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HomeMy WebLinkAboutPOOL SPECIFICATIONWATER FEATURE (2) 12" SHEER DESCENT WATERFALLS ON +12" RAISED TILE WALL — 10Lf@+6",6Lf@+12" /.................. +12' — UMBRELLA cV 7-9" POOL > EQUIP AREA EXISTING CONCRETE SLAB L IN MAR 2 2 2018 — ST, Lucie CouncY, Pgrmltiing PROPERTY LAVE �— — WO— BULKHEAD _15' REAR SETBACK per, CHILD SAFETY BARRIER - --- POOL 15' x 22' 294-65' WRAP PER CODE T.O.BEAM @ 5' DEEP LED EXISTING PAVER WALKWAY EXISTING STRUCTURAL COVERED PATIO PLANTER RESIDENCE SCANNED BY St Lucieftnty i POOL SPECIFICATIONS MAX.WIDTH 15' MAX.LENGTH 22, PERIMETER 65' AREA 294 sq.ft, MIN.DEPTH T-6" MAX.DEPTH 5' ACCESS RIGHT ELEV. TOB. 71" TILE 6"x 6" STEP EDGE 2"x 6" COPING EDGE BULLNOSE INTERIOR FINISH GEMSTONE SWIMOUT 18"x 6' SUNSHELF 6' x 8' FILTER CS-150 TIMECLOCK YES CIRC. PUMP 1ANDY (FLOPRO) 1.65 VARIABLE SP POOL DRAIN 3"x32" CHANNEL DRAIN MODEL#CMP25506-320 POOL RETURNS 3 BUBBLER 1 on SUNSHELF VAC.LINE VALVED SKIMMER TILED CHLORINATOR SALT GENERATOR]ANDY WATERFEATURE (2) 12" SHEER DESCENTS RAISED WALL 10' @ +6" / 6' @ +12" LIGHTS POOL LED COLOR NICHELESS TRANSFORMER YES J.BOX YES HEATER n a DELUXE MANUAL CLEANING KIT YES PATIO PAVERS BY OTHER EXISTING PATIO PAVERS TO REMAIN APPROX.GALLONS 9300 G.P.M. TURNOVER HR. MIN. ELECTRICAL HOOKUP BY ACP SCREEN ENCLOSURE CHILD BARRIER WRAP POOL PERIMETER COMMENTS AFXANDEA � CUSTOM POOLS 50 SE. DIXIE HWY. (E-4) STUART, FL 34994 PH 772-444-3158 FAX 772-444-3904 LIC # CPC1457939 JOB INFORMATION EBERLE RESIDENCE 65 AQUA RA DRIVE JENSEN BEACH, FL. 34957 ST. LUCIE CO. LOT 3, BLK 3 RIVER WATCH PH 561-248-1637 ENGI R t III REMOVE GRATE A BRICK y" PER FT. MIN SLOPE ELL POINT PLUG FROM MAIN CORING --� )RAIN A CH ATTAUK. PUMP UNE WHEN CH AUX. POOL _ :'.:•j: 6"x6" TILE •':. v GRATE HAL BRIG( PAVER PATIO —Pool construction complies with FBC 2017, ANSI-7 ANSI-15 BE SECURI D IN INTERIOR —Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 THAT OLS FINISH q�' TYP. Wpt1-3,000 PSI GUNITE —Pool Barrier to comply with Section R4501.17-6th edition FBC 42E REO IRED P Y FOR REN OVAL ' STEEL-TEX FORM ALE.YAYDER —Skimmers comply with FBC 2017—R4501.21. 6" TIP. FLOOR OR KRAFT WALL — Equipment Foundation 3'x71 cone slab min 3 5" thick pour in place TRENCH DRAIN 3,000 PSI 13 0 12" O.C.B.W. GUN ITE NOTE FOR DEPTHS TREADED i1' ; GREATER THAN 6' ADD PLUG (1)/3 COVE BAR Ia6' O.C. � I U I � T O � \V/ /� POOLS GRAVEL BE TO PUMP y TYP. WALL SECTION & WELL POINT (NO SCALE) DECK 1 ROW OF WATERUNE TILE WHEN PROVIDED PRESSURE GAUGES INSTALLED ON FILTER SHALL BE 20" MAX FILTER PUMP FOR FINAL INSPECTION cnnawaa WATERUNE BELOW THE WATERLINE AND VISUALLY SET APART LINT STTRAAINEER N 3 -g MAX: 5'-0' UST adal I� FROM POOL �5 —7 �1 P001' �"1V LEVEL FLOOR tf3 STEEL 0 12" O/C E.W. SLOPE 6" THICK G8Fd11:8 la FLOOR SLOPES THAN 11 (300R SIaPE SHALLcs IffARMBLY UNIFORM AND COMPLY"Nmar Fs 16.1 Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 WWU 561 THE SGEE OF THE ADM FROM Feet Of Head Feet Of Head THE euuaW Em Mul -�,�,.�Wwr� TOWARDS THE DEEP AREA SKY POD\. Dot S4 NO EXCEED I FOOL IN ) Fam Vacuum Head + Pressure Head = Total Dynamic Head 22'-0" SWIMOUTS (NO SCALE) PIPING SCHEMATIC TYPICAL SECTION THRU POOL CND SCALE) CUSTOM MOLDED PRODUCTS INC. HYDRO -STATIC RELIEF SINGLE CHANNEL DUAL olnlrr CMP 25506-32X VISE DEVICE INSTALLED IN PER ntC4501.ss COMPLIANT 32" CHANNEL DRAIN AREAS THAT EXCEED 1' WATER TABLE IN SHELL COMPLIANT WRH 2017 FLORIDA BUILDING CODE LISIFO TO ASME/ANSI AT 19 19.8 Li Li TRENCH DRAIN 32" CHANNEL DRAIN AND SUMP 5" POOL 25506506-320-000 . *THREE 2' SOCKET x 2.5" SPIGOT PORTS To GRAVEL eEn 'DEBRIS GUARD INCLUDED •38.79in? OPEN AREA NAMPO LISTED FLOW RATES 2.5" 'WHITE PVC BODY MAIN DRAIN 'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP The maximum flow rating for this suction fitting with the center pod plugged and outer pads open is 308 GPM (floor) and 212 GPM (wall) when using 25" plumbing and 268 GPM (Roar) POOL DETAIL 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 163 GPM (NO SCALE) (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing. 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 0.10' 2.5' 88 gpm 0,05' 117 gpm 0.09' 3' 136 gpm 0.04' 181 gpm 0.07' 4' 234 gpm 0.03' 313 gpm 0,05' 6' 534 gpm 0,02' 712 gpm 0,03' OUTSIDE ANGLE OF REPOSE VSFHP165 PERFORMANCE CURVES 6' AND FURTHER - 4" THICK WALLS W/jl3 REPAIR 012' O.C. EACH WAY POOL PATIO 3' TO 6' - 6" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY 0' TO 3' - 8" THICK WALLS W/L43 REBAR 012" O.C. FALN WAY WATERLEVEL ,= ; ; r. '-• ' 100 Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 90 aV ; Ji• �..;'v' '".'..�:._,.�. •... .0 1. Calculate Pool Volume: ft-_X 7.48(gal/Ft) _ gal (Surface z Wo (Surface Area) (Average Depth) (Volume in gallons) 0 2. Determine Flow Rate: 9,300 gal / 255 37 + XXX = _XXX _ g 12 VAC FROM 1- 1° (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 6 ft. ZD >; . POWER SUPPLY LL n Determine Pipe Sizes: 3 ft. Z DD l9so RPM Trunk Piping to be 2.5 inch to keep velocity 0 8 fps max. at_ 1T7 gpm Maximum System Flow Rate. UNDERA ITER W S0 Return Piping to be- 2_5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate. GHT , ,- WC = b Main Drain Cover( SEE ABOVE_--_) System Flow Rate must not exceed approved cover flow rate. CONDUIT ( ) Engineering 9 9 Make and Model See En ineerin Page for Drain Configuration 3 3 3 was 115011PU POOL FINISH . Z t000 A'M Y Ia 1J3a RPM SCHEDULE 40 PVC SLEEVE PENTAIR GLOBRITE-sH tiB>7W TER ¢ t0 41 AMP 30 70 NO BONDING 0 o Pump Model DANDY FLOPRO VS H.P. 1.65 OR GROUND F 0 10 M 3o W 60 A 90 100 110 In Ile 1 0 1010 110 180 190 700 EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: FUSION -FUSION POOL PROD - REOUIRED ToWH.P: H.P.xserAcefsctor.lH.p.ormoremustbe2speedorvarlaNespeed ' ��(`' • SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE MODEL G4/U LOW 37 GPM FLOW GPM Filter Make JANDY CS Size 150 SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT r j� xCOMPNACTION EST OAF THE BACKHLLED MATERIAL AREURS OR ENGINEER APPROVED EMY PROVIDED� NICHLESS UNDERWATER LIGHT DETAIL HIGH 85 GPM Fleer min. am basetl on Gartrige,- ow rate pod 15a i.E.-=Fbw Bete PRIOR TO THE POURING OF THE PATIO (N ALE) Ouitle G.P.M. by Caraidge =.376 or Sand =15 a D.E. � 2 Time Controllermake ON PUMP Model ----- Controls must operate a mimmum of hWo speeds. The h' her speed override is not to exceed one normal cyclear 24Imi wfdcheveiris less MISC. NOTES 1. ALL STEPS AND SWIMOUT BENCH EDOES WILL HAVE 2x6 CAPTILE BORDER OF OPPOSE COLOR OF GEM FINISH FOR WSIBIUII' 2. HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED +6" ABOVE POOL ENGINEER: GREGORY ARIAS 10" MIN PROFESSIONAL. ENGINEER PE-73071 !SI-I536fA Plea - West'Palm Beaeh-, FL a (303)679-0541 . DESIGNED FOR: / N •4• ^ STEP DETAILS ��T,T9� M 1. TREAD IS MIN OF 10" WIDE. ALEXANDER PWLS 2. RISER NOT GREATER THAN 12' EXCEPT IF EBERLERESIDENCE *-ELECTRIC NOT INCLUDED*** MORE THAN (3) TREADS ARE USED 3. ALL STEPS TO BE SOUR GUNRE 30D0 P.S.I. 65 AQUA RA DR PRWrMEY: - SHEET: STEPS JENSEN BEACH, FL STERV�E mOR�ST INC SCALE) Jam' DESIGN SERVICES / 3 (772)201.7846 hotst.steve@yahooeom Total Dynamic Head and Calculation Worksheet _ �j Pro Ctrmpany. LEXANDER Job#. Job Name. BERLE-NIGNSPEED Addmsa:85 AQUA RA DR Cory?own.JJENSEN BEACH sfate:0 Pip Cod$ Inwmdioi Dave ben anti be added to Me yellow Cella. slap, #f 8 2 am iar carcadsnt, Pod Volume In Gallons and fora -mover rate In III Per Minum (GPM). MM. rumaeer on. as ahead, e,YNlshevl, clink on the tend ISO at the endaf Si l fPow rate, row pme ed to Step.3. Praaaan0 me RESET button will clearalllnpmad Intaramflon to siarra now workemaL saved in. rd. or Phitwer rfutum mhanmi ca:: cor, a v ne nee rc dr Greer en System TDH Caleul yt9l ry F ['. sran tn. k..11e4f. IN (TD") L Loan In Fd I s l 0 Tend FrkOn Lose in PSI 6 haw turnover not, is m9ulred in comply wf iv Me da Versa Plumb Redu OM vl�l TDx Reductlo 85 0yat4m TDH With V rrPkm 0.N 1 0.00 8.22 1 3.56 a spur can be Results 46.03 19.93 7.50 38.63 0.2511 4.00 Flietl.11 WMY R.dwl 8.25 0.00 0.00 0.00 0.00 0.00 r 3 0.87 0.20 RidlNn lash malwatY O.OD 0.00 0.00 0.87 0.00 0.00 PSI 5 0 3 2 3.d2 1A8 F&AGw t.�Y Rdw.b In 0.00 O.Se 0.43 0.49 O.a r 0.00 0.00 '"tl1oii1oe� R dWYr Call 0.0o 0.00 0.00 0.00 0.00 ♦' 0.00 0.00 PN.11 It iIn R PF WNw 0.00 0.00 ON 0.00 0.00 0.00 S' 0.00 000 idrpne La ft&W.wr 0.00 0.00 0.00 0.00 0.00 0.00 W All ..xir 73.30 11 6.77 Step It 6 Scow''_ L.v'•�..,'Yti '�;%�. J"'m7 : ,,fret T...I Rwe F.IISIm Luv.;n Faetiar, L.-1. W IrN Ft. of Water P51 a Step#:9, r„ •l ,.VV31SP InPue Nt'a"'ni Y "n" GlanFt_fncoan PSPe Siic ]waV Valv.a LunmPSl' at Wutcr ®alarm ®era I Value Input Number o(F". pipe Sim Cnnd Valves on love rn Fc F ttmn LoumPSl al W..1- step # 9 S ICIIF I[ei F t 1.. r i nLofvin nl Wv til aa�aa�aaa� M-NE1)3ra3WaVV,,WS InPlltNumbeaM Pipe Siae I-, Val,ev Fn,tPPI..."Los.In FI. o1 WA,, Ml aas��aaa�si ME chiak VaM Inputanmtn'd pipes',. cheuFa.l. a F.rrnm L-Y Ft..f Wae. 1;10',) Fool wrsnr PSI I�aaaaaaa��� Step # 10T waa1 S•Irvt Nn]Cnr F i L Pr ntl .Los r FI al Watern V51 oal� step # ll�p. Step # 12 �a- rmwC: vUw,xl ( • F on IS-.1 L. -1ett Salt CN1 PwValrt F[o(Vh[c rr r PSI fl MWab. ire mPSl �aaaaaaa■aaai� a�aaa�aaa Step # 13 51Mif),Sr F Mlosf� -,Rnn Lnssm v Frt fWater PSI - Total Dynamic Head Calculation Worksheet J-47q)Yries t,.. cdmpaay. iwmjR Date. YM'M/S Job Nam&. OW SPEED Addinex SAOBA RA OR City/Town. BEACH Stab:® Zip Code. Mine raw. Mn Proceed b Slop e3 ReesMe me RESET bu 00 dear ae aglubdbdOrmltlon to YtlT a llety WO Mat Rbrban$ CUP Oe arv&dta a Bl. PrpdrdW htfearn Fdaranu � CaGtki Pres,ilrg ma RESEibren.n Mill INMI System TDH Calculation Results yellow cells ru Stan a Peal works#eet. I. Total FOceonLaaeblet. d 10.86 + wafer (TDx) 0 0 Total Frktbn L4sa in PSI 4.70 b hour -mover rare is requbed 1. comply unh APSP Is and TiMe M swernil rda Versa Plumb Reduction Results Wntenwilte a ouri."'-.... ,, TDx Reductkm 2.50 ° 6 380 37 �� mtY Tpl WwPlu b 8.36 T. F..n allellnn vdvilvrenliwA M 6Mp !S a Tilh fl Crena�.a. t,.._*arr^.3rt�-we•T:,�.-a:^�sr-'.,�ra-c-r--;:'u --E^,t•"r:.:Y I!" System GPM Surmn PoSSue yclaary(nyu.1-0 F+IAlen ba slR Tnral lenpN ! F'eim Lw'n FrlaNwl Lasv in ar le- GPO or wale l R Pie,,11, d Wet- PSL t�lll��llllllllllllllltl♦t1111111�11 EF ll16 �V�®® lay=+ - n _:�I le ell or FI a a[Syslun GPM olw .e Y_ Give Fl-W Wn ➢Star Step t5q�1 sr_.....r G L.11 11 F n Lo.s .r.y5iee RIF- [L-.. rr•vr r- 19 lun•r rl. cl Wafer on nr] Step 9 6 I ape. meal Fers Frlctlrnlac In eanluclo+en of lrf'. FC nl Wafer v51 ©tea Mope l Frl«ra PSI Sin' o1 lnp.[Nl b,r o! LnJiVidule Fletion Lou.n Cyehll F'I"" Y•'+;rll, Pctu.n GPM iI. .I WaI.-i nLol>rn Step It 8 ]-rayNM Ilqu$Npmanarnn wpe Sim 3-wry ValvNes- men-n. Pnnron Lo:: �nry nl Walm ©elas�e e�aaa asal��I Step # 9 Frlct�r� 11, .1 Water Pat nxmmm ®aaa MEIN= Che 11 tlalve Input M1YMMr d Rx slu O,ea vnlrev !r nl Wafer rtrm Lazs lL in F ct o r Lovv In PSI elp 910 MFti! L Wo 1' i.vv rn FI. Y a��aaa�'I Step # 11 8eP # I2 emi I•Ic al w.ssn F t 1111 'efts rc(.'I rL.r w,mrn rl o. Pv Step a 13 Moaninn. FKdae mIn Plltlmll L.Y rn vx.e h-d Mix,•, psi aaa.�alaaat Jand c -j !Prqy�Series20D1ACa IaYF��pfl1Y ae ellal �.lIlI1M®�_ // eY YY �.L�-r M1�la 10aoa Men Y Y00W8 bPYYP 6N oeO BuOta. Ot0oa00/0 Nm tNetlrrAfwN roe! SOTIIPOTBNTGL BONDING DETAIL roNTmt m not+ NAIl Mm lMbaii tacM. looses R ,lama wlNaalO ia0i 10alwYf a fO N.LC Yl9 BR'. eeor •ma • eY' � a ae' ORR LTaeY NOo f4� A Ito to leT eANw. Nola tmm Ld [bAebl Nm t e Ol 1® lO/y Naawet. /WWtlNNIaNNN Alto, YaYI Y� .IpnM Y6 eP gala Y� Y��t u YYIRYII a& I Q i91W Pri PPL® [wvNYF �AYan n Ytar. wa VrmYl iL sl6 star ! FY(tl BLECTUM DETAIL N01m ITt vicl�' t � YML fO11rOd M NJLC [011 !. W t Iiotnearn t,`oN ALEXANDERPOOLS EBERLE RESIDENCE 65 AQUA RA DR JENSEN BEACH, FL ENGINEER: GREGORY ARIAS PROFESSIONAL ENGINEER PE-73071 _ 1211556th Place N Wedf Palm Beac6,FL 3 11 t385�14-054) "*ELECTRIC NOT INCWOEO*r$* PREPARED BY: - SHEET: STEVE 144ST 3 / DRAFTING & r,{ DESIGN SERVICES (772)201.7846 horsLsteve@yahoocom A. 1