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HomeMy WebLinkAboutPool SpecificationsI �12 i'^-k f-4 t go-3— Q Z 0--3 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT' BOCC 12" X 12" CONCRETE FOOTER WITH 2#5 REBAR EQUI PM ENT 16'` 2.5"- POOL RETURNS 2.5"-POOL CHANNEL DRAIN 2"-VACUUM LINE 0 2"-SKIMMER 2.5"-SPA RETURNS 2.5"-(CIRC) SPA CHANNEL DRAIN 2.5"-(JETS) SPA CHAMEL DRAIN 2.5"- SPA JETS N 9 i. 3' DEEP UMBRELLA rU - LED NICHLESS 5' DEEP mr2yr & CIRCULAR SPA RAISED 18" WITH 6 HYDRO -THERAPY JETS AND A 36" SPILLWAY SEE PAGE 2 PERI M ETER BONDI NG WI RE AT 18" M I N - 24" MAX FROM W.L., (SEE DETAIL) 32" CHANNEL DRAIN 316 GPM AT 3.9 FT/SEC THRU GRATE- SINGLE UNBLOCKABLE COMPLIANT W/6TH EDI TI ON (2017) FBC I M OUT BENCH THE POOL WILL BE PROTECTED BY A SCREEN ENCLOSURE WITH SELF CLOSING, SELF LATCHING DOORS. ALL DOORS AND WI NDOWS PROVI DI NG DI RECT ACCESS FROM TH E HOM E TO TH E POOL SHALL BE EQUIPED WITH AN EXIT ALARM COMPLYING WITH UL 2017. SCA L E: 1/4" =1' POOL SPECS SPA SPECS EQUIPMENT DECK SIZE: 13' X 24' ROMAN POOL SQFT: 312 SIZE: 6' CIRCULAR SQFT: 28 DECK TYPE: PAVERS SET IN SAND ELEVATION: TBD DEPTH: 3' X 5' PERIMETER: 78' 7" DEPTH: 3' PERIMETER: 18' 10" POOL PUI: SANDY FLOPRO 1.65 VARIABLE SPEED EST TOTAL GALLONS: 5,960 SKIMMERS: 1 EST TOTAL GALLONS: 340 SPILLWAY: 36" 2ND PUMP; DANDY 2 HP TOTAL DECK SQFT: 1471 PERIMETER: 275' RETURNS: 3 INTERIOR MATERIAL: FLORIDA GEM RAISED HEIGHT: 18" JETS: 6 FILTRATIN: RAISED BEAM: LIP STYLE: SQUARE SPECIAL: TILE: 6" X 6" RETURNS: 2 TILE: 6" X 6" CARTRIDGE FILTER SIZE:]ANDY CS-200 MATERIAL 1: PAVERS — MATERIAL 2: HEATER:— NOTES: UMBRELLA SLEEVE INTERIOR MATERIAL: FLORIDA GEM INLINE: DIGITAL NANO SPECIAL: SPECIAL: TIMER: GAS: NOTES: NOTES: SPECIAL: Customer Name: MALANCYZEN Address: 12063 S INDIAN RIVER DR City: STUART State/Zip: FL 34957 Phone: Cell: Email: Alternate Contact: Job #: kDALL Rp '�.. :FNQff4EfER �* a. M. fit, a ► d FL Lic. No. 681igers, P.E. 1801 Hazelwo(12 Fort Pierce, FL Drive 34982 PH: (772) 201-1634 12" X 12" CONCRETE FOOTER WITH 2 #5 REBAR 12" X 12" CONCRETE FOOTER WITH 2 #5 REBAR N fV POOL SPECS SPA SPECS EQUIPMENT SIZE: 13' X 24' ROMAN POOL SQFT: 312 SIZE: 6' CIRCULAR SQFT: 28 DEPTH: TX 5' PERIMETER: 78' 7" DEPTH: 3' PERIMETER: 18' 10" POOL PUMP: ]ANDY FLOPRO 1.65 VARIABLE SPEED EST TOTAL GALLONS: 5,960 SKIMMERS: 1 EST TOTAL GALLONS: 340 SPILLWAY: 36" 2ND PUMP: -'�NDY 2 HP RETURNS: 3 INTERIOR MATERIAL: FLORIDA GEM RAISED HEIGHT: 18" JETS: 6 FILTRATION: CARTRIDGE SPECIAL: TILE: 6" X 6" RETURNS: 2 TILE: 6" X 6" HEATER: FILTER SIZE: JANDY CS-200 NOTES: UMBRELLA SLEEVE INTERIOR MATERIAL: FLORIDA GEM _ INLINE: DIGITAL NANO SPECIAL: TIMER: _ GAS: NOTES: SPECIAL 12" X 12" CONCRETE FOOTER WITH 2 #5 REBAR 201611 SEE PAGE 1 DECK 15' DECK TYPE: PAVERS SET IN SAND ELEVATION: TBD TOTAL DECK SQFT: 1471 PERIMETER: 275' RAISED BEAM: LIP STYLE: SQUARE MATERIAL 1: PAVERS MATERIAL 2: SPECIAL: NOTES: 12" X 12" CONCRETE FOOTER WITH 2 #5 REBAR Customer Name: MALANCYZEN Address: 12063 S INDIAN RIVER DR City: STUART State/Zip: FL 34957 Phone: Cell: Email: Alternate Contact: Job #: PH: (772) 419.5151 FAX: (772) 419-5101 LIC# RP-252555006 ►►►11111►��� __ lo0 P. c C E IV S tc , *� No. 68212 •'* r ENGIWFfER %�o•, ATE; M. Randall RodgE � FL Lic. No. 68212'rs, P. 1801 Hazelwood 'Drive Fort Pierce, FL 34982 PH: (772) 201-16:34 —Pool construction complies with FBC 2017, ANSI-7, ANSI-15 —Water Velocity —Max 8f./sec as per FBC 2017—R4501.6.3 —Pool Barrier to comply 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 NOTE: REMOVE GRATE & BRICK Y" PER FT, MIN SLOPE WELL POINT PLUG FROM MAIN COPING DRAIN &ATTACH PUMP PING LINE WHEN EMPTYING POOL ��'�'•"'. ',.r.'.• 6"x6" TILE GRATE SHALL BRICK PAVER PATIO BE SECURED IN INTERIOR PLACE SO FINISH 4Y2" TYP, WALL-3,000 PSI GUNITE THAT TOOLS ARE REQUIRED FOR REMOVAL STEEL-TEX FORM OR KRAFT WALL 6" TYP. FLOOR ' TRENCH DRAIN 3,000 PSI #3 @ 12" O.C.B.W. GUNITE NOTE: FOR DEPTHS f GREATER THAN 6' ADD TREADED PLUG ' :'' 'k '.' ; ::," ` `'. (1)#3 COVE BAR @6" O.C, GRAVEL BE TO PUMP — TYP. WALL SECTION & WELL POINT (NO SCALE) 12" (2) #5 REBAR 12" PAVERS FOOTE,'R DETAIL (NO SCALE) 725 SE MONTEREY RD STUART, FL PH 772.419-5151 FAX 772.419.5101 CPC-1458696 WHEN PROVIDED BRICK COPING 6"x6" TILE DECK 1 ROW OF WATERLINE TILE PRESSURE GAUGES INSTALLED ON SHALL BE AT 20 MAX FILTER PUMP FOR FINAL INSPECTION 5"x6" TILE CHLORINATOR FILTER > » WATERLINE BELOW THE WATERLINE AND :�, PAVER PATIO 3 _� LIGHT VISUALLY SET APART SPA BENCH 18" $ PUMP W/ HAIR & MAX 5'-0" WALLS FROM POOL BELOW WATER LINE $Pp RES�RN LINT STRAINER ?� 1 NOT fif ., ; Y . ti .:: .. . `.,. `R��RN$ PUMP W/ HAIR & LEVEL FLOORS STEEL ®12" 0/C E.W. SLOPE GRATE SHALL pp0 LINT STRAINER BE SECURED IN ' >• 1 6" THICK T PLACE SO FLOOR SLOPES 18" THAT TOOLS "' , `.'..'`:• 4�" TYP. WALL-3,000 PSI GUNITE FLOOR SLOPE SHALL BE ARE REQUIRED `� '-• REASONABLY UNIFORM AND O 6" TYP' — ' • ' �" -y^ ' ••"w $KIMMER COMPLY WITH ARTICLES 5 6 1 N FOR REMOVAL THRU 5.6.3 Vacuum (In Hg) X 1,13 Pressure (PSI) X 2.31 FLOOR ' , . '.. STEEL-TEX FORM THE SLOPE of THE FLOOR FROM Feet Of Head Feet Of Head OR KRAFT WALL THE SHuow END AU "' •':.. �'�• �'� TOW RDS TH D P AR A H 1 •°"" �•':+: �' NOT EXCEED 1 FOOT IN 7 FOOT TYP. TRENCH DRAIN * , #3 @ 12" O.C.B.W. ptNil PtN ttE POOL SOLID Vacuum Head + Pressure Head X}2 x32' CV STEEL GUNITE = Total Dynamic Head GHNNNEt"ORP`N CNNNNEVORNN jHERPPy �os ti'-6" 14'-6" 5'-tin GRAVEL BE TO PUMP fi- 21i'—ti" SWIMOUTS SPA WALL SECTION TYPICAL SECTION THRU POOL (NO SCALE) - (NO SCALE) PIPING SCHEMATIC (NO SCALE) HYDRO -STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1' WATER TABLE IN SHELL TRENCH DRAIN .5" POOL 2.5" SPA MAIN DRAIN POOL DETAIL (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/#3 REBAR 012" O.C. EACH WAY 0' TO 3' - 8" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY 6 J ?. —I :. J ' 00 P P MISC. NOTES 1, ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2, HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED +6" ABOVE POOL cl/ 4 EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: * SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE F� 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 10" MIN a, 4. .a N a a a G STEPS (NO SCALE) 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 3000 P.S.I. VENT LINE NOT TO BE FURTHER THAN 40 FT FROM POOL 25' MAX WET LENGTH TO JET PUMP 32" CHANNEL To AiR I DRAIN VENT g• .r TO FILTER PUMP —7 TO AIR / .a• `�:: VENT 46 SPA DETAIL (NO SCALE) POOL PATIO WATER LEVEL ••`..fit`• .:..:� �.: i •: ;.• •'' .. 'r 4•° •<•. 12 VAC FROM POWER SUPPLY zd- ";: t. UNDERWATER LIGHT 1" PVC CONDUIT POOL FINISH SCHEDULE 40 PVC SLEEVE '.•'% NO BONDING *• *' OR GROUND REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (NO SCALE) 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 Al12.19.8 Li u 32" CHANNEL DRAIN AND SUMP 2.5" 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 PU 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. VSFHP165 PERFORMANCE CURVES CIRCULATION PUMP m LL uj su tiLL as - w _v . W 30 r,,,,,"' w a • 1130 RPM Cj J�1NMM'NiI1111WHHHH9Nf h- 0 10 4 X fi0 W 30 00 100 110 120 130 140 150 10In Isle_0W 39 GPM LOW GPM HIGH 90 r,ED Jandy FlaPro Series Pumps Max-Rated{FHPM) SPA HYDROS Tatat 0mmic Haab'. Ftundn Pee rquara inch JFuao+WdaO tpsN I V L_L_ .J V l71 IVI 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: ___ 5,960_ al 180 =39____+___XXX =XXX (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 112—gpm Maximum System Flow Rate. Return Piping to be-21--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. (:.,lake and Model) See Engineering Page for Drain Configuration Pump Model JANDY FLOPRO VS H.P. 1.65 Total H.P.=H.P.x service factor.1 H.p. or more must be 2 speed or variable speed Filter Make JANDY CS Size 200 Filter min. area based on 6hr. 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 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, whichever is less Pipe Size 6 fps Elf Ps 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__q2M 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' 313 gpm 0,05' 6' 534 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_317_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 Pump Model DANDY FLOPRO H.P. 2 Total H.P.=H.P.x service factor.1 H.p. or more must be 2 speed or variable speed Filter Make N/A Size --- 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 NZA Model - Controls must operate a minimum 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 c2m 00, 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: APEX PAVERS & POOL MALANCYZEN RESIDENCE 12063 S INDIAN RIVER DR STUART, FL 5��4>tNLL RC) tliilflip`> °M.1(ANDALL RO1 ER'S,�13E. `® s FL License No. 68212 Mft 44FAk Drive - Ft Pierce, FL 34982 C (° p )20D 1 TE OF ID ` " j' ®� ***EL Ct1rf V N01 tkLUDED*** PREPARED BY: SHEET: STEVE HORST Z DRAFTING & DESIGN SERVICES 3 (772)201.7846 horst.steve@yAoo.com Total Dynamic Head Calculation Worksheet`Pr series �--�---t yi.z�vtA{: Company: PEX PAVER & POOL Job #111 Date: 21f2/2019 Job Name, MALANCYZEN-HIGH SPEED 7 Address: 12063 S INDIAN RIVER DR CitylTown. STUART State: FL Zip Coder r la a Pool Volume in Gallons and for establishing a f se o s; Data can only be added to the yellow cells. Steps Mt &:2 are fo as Sind n mctl p y ye p ng g tumoverrate In Ga#ons PerA(GPM). i tlnuta . Nthe turnover rate is already established, click on the GPM calf at the end of Step 02 andt rtput flow rate, then proceed to Siep. #3: Pressing the RESET button will etasra! 1 tapered information to stiorra new workitheet lVankahoot can be saved to a file orprinted forfutute reference Caution; Pressing the RESET button wiff clear art system r0N Calculation Results ywtow.cells to stan°a newworkstaeef: - .. Tatar Friction Lass in FL of 43.92 alc0fato Poo[ Volume:, Water (TDH) 0 0 Total Friction Loss in PSI 19.01 6 hour turnover rate is regt6red to comply with ADQD IlZ -A Tent. 1A Q-A-A. I%ar&^.i Plr rah QFSe4 .. H.. REianll. alctrtate0PM& urrnover Rate'n ra:.�90 1T7H Reduction $,00 0 c 360 _Y r,?;I System TDH with Versa+3.�v lamb Plumb 6 fps auction velocity required by APSP 15 & Title 24 Standards Calculate Total Length of Suction Pipe (recommended velocity: 6..fps and below( 1.6" 74.f3 OA28 0.00 0.00 ' 2" 8.64 0.124 0.00 0.00 2.5" 6.12 0,053 O.DO 0.00 ym�plumDserom 3" 3.87 0.018 0.00 0.00 4" 2.25 0.005 0,00 0,00 6" 0.99 0.001 0.00 0,00 TpTAL 0.00 0.00 .required APSP 8c Title 24 Standards 8f sreturnvelocity r u b 15 i 90 aiculata Total Length of Return Pipe:.(retommended�eloci : B fps and below) y: 1.5" 14.13 0A28 10 4.28 1 B5 2" 6,64 0.124 0,00 0,00 28 6,f2 0053 88 4.69 2,03 3" 1 3.87 0,018 0.00 0,00 4" Z25 0.005 0.00 0,00 6" 0.99 0,001 0.00 0,00 T©TAL 8,98 3.89 ofPioFitt6ngs:llnputTotal*teachSizeFillinginYellowDelle "t" E 0.00 . _ 0.00 0.00 0.00 000 1028 445 3 0.75 0.32 FrIctlort Loan In 0.00 0.00 0.00 0.75 0.00 0.00 Ft. of Watts 2,5" 9 3 2 4.86 2.11 Friction Was: In 3.84 0.00 0:00 Ok8 054 O,DO Ft: of water 3" 0.00 0,00 Friction Loose In 0.00 0.00 0,00 0,00 0.00 0.00 Ft, of Water 4- D DO D DD `'' ",' D O.Do D.QD 0.00 aDD 8" 0.00 0.00 Faction Loss in Ft. of water 0.00 OAD 0,00 0.00 0 DO 0,00 'FQ�p)(zr 15.89 6.86 atculate.Static Suction & i}isc(tar a Lth: 2 2.00 0.87 M111"-31 3" O.OQ 0.00 Total s-Way Vafva Less 4,71 2.04 SerestfHhr Reran iunufn Frfdinre lass fs Ft ofwater psi, SatonkaadtveSsil Vadve. FrictafticBnn Loss in - Ft. of .fwwaterte' p97 SW=tl.•ftw Friction, -in Fr'rctronW-rn val- Ft.of:Water PSI input stae of input:®amber of , dtv{dafe Fntliort Lou nr n den Ems fops!;- Retain EyebaN"Rakrtn EyaEsits ..,,. MGM Ft at fittest r� Flow LA- U-UU u:uu TufalGtfeclSValv.Lose 0,00 0M I�_ aso an - = - Pro Series byZODIAC- Total Dynamic Meade Calculation Worksheet Pro Series Company: PEX PAYER 4 PO4L Job #:- Dater 2/f212019 Job Nama; MALANCYZEN•LOW SPEED Address; t2063 S INDIAN RIVER DR Cftyl,rown. STUART State. FL Zip code: Instructions: Dat e can only be added to the yellow calls. Steps fit & 2 era for calculating Pool Volume In Gallons and for establishing a turnover rate !n Gallons PerMlnute {GPM}, H the turnover rate is already established, click on the GPM call at the end of Step 02 andinpuf< flow rate,: than proceed to Ste #3, pressingthe RESET button will clear all In uted information to start a new workshaet. WoNraheet can be saved to a file or printed for future reference. p Caution; Pressing that RESET button will clear all System T'DH Calculation Results yaltow cells to stet¢ a naw worksheet • Total Friction Loss in Ft. of 11.68 alcufate Poatltoluma: Water (TDH) Q' Total Friction Loss in PSI. _ 5.05 6 hour turnover rate is required to comply with APSP 15 and Title 24 Standards. Versa Plumb Reduction Results alcufate GPM & Turnover Rate in Hours. 2.90 . N VMMT, 7T)HReducuon39 I System TDH with Versa 8.78 .7 Plumb 6 fps suction velocity required by APSP 15 & Tins 24 Standards Calculate Total Length of Suction ipa; (recommended velocity: 6 fps and Below) I - f 2 0 091 0.00 0.00 t 0 2" 3.74 .026 0.00 0,00 0.011 0,00 0.00 versa Plumbs etdmc roTAt 0.00 1 0.00 8 fps p return velocity required by APSP IS &. Title 24 Standards 39 =nicufate Total Length of Return Pipe: (recommended velocity: 8 fps and below) 15" 1 6 F nt in 2.19 000 ,Woe Fit, Fk, of Water 2" Friction Loos In 0.00 0.00 Ft, of Watts 2,5" 9 Friction to" 10 0.82 0.00 ft, of Water 3" Pristine Loos In 0,00 0.00 Ft, of Water 4- F,kh- Leas in 0.00 000 Ft, of wow 6" Friction Lose in 0100 0.00 Ft. of Water I,!, Static "cu n & Discharge Lift: 2 - 2.00 0.87 1.91 1 0,83 0.00 .,.... _.m.........^ 0,00 ....... 0.00 0.00 2A9 0.95 3 0.16 0.07 0,00 0.16 0,00 0.00 3 2 1,G3 0.45 0,00 OAD 0.12 0.00 0.00 0:00 0,00 0.00 0,00 0.00 Me 0.00 000 0.00 C.00 ,, 00 0f0 0,00 0.00 0.00 0.00 0.00 'M:i f' 3.38 1.46 Y 3-Way Valve 90' ao, iw Sine: Flow 11W f 3" 0,00 0.00 Total IlMay halve Loss 0,96 OA2 elc!and F04 Type and Size: $00S1.00 0.43 V fliiM� I Nx y sdacl in•fiae, Mosal Ines is Frictipr Lenin : Vatre it. of water: PSJ 13 I 1..6 0.30 Select Jandy Check Valve Str*ight Flow Size: freight.::rough 0.00 0.00 2" 0.00 0.00 2.6.1 O,CO 0,00 3" 0.00 0:00 heck Valve ( Fiow Slza:. erect landy Heater Type and size`' .-icon. 0.00 r. c 'EM Select At ui ipure Salt Cell; 180' Install 9e" Install 0.00 0,00 by ZODIAC`-- I I Total Dynamic Head T Calculation Worksheet tJ �-;ROrq)Series Company: PEX PAVER & POOL Job #:A J Date: 2112l20f9 Job Nama. MALANCYZEN•SPA Andress:12063 S INDIAN RIVER DR City?own. STUART State: FL Zip Code:_ J fr tnstmcdarrs: Data can onlyhe added to the lbw sails. Steps #t 8 2 are a calcutaurrg Pool Volume In Gallons and establishing a Ys P g u v :r established Iickon GPMc 't eendaf. to t mo ar ate !n Gallads P rMlnute GPhI . if the turnav " to ahead a the a!L a the 5 #2 and to ut a l ) aria is already P P flowrate, `th ro ed to all ko utod imbrmation to start a now worksheef. Wot*sneet can _...f an p sea Stop #J. Pressing the RESET batten wftf clear p be saved to a file or printed forfntueo reference, Caution: Pressing the RESET button will clear alt rystbrn 7'1'lH Calculation Results yellow cells to start a now worksheat, : Total Friction Loss in Ft, of 50,27 Iculate Poof Volume. , Water (TDH) 0 D Total Friction Loss in PSI: 21.76 6 hour turnover rate is requked to urmptywith PIEei _^ APSP 15 and Title 24 Standards Versa Plumb Reduction Results JC.alculato GPM & T{trtlbver Rate in Hours,- TDH Reduction $,75 tsa I System TDH with Versa Q 6 asQ_ 96 41.52 "• lutmb Plumb fi fin" ti Artnr,n unit. tm..7 rod by LAMP 15 11 Title 14'stsrM-A.. Calculate Tole Length of Suction Pipe; (recommended velacily:6 ,Pa mid be 1.5" 16.07 0.483 0.00 0,00 2" 9.22 0.140 0.00 0.00 .. 2.9" 6.53 0,060 0,00 0.00 verse Plumb 8 ®fern 3" 4d3 0,021 0.00 0.00 4" 2.40 0.005 '0.00 O.DD 6" i.48 0.001 0.00 0.00 0.00 U0 8 fps ret crn velocity re air&d by APSP 15 & tide 24 Standards 96 alcufate Total Length of Return Pipe: (recommended k? ocIrr. 8 fps and below)' 1.5" 15.07 (1483 'f a 4.83 2.09 2" 9.22 0,140 1,40 0.61 2.6. 6.53 0,060 4.57 1,96 3" 4. f3 0,021 0.00 0.00 4" 2,40 0.005 0 00 0,00. 6" 1,06 0,001 TD klL O.OQ 10,80 0.00 4.67 aiculareTotalHumber ofPipe pitiangslln t,TotalofeachSizeFfWfi lnYT000WCells) t5" 12 ilium tion FricLoss In 23.16 0A0 000 0,00 0.00 0.00 2398 10.03 Ft, of Water 2" 8 6 8 0.00 8,11 351 Friction Luse In 0.00 0,00 2.80 LOB 3.02 Ft, of Water 2,5" 8 1 1 0.00 433 1 88 Motion Lou In 3.85 0.00 O:DD 0.18 0.31 Ft, of Water 3" 0:00 0.00 0,00 Friction I.. In 0.00 O.OQ 0,00 0,0tl D,00 Ft of water 4" 0,DO 0.00 O.00 Men- toss in FL of ware, 0.00 0 00 0 QO 0.00 0.00 6" 0 00 0,00 O.DO Friction tom in 0.00 0.00 0,00 0.00 0.00 Ft. of water TEITAL 35.62 15.42 s[cufate Static Suction & Oischat' a Litt: 2 Mot 0.87 Select Jandy 3-Way Valve. Stra®h Fiow &ize 1.5" strai ht �ough .. , 0.00 0.00 2" 0.00 0.00 2,6" 0,00 0,00 3" 0.00 1 0.00 Total3.Way Valve toss 0.00 0,00 Select Jand Fitter Time and size; '`� 9 �Ml 1 None 0.00 0.00 swealmtiaor Fric6ol'.Canin F6.6-Lenin valve Ft cf_-water PSI input tAtw of IrtfWt tfambea• of ; ardividnk Frictiar Loss In FYicnan Loa to PSI' aebfm EyefssN aetalrr Eye Is Retain GPM Fk, of warns iolafCheekVIlveloss;..', 0.00 0,00 No„e 1 I Q,Qo ProYbyZODTAC- eries - Z DESIGNED FOR: APEX PAVERS & POOL MALANCYZEN RESIDENCE 12063 S INDIAN RIVER DR STUART, FL V A boo 0 o a g a yrI F O tv 11;o m q UfU•'i ca7ay ZCUQFA0 i W O W o o0 w a c� Z U N N O LLog to gm�Zo W cc 9c3� M3 N 6 P4 z ,�b`l)idillpl/If! •° M, RANDALL RODGERS P .,� L,i $e f*. 68212 ;W -_ 1801 Hazelwoo �r • Ftrce, FL (772)201-1634.. ��� ST TE OF 0 1 ' ! iOr 6 i � ***ELECTRIC N INCLUDED*** PREPARED BY: SHEI; STEVE HORST 3 DRAFTING & DESIGN SERVICES! 2 (772)201.7846 hnrst.stevW@vnhnn.rnm