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Home My WebLink AboutTDH CALCULATORYYON A) PENTAIR TDH CALCULATOR JMCUSTOM-ORTIZ-HUG I SPEED Pool Information Flow Rate: 109.58 GPM Total Piping Lengths: Suction Litt: 2 Ft Inlet Side: 4 Ft Discharge Side: IR Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult your local cud.) Inlet Piping: 3.041 In Branch Piping: 6 FVSec Discharge Piping: 2.44i In Inlet Piping: a FVSec Discharge Piping: 8 Sec F Piping Head Loss at 109.56G IIll (not incuding filings or valves) Inlet Piping: 1.11 Ft Discharge Piping: 63C Ft For advanced points that contain multiple suctions, this program may be inaccurate. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. Results: Your TDH Calculation Suggested Minimum Pipe Siz s: Flow Rate: 109.56 Gai/Mm Branch Piping 3.0 In Your Head Loss: 74.67 Ft Inlet Piping: 2.5 In Maximum Flow Rate Discharge Piping: 2.5 In at Maximum RPM: 109.56 GaNMin Ensure the drain cover max now rating Is not exceeded. Head Lose 9 74.67 R Maximum Flow Rate: System Head Pressure Curve im 125 q 100 S 6 75 � a clean S m Variable Speed, VS+SVRS. W. a VBF- 34S Clean Syste Desired Operation Point 0 0 50 100 150 Volumetric Flow Rate (GPM) Selected Components Components Head Loas at Name Quantity 109.560a1iMin InmI11CMmIC-40 1 407 7x2S'3yA,wmm 5 1255 Main pain 1 2.00 clean and Clear t 791 In inch Realm 4 3107 Piping Inlet Discharge Head Lossa Name Quantity Quantity 109S900him 90 degree eitow 4 11 6 36 45 degree elbow 0 1 a23 Tee Through 0 3 1as Pumps Name Quantity ImelliFlo Valabc Speed, V8+SVRS. VF, t or VSF eec84SH we wa.ntl P aIIGyKIOppMYnity Sun Touch®, andE. Sama- he Unkbtl SMma wMiwoMw' 0 PENTAIR TDH CALCULATOR JMCUSTOM-ORTIZ-LOW SPEED Pool Information Pod Volume: 16DOO Gel Total Piping Lengths: Tura Over Time: 115 Him Inlet Side: 44 Ft Suction Lift: 2 Ft Discharge Side: 86 Ft Maximum Pipe Velocity Allowed: Piping Sins: (.nsmt your lows.do) Inlet Piping: 3.043 In Branch Piping: 6 FVSec Discharge Piping: 2.445 In Inlet Piping: Ft/Sec Discharge Piping: 8 FVSec Piping Head LOSS M 34.41GaUMin: g (real invading finings or valves) Inlet Piping: 0.13 Ft Discharge Piping: 0.74 Ft For advanced pools that contain multiple suctions, one program may be inaccurate. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. Results: Your TDH Calculation Suggested Minimum Pipe Sizes: Fran, Rate: 3441 GaaMin Blanch Piping: 1.5 In Vow Head Loss: 9,06 Ft Imat Piping: 1.5 In Maximum Flow Rate Discharge Piping: 1.5 In W Maximum RPM: 109.541 Gal/Min Ensure the drain cover max now rating is not exceeded, Head Loss at 74.67 Ft Maximum Flow Rate: System Head Pressure Curve 3s 5 Int.IDEb VadadeSpeetl. VS+SVRS. VE 0r VSf - t200 coon Clean System Damned Operation Point 10 20 30 40 5 Volumetric Flow Rate (GPM) Selected Components Components Head Lawson them Conan", 34MO cow imiu Nw IC-40 1 0.76 7 x2S3wey vaWa 5 0.49 Mein Drain i 0.37 Chan end Clear 1 067 12 inch Realm 4 307 Piping Wet Denatures Head Loasat Name Quantity casualty 34.41Oa01aln M demse elbow 4 11 0.74 d5 degee elbow 0 1 0m Tee Through 0 3 0.13 Pumps Name Quantity Ime1IiFlo Version Speed, VSeBVRS, VF. 1 m VSF ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES 30" WIDE z 6'6" HIGH x 36" DEPTH CLEAR 1roRKING SPACE IN FRONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2) AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE SERVI TRANSPORIBR CPEONAL 2N0 UGHT JUNLTON-90ii(5) W P MIN OF a' DISCO RNSCT '-POD- MENW/S.T. j,B. AROVE POOL DEC" W PTOCQE-aWra1 I. O n.LO ApPRWED PQOL egg. I' Ptc cgu... :�� WATER PROOF G.F.I. MAST NOT BE MORE 3-112 IN THAN 20' FROM POOL 1/2' CONDOR EDGE AND NOT _ WITHIN 6' 6 POOL EDGE ra MUD COPPER WIRE Z TO EWWOTENIVL BOND N.E.C. 2017 SEC. 680.22(3) 18 SOW COPPER WIRE TO GROUND ELECTRICAL DETAIL NOTE: ALL ELECTRICAL WORK SHALL CONFORM TO N.E.C. 2017 SEC. 680 I EQUIPOTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTION OF THE N.S.C. 2017 SEC. 680.26 Pentair TDH Calculator Page 1 of PENTAIR TDH CALCULATOR JMCUSTOM-ORTIZ-HYDROS Pool Information Flow Rate: 130.68 GPM Total Piping Lengths: Suction Lift: 2 Ft Inlet Side: 44 Ft Discharge Side: 82 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (..suit your mcel codal Inlet Piping: 3.043 in Branch Piping: 6 Fusee Discharge Piping: 3.043 In Inlet Piping: 8 Ft/Sec Discharge Piping: a Fusion Piping Head Loss at 130.68Ga0Min: (not incuding fillings or valves) Inlet Piping: 1.54 Ft Discharge Piping: 2.87 Ft For advanced pools that contain multiple suctions, this program may be inaccurate, Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. Results: Your TDH Calculation Suggested Minimum Pipe Sins: Flow Rate: 130.68 Gandhi Branch Piping: 3.0 In Your Head Lose: 62,61 Ft Inlet Piping: 3A In Maximum Flow Rate Discharge Piping: 3.0 In at Maximum RPM: 130.68 Gal/Min Ensure the drain cover max fig. rating is not exceeded. Head Loss at 6260 Ft Maximum Flow Rate: System Heatl Pressure Curve 425 100 O 2 75 i 50 Lemossione Inlelfrito Variable Speed, VS+SVRS, W. or VSF - 3450 rpm clean System n asired Operation Point D 0 50 iD0 150 Volumetric Flow Rate (GPM) h1tosSiftirvirwpentairpartnem com/mark tdh/index Ic 5/22/201 Selected Components Components Head Lace M Mama Q... Hy Machines, 2'x25'3aswv Am 1 3.88 Main pain 1 2.65 in inch RNum 4 "As Piping IMst thadmrge Heed Lassat Name coaMity Quantity 130.680"1. 90degraaeltav 4 11 4.15 45 degree el ov 0 5 0.70 Tee Through a 3 Pumps Name Quantity Rearm vary speed, vS•SVR6, vF, i or VSF All Pentair hademwke endlogos are avned by Pentair Inc. lnrelNFb®, InwlwC mvi EasyTov",, osoorouche, sun,he, sin Easeleci^a are regishmad hademaha endip mommaAs or PonMb wafer Pool and Spe, insdmm . am,,fs efiiialspenles in or. untied stabs anw aruhbr couMdes. UMeas eawa%dyewes!,rwnes avd trrendsmf%as pa _"-aarmaasarp d:warisdawmaiaaaa nit amOm8,0wefnm notes, v endwassia 'N'smMeomieaksese m' Nmaarxs matWmft am am b,. monk issi, b,. 7]rmesoc, maadbanQa retry bsaa nigdemaNSOr regia4ved balemalk9 d!Maio INrQ fwaes. aecaiEN am am g,mantiymp'q'IrpaiunbMprc'bEMaRV:cea, pow. ago lob night to Manua spetlfi�aru wkhoutp,anoiea.lea'eae'isen eaaN 19amaNY ampmyec p GmAej By w_ 1' n .a O: • ENGINEER: GREGORY ARIAS - PROFESSIONAL :ENGINEEIlPE-73071 10299 Sbuthign Blv(L 4211282 _ oyaillli�Bc311, EL 411 (305j879.054 DESIGNED FOR: •� JM FORM & STEEL se ORTIZ RESIDENCE '4aE ECTRIC NOT INCWPW Da4k A 11675 TWIN CREEKS DR PREPARED RYv SHECT: FT PIERCE, FL STEVE HORST 3 DRAFTING & DESIGN SERVICES 3 (772)201.7846 horst.steve@yahoo.Cgm I! PLOOAp./i XG I IVY It s" AAjMdAANV - 1 A ----ri - -- 2"- SK)rkr 1ek — 5 --- 5 '^-- 2"- V46 441#J JT -- V -^- V --- ,i) lZCrvRW6 —A — Ia -� 3" (N0?F_TS ----T ----7' w___. 2"- W514CERO>GGFa o —w--w— Yt/ — Y✓ _4 4V — VV _ VV _ w W . L u P t. 4 rt j fi A. 5 I 1 Mi V V V �_. V _n.. V. W153�aw�T iwj15 r �5 IwR� i +iLL- - _ 1(a X Sot & ,50 _T I F-13 CD4; �URG� L EQvn:,v av-r iJL lAe3J)lliCv WIRE 2017 N'itG,ip$paLvLcj +i+' lV' Pedro 00a at ad, 3LDETm Rr rAlt P3 R � y, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT OMPLNECESSARY IPPLICABLE CODES. ,;C � ;Eiij t PAVER 'PATIO Lr?I74 F-ocrmR CF11i v �MxRIIEA Prnz cove CriGcr2vw, VV I Z a Lq ST. LUCIE COUNTY BUILDING DI ION REVIEWED FOR COMPLIANCE REVIEW BY DATE PLANS AND PERMI MUST BE KEP JOB SITE OR NO INSPECTION(S) WILL E MADE RECEIVED JUN 0 6 2018 ST, Lucie County, Permitting FILE COPY POOL SPECIFICATIONS Max Width ( (p Max Length 3)ok Min Depth '3'4P, Max Depth (p' Perimeter 84' Area �GaY'S4 Elevation FiuDSE'i- Dirt fromExe. L54VF- Returns y Vac Stub Cleaner Other Plumbing _ (gSTkcLTXU-ET6—Ca)W,47£i7MU- Fill Une p7G7 Overflow PC> Tile (p" X fie, Step Tile Cantilever il�} Bullnose VE'6 Raisebean(s) IN °,It F i 14 — - `cit p Light 3CaCX,>LED Transformer 300tta lbox '2 Timer _ aU® Automatic Controls Xt{13`)F4/ SIZIG147- C,0;V7ROL Patio Type ,li,4il EJ2'`..,t' Sq.Ft. 5O9''`� Color C>Ls>o?tkS C pe>)CE Existing V E6 Sq. Ft. qco' Footers . Eg wJsteei #5 Y NO Termite Treat y,E6 Interiorfinish GE1C( Pump ?1E1C>Tl4)R H.P. 3bt5o t3*;, Chlorinator <0 NO 6A4Z-7 Bench 1 a Handrail tvo Gallons 1(p00C> Turnover Time Hrs. Mins. Cleaning Kit DEb-OKF. Heater -AiC) Size -�—'�^- --- Formboard Survey �YNOG7C� Final Survey YES NO Compaction YES NO Ac9F-i t!L COMMENTS 'a7 a'aFiLGT2'�i�CElt,rl" 4V�F0�'"l21��1E.-."� JOB SITE U-4vier I YLA i e4I, Or4-i ri 1 &'75- ?`ac=Isf r k : CONTRACTOR JM FORM & STEEL INCORPORATED dba JM CUSTOM POOLS INCORPORATED #772-486-0821 Lic.#CPC1458456 CONCEALED FASTENER5 OR ATTACH- , c ARE THE RESPONSIBILITY OF 1-1,17, C,ONTPACTOR 08 RECOAP FILE COPY ° � a • r e • y a • A ' • • • • Pool construction complies with FBC 2017, ANSI-7, ANSI-15 —Water Velocity —Max 8ft/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 WHEN PROVIIDED SHALL BE AT 20" MAX BELOW THE WATERLINE SWIMOUTS (NO SCALE) PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION n po. I? Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 Feet Of Head 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 MAIN DR IN 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 NOUN 0127 O.C. EACH WAY 0' TO Y — B° THICK WALLS W/#3 REBAR 012' O.C. EACH WAY d,16Y�[iII 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR MSIBILffY 2. HANDHOLO TO BE INSTALLED ARE WHERE DECK RAISED +6" ABOVE POOL ft. F� � EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED - SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT • NO UNDERLINING OCCURS OR ENGINEER APPROVED IF ANY DOES • COMPACRON TEST OF THE BACKRULM MATERNL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO 10' MIN 4 a '! 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. STEPS (Nil SCALE) / N0SF' REMOVE GRATE 8 SICK Y' PER FTC MIN SLOPE WELL POINT PLUG FROM MAN COPING i ATTACH AUX. PUMP ACCEMPTYING UNE EN POOL LINE WHEN 6"x8" TILE • ;x.: 'r"'�.'"': , GRATE SHALL BRICK PAVER PATIO BE SECURED IN INTERIOR PLACE SO FINISH glra' TtP. 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 0 12" O.C.B.W. GUNRE NOTE: FOR DEPTHS 4 E GREATER THAN 6' ADD TREADED PLUG .• ..Y '% ` (1)#3 COVE BAR 06" O.C. GRAVEL BE TO PUMP TYP. WALL SECTION & WELL POINT (NO SCALE) RAISED CONCRETE EXPOSED & TOPPED IA ''10 — SLOPE (1) J5 REBAR POOL PERIMETER !i OR (2) 13 REBAR RAISED AREA ELEV. & GRADE (NO SCALE) POOL PATIO IfER LEVEL —. .. '.L! -'t`^s:i `S FROM POWER SUPPLY z 1' LIGHT g CONDUIT UNDERWATER LIGHT NICHE LIGHT APPROVED NICHE ENCASED — *, :..• •.:'.:. GROUND CLAMP '. IN GUNITE �' � � �, CONTINUOUS BOND WIRE POOL FINISH :.' COMMON TO POOL STEEL, RAILS & EQUIPMENT UNDERWATER LIGHT DETAIL (NOS ALE) 2,1 (2) #3 REBAR OR (1) #5 REBAR 12 PAVERS FOOTER DETAIL (Na SCALE) 'HAR & LINER Yw• , T C1)w•.._ 000- PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC. SINGLE CHANNEL DUAL OUT CMP 25506-32X VGB PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN COMPLIANT WffH 2017 FLORIDA BUILDING CODE I IM TO SM /ANSI At 12 19.8 32' CHANNEL DRAIN AND SUMP 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 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 fining 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, SUCTION FROM POOL TYPICAL SHEER DESCENT DETAIL (NO SCALE) S.S. PIN EPDXY 4EA #3 REBAR SET IN PEDISTAL FROM POOL FLOOR INTO SOLID POURED PEDESTAL ITC 1 12" ROUND PEDESTAL - TABLE & PEDISTAL SCALE) CPC1458456 DECK --� 1 ROW OF WATERLINE TILE 3rE WATERLINE — 8'—Qrr LIGHT MAX _I 1 LEVEL FLOOR 3 STEEL • 12" 0/C E.W. 6° THICK F100R SLOPES FLOOR SLOPE SHALL ff RFASKINI UNFORM NNI CaNPLY Will ARR IES S. I TWIT 16.3 THE SLOPE OF THE FLOOR FROM THE SHMOW END WALL TOWARDS THE SHALL NOT EXCEED 1 FOOT IN 7 FOOT 4'—O" .Nv 901 01, " TYPICAL SECTION THRU POOL (NO SCALE) /LSALLS # 2&1 NOT GREATER THAN 11 • Determine System Flow Rate: Minimum Flow Rote 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: __ XXX gal / _— XXX =_ XXX + XXX = _XXX (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be 3 _inch to keep velocity ® 8 fps max. at— 181_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 Pcge for Drain Configuration 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 GPM 0,10' 25' 88 gpm 0,05' 17 m 0.09 3' 136gpm 0.04' 81gm .7 4' 234 gpm 0.03' 313 gpm .05' 6' S34 gpm 0,02' 712 gpm 0.03' Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3 Total H.P: H.P.x service factor. I H.p. or we must be 2 speed or variable speed Filter Make PENTAIR C&C SW 150 Fitter min. area based on 6hr. turnover flow rate pool gal. 1360 min. = Flow Rate Divide G.P.M. by Cadddge=.375 or Sand =15 or D.E. = 2 Time Controller make ON PUMP Model ------ Controls must operate a minimum of two speeds. The higher speed override Is real to exceed one normal cycle or 24 has, whichever Is less Determine Pipe Saes: HYDROS ONLY Trunk Piping to be 3 _inch to keep velocity 0 8 fps max. at 181_gpm Maximum System Flow Rate. Return Piping to be-3—inch to keep velocity 0 8 fps max. at 181 _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 Slze 6 f s Spins 1' 16 pm 0.14' 21 gpm 0.23' 1.5' 37 gpm 0.08' 50 gpm 0,14' 2' 62 gpm 0,06' 82 gpm 0.10' 2.5' 88 gpm 0.05' 117 m 0.09, 3' 136 gpm 0,04' 8l gpm 0.07 4' 234 gpm 0.03' 31 g -A . 5' 6' 534 Qpm 0.02' 712 gpm 0.03' DESIGNED FOR: JM FORM & STEEL ORTIZ RESIDENCE 11675 TWIN CREEKS DR FT PIERCE, FL ENGINEER: GREGORY ARIAS PROFESSIONAL ENGINEER PE-73071 _4ON9_SodlhemBly& 1282 -Palm Beach, FIL 2f.. (38�5)OM41 ***ELE�IRIG NOLINCCUbED*'* PREPARGUBY: SHEET: STEVE HORST SERVICES 2 / DRAFSERV & DESIGN ICES 3 (77212014M horst.stevedvahoo.com r • • • w