e: in,a
formw. rate In Mature Per WOODS (Ship. U(n. windier .1. is sheady aPlablishad, click on the GPM cell at me and of St Odind,t
flow rats, than proceed Seep all. Pressing the RESET button will clear all lnpored)n,Fn,gmtiort to start s new worksheee WOrkahaet can be
s8verf ro a rife or printed for I.I.de reference.
� Leuroorr. Prasa7ap tna R1:9£Tk trwr wi!'c/oar at( 5ySWm TDH COICWBttmn RosU;h;
yaAow cellsW start. now d-MM wt.
Total Friction Lass in Ft. of 33.01
Wantalculate PodV lame.""":':"' """ 0TotalTONI
s�1A�11i1YWy�ii m1.1 Friction Lola In 9sl 14.29
6 Inc.,turno r'te is m."'d to cornpy Wild
" APftp 1, d Tin.. 21 snnnam. Liars. Plumb frshma.hed, floating.
Bldu ab�U1 M.-t4YnovtirRau
1.H
rea
TDH Reducers
System TOH we Versa
4.50
28.51
D 6 1 380 57
Nunb
Plumb
6 f
xlrckion valazi4
rwiatrcd by APSP I5 & T4Ga 24Standerda
calculateT ter
ten bf suction
pe: lrecommended velocity: BfBa Ong
a,"
0.164 O.Oo
OLD
2"
S47
0053 0.00
0.00
3.98
ODDS Oleo
0.DO
9"
2,45
0006 OLD
ON
4"
1.43
OD02 0.00
0.00
6"
0.83
0.000 000
0.00
' TOTAL I: 0.00
0.00
etnnaaim,m re riredO APSP IS Tide 2451ondwris
57
en mof R8f
aitblmeToial Leturn Pose (recommenladvelocory: Buts and Wow
t5"
0.95
0,164 1 10 1.64
ON,2"
SAT
DA63 1is6.84
226
OA28 0.00
000
3"
2.45
0008 000
0.00
4"
1.43
0002 ON
000
8"
O.63
_
0000 000
TOTAL '' 8.68
0,00
3,76
---
Nfidme Tor
Number of Pipe
Flltinga: emon Toml of .,cb So a
rimn4lh Yellow
celiai
t6"
8
ama
NOW
4,41
1.91
focnon lnr In
mwnw
4.41
000
0.00
000
0.00
OLO
2"11
3
2
9.30
I'"
FdNen tools
Ff of Warr
3,52
0,GO
0.00
0.32
0.46
0.00
28°
0.00
0.00
'"taco l"
0Go
D.ue
0 00
0.00
0.00
0.00
3.,
0.00
0.00
I,. onFwor, rz
tar,
000
0.00
0DO
0.00
000
OLD
4„
9.00
ON
1, ozn mx in
of. ,
000
0.GO
OLD
0.00
GOO
0.00
8
O00
OLD
Ke1°h brin
of Wa
ON
000
000
oar
0.00
0.00
TOTAL
8.72
3.T
I MIXTRI t RkUmlasln FlWnnxerin p
of Da. q.ol Water P61
I - -
SPkRfpM fe,disews
n F.im Pen in
step 4 1J
Vz1v.
YIuf' " Lorin fiitlionlwsin
Valve R otwP[cr P9
5te P
I ssig N Lqut MumbttA
IMMMie
F&Wt bttin
watlm lm�.in PSI
gam F3wiaa Renrm Eyeblb
®a0�®
aatPmem
M.al
Salad Jand, Check Valve
straight Ff.. S-ae:
tra in,
�� rough
1.6"
0.00
U.Do
2
oleo
1.11
2 b
0.00
0.00
3
0.00
0.00
sNect.iaady46edeYaiva`i.
W elements:
1.5"
70.00
7
as.
0.00
0,00
0.00
ODD
z s•
DD
-
-
-
Tatty check YNve Lesn
0.00
-
0.DO
E
Oct Jand Hear.,T and Size:
AE3000 1 762 1 3.30
�- Jan�yeryes
lryzunlAce
Total Dynamic Head
T
Calculation Worksheet
aJ400)yeries
L zrotnn..
Company. LEXANDER
Job 9;DOfe: iJ25Y0/9
Jab Name:
I Address: 022 NW RADCLIFFE WAY
C)ty?awn: ALM CITY
State: FL
21p Coder
In3mJCY OfIb. OdYB P OnlybP added rO they (I (. NIv )n Oalfane and
I the
l Aadyasiblishod,Okk
rate m Gallons Par (GPM) h r add is
lumover is
grow
n o G
click the GPM cad al end cistern#2 andid.
k2 andlnpn
met
mono rocs op #3 he to s el....ft I ritedh a Grist
Stop #) pferenc she RESET button wOf clear alllnputedlnfonnation m start a new wmkshaet Worksheet can be
es Wo
8eved
go printed
Ravedloe Me prprhdadforMaro reference.
for
CO116.1 FKeaamg hm REgEtourmvwrd naarad System
TDH Calculation Results
VViow ri Rs to snvf a oow.yarkehect
Total Friction Loss in A, r1 52.15
oRP NOlume: ' ^'
Water ITDH)
�
0 Total Friction Lose
In PSi 22.57
&hour tunrov"'t'r sn¢lnred ro"""ply w0h
APSP 15 anJ Ttte 24 SlanJards
Versa HUMID2ledUDirpn Results
elydlsto GPM. Tu...vat Rite F Hourere
TOM Reduction 8.75
0 6, 360 93
rsa System
TDH with
43.40
iDmo
Pverse
lumb
6f a ve
rn uiradb APSP 1s&Title 24 BtandaWs
alOU aVe ot0i
wOde Mg[F
Length of SuMlon P Oac radomrnendadvelnatryD
era and elOW) ".;a,
t
tb" 1480 0,455
000 Oleo
2" 8.93 0.132
ON ODO
-.
&32 0,057
000 OLD
3" 4A0 0.019
1 0.00 0.00
4" Z33 0005
000 0.00
6" 1.02 0001
D00 0.00
UTItTA' Ei 0.00 0.00
93
4 n v oPit Bred APSP LS &TRIe 24Standmds
aldUiafs Total Leip6rotgaWrnP pe (eacoadendetl vela0iy:6 rid belowl
Lb" 14.60 0,455
10 4.53 1 1.97
0.132
12 159 1 060
2.6" e.JY 00$7
174 9,86 1 4.27
3" 4.00 0.019
OLD 1 0'
4" 3.39 0.009
ADO I OLD
8" f.02 0,001
000 1 0.00
TOTA4s is 16,00 6.93
Nculale Tn4al
Number of PiPa
Ploge atpnpUt
Total at eeU Sixe
Fining In-Yeflow
calls)
5"
21.85
846
frtien iris,
21.85
OLD
000
0.00
D.eo
ODD
R. w war.
2"
2
5
4
5.45
2,36
FhPwn W,in
FL xwator
159
0.00
000
L59
2.27
0.00
25"
10
1
4.99
2.18
fNnl.n ruin
453
0.00
0.00
0.17
019
0.00
3'
oar
0,00
N .. tar In
e. tie wart
oleo
0.00
0.00
0,00
000
0.00
4"
ON
0,00
FNc:n la..In
fcxwaw
100
0,00
DDo
o:oo
OLD
0.00
6•
0.00
coo
Kral°n mr-"
MW h
D.GD
0.00
003
coo
000
DOD
TOTAL
32.30 1 13.98
ale abc Solon ADischarge Lift: '.I
Didi Loss:
,
2 2.00 oe]
3i4" 6 16
1,05 0.80
rauafi
S IoctJ."'Choreval.
51ra19htnot,Size
high, mash
4dy3�WayVa[vcaiaM1t
Ono o0D0.00
o.aoD,oe
IND.DD
Oleo
3'
6.00 0.00
Select Jarvdy 3 Way Valve 90' I
Flew Size. Fl" ow
S t J dy 01 ack Valve
90 Flow Site;
Do, b Kt°w
000 PAO
1A°
0A0 O.Do
7--7
DOO OLD
2'
OD0 0.00
0.00 0.00
2.fi"
00.00
0.00
TPtpl;•Wayvaroe Loy. O.00 O.00
aeml46kGk YFlvdSPaa
D.00 0.00
eleofdied .fgtaxi Fana Slue
y gy�g
'i1W'Itl--
Seed Jndy MaalerT eerie SNa�
Write
None 1 0.00 000
Nnne pAo
4d .ickynsbYglvo
to,�all
"Nc,O
".Tit(
Nc,.0.00
.DO
eledC i k 1 '-���SVaIve.
an
J'
,�Pm Series
None 000
byZODIAC"
FILE COPY
,, � i (� 0-2 sag