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HomeMy WebLinkAboutPOOL PLANSOLASER RESIDENCE POOLS FILE CO P 6y Fa?vAtt-'�'iglz-©coo) SCREEN ENCLOSURE THE PORCH FACTORY FILE COPY 11 � FLOCRETE DECK: 1125 SQFT MOONLIGHT MIST GREG INC. CONCEALED FASTENERS OR ATI'AGNMrd ARE THE RESPONSIBILITY OF THE 27 3 CbKIRACTOR OR RECORD J i 5 v 'ry I VE NNPINE SbNG A D MAPPING INC. 249 NO 2240 NO *PHONE-772-339 a ie°h JENSEN BFACH, LORID34957 BE4CH,i FLORIDA34957Y W68 L#%&jAPy NE@GMAIL,COM I CHILD BARRIER TO DEC-0-DRAIN ST. LUCIE COUNTY BUILDING DIV N REVIEWED FOR COMPLIANCE i .� PLANS AND PERMIT MUST BE KEPT ON SITE OR NO INSPECTIONS) WILL BE 0 FILE COPY HOMECRETE HOMES SUPERINTENDENT,• JEREMYALNERT772-267-2216 cbN - FASTENERS OR ATTACHMENTS t pESPONSIBILITY OF THE RETURN LIN OTOR OR RECORD 8rr VACUUM LINE 2" 18" 12' 12' / STEP TILE WATERLINE TILE: KEYSTONE IRON STEP TILE: GRIS IRT-9698 (NPT) FLO-CRETE: MOONLIGHT MIST EXPANSION 30INTS: WHITE INTERIOR FINISH: BLUE GEM CHILD BARRIER:BLACK ON BLACK PLUMB WATER FEATURES FIRST 17 too 1 X2 f F i m z 0 0 \1/ FLUSH SPA TILED SPILLWAY NICHELESS SPA LED EXISTING LANAI TO BE TOPPED +/- 350 SQFT 101 STEP TILE NICHELESS POOL LED 3' 4" IS4 18" DEEP END 56" MAIN o� SPA MAIN T 6"_.-._-.. R. }. p.. SPA HYDRO LINE 2.5" SKIMMER LINE 2" 3"- 2.5" SPA MAIN DRAIN LINE 2.5" SPA RETURN LINE AUTOMATION: 8SCIC20, INDOOR KEYPAD, I5-4, SCREEN LOGIC, AND Shape. RECTANGLE Width: 7'6" Xll' Depth: 3FT Aerlhreler.37' Square Foetaye: 77 NaterlaG WA.wy. TILED I have reviewed and I give my approval to proceed with the construction of this project. P3 Customer Date N Z 0 Z i s MAX WIDTH: 18' MAX LENGTH: 26' 9" DEPTH: 3' 6" TO 5' 6" PERIMETER: 89, SHAPE: " L" SHAPED SQUARE FEET: 428 DIRT FROM EXCAVATION: HAUL LEAVE: NO LEAVE & SPREAD: NO LEAVE -MOVE -THEN SPREAD NO EXTRA FILL & COMPACTION NO JOB ENTRANCE: LEFT SIDE OF HOUSE 6 X 6 TILE: KEYSTONE IRON INT FINISH: BLUE GEM STEP TILE: GRIS IRT 37-9698 (NPT) FILTER: CLEAN & CLEAR 150 PUMP: INTELLIFLO VSF MOTOR H.P. 3 HP MAX TIME CLOCK: IN PUMP CHLORINATOR: INTELLICHLORIC-20 LIGHTS 3 GLOBRITE, 2 POOL,1 SPA TRANSFORMERS 2 POOL CLEANER: DORADO VAC LINE 1 MAIN DRAIN: 32" CHANNEL _ SKIMMERS: 1 RETURNS: 4 SWIMOUT: YES HANDRAIL: NONE FILL LINE: NONE OVERFLOW LINE: NONE SPA SPECS: 7' 6" X 11' RECTANGLE SPA WITH 8 HYDROS SPA PUMP SUPERFLO 2HP SLIDE: NONE HEATER: ULTRATEMP 120c TANK: N/A VAC. HEAD: N/A VAC. HOSE 1 VAC POLE: 1 BRUSH: 1 LEAF SKIMMER: _ 1 TEST KIT: 1 OVERFLOW LINE: NONE FILL LINE: NONE TREE REMOVAL: NONE STUMP REMOVAL: NONE WATER & ELECTRICAL SUPPLY: REAR OF HOUSE ELECTRICAL HOOKUP: PAYUK LEFT SIDE OF HOME BACKWASH LINE: STD BLUE FLAT LINE PATIO: 1125 SQFT FLO-CRETE COLOR: MOONLIGHT MIST EXISTING PATIO: 350 SQFT TOP TERMITE: _ STD DEC-O-DRAIN: WHITE FOOTERS: STD PLANTERS: NONE OVERPOUR: YES SCREEN ENCLOSURE: THE PORCH FACTORY " WHITE" SAFETY FENCE COLOR: BLACK ON BLACK CUT & CAP SPRINKLERS: NONE APPROX GALLONS: 14,450 PUMP G.P.M. SEE ATTACHED SOLAR BY: NONE 6" X 6" t;�lAai�lr� OVERPOUR MOSAICS Designer: ROBERT WOOD YES NO X _I_ X Address: 8886 S FEDERAL HWY City: PORT ST LUCIE FL 34982 Phone: 772-337-9713 ext 20 Cell- 772-631-3948 Email: robertbwood@att.net License #: CPC 1458338 Name: NIKALUS BLASER Address: 9502 POINCIANA CT City: FORT PIERCE FL Cell: 954-305-2888 Email: nik.blaser@gmail.com St. Lucie —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 or approved Hurricane Rated precast equipment pads —Water Heating equipment to comply with FBC 2017—R4501 t1PTE REMOVE CRATE & WELL PgNT PLUG FROM MAIN ORAIN & ATIACH 1111affir".MWRELINEWHEN EMPT6"x6 GRATE SHALL BE SECURED ININ PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL TRENCH DRAIN TREADED PLUG )1" PER FT�i OR PU TILE GANUE TILE 4' SLAB TERIOR 2500 FIBER MIX FINISH 4J " TYP, WALL-3,000 PSI GUNITE STEEL-TEX FORM OR KRAFT WALL JPSI #3 0 12" O.C.B.W. NOTE: FOR DEPTHS GREATER THAN 6' ADO: (1)/3 COVE BAR 06" O.C. GRAVEL BE TO PUMP TYP. WALL SECTION & WELL POINT (NO SCALE) OVERPOUR OR CAP TILE WHEN PROVIDE D WHERE APPLICABLE SHALL BE AT 20" MAX PRESSURE GAUGES INSTALLED ON BELOW THE FILTER PUMP FOR FINAL INSPECTION 6"x6' TILE WATERLINE SPA BENCH 18" BELOW WATER LINE Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 Feet Of Head Feet Of Head SWIMOUTS (NO SCALE) Vacuum Head + Pressure Head = Total Dynamic Head GRATE SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL TRENCH DRAIN GRAVEL �— 4' SLAB 2500 PSI FIBER MIX 4J' TYP. WALL-3000 PSI OUNITE fi' TYP. FLOOR STEEL-TEX FORM OR KRAFT WALL M3 0 12" O.C.B.W. TO PUMP - SPA WALL SECTION (NOSCALE) HYDRO -STATIC RELIEF DEVICE INSTALLED IN VENT LINE NOT TO BE AREAS THAT EXCEED 1FURTHER THAN 40 Fr WATER TABLE IN SHE FROM POOL 25' MAX TO Er WET LENGTH :;: TO FILTER TRENCH DRAIN PUMP :.`.;, c PUMP y.. TG AIR•: � ' TO AIR VENT %1•%.;7.3�,CHANNEL '"d i�.:` VENT DRAIN ; rr Ta oRAvn an MAIN DRAI POOL DETAIL (NO SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER - 4' THICK WALLS W//3 REBAR 012" D.C. EACH WAY 3' TO 6' - 6- THICK WALLS W/13 REBAR 012' D.C. EACH WAY 0' TO 3' - 8' THICK WALLS W/t3 REBAR 012' O.C. EACH WAY J� 3 MISC. NOTES ro L ALL STEPS AND SWIMOUT BENCH EDGES WALL HAVE 206 CAPIILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR ASIBKIIY 2. MODHOLD TO BE INSTALLED ARE WHERE DECK RAISED +6" ABOVE POOL 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 UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES • COMPACTION TEST OF THE a4CKFILLED MATERAL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO STEPS ( SPA DETAIL (NO SCALE) GRADE LAC RAISED AREA ELEV. & GRADE (N ) POOL PATIO WATER LEVEL UNDERWATER Z LIGHT 12 VAC FROM POWER SUPPLY SIZE AS DETERMINED BY LICENSED ELECTRICIAN ` \— 1" PVC POOL FINISH . CONDUIT STEP DETAILS r ,. 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 RE SOLD GUNFE 3000 P.S.I. ,.t' "` REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (NO SCALE) (2) #3 REBAR OR (1) #5 REBAR FOOTER DETAIL CHLORINATOR HEATER FILTER UTt1AS J0� w�GµNS HEATER 8Y-PASS SKWO VOo- ORNRftal ORµ` 3 Lwo`O'ORO 0LN6 6110 C00 PIPING SCHEMATIC DECK 1 ROW OF WATERLINE TILE 3 6"" WATERLINE 1 Mar 5'-!3" uc r � 7 PUMP W/ FEAR & I E3 STEEL 0 12' O/C E.W. SLOE UNT STRAINER pgyp W/ MRg ELOOR SLOPES 6' THICK OBf6TS8 LINT STRAINER FI^nR "^11 tl1°, rr IMIN 11- REASON_•Nly INFORM AN COMPLY WITH AmaES 5.6.f J THE SLOPE OF THE FLOOR iWOY - THE SHwaW END wAa TOWARDS THE DEEP AREA SHAL NOT Exarto f Fam N T ram CUSTOM MOLDED PRODUCTS INC. SINGLE CHANNEL aML OLTRET CMP 25506-32X VGB PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN COMPLIANT WITH 2017 FLORIDA BUILDING CODE ISTED TOASSMF/ANSI A�Yg 32" CHANNEL DRAIN AND SUMP 25506-320-000 *THREE 2" SOCKET x 2.5" SPIGOT PORTS *DEBRIS GUARD INCLUDED *38.79in? OPEN AREA 9AMPO 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 (wall) when using 2" plumbing. RETURN TO POOL THREE-WAY WATER TO SHEER I� VALVE DESCENT L44%%7% 0 P 4 j11- SUCTION FROM POOL TYPICAL SHEER DESCENT DETAIL FILE COPY -- NPV%Ar r-�t6(Z (D49 120'-9-1 TYPICAL SECTION THRU POOL (NO SCALE) Determine System Flow Rate: Minimum Flow Rate 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 25 _inch to keep velocity 0 8 fps max. at- 117 gpm Maximum System Flow Rate. Return Piping to be 2.5 inch to keep velocity 0 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 PENTAIR INTELLIFLO VS3050 H.P. 3 Total H.P: H.Px serAce factor. 1H.p. a more must be 2 speed or variable speed Flitter Make PENTAIR C&C Size 150 FMer min. area based on 6hr. tumowitow rate pool gal. 1380 min. -Flow Rate Divide G.P.M. by Cartilages =.375 or Sand =15 a D.E. = 2 Time Controller make ON PUMP Model ------ Controls moat operate a minimum of two speeds. The hiaher speed override is not to exceed one nornal ovals a 24 In. whichever is less Pipe Size 6 fps 8f Pas 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 1m 0.10, 2.5' 86 gpm 0.05' 17 pm 0'09 3' 136 gpm 0.04' 18 m , 7' 4' 234 gpm 0.03' 313 gpm 0,05' 6' 534 gpm 0.02' 1 712 gpm 0,03' Determine Pipe Sizes: HYDROS Trunk Piping to be 2inch to keep velocity 0 8 fps max. at_ 117 gpm. Maximum System Flow Rate. Return Piping to be--Z.—inch to keep velocity 0 8 fps max. at 1lL 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 PENTAIR SUPERFLO H.P. 2 Total H.P.-H,Px service factor. I H.p. a more must be 2 speed or variable speed Finer Make N/A Size --- Filter min, arm based on 6hr. turnover flow rate pod gal. 1360 mhn. - Flow Rate Divide G.P,M, by CarlMge =.375 or Sand =15 a D1. = 2 Time Controller make N/A Model ------ Contrds mull operate a minimum of two speeds. The Naha soeed! ovaride ls notto exceed one normal cvde or 24 hm. vAddlever ia 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.ga0.10' 215' 88 gpm 0.05' 17 gpm 0.09 3' 136 gpm 0.04' 181 . 7' 4' 234 pm 0.03' 313 gpm 0.05' 6' S34 ppm 0.02' 712 gpm 0.03' DESIGNED FOR: POOLS BY GREG BLASER RESIDENCE 9502 POINCIANA CT FT PIERCE, FL ENGINEER: GREGORY ARIAS PROFESSIONAL ENGINEER PE-73071 10299 Southern Blvd. #211 / Royal Palm Beach, FL 33421 (305)879-0541 ***ELECTRIC NOT INCLUDED*** PREPARED BY: SHEET: STEVE HORST 2 / DRAFTING & r,{ DESIGN SERVICES (772)201.7846 korststeve@yaboocom PENTAIR TDH CALCULATOR Pool Information PBG-BLASER-HIGH SPEED Flow Rate: 102.05 GPM Total Piping Lengths: Suction Lift: 2 Ft Inlet Side: 46 Ft Discharge Side: 92 Ft Maximum Pipe Velocity Allowed: Piping Sizes: icaneult your local code) Inlet Piping: 2.445 In Branch Piping: 6 Ft/Sec Discharge Piping: 2.445 In Inlet Piping: 8 FVSec Piping Head Loss at 102.06 Gal/Min: Discharge Piping: 8 Pt/Sec (not incuding fittings or valves) Inlet Piping: 2.95 Ft Discharge Piping: 5.91 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 Sizes: Flow Rate: 102.05 Gat/Min Branch Piping: 3.0 In Your Head Lase: 77.01 Ft Inlet Piping: 2.5 In Maximum Flow Rate Discharge Piping: 2.5 In at Maximum RPM: 102.06 GaliMin Ensure the drain eovar mex Haw rating is not exoeetlsd. Head Lola at Maximum Flow Rate: 77.91 Ft 150 50 System Head Pressure Curve IntelliFlo Variable Speed, VSwSVRS, VF, or VSF- 3450 rpm Clean System Desired Operation Point 0 50 100 Selected Components components_ x ew. a x.e. ass., law. . eai.V3F-saWa 4 2M 1 aD,a yvplnlrel + n Clva�atlfJM 1 eW R. I I lxn a 1e8 Piping IM saaaa I ... sane eualtly WSNb +asoa,aln WGpne Nbw 5 13 Ist Oft- a_ a 1 am Twr a 3 a.n Pumps x.n. a.aa IIVAIFb Vasge axryy Y&eVgB. VF. 1 IX V9F nua aeeeemans.w nee. ve enae0...v[. aaeatao Mecsalls raYraw4, eaaro swraac, aarassbl« Xa�eaaeaaMb4MertAW aFYIWax'N«N^Jaa sa aa. N6G AS NMMW mryeNc,bea t4A]slaeeaW«NAa earHea. Vnhu ap�s.,v uaya[M. wrae atl bmYNMiNMee MevYbuaem Ma dWnrR anmtuvePo N34esenMNAma eau+r.ail..ee..w.xx.wro�.muaanenwweme.«a axww.Iaroawa S+a Im rno.e r�cm.merwmrveexl. xeexeua«apoaran.aanearvave ua,reeal®ua x. av amaxweymamwa aeaaavaabam[.e nak, a.awae Ipkb[erxiaafiax[n, mMeWglvmW PoMe4smagWglV'4en11'e ylbNr 150 P E N'7"A 1 R TDH CALCULATOR Pool information PBG-BLASER-LOW SPEED Pool Volume: 14450 Gal Total Piping Lengths: Turn Over Time: 6.25 Hrs inlet Side: 46 Ft Suction Lift: 2 Ft Discharge Side: 92 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult your local code) Inlet Piping: 2.445 In Branch Piping: 6 Ft/Sec Discharge Piping: 2.445 In Inlet Piping: 8 Ft/Sec Piping Head Loss at 38.63 GaVMin: Discharge Piping: 8 FVSec (no[ Incutlmg fittings or valves) Inlet Piping: 0.49 Ft Discharge Piping: 0.97 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 Sizes: Flow Rate: 38.53 Gal/Min Branch Piping: 2.0 In Your Head Lose: 18.41 Ft Inlet Piping: 1.5 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 102.05 Gat/Min Ensure the drain cover max How rating is not exceeded. Head Lose at Maximum Flow Rate: 77.91 Ft System Head Pressure Curve 30 25 20 0 15 H] 5 O O 10 20 30 40 So VOIUmetrl0 Flow Rate (GPM) Seceded Components Components aONa Nw auaa Ilaypq IC-yy t a. T.rSJwT Mre4 n9 Nm pan ay ck.,.aoee au UMTary 1 tare +IeNRaen a net Piping me Mesa, IM4oea Mm see, aualaM a.90WMln pp4[alptcy a 13 1D1 a pre .. 0 0 aW Ta Txmph II J a18 Pumps vans e+nur IMaifb VasW 6qW Va184A.9. VF. 1 «VBF w rwver axllenwa 6m lgYrae[I.w er rselW.n% ftwsobOmcanna Ffryrawne4rMrmuae. sores sWasseed- ..v CMiCaarry.,w�a ear..m. wdMoeaw�ar[mnwwero ,seas see a[.vueru..eokemew+ksbm.uawsuresawwanx muMMLfiYunM,W rt9e3 rwrm W evW eW xNYee uW0Nk6wenenlevmf�lbdKakmeF4tlw�a adaearllMwrn H.v[wlWe Nuaeiwa[agweW era PaiW W�brhaeM$4 pe.IMn mx,aNemW nmrb Ma x.e.rr.lx.«ewl+laeeeaderx+.eam.ewaova.. ewwer.. e. marl�ar+/apwm aewaAleva.atwr. ve�ra.rv..m. n'alrlPoaegararraevu a++'"'d p'Y rWit.Mkaksla«elgVbla'A'«d[Kr. ELECTRICAL BQUWWKNT VHtING. GROUNI NO AND HMALLATION MUST CONFORM TO THE 2017 N.B.C. AND APPLICABLE LOCAL CODES 30" 1101E z 6'6' HIGH z 86a DEPTH CLEAR WORENG SPACE IN FRONT OF ANY PANEL BOARD PER 110.111 110.26(2) AND 110.26(6) OF THE 2017 NATIONAL ELECTRIC CODE aPmM. a)m LNRir JUNCI MN OF (r MN OF r OHOtf POOL OEC4 V N.E.C. /PRi04E0 r PIC CONND01 __j6_ W PROOF R.N. WOR IN BE MORE 3-112 IN THW W Fl✓pR POOL 1/2' OCtODe EDGE MO NOT :: N1MIN 8' OF POOL EOGE 18 SOW WPj1WRE�Z TO EOIWDWK BOND N.B.C. 2017 SEC. 680.22(8) SOLID COPPER CE TO GROUND ELECTRICAL DETAIL NOTE: ALL ELECTRICAL WORK SHAIL CONFORM TO N.B.C. 2017 SEC. 680 (SAI@ LARD FOR - NNOpR ra1N 18 _ 00 OREM iPPRO)FD CUYPS 18 Saw COPPER BDND Miff WON MPRM CVIIPs NICHE 18eMIN-24'MAX .. _^'rT CF-M 1-r8 SOLID BWE COPPER M W K W)N PPPRM OiOPs 0 (4) SOLES OF GI NIIE POOLS BOND TO POOL s1E0 EQUIPOTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTION OF THE N.E.C. 2017 SEC. 680.26 PENTAIR TDH CALCULATOR Pool Information PBG-BLASER-SPA Flow Rate: 95 GPM Total Piping Lengths: Suction Litt: 2 Ft Inlet Side: 28 Ft Discharge Side: 42 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult your local code) Inlet Piping: 2.445 In Branch Piping: 6 Pt/Sec Discharge Piping: 2.445 in Inlet Piping: 8 FVSec Discharge Piping: S FVSec Piping Head Loss at 96.00 Gal/Min: (not incuding fittings or valves) Inlet Piping: 1.58 Ft Discharge Piping: 2.36 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 Sizes: Flow Rate: 95.00 Gal/Min Branch Piping: 3.0 In Your Head Lose: 22.44 Ft Inlet Piping: 2.5 In Maximum Flow Rate Discharge Piping: 2.5 In at Maximum RPM: 95.00 Gal/Min Ensure the drain cover max flow rating is not exceeded. Head Loss at Maximum Flow Rate: 22.44 Ft System Hood Pressure Curve 40 30 ga 20 10 O 0 50 Vol Selected Components 2hp, G.. Single Speed (348025) Clean System Desired Operation Point 100 Comlwrnma nrwa arS pe 0 Kweaee a am vaamewx a 1n Piping IMN ar[xvW IM Me• Nmw Ouuxb earns/ Y0.a o 0 A. ti m re iaegrcebry a rnslpl da Pumps a- a am 31g. E,. Baas saeea(JaL�) 1 uvemm,neaxlemanrao.mw�.,.eerRro+. M. xn.wrroo, x,wcm.,®, s.riwmm, Imwnwsm eoxiwwm aleans.ne- we�q'[Isitlb0. FraNA'IrebmvNed0.�Wr s&grYyyaNS�y M[. aMbbaliAMmm�«�k,m IM lMrwl.WsawWweyn. pTixWq.IgYBe6slgma/MR1 nm�ve«bemxe.axxaaalke H6rmyeeer[aa INS 4GMtlMdC /NlxPoebbbbebana�« ab«e,ngMexllwen tls wmledbwvrl[xe,aMaeWyp ppay MYrRa W gas. xa iewewmreMPa'MmrYetlro x.maean,da[+e xx�n.x.wrm.[mudaxe4 enw..+».u+d N1uw[wax[,w[er.tw,.mw rwxarmwwln. xynnaermsreaee.. wawrax««ma. Pa+ar 4.n.aa [aavene.naq.y. FILE COPY �Cve_wr tS(z 0L\C10