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HomeMy WebLinkAboutPOOL PLANSm n J ~HIV-5� ©, cit'-p arrrztrrtZ REVIEWED FO E r�az c esa� CODE COMPLIA ST. LUCIECC LINTY sO 4�p FILE COPY. ,i W4iF _��___... YV _-_...e,.�.. µd r...,....... �r ,..«,-..,.. .�,�7 ..........._ Uj 31 �t Arl All r r7 + jr S �t �� �J1III $ 310' S40i X 33' R - w 113 �8'r --'—yhlVI t �2 { p1 ( I r VV I g;� t -P, lea $� ' p II A VEPTH IT \ \ �•\ r�R, t-Ct? 4 '3�3'9', � 1' �71 7 O P. _. 11 �...__.��.,t It Om __ _ Oar i I prig `PDL.Y ROOF 34110' vR r R co,�c-�+rt"G Prf77o gfcvpS,(, Fta kFmie.w W/Foar-7.,+via me SGiR�'C1U J�tta�i.G�ui�� v5y bTJf?^?2 r ravr�aT�.�t�7"/it �. �dtc�d7lty� WIRE NMG.�dAJ'% CcsetCc,oi/mG•� /1?LU 16U KEY' POOL SPECIFICATIONS Max Width 1 i b Max Length Min Depth —Max Depth`" Perimeter cjLa` Area S'70' Pr Elevation >"I evp 31F7`• Dirt from Exc. L-El4 iE Returns Vac Stub YEZ5 Cleaner Other Plumbing (q) FY 7a $L>68t i - 017Z /l Fill Une Overflow jl G Tile (,a x (c' Step Tile Cantilever Raisebean(s) Bulinose NU ` + jv" — a,+4P�� Light cL Transformer Jbox 3 Timers Automatic Controls raj �?`L./7l/7 if772 Patio Type Sq.Ft. I ' Color c>w,0596 aHcic-& Existing y Fz Sq. Ft. q,9 5 3o r-7- Footers Y w/steel #5 YES NO Termite Treat interior finish GEAt Pump Chlorinator ?rFR7T,F61R H.P. "V6 GO ES NO 6144f 7— Bench YE'6 Handrail tt Gallons '%D0Z--+ Turnover Time Hrs.3Mins.'{ Cleaning Kit 'L?Ez-CiXE Heater Size Formboard Survey Final Survey YES,,,) NO j i�C7 YES NO Compaction YES NO1�`/d COMMENTS 6C3Etr"a iJ Joe SITE or'? 0aK roi CONTRACTOR JM FORM & STEEL INCORPORATED dba JM CUSTOM POOLS INCORPORATED #772-486-0821 Lic1CPC145$456 44 ON . R.. (;6- C�,•��CENSF,'Q .. r �P PE 68212 $ 2 h 2019 I ntGEi V-� APR 2 2 Zt11s rotanry, F'mr mating SCANNED. BY St. Lucie County , P.E. 1801'1`116�dood Drive Fort Pierce, FL 34982 Ph: (772) 201-1634 —Pool construction complies with FBC 2017 ANSI-7 ANSI-15 —Soil bearing capacity assumed 2 OOOpsi @95% compactioh —Equipment Foundation 3'x7' conc slab min 3 5" thick pour in place or approved Hurricane Rated precast equipment pads WHEN PROVIIDED SHALL BE AT 20" MAX BELOW THE WATERLINE SWIMOUTS (ND SCALEf-- PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION N Vacuum (In Hg) X 1.13 Feel Of Head MAIN DRAIN `x� a/,`_ ' ` Pressure (PSI) X 2,31 Feet Of Head Vacuum Head + Pressure Head = Total Dynamic Head ;IU]:TsII�'1G11Ie73i18[)i 1 x L x: L TRENCH DRAIN POOL DETAIL (NEI SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER - 4' THICK WALLS W/Lr3 RESAR 012" OR, EACH WAY 3' TO 6' - 6- THICK WALLS W/13 REBAR 012" O.C. EACH WAY V TO 3' - 8" THICK WALLS W/#3 RERAR 012" O.C. EACH WAY J 3 O� EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROwDED: ' SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE Q� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT ' NO UNDERLINING OCCURS OR ENGINEER APPROVED IF ANY DOES COMPACTION TEST OF THE RACKFILLED MATERIAL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO NOTE; REMOVE GRAZE & 4" PER FT—�-� WELL POINT PLUG FROM MAIN DRAIN &ATTACH AUX, PUMP UNE WHEN EMPTYING POOL Oa"M OR CAP RUE WHERE APPLICABLE :r 6"x6" TILE ��+" .•,Ar.'iL� GRATE SHALL 4" SLAB BE SECURED IN INTERIOR'' •' 2500 FIBER MIX PLACE SO FINISH 4ux" TYP. WALL-3,000 PSI GUNITE THAT TOOLS ARE REQUIRED FOR REMOVAL •'� STEEL-TEX FORM OR KRAFT WALL 6" IYP. FLOOR TRENCH DRAIN 3,000 PSI #3 0 12" O.C.B.W. GUNITE NOTE: FOR DEPTHS TREADED GREATER THAN 6' ADD PLUG :'L'' ' (1)#3 COVE BAR 06" O.C. GRAVEL 8E TO PUMP - TYP. WALL SECTION & WELL POINT (ND SCALE> 2x4 TIE -BACK AT VERTICAL 2x4 (3) 2x4 STRONG BACKS AT EACH Bit SHEET OF PLYWOOD - (3)16d NAILS EA. CONNECTION 2 U PLYWOOD _T PILE SHORING DETAIL FOR EXCAVATION LESS THAN 5' FROM EXISTING STRUCTURE (ND SCALE) CL L1 '0E_ (1) #5 REBAR POOL PERIMETER OR (2) 43 REBAR EXISTING GRADE OR 1' TO 4 SLOPE RAISED AREA ELEV. & GRADE (ND SCALE) I. (2) #3 REBAR OR (1) #5 REBAR a FOOTER DETAIL (ND SCALE) r HAIR & MNER CMPHN`�' OPNW PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC SINGLE CHANNEL DUAL OLMZ CMP 25506-32X VGB PER FRC450166 COMPLIANT 32" CHANNEL DRAIN COMPLIANT WIT 2017 FLORIDA BUILDING CODE LISTED TO ASME/ANSI A112.19.8 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 PUMP The maximum flow robng 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 pod 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 VALVE DESCENT n. ......... S:. ...5::::.... d FILTER SUCTION FROM POOL TYPICAL SHEER DESCENT DETAIL (NO SCALE) JM CUSTOM POOLS DECK CPC1458456 Rmfld I ROW OF WATERUNE TILE WATERLINE - MAX 5'_6" UGNT S 1 /3 STEEL 0 12' O/C E.W. $�L4CE 6' THICK OBEdffB THAN 11' alm =MN TYPICAL SECTION THRU POOL (ND SCALE) Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL 1. Calculate Pool Volume:===ft=_=_x 7.48(gol/Ft) = __====_gal PUMP (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rote: _ XXX , gal / XXX =_ XXX _+_XXX — _XXX Determine Pipe Sizes: (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) .Trunk Piping to be_ 3 __inch to keep velocity ® 8 fps max. at 181 gpm Maximum System Flow Rate. Return Piping to be__25_inch to keep velocity 0 8 fps max: at 117_gprn 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 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' 82ocim 0.10, 2.5' 88 gpm 0.05' 17 nom 0.09 3- 136 gpm 0.0,V 81 g 7 4' 234 m 0.03' 31 g m .05' 6' 534 gpm 0.02' 712 gpm 0.03' Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3 Total H.P =H.P,xseMm faft..1 H.p. or more must be 2 speed or vadaMe speed Filter Make PENTAIR C&C Size 150 Filter min, area based on ex, banner bow rate pool gal. /3so min. = Flow Rate Divide G.P.M. by Camitlge = .376 or Sand =15 or D.E. = 2 Time Controller make ON PUMP Model ------ Controls must operate a minimum of two speeds. The hlaher speed override Is not to exceed one nomnal cycle or24 his, whichever is less Determine Pipe Sizes: HYDROS ONLY Trunk Piping to be X inch to keep velocity 0 8 fps max. at 181_gpm Maximum System Flow Rate. Return Piping to be --!—inch _inch to keep velocity 0 8 fps max. ot__18Lgpm 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 Plpe Slze 6 fps Bf PS POOL PATIO 1' 16 gpm 0.14' 21 gpm 0.23' .<: ,�..... •:..' t:. , . ,... 1.5' 37 gpm 0.08' 50 gpm 0.14' MISC, NOTES WATER LEVEL :+ j;::,..,.., r•:' ;:. PRE—FAB TOP lllil/ 1. ALL STEPS AND SWIMOUT BENCH EDGESF'�'", .•;'; -7. ...: •..'..,.; ::: 62 gpm 0.06' 62 gpm OLIO' L ROD WILL HAVE 2x6 CAPHLE BORDER OF OPPOSITE •C''''?' 2.5' 88 gpm 0.05' 117 m 0.09, \ \� Ci / COLOR OF GEM FINISH FOR w51BWIY :;!:. 3' 136 gpm 0.04' 81 gpm 0.07 �\ \CEN,3 2. HANDHOLD TO BE INSTALLED ARE WHERE V F (S DECK RAISED +6' ABOVE POOL .`,,�:,•` 12 VAC FROM 4' 234 gpm 0,03' 31 g . 5'ZZI > •,: POWER SUPPLY % aa�maM 10" MIN ; �; x S.S. PIN EPDXY 6' 534 gpm 0.02' 712 gpm 0,03' '�9�r'gO +. UNDERWATER z_ SET IN PEDISTAL AEA 3 REBAR Wi �; PL(.1Haelwo. D*e*921 . = r LIGHT �.-' FROM POOL FLOOR `,t ; 1s Aa2elwooaDrtvak = n + COPVC NDUIT INTO SOLID DESIGNED FOR: POURED PEDESTAL POOL FINISH N y " ,+ a A. STEP DETAILS 1. TREAD IS MIN OF 10' WIDE.: SCHEDULE 40 PVC SLEEVE JM FORM & STEEL 2. RISER NOT GREATER THAN 12" EXCEPT IF PENTAIR GLOBRITE-sHA Wi ,:W JER 4"ELEC OT INCLUDEDI*' MORE THAN (3) TREADS ARE USED AMP 30 70 1�•x NO BONDING WILLIAMS RESIDENCE 3. All. STEPS TO BE SOLID GUNITE 3000 P.S.I. FUSION -FUSION POOL PROD - REQUI ED 0 t 2"1. 12 ROUND PEDESTAL 2675 TWIN OAKS TRAIL f9tFPAREDaY: SHEET: MODEL G4/U FT FIERCE, FL STEVE HORST Z STEPS NICHLESS UNDERWATER LIGHT DETAIL TABLE & PEDISTAL DRAFTING& (NO SCALE) (NO SCALE) (NaSCALE) DESIGN SERVICES (772)201.7846 hnreLefwwano+w n PENTAIR TDH CALCULATOR Poolinformation JM CUSTOM-WILLIAMS-HIGH SPEED Flow Rate: 110.2e GPM Total Piping Lengths: Suction Lift: 2 Ft Inlet Side: 64 Ft Discharge Side: 100 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult you, local code) Inlet Piping: 2.445 In Branch Piping: a FVSec Discharge Piping: 3.043 In Inlet Piping: 8 Ft/Sec Piping Head Loss at 110.26 Gal/Min: Discharge Piping: 8 Ft/Sec (riot Nlcuding fillings ol'valvas) Inlet Piping: 4.74 Ft Discharge Piping: 2.56 Ft For advanced pools that contain multiple suctions, this program may be inaccurate. Consult a hydraulics engineer. This program is for single pump Warne with a single body of water. Results: Your TDH Calculation Suggested Minimum Pipe Sizes: Flow Rate: 110.26 Gal/Min Branch Piping: 3.0 In Your Head Lose: 74.34 Ft Inlet Piping: 2.51n Maximum Flow Rate Discharge Piping: 2.51n at Maximum RPM: 110.20 Gal/Min Ensure the drain cover max flow rating to not exceeded. Head Loss at Maximum Flow Rate: 74.34 Ft System Head Pressure Curve 150 125 100 S 0 75 50 25 0 0 50 Selected Components Components xana rX Man Dri wayYW Mein cN» W se 112110axe.Wm Piping Nam. W Asa nW T. res , T. r»aYn Pumps Nam. ure Vuliw Bq.d.Ve.5VA3, VF. a VEF .+"-- Intelli Flo Veriabie Speed, VS+SVRS, VF, or VSF - 3450 rpm Olsen system Desired Operation Point Xw b[eM al,.naly no.a D.uxm 1 I11 2m 02 3a1 a ear Ines Quasi as".. 'mini amllty I111a0WMm 6 13 57. p 05, 0 3 oa7 Qum" I A, Itseem nid Ussak[ap bpi bdmeEby POfum MC IMNXVmi A An. Anna W 7d Nq ImW mauAue iands"Rea a in"m sra raprennd WNmeM, Mtim lruNmvk,YParnv WeMffarentlspa.NE... uIDand eminause. mass Otan lw mxMNY 17r,4,we.p,eaYy Ma4,W»YW be Mad Md w,nR lnelmgbuWNN9tb[u'IeManaluepbvMGn in Otani manldeeau PBem dMamamw 4d b/vltls mrd Penax WEW WMeml Spa, Ina. InaenMYMdbuldamaybalnE ,ell.lsw'asan. IhmNYw WNtvpeY In'un, ✓emeM,ouYy"funq wapWsl:xgawa{lYrYw W»mA, bW npnlmroena.»aemnne,nmaapa„bnw.nannl.,. an mrvnl anpnmip•xnpnym. 150 TDH CALCULATOR Pool Information JM CUSTOM-WILLIAMS-LOW SPEED Pool Volume: 17000 Gal Total Piping Lengths: Turn Over Time: 6.75 Hire Inlet Side: 64 Ft Suction Lift: 2 Ft Discharge Side: 100 Ft Maximum Pip* Velocity '.wed: Piping Sizes: (consult your local code) Inlet Piping: 2.445 In Branch Piping: 6 Filsec Discharge Piping: 3.043 In Inlet Piping: 8 FVSec Piping Hand Loss at 41.98 Gal/Min: Discharge Piping: 8 FVSec (not Incuding fittings or valves) Inlet Piping: 0.79 Ft Discharge Piping: 0.43 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 PIP* Sizes: Flow Rate: 41.98 Gel/Min Branch Piping: 2.0 In Your Head Lose: 12.33 Ft Inlet Piping: 1.5 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 110.26 Gal/Min Ensure the drain cover maxflow rating is not exceeded. Head Loss at Maximum Flow Rate: 74.34 Ft 25 20 15 `o 10 5 0 0 To Selected Components Components ImWi,CNmlc.a rx2r3MyYeM Man wen ca»mdcwv 1Q.Rebm, Piping N.m. Assam ads .a I. INmyl Pumps a- InnYM as apw0. Ve-6VRS. VF mW System Hm--I Pressure Curve Inteith Flo Variable Speed. VS.SVRS. VF. or VSF - 1400 rpm clean System Desired Operation Point 20 30 40 VolumeMc Flow Rate (GPM insul as owI e.0 exam I us is O 5 OB] 0a5 , yw [ 19r Inan Welurye WWwe.l Quellly Ouims, 41.10.10nn 3 13 096 a 5 00 3 3 p.oe aminey 50 60 MPerW bWmMCWAxa-.0 Pnau 4N WaFIVO enaC .Ea,R,,neb heJORAme. SaRess aM Ew 3Nw' nnpebMlehmakY E,oW undi nbn, NPen.' mu. Par mu sm Inc. anMrineRtldea suou"h eW in.IAn W Amu MM xdhw Wu,hlm Un4fiupnaNynd.1»m.6eMbarAeWUtiNpaRea lMlmeyM u,.din Ni,IKK. Inan named sin.nanaal's suane.ea,le. d d.na WlImas InserdareW, mrd/'miler, Wele, Poolerb 3p. Lb.IMaanMae NabMdsmey de ilia ,unide " avian -I me,u:mana InlM pa ws. Rxw» wu.nmdlindurvrylnwmw,govPreS,tl, and.wl»e. vamu,re»nw w aYMmwnP».wrmeon, wnnmdp,bnm». anW real addm mP>,rerrymnworm. STAINLESS STEEL ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST HANDRAIL CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES (SAME BONDING FOR LADDER) 30" AIDE z Bail" HIGH z 38" DEPTH CLEAR FORKING SPACE IN ANCHOR WRH FRONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2) W.L. 18 SOLID COPPER AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE BOND aRE Wit APPROVED CLAMPS }6 SOLD COPPER BONO win WITH 12 LIGHT OPTIONAL 2ND tICHT SERVICE APPROVED CLAMPS TRANSFORMER JUNCTION -BOX(. �Ce HT HT NICHE I-IB SOIID BPRE COFFER MIN OF 6' I.B.WIRE 18"MIN-24"MAX Cart. PERIMETER BONO ABOVE POOL DECK WITH APPROVED DISCO ECT POOL TIMER W/S.T. ,B, CLAMPS 4' TO 6' BELOW W/P 1000.E SaTCN S1.184 OE BOND TO .F.I. ENTIRE EO�UIPS ENT ALL-INGROUND O N.E.C. N''PRDYED E BOTG I" PVC Conuff . WATER PROOF GF.I MUST NOTBE MORE Y(11 W I/ ' CON I-BB SOUR BARE COPPER 7FPN POD FROM PoDL = BONG WtiE WITH AP%IOa1D EDGE AND NOT C WITHIN 6' DF POOL EDGE IB 4P11D COPPER ARE C i CLAMPS ®POOLS SIDES Of OJNBE Bab TO To €aAPOTExl4L Bea STEEL Poe BTEEL N.E.C. 2017 SEC. 680.22(3) IB SOLID LOPFER WIRE TO GROUND ELECTRICAL DETAIL NOTE: ALL ELECTRICAL WORK SRALL CONFORM TO N.E.C. 2017 SEC. 680 EOUIPOTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTION OF THE N.E.C. 2017 SEC. 680.26 PENTAIR TDH CALCULATOR Pool Information JM CUSTOM-WILLIAMS-HYDROS Flow Rate: 129.20 GPM Total Piping Lengths: Suction Lift: 2 Ft Intel Side: 64 Ft Discharge Side: 92 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult you, local cods) Inlet Piping: 3.043 In Branch Piping: 6 Ft/Sec Discharge Piping: 3.043 in Inlet Piping: 8 FVSec Piping Head Loss at 129.26 Gal/Min: Discharge Piping: 8 Ft/See (not incutlNl9 fittings or valves) Inlet Piping: 2,20 Ft Discharge Piping: 3.16 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: 129.26 Gel/Min Branch Piping: 3.0 In Your Head Lose: 63.42 Ft Inlet Piping: 3.0 In Maximum Flow Rate Discharge Piping: 3.0 In at Maximum RPM: 129.26 Gal/Min Ensure the drain cover max flow rating is not oxcesdeN Head Loss at Maximum Flow Rate: 63.42 Ft 125 100 £ 75 50 25 0 a 50 Selected Components Components Nun T[2S3"a sees, 1A ina Pwwn Piping xwW OdEA- aeea-eSaW Tp 11.pg11 Pumps a- nwlEv l,.b'e smw, ve.srlre, vF. e, System Head Pressure Curve Intelli Flo Variable Speed, VS+SVRS, VF, or VSF - 3450 rpm Olean Systam I Desired Operation Paint Ned lw..1 DuenNly 13x34 D.YNin 1 9)0 1 n 4 0,21 lain DameI N»db»e Pumas aY� mus DM ix 0 42 J 0A1 0 3 Dp Pass I 100 ISO Nl Fum. heaemdrd me W.--m Eyhma,. ln[. IMisnIO. WIQG r&.1 rWM®"Ine1-lar sus ImPuR aM E. saI mramne near-kI anaides"dN.. Was PoW uq se.. im sea 001mm ru,g-In es em7eEMum cruse mmWec. MbmnenndIaLym,KKW,daa unM0an -bl MirdwrlieY WlmaybeWu¢MirLI IN.epd.mMmenlaW euwdlbelewenYtwee .1 em.d M, I Runs 1.pu*.a---AnemWx-1 anM1uftanSan.. PMIW,M YO andeMunia onAmW. 4faWawniw Pmeu -.wasmaM,anX'w \\\\��OP�U ROD(;' F I W T�r;'� A rrr5sar 1 } dy�S \\ O F0 �G J74-�----- -- �a� �° - vx` �aa - V -1 D -��' � ,D - a C, �' �, JKW ... o O�G JG� GG dot ___ ru ��R1 v� i'�k` R\� l Lr� 1 I �tS��dl \ N RW j� ii 8 1' R ((C7rX 33, a w { IV .I � t �A�j 1 it s V I $rt �7- -> V �R ("f°'Cr 'r`� �. if7�`� � � � is t iZ LFa •ix' r r + foes, R S'R µad r E� TD Y KOOF &a°.,'T°)pa GC%tI�C,TLET� r'h477Gs �S'cva ��.r, Fract¢rn� W�Fe�OTEXL �xyv vlt, Rar�.,T-�fticrfr� 6 C R —rr-!i' r-ac�c 11.l�r�r1r WIRZ. NEG°„�Alrlla 4a dGa�� 11 VAf51WG, KEYy t VAC z, t w _ _ V 0 POOL SPECIFICATIONS Max Width 901 Max Lengths Min Depth MaxDepth s �" Perimeter cj 0, ` Area Fr Elevation nexP gc7- Dirt from Exc. LZAvE Returns T q Vac Stub E✓ Cleaner - -- _.--,.._-•..,_ Other Plumbing (q)TtJ P'V'TLT6--B0ei&M—WATCH'# Fill Line OC> Overflow A.Xo Tile (o' X (r Step Tile YJE-6 Cantilever YC6 Builnose !Ub Raisebean(s) `-I-,IV -}-(9" Light ej> o II�e,1F.1jransformer MEs'c, Jbox Timer +UL7 Automatic Controls �!G°7 i GleS7Z1CaHT f e�tt Tk� Patio Type Sq.Ft. 13e ,'Of 'Color ot,,08'95 CWzytc Existing • E'76 Sq. Ft. q07 5,5a rt-' Footers ;z`t;> W/steel#S ES NO Termite Treat yr"- Interiorfinish GEpo Pump PFILIT81y H.P. V Zara Chlorinator ES NO ; pit:7— Bench Handrail 1¢"? Gallons 1900 Turnover Time Hrs.3Mins.Y Cleaning Kit -DQ-L>X E Neater YES- Size AQUACAL HP Formboard Survey YES NO `—P'q / 7 Final Survey YES NO Compaction YES NOjCfC1=I L E COMMENTS 6cll F E--� V pN7 i l } 1- F�-I F'10 V M :5e JOB SITE CONTRACTOR JM FORM & STEEL INCORPORATED dba 1M CUSTOM POOLS INCORPORATED L C #CPC145$456 v���\PJ. ROOG�V//// V\%J",,,ejF ,s i PE 682T2 JUN 122019 e -p'. STATE F III IRAI Rodgers, P.E. JUN 2 5 2019 FL Lic. No. 68212 ST. Lucie County, Permitting 1801 Hazelwood Drive SCANNED Fort Pierce, FL 34982 BY Ph: (772) 201-1634 St. Lucie County A —Pool construction complies with FBC 2017 ANSI T ANSI-15 —Soil bearing capacity assumed 2 OOOpsi @95% com ap ction —Equipment Foundation 3'x7' cone slab min 3 5" thick pour in WHEN PROVIIDED SHALL BE AT 20" MAX LOW T E TWA ERLINE SWIMOUTS (NOS E) PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION Vacuum (In Hg) X 1.13 Feet Of Head i urn Pressure (PSI) X 2.31 Feel Of Head Vacuum Head + Pressure Head = Total Dynamic Head . P73Fg�L\IPl:LLLa sit s v ,A M TRENCH DRAIN MAIN DRAIN POOL DETAIL (NO SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER — 4' THICK WALLS W/N3 REBAR 012' O.C. EACH WAY 3' TO 6' — 6' THICK WALLS W/13 REBAR 012' O.C. EACH WAY 0' TO 3' — 8' THICK WALLS W/#3 REBAR 012' O.C. EACH WAY lugF 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 26 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2, HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED H6` ABOVE POOL o` ((,, EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: VV s SHORING 5 INSTALLED AT EXCAVATION AND SHORING SHOULD BE QN SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT " NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES v COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO 10" MIN e, `•: is A•. • w STEPS (NO SCALE) 4. 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 GUNNE 3000 P.S.I. Y" PER Fri MIN SLOPE NDS REMOVE CRATE 8 -► WELL POINT PLUG FROM MAIN DRAIN @ATTACH AUX. PUMP LINE WHEN EMPTYING POOL Oval OR CAP VIE WHERE APPUCIBLE • • ',. •,. y, ,:.;, ;.,11.;;,)}; yK:r':,,, ::;.: (,.•.:, a, 6"x6" TILE GRATE SHALL 4 SLAB BE SECURED IN INTERIOR 2500 FIBER MIX PLACE SO FINISH 414' TYP. WALL-3,000 PSI GUNITE THAT TOOLS ARE REQUIRED FOR REMOVAL STEEL—TEX FORM 'y, �. OR KRAFT WALL 6" TYP. FLOOR ',, TRENCH DRAIN 3,000 PSI #3 ®12" O.C.B.W. GUNITE ••. ' NOTE: FOR DEPTHS. GREATER THAN 6' ADD TREADED PLUG .(� •.A .i �' `^ •` `': (i)3 COVE BAR 06' O.C. GRAVEL B — TO PUMP TYP. WALL SECTION & WELL POINT (NO SCALE) 2x4 TIE —BACK AT VERTICAL 2x4 (3) 2x4 STRONG BACKS AT EACH 8ft SHEET OF PLYWOOD WATER LEVEL UNDERWATER LIGHT POOL FINISH — (3)16d NAILS EA CONNECTION SHORING DETAIL FOR EXCAVATION LESS THAN 5' FROM EXISTING STRUCTURE (NO SCALE) GL1�{iIfLL`LN(14t L (1) #5 REBAR POOL PERIMETER OR (2)#3 REBAR RAISED AREA ELEV. & GRADE '.4. Z POOL PATIO 12 VAC FROM POWER SUPPLY 1' PVC CONDUIT PENTAIR GLOBRITE—s SCHEDULE 40 PVC SLEEVE .I•i N' TER NO BONDING AMP 30 7 OR GROUND FUSION —FUSION POOL PROD — REQUIRED MODEL G4/U NICHLESS UNDERWATER LIGHT DETAIL (NO SCALE) u �l (2) #3 REBAR OR (1) #5 REBAR FOOTER DETAIL (NO SCALE) HEATER CHLORINATOR t FILTER ®HEATER BY—PASS PUMP W/ HAIR UNT STRAINER ?COLCUpNE11 3 CHANNEL DRNN PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC. SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VG8 PER FRC45OIS, COMPLIANT 32" CHANNEL DRAIN COMPLIANT WITH 2017 FLORIDA BUILDING CODE LISTED TO ASME/ANSI A112.19.8 32" CHANNEL DRAIN AND SUMP 25506-320-000 'THREE 2' SOCKET x 2.5" SPIGOT PORTS *DEBRIS GUARD INCLUDED A38.79in? OPEN AREA +IAMPO LISTED FLOW RATES "WHfTE PVC BODY *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO POMP The maximum Now rating for this suction Hitting 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. SUCTION FROM POOL TYPICAL SHEERDESCENT DETAIL D PRE—FAB TOP S.S. PIN EPDXY 4EA #3 REBAR SET IN PEDISTAL FROM POOL FLOOR INTO SOLID POURED PEDESTAL — 12" ROUND PEDESTAL TABLE & PEDISTAL (NO SCALE) JM CUSTOM POOLS CPC1458456 DECK 1 ROW OF WATERLINE TILE 3 F —OFF WATERLINE 5'-8" Will PUMP W/ HAIR k MAX LINT STRAINER —7 1 5 OPE FLOOR SLOPES 13 STEEL 0 12' O/C E.W. RooR SLOPE yAU. 6" THICK GREATE8 \ REASONABLY UNIFORM AND THAN 11 J COMPLY WITH! ARTICLES 56.1 THRU sal THE SLOPE OF THE FIDOR FROM THE SHADOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCFED I FOOT IN 7 FOOT 33'-0" 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(gol/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 now Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be?•5 _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. of 117 gpm Maximum System Flow Rate. Main Drain Cover(____ SEE _ABM_____) 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 rood H.P: H.P.xservkefacbmIH.p. or more must be 2 speed or vedeNe speed Filter Make PENTAIR C&C Size 150 FIher mI was based on 6hr. turnover Aow we pool gal.1360 min. =Flow Rate DMde G.P.M. by CarWp = .375 or Sand =15 or D.E. = 2 Time Controller make ON PUMP Model ------ Controls must operate a rNNmlxn of two speeds. The hiaher speed override Is not to exceed one normal cods or 24 hra whichever Is less 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 m 0.10' 2.5' 88 gpm 0.05' 17 gpm 0.09 3' 136 gpm 0.04' 181 gpm . 7' 4' 234 pm 0!03' 313 gpm 0.05' 6' S34 gpm 0,02' 712 gpm 0.03' Determine Pipe Sizes: HYDROS & DECK JETS Trunk Piping to be 3 _inch to keep velocity 0 8 fps max. at f81 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 Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3 Total H.P.=H.P.x service factor. I Hp. or more must be 2 speed a variable speed Filter Make N/A Size ------ Fder min. area based on 6hr. turnover flow rate pool gel.1360 min. = Flow Rate Divide G.P.M. by Cartridge - .375 or Send =15 or D.E. = 2 Time Controller make----- h/A Model ------ Controls must operate a minimum of two speeds. The rimer eased override Is not to exceed one normal cycle or 24 hrs, whichever Is lase_ 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' 2.5' 88 gpm 0.05' 117 COMM 0,09' 3' 1316 gpm 0,04 81 gpm 0.07 4' 234 gpm 0.03' 31 gpm .OS' 6' 1 534 gpm 0,02' 712 gpm 0.03' DESIGNED FOR; JM FORM & STEEL WILLIAMS RESIDENCE 2675 TWIN OAKS TRAIL FT PIERCE, FL �X\\L ROO(�' ENS/��i/� pP... - PCB,, i M.WAtiRO' SSE. Oh STA 0Q&e1 °q � JUN 12 Ft R1. i4+ELECTRIC NOT INCLUDED*'" PREPARED BY: SHEET: STEVE HORST 2 DRAFTING & DESIGN SERVICES 3 (772)201.7846 horst,steve@yahoo.com TDH CALCULATOR Pool Information JMCUSTOM-WILLIAMS-HIGHSPEED Flow Rate: 97.7 GPM Total Piping Lengths: Suction Lift: 2 Ft Inlet Side: 64 Ft Discharge Side: 100 Ft Maximum Pipe Velocity Allowed: Pl ping Sizes: (consult your local oni Inlet Piping: 2.445 In Inlet Piping: 8 Ft/See Discharge Piping: 2.445 In Discharge Piping: 8 FVSec Piping Head Loss at 97,75 Gal/Min: (not Incuding finings or valves) Inlet Piping: 3.80 Ft Discharge Piping: 5.93 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 Required Minimum Pipe Sizes: Flow Rate: 97.75 Gal/Min Inlet Piping: 2.5 in Your Head Loss: 75.00 Ft Discharge Piping: 2.5 In Maximum Flow Rate at Maximum RPM: 97,37 GaLiMin Ensure the drain cover max flow rating is not axcaeded. Head Loss at. Maximum Flow Rate: 74,55 Ft System Head Pressure Curve 150 125 IN S y� 75 S 50 25 0� O Selected Components Components t IntelliFlo Variable Speed, VS+SVRS, VF, or VSF L Clean System 'I Desired Operation. Point 50 100 volumetric Flow Rate (GPMI Xud tea s Xwe WeMly Ii 0WI11In IMXIIOM1WK 40 1 ae, Y%2,59wgyvelw 4 )% Men Oren 1 181 de. entl Cker 1 825 UIDeTemp I 3484 Piping N.Immt Onsee, Xe.arnmee Wde eu¢ntiry Wa1Ny a.I50aIlMin Wd"ne.1..leene 8 5 on T. MDav 0 5 087 T. Tynmen o 3 oe7 Pumps Nerve Gera, IMxIIFIa Verde Spite. V3.3VR3, VF, 1 even AFe Waser senvoe an.-eew Panel".. lnls'YFee Mseonn aaa-17-Ma Mesh--ls. SwTOless entl E. enat. mwtrMa Mia wprwNYnIMSArwnwa wybare, Nun, Ands. y as sIn. oumdl.anne umsvenMu� uinUlmM1r.eo eMwasc,r MaeMenl M. Its wm¢n NIM1w MIm[ asbwlM and Para Water Pwl end as. IM. Ties, ramie mW Anne -,W ma ..esn"Vo.d NnessIW aIMmIMNyarten a.. weer, cvw',ngmvnp 'rrbe ¢wNm[PeMsners are riateb Bern e'ese isle nexim' id son. PwllaY a bnuq✓mlrpM'IunilV mmpupr. Pool Information JM CUSTOM-WILLIAMS-LOW SPEED Pool Volume: 17000 Gal Total Piping Lengths: Turn Over Time: 7.50 Hrs Inlet Side: 64 Ft Suction Lift: 2 Ft Discharge Side: 100 Ft Maximum Pipe Velocity A 'ved: Piping Sizes: (odn.un your local code) Inlet Piping: 2.445 In Inlet Piping: 8 FVSec Olscherge Piping: 2.445 In Discharge Piping: 8 Ft/Sec Piping Head Loss at 37.78 Gal/Min: (not Incuding fluings or valves) Inlet Piping: 0.65 Ft Discharge Piping: 1.02 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 Required Minimum Pipe Sizes: Flow Rate: 37.78 Gal/Min Inlet Piping: 1.5 In Your Head Loss: 18.36 Ft Discharge Piping: 1.5 In Maximum Flow Rate at Maximum RPM: 97.37 Gal/Min Ensure the drain cover maxflow rating is not exceeded. Head Lose at Maximum Flow Rate: 74.55 Ft System II Pressure Curve 30 25 _ 20 2- IS (C,iS 10 5 0 ntelli Flo Variable Speed. VS*SVRS, VF, or VSF'., 1600 rpm Clean system Desired operation Point 0 10 20 30 40 Volumetric Flow Rate (GPM) Selected Components Components x.ed.eee n ryym saintly 3i T5a0 08fi s, IrIWflClYw is-m t Ne 25"]gyv¢Iva 1 042 Manolan 1 08, Jdarse CNar 1 .. Ilka ramp 1 t0Y Piping Inlet Maintain Hmedweal Name Ouantly Ouini 37.750almin N" re... 5 13 1'. 16da2m el[Gw V b 01. re IDrepb 0 3 0.15 Pumps ntalliga Vp enade sed, V8+SVR8, VF, eua tly e VSF AM perm bacentra es'ePI resees, DyPflnlur W. InIN§Froq MaNdens"A Sternness, Mkki inns, SanashA, are se sesel'" amrapNlertd lndxnaAt ardbrhsiamMre a Prank M., Pd ee ape ne. uldtrYe events cnes.n The Uradsae¢x.te'a- pMmMu.(lnMa¢evPr=aNYndgl eampeeM pmrMefIY1M'd p¢nMe MnlmeY /Ba¢WMIIAs d%um rn rein ene.ner ¢n¢Mbinnry aMernes.DaM9MM wM9WM bMd[andyMt&r WNNVWIMdaoe, Inc.Tlw¢anMM¢aMDxrMsmey Del, M1atlemMXao yNa db tlem9rNaWMWYIMvtl pY4Xe.R was waive MnD4VWnyiINrONlq wrprpN¢IieMaervlvpx. PeMairniervN me ryMtn[Dmr y'oSryMrceliwawWDOUprPr MNCa.lM lav iaanaqualppqunmilyampbynr. ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES So" WIDE z 6'6" HIGH z 36" DEPTH CLEAR WORKING SPACE IN FRONT OF ANY PANEL BOARD PER 110.26(A), 110.21 AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE JUNCTON-B(s(S).. W P MIN OF 8' DISCO NECT POOL TIMER W/ST ,B, ABOVE �- DECN W P TOGGLE -SWITCH 1. O N.E.C. APPROVED U4IE; I" PVC CONDUR .... WATER PROOF G.F.I. 3- 12 IN MUST NOT BE MORE 1 THAN 20' FROM POOL 1/2" COMMIT EDGE AND NOT WITHIN 6' OF POOL EDGE 18 SOLID COPPER WIRE TO ED POTENTIAL BOND N.E.C. 2017 SEC. 680.22(3) /e SOUD COPPER WIRE TO GROUND 50 - ANCHOR WITH I8 SOLID COPPER _ BOND WIRE WITH APPROVED CLAMPS I8 SOLID COPPER BOND WIRE WITH APPROVED CLAMPS NICHE 1-#8 SOLID BARE COPPER 18"MIN-24"MAX CONT. PERIMETER Bann t 11 RAD APPROVED 'JI CLAMPS 4" TO 8" BELOW SUB -GRADE BOND TO aumtoa EQUIPMENT ALL-INCRWND TDH CALCULATOR Pool Information JMCUSTOM-WILLIAMS-HYDROS Flow Rate: 12520 GPM Total Piping Lengths: Suction Lift: 2 Ft Inlet Side: 64 Ft Discharge Side: 92 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (oori your local coda) Inlet Piping: 2.445 1n Inlet Piping: 8 FVSec Discharge Piping: 2.445 In Discharge Piping: 8 FVSec Piping Head Loss at 125.20 Gal/Min: (not inedding fittings or valves) Inlet Piping: 6.00 Ft Discharge Piping: 8.63 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 Required Minimum Pipe Sizes: Flow Rate: 125.20 Gal/Min Inlet Piping: 3.0 In Your Head Lose: 41.29 Ft Discharge Piping: 3.0 In Maximum Flow Rate at Maximum RPM; 126.20 GaitMin Ensure the drain cover max flow rating is not exceeded. Head Loa. at Maximum Flow Rate: 41.29 Ft System Head Pressure Curve 60 60 O 40 20 00 Selected Components m- mtelii Flo Variable Speetl, VS+SVRS, VF, o Clean System _­ 1' Desired Operation Point 50 100 150 Volumetric Flow Rate (GPM) VSF -3000 rpm Components x.ed Lester Nemm cases 12.2tatelln M %Y 5'3weYvalve 2 teeIn omn 1 :+e Piping rim oXWar, Heedwme wmm left sanity 126"sWelin BOJeyne Xlpw a 14 12..5 45tlepne el[aw 0 3 0.87 im¢TM1raupN 0 3 136 Pumps Men, Mann, InIXIIF1osnreesdae V8asvRS.VF, 1 ,ever AU WrpdrhNemwirm andN3psen ovmrodDVPonfeu, Ina IMNNFkO.IMefliCmmla N¢yasse nMO h;le.ha,a, s,x .. rerep¢MndlmWm¢Yn anbbr(ademwk¢ dpeMW N1ner Podntl.9pa. Me. md/a il¢eMiiedanyreniea MlM UnJed9lNe¢endwdM1ar munlhe.INYs¢ayveesy rKKW rWrweMbarNvollDWpeNaslhe7rwyW uaMn Mb'YwuiwMare rrolurvJlubKKeW analABefimw eMn¢ennnlDefxeen Me ovnam NMeu mme[md0rwdaeM PeM¢v VYeNPoo'entl5p¢. M:. Thoveunreaen4Omnpe meY>e Me Ladamarkm MR0/l hledlledemvh! W Mae WMPerdo¢.4owN xY sy mnWrucuNyimp'pvilq WXp9Mnl6 &M MYeei. PPMer'rnWWm IN rryllf b vMnpawwlfi[¢Nolx wM"WpmmBve. P¢nNVNen eSvsl WpMlmiyempbyBr. ROD _QC1 GENSF � i'E 68212 ', •� _ M. RANDAS.DIRODi STATE OFPLLIoiLi�N % 180I • I ELECTRICAL DETAIL NOTSt ALL ELECTRICAL FORK SAAt.T. CONFORM TO N.E.C. 2017 SEC. 680 EQUIPOTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTION OF THE N.E.C. 2017 SEC. 880.26