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HomeMy WebLinkAboutConstruction PlansI)PLOIMDW& KEG{ " /V11+INUIQA#V--- '#X . M YAC LOVE BpOSLER E4)'wrfoPt/m7--T---T-• 1w41'ER litAXjtt "01f d _......... u _• Poo Li �f a I � d ` Ta x j DEPTs�F 151X 30 tiEPTN "T I �� � 13v88LER dI ttJl R � E-- � �a l� ►+ O�A7"1� LEO 41 R 3 R V REdVGH 5t .7 __j - 4a —P\/ =V R V y -RSV A g V {/ Y_ J ` �dlrl g ►u -- rR — Jt( -- /N -� � _.._._ ,u .� � e � 1J�Gp�_DRAIfO _ 15` -- COVERED pd1RcF4 (To ae ra'`pk)t �f b Eav I PD'rr-tv'rrlu et,auvr Avt; 'a tit 5GREEOV F.AX.L05vRI= 13Y v'rRIEV-6 , cotjCAETr 9ATI0 w/25700R3.7:. FISEA A93ti V4P0A 134RRIrli .?r # 6 / IKF-AAR 1=001WR 1 FILE COPY REVIEWED FOR (BODE COMPLIANCE 0. L CIE COUNTY q�BOCC POOL SPECIFICATIONS Max Width 115 t Max Length Min Depth ' T Max Depth SYoet Perimeter S ` Area L1VZ-1i`--O Elevation F=1 rW -51=T Dirtfrom Fxc. Returns q Vac Stub 'Y�o Cleaner Other Plumbing 1,E1713i ameR $C�i`3 -J- Ts Fill Line Overflow kx> Tile 47rX 4T Step rle Cantilever YF5 Bullnose Alp Raisebean(s) Light '3 acs_Pcor,l,, Transformer 7 Jbox ci. Timer Automatic Controls a, �W-z- LIB J2(GI Patio Type C©j,t crate, Sq.FL j5St-'Qr'Color r 3GIiD1G? Existing YE,'S, Sq. Ft. I{(pD�SCi FT Footers y E --'> w/steel #5 NO Termite Treat YE6 Interior finish GEC Pump 'F'ELVmR H.P. y:5B4>60 Chlorinator (Ri NO `..J141„-r Bench YES Handrail NCO Gallons 13 9 OC> Turnover Time Hrs. 3 Mkm 5 Cleaning Kit PF- L is X,F-::r Heater 14 p Ate' Slze r y j� BTU Foimboard Survey (2D NO t` A-r)Cj Final Survey YES NO Compaction YES NO F314 C-2<F (" COMMENTS E-EJdl i1JCLQ SURD -rA bLE. W mEpo p 3 80 tFR OCO O &TV I-IF_AT PUP(P JOB SITE 74 0 .21, K401y Dare a PrPie,rcg,3 82 CONTRACTOR JM FORM & STEEL INCORPORATED dba JM CUSTOM POOLS INCORPORATED #77w2-+486-0821 J`�pp.LL Rpm Ltc.#CPC1458456 ��� •' G E N G'F �i� 06-29-2020 s t JUL 1 4 ' n r "P. :d �ue',Cun'.:V. Per ;�yltting -- , _ o z, ' � TAT F •��?� SSONALENt..� M. Randall Rodgers P E. FL Lic. No. 68212 1801 Hazelwood Drive Ft. Pierce, FL 349K PH: (772) 201-1634 I —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 D957. compaction WHEN PROVIIDED SHALL BE AT 20* MAX BELOW THE WATERUNE SWIMOUTS (NO SCALE) PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION nrr �'`Ea N Vacuum (In Hg) X 1.73 Feet Of Head MAIN DRAIN 9 Pressure (PS) X 231 Feet Of Head Vacuum Head +'Pressure Head = Total Dynamic Head HYDRO —STATIC NELff DEVICE INSTALLED IN AREAS THAT EXCEED 1' WATER TABLE IN SHELL TRENCH DRAIN POOL DETAIL (NIT SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER — 4- THU WNiS W/13 REBAR 012' O.C. FACR WAY 3' TO 6' — C THICK WILLS W/13 RERAN 012- O.C. EACH WAY 0' TO 3' — Ir THICK MULLS W/13 RERAN 012- O.C. EACH WAY t� REMOVE GRATE & WELL POW PLUG FROM WN D N & ATTACH AUL PUMP U�4INOR LINE WHEN IMPLYING FOOL WIIaE 6'x6 GRATE SHALL DE SECURED IN I PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL A' PERFr. MIR SLOPE �. as UP t¢ , APPHKd9E - ', y TILE 4' SLAB N IRIOR 2500 FIBER MIX nmsH 4ve" TYP. WALL-3,000 PSI GUNNE 6' TYP. R 3000 PSI — STEEL—TEX FORM OR KRAFT WAD_ T— I3 0 12' 0 C.B.W. TRENCH DRAIN GUNNE NOTE FOR DEPTHS GREATER THAN 6' ADD TREADED'r . (1)13 COVE BAR 06' O.0 PLUG . P .� ' GRAVEL BE - TO PUMP _.._ TYP. WALL SECTION & WELL POINT 18 COPPER ro cwD HORIZONTAL INSTALL 18 COPPER TO CPoD VERTICAL INSTALL PoolBond PB-2008 Install in Plumbing T at least 3" Below Water level in Return Piping.Install in sprinkler box for easy access HATER BOND DETAILS FOR (NO SCALE) (2) #3 REBAR OR (1) #5 REBAR A CUSTOM POOLS FOOTER DETAIL (Na SCALE) cam„,,._ PIPING SCHEMATIC 'MRh WHOP CUSTOM MOLDED PRODUCTS INC. SINGLE CHANNEL DIX aunEr CMP 25506-32X VGB PER FRC4501 us COMPLIANT 32" CHANNEL DRAIN COMPLIANT WITH 2011 FLORIDA BUILDING CODE LSIED TO ASME/ANS A112 196 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 *WHILE PVC BODY *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO POMP The maximum flow rating for this suction rdting with the center port plugged and outer parts open is 308 GPM (Floor) and 212 GPM (wall) when using 2.5' plumbing and 268 GPM (Boa) and 192 GPM (wall) when using 2' plumbing. The maximum flow rating for this suction Fitting with the outer parts plugged and the tender 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. DECK CPC1458456 1 ROW OF WATERLINE DLE WATERLINE — VAX 5'-6 7 ------ Lt /3 SIFEL a If a/c Ew. Illy 1", r�• �„II. .old �.. LL le L. i4: i.d 6' TRICK Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL 1. Calculate Pool Volume: =r 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. OIL 117 gpm Maximum System Flow Rate. Return Piping to b: 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 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 qpm 0.10' 2.5' 88 gpm 0.05' 17 gpm 0:0 3' 136 gpm 0.04' 181 gpm . 7' 4' 234 gpm 0.0§ 313 gpm 0.05' 6' 534 gpm 0.0 712 gpm 0.03' Pump Model PENTAIR INTELUFLO VS3050 TIP. 3 9 tL Total H.P: H.Px service facto.lH.p.ormwremudbe2speedavaddlospeed Filter Make PENTAIR C&C Sae 150 s It. FNer min. Gwen based an 6hr.lwrprer6owmte pad t!d l36D min. =Flow Rate It DiMe G.P.M. by Cartridge =.375 or Sand =15orof =2 !3 F Time Controller make ON PUMP Model - ____ J J J must operate a minimum of two WReetls. The higher speed oveddeis not to exceed one nand cycle or 24 her Whichever is less 3 3 3 Determine Pipe Sizes: HYDROS ONLY 25 REVIEWED FOR Trunk Piping to be inch to keep velocity 0 8 fps max. at_ 117 gpm Maximum System Flow Rate. O FXGVATION Nm 7HE NKXE OF REPOSE IS P110WPBlE PROVOEO. SHOPoNG 61NSTNIED IXGVATNN SRIRNC SFN)UD BE �1 CODE COMPLIANCia Return Piping to be 2.5 inch to keep velocity 0 8 fps max. 117 System atrate. SEE ABOVE P AT AND " "�! Main Drain Cover( )System Flow Rate must not exceed approved cover overflow SUFR TO SEW RE So FR011 EROSION OR SETII.EMEm • NO 11TAERMINNG OCCURS OR WGNEER AFPROYED E ANY GOES ;�, IrUCIE COU (Make and Model) See Engineering Page for Drain Configuration. * OOMPACRON TEST OF HE BACKFIRED MATRIX ARE PROVIDED /! /ems PRIOR TO THE POURING OF THE PATIO I. 1 v6 r MISC. N 1. ALL STEPS AND SWMOUT BENCH EDGES WILL HAVE 2x6 0011 BORDER OF OPPOSITE COLOR OF GEN FINISH FOR VISIBILITY 2. HANDHO D TO BE INSTALLED ARE WHERE DECK RNSED i6' ABOVE POOL POOL LIGHT - JUCBON BOX YARD BY Z ^� POOL PA710 EQUIPMENT WATER LEVEL 10' MIN A;' 12 VAC FROM TER -.-4-UNDERW - _ POWER SUPPLY ' SIZE AS DETERMINED *"1' BY LICENSED ELECTRICIAN — . • s •_: }. _ STEP DETAILS POOL FINISH A.: 1. TREAD IS MIN OF 10' WOE ' y: 1" PVC 2. RISER NOT GREATER THAN 72' EXCEPT IF SCHEDULE 40 PVC SLEEVE CONDUIT MORE THAN (3) WADS ARE USED . 3. ALL STEPS TO BE SOLID GUNIIE 3000 P.S.I. NO BONDING OR GROUND REQUIRED STEPS NICHLESS UNDERWATER LIGHT DETAIL (NO SCALE) (NO SCALE) PRE-FAB TOP S.S. PIN EPDXY 1 f 4EA J3 REBAR SET IN PEDESTAL FROM POOL FLOOR INTO SOLID POURED PEDESTAL 12" ROUND PEDESTAL TABLE & PEDISTAL (NU SCALE) Pipe Size 6 fps BE 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 Qpn 0.10' 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 gpn 0.02' 712 gpm 0.03' JM FORM & STEEL DARE RESIDENCE 5724 PAPAYA DR FT PIERCE, FL 1111111III#, 10p,LL RC _,a., vM .d., ­ g801 Hazetwood Wvl* ' - = F1.34982 06-29-2020% 2018Q601TE OF • .��� ***ELECTRIC NOT INCLUDED*** PREPAREDBY: SHEET: STEVE HORST 2 / DRAFTING & DESIGN SERVICES 3 (772)201.7846 horst.steveCayahoo,com `�PENTAIR TOH CALCULATOR im-DARE-HIGH STEP1 STEP2�. PoocwFarlcanms srFFareamrxr STEP 3OF 3: ION CALCULATION urve_ Pump Curve R Desired Operation Poi t- Clean System 1 Pump OpenWun Point j APSP �IASpa o&s onals" W-DARE-LOW Aehe% N:eCC1. ENERGY E114CIE16Y CpFHNNCE WORNATON FOR gE510FMIlAL3NWWtIG Foo"n Aoo COHf �.`"w` JM CUSTOM POOLS mmRACTaRmm�e onre 6-2D-20 ThkaMn.Eu: Netaw V4+aa M1M.V5F15 RefibNNS"iio:uY<We1atlFV+FmMFmuniq La�W VENh&M(u:aniWedNeM®IP� d Poda:tl Sw ndlmioobpRPl9n:Yrytd W[4R:vNNnmNSatlsE.arll/aRPA6-]bM]MrulndWJfu YlwmrtinwJy.embxlwsslpylYry:eaW mnply HM1tle Nb/aKpfYC-li IDll asJatlaWtM1onk W�dmTdYw"apmarg. L §51.1: Caloimed pad vakme a. 6anom: 13,g00 L 13,lIDD me. b.G0do1M ldbnc « (swfa[earev)X_(v.erape dePmdX7.48 (poP1M3)=_ - 2§521:Ce"IntelNeeNonRownde L 39 Wpm _ (Pool 'lame+3W ar 364mn mhRherea h kr9ar) 3.§55.LPryesbJng: a. Midmunsuction pipe d'mmeM 3a. 2 IndiM gam.mea:xmarPtr aswhmm rdtt.cmvsAnpa.emwaydraweewmo,emm: amzJ - LMinblwmsvcNmrbanrApipe dbmemr an. WA khd _ 1tvbble:.1 s n1-Brwxk ages_(mwnlyj=bwxnhuawR _(y x:e.n"o=tweevwhnm 1mk t.ru.vzxajkeop omemrewwpe men pembbmo vmmarwNlm.mo-1 MMMnwm return pipe dkmmer 3c 1_5 indOs ¢.w.mevndkdpxe.sPohwn xmkt.MxalP�pn.ryomymerwwwmwe rm.xemz) - d.MiNnwmrtwmbaMtpipe dkrneter 3d. WA ketthe _ lcutxpre: imm z.-xwN.wmxArrow_la�rl-mu,:mMrmr _(EPM rroorwmeaxm eiSehwx Tduef amaeJPxpo.mvwtpmeamowmmrempn+tr[va:saae nraxAMmnomJ 4.$A.1: RIM type aM slae: a.ldtrr type: (twbidge, OE SaM) eR. CANT A MkRnum MteaaM em 103 gneukie:a z._fNvM �fwrrPaYl_ rmmm`aw wn.bawreumaye•o-ns, s�su,amrmncvrFkx S. §5,4 0- waslrrdae: YQ X hot WA ruvxxuuya6odwm mire, miwwnxaTXmrarwzYW Mrdxa.6bpw) Sinahes - T.t goats ]s r x.rNnwmep. a m +s tm as n� sro Nxm s zm 6. Shtglespeed pump sekrbm Ndren used,: $3.15}xfwsvglp;eMpnms,xN aldl M1wfyMero99vks. WtlaW mbaum4:npumg 4on:iM1ehd Pnq Uaunax. a. Pump model 6a. NIA _ b. Total horseponYr W. WA 7. Mufts d Pump seloodon(when used): - §53]1:Pm1[I],Ypgobnarks.fekRpap`h.n rle dwwwe MmafwmAgwn /bwnpol mi@Iolnlss es3u:emanmlma+nw:mr. zkuwro`hmm teed4Nae.annr cPwnPo.ewammalwhs or '+mWgerdpwrysvmnvreomrpwemmaamr.w�ea ua:eon:.v:.w. PENTAIR Y pun pmodel 7. INTELLIFLO VS b.pump0om 7A 90 Wpm _ ISszz; sxzla sere rw.epwcprngwrloeeurOrml�) V17115 Aee/x5eXt sssm enen m:. -turn sdz ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS I, uyNVAesPpcc-ssmmaawmer Cammm Porn 2d. smmm a. 4A.1.1 Heats has no pilot fight 4A.1.2 Maddy aurssibk an-oNswiodi momnetloWide 0tM1e hearer X Herters 43.13 Noek�iaredsdnce M1eaprX{unless M�w irnd spa vaflh ligh[fitlN�gemerwith Riintonation, or for pad sdN 60%oyd It®xr dosumemed pod tram on-simsdarar recoverN energy. 43.2 Healer Nfiummy:gas/od fned heMtt elfidenq Mkat7M4, hea[punp Wpat bast 4.0 X S.Ll pod filth punmlined in database X 5.3.3 podNM pmgtwiM rfeel horsepower lDmmorehmul0speed z 53.3 Md4 d pompm -Speeenadk( prllgrmll dRd to default xl [pe 6ltfabnrl Drewadte Wh2r1 n0 alPildr7 d bds poaare aperaNrgwilM1k 24 hours orb progammM w1M1 temporary ovenitle apabilM1y for aerxldng, X d symerm Po s3.4 Singleseed ppump ramm capable dmpenpng Wmp during oN-peak deems, demand. WA 553 Pipehelore pump has rtkmrs azt0 dketeolstraighcgce. X 553 System imUlled srith solar, opipe rsempfor the future adtl2an olsokm r healkg ewuipemby irwbge:glW inrJses dhorbmtal orvemical Pipe after the enter and kabdoreaherter, or bdkwl or WiR�rp canrrectiarm, vdedirakA toand from Mepod. % 5.6 OireNonal ideh Torrrid:g pod water. X SQl11PYSNT WIRING, GROUNDING AND INSTALLATION MUST CONFORM TO THE 2017 N.S.C. AND APPLICABLE LOCAL CODES 30" WIDE s 8'6" HIGH z SB" DEPTH CLEAR WORKING SPACE IN FRONT OF ANY PANEL BOARD PER 110.26(A), 110.28(2) AND 110.28(5) OF THE 2017 NATIONAL EI.ECIRIC CODE XmCI-B1X(5, W IRX OF g• DISCO P0N iWWR r/sT. .B xasl POOL DEOc W/P taaE-sNra .Fd. POOL OHC rLEc. APPROVED 047E 1• PrL COINIXI ..,,. lw.� ii WATER PROOF GFI. Ig151 NOT IE MORE 3-I12 N IRW ?Q' FROM POOL 1/Y CONIIWI Il10E AND NOT =_ ' W11HIX 6' O POOL EDCE � qgD COPPER M9lE ro EOlWOIENIOI tl0m '. N.B.C. 2017 SM. 880.22(8) P sam COPPER wTw: TO raamD ELECTRICAL DETAIL NOTE: ALL ELECTRICAL WORE SHALJ. CONFORM TO N.E.C. 2017 SEC. BBO STAINLESS STEEL HANDRAIL (SAYE BONDING FOR LADDER) = x+acR wtlx 18 SOLID COPPER _ we NflE NIX RMdn ONrs � BOND Wtlr N11H NICHE 1-I8 sauD IaxiE F:OPPkA 18'IdiN-24'MA7( COXr, PFINw.1ER 8010 NRI xrRovm awPS t' ro C mow stlR-caxw ImxD TO �i17RE � OwPaUg xl-N�ouxD 14; saD, li caPm onrE yPHuho ONR • (1) AOIo 10 CAM IDOL SIEH EQUIPOTENTIAL BONDING DFTAILON PER FLORIDA BUILDING CODE ADAPT OF THE N.E.C. 2017 SEC. 680.2 PENTAIR STEP 1 VOOLSthMIGimNS STEP 3 OF 3: TEN CALCULATION PweYN®ekA.mk TYaomrWnxh ynbaxonaiarRaw TDH CALCULATOR im-DARE-HYDRos STEP Z sFxmruwPntxt ': a smwlau ;mn ' xrlewmnwtpW'� 31045E GPM SA#stii00., .I `>wapnR i. NIJOMIxPWfvEWm1YIFi5m1 sprnoxpuREr 8 rxuankvvuvl lmuvwxeuxmrstan utin omcxxmr 56.00 ; wul oxen y - • . NnEWIH Wn1Y pY� 7 '" RspuRu 12 IwAr t¢lmmum mrEz :O - olxMmn 3 __uoemeaaaox Pns 0 mscxnxoF 4 Nt4TNn1NgLYy . 'aoAe".. Rox Ran 106 540AUMIN wxPm.Rwm1W RPN: 104.59 GAUMIN xw1® 71.56FT xmeuaan NURowwmYwa 77.55 FT RPM: PF4LUxDNIMNItMMpFSNE I MYP4Ay •. 210 urtnarpe vipny: 1so WNPRPM 1I � • • PwNhYaellnWPwNRRC 16;�9 MnM: RPIk 3t50� 1�'.. MeW rqs LSNe[,MPumpRM: )1.5590 aU I r > n y 6 : I l O a d m _ N ID tll. 1W I ' VnhunetrK Flav Rate lGln : -[Lets System Curve -@amp Curn W Desired OpenfioR Point -Clean System /Pump Operation Point REVIEWED FOR 300D!E COMPLIANCE ST. LUCIE COUNT' DESIGNED FOR: JM FORM &STEEL DARE RESIDENCE 5724 PAPAYA DRPMAUDBY FT PIERCE, FL 1111111111/,,, ►�pLL Rpp c e�ni sFCF9 �� s.68212 od lki L 34 ' �; "'ELECTRIC NOT INCLUDED'** STEVE HORST s DRAFTING & Ir DESIGN SERVICES 6D 11.7/ 3 846 rsl.steve@Yahoocom