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HomeMy WebLinkAboutPOOL SPECIFICATION 2-21-18WATER FEATURE (2) 12" SHEER DESCENT WATERFALLS ON +12" RAISED TILE WALL -- 10Lf@+6",6Lf@+12" 2' R6 \\ T 6" DEEP 6' x 8' 6' SUN SHELF w/BUBBLER & UMBRELLA � 1.11 B ................ Ni [ ............... z; € W ' U: ,n E W: Q; � z � W:c W;N;I - Q e N :=i fn; '(n: z W. Z, WJ it EW nl kE'a m Q: z : `E ,.: a x ;Y U:V1 +12" POOL EQUIP AREA I �— I I EXISTING CONCRETE SLAB L — — MAR 2 2 2018 ST. LucntY p®rmitting PROPERTY LINE - WOODBULKHEAD — — — — --- — _ — 15' REAR SETBACK POOL 15' x 22' 294-65' CHILD SAFETY BARRIER WRAP PER CODE "TOB SK �8'-6" 5' I DEEP LED _ NICHELESS �66'BENCH �_ �..................._........ PLANTER RESIDENCE = 011 EXISTING PAVER WALKWAY EXISTING STRUCTURAL COVERED PATIO SC ®N ,EU StLucieGbunty 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. -1" 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 JANDY (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 DANDY 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 N/A CHILD BARRIER WRAP POOL PERIMETER COMMENTS �EXAIVDE 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, BILK 3 RIVER WATCH PH 561-248-1637 ENGINEER REMOVE GRATE s BRICK Y" PER FL— MI�S<OPE i wEu RB PLUG FROM uuw COPING UNN N EMP ANG POOP UNE MEN fA1P1nNG POOL 6"x6" TILE GRATE SHALL BRICK PAVER PATIO —Pool construction complies with FBC 2017 ANSI-7 ANSI-1 5 BE SECURED PLACE S INTERIOR N ERIORI —Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 THAT TOo 41¢° W. WALL-3,000 PSI GUNHE —Pool Barrier to comely with Section R4501.17-6th edition FBC ARE FOR RREQUIREE ALETAYDER EMOVAL STEEL-TEX FORM —Skimmers Comply with FBC 2017—R4501.21.2 6" TYP. FLOOR "• OR KRAFT WALL — Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place TRENCH DRAIN 31000 PSI #3 0 12' O.C.B.W. GUNRE NOTE: FOR DEPTHS TFEADED .(� GREATER THAN 6' ADD CUSTOM PLUG y(1)#3 COVE BAR 06' O.C. POOLS RAVEL BETO PUMP TYP. WALL SECTION & WELL POINT (NO SCALE) DECK 1 ROW OF WATERLINE TILE WHEN PROVIDED PRESSURE GAUGES INSTALLED ON FILTER SHALL BE AT 20" MAX CHLORINATOR FILTER PUMP FOR FINAL INSPECTION 11 +_ +' WATERLINE BELOW THE WATERLINE AND sW/RMN�R g 9 8 5'_0" LIGHT � VISUALLY SET APARTuNTFROM POOL POa Ru° LEVEL FLOOR—, I {3 STEEL 0 12° 0/C E.W. � 6' THICK GTHAN 11 REASER FLOOR SLOPES- 18" RE c0 �I B E O SY1W '� CGIPLY Mlnl MIICL 5,fi.1 N Vacuum (In Hg) X 1.13 Pressure (P51) X 2.31 � iHF grog ro nv FlrMIR FMW Feet Of Head Feet Of Head THE SHALM END "I IMMEN 112 DEEP .AREA SrAU D1V1W fR OwE HOT MM 1 MOT La 7 FaaT p601'y x37" CTE� Vacuum Head + Pressure Head = Total Dynamic Head 22'_0+' SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL (NO SCALE) (ND SCALE) CUSTOM MOLDED PRODUCTS INC. HYDRO -STATIC RELIEF SINGLE CHANNEL DUAL OOTLEr CMP 25506-32X VGB DEVICE INSTALLED IN PER FRC4501.6.s COMPLIANT 32" CHANNEL DRAIN AREAS THAT EXCEED 1'COMp ULANT 2017 � WATER TABLE IN SHELL FLORIDALORIDA BUILDING CODE LISTED TO a�MF/Awq At 1219A TRENCH DRAIN it184 32' CHANNEL DRAIN AND SUMP 25506-320-000 L=:�_2.5" *THREE 2' SOCKET x 2.5° SPIGOT PORTS t *DEBRIS GUARD INCLUDED m a1Avu - *38.79in? OPEN AREA NAMPO LISTED FLOW RATES *WHITE PVC BODY T° Puw *COVER GOES OVER BODY TO GIVE FINISHED LOOK MAIN DRAIN The maximum flow rating for this suction fit8ng 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) POOL DETAIL 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 166 GPM GPM fl 1 6 GPM 11 h 2" 1 b' 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 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' CND SCALE) (wall) when using 2.5 plumbing an ( cor) and 7 (wa ) is tiring ipum rig. OUTSIDE ANGLE OF REPOSE VSFHP165 PERFORMANCE CURVES 6• AND FURTHER — 4° THICK WALLS W/13 REBAR 012' O.C. EACH WAY POOL PATIO *, 100 Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 3' TO 6' — 6' THICK WALLS W/13 REBAR 012' O.C. EACH WAY WATER L VEL.,".r' i al a 0' TD 3• — 6' THICK WALLS W/{3 REM 01Y O.C. EACH WAY 1. Calculate Pool Volume: __ --- ft_=_x 7.48(9 I��••W' _"'{ O so Ft) ...r:•T i (Surface Area) (Average Depth) (Volume in gallons) LL a0 2. Determine Flow Rate:---9,300 gal 255 37 +_XXX XXX 9 ft. g �Xy'.; 12 VAC FROM 7w (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) POWER SUPPLY w Determine Pipe Sizes: Trunk Piping to be-2.5-inch to keep velocity 0 8 fps max. at �17_gpm Maximum System Flow Rate. 3 ft. Z s0 UNDERWA Return Piping to be_-2_5_inch to keep velocity* 8 fps max, at T 17 gpm Maximum System Flow Rate. uG M ".•;'.. s ,a Main Drain Cover(__ SEE_ABOVE__) System Flow Rate must not exceed approved cover flow rate. 1° PVC corlDUH (Make and Model) See Engineering Page for Drain Configuration g ao sOAwA 3 3 3 POOL FINISH ¢ loco nPM o'` PENTAIR GLOBRITE-s `1a w TER SCHEDULE 40 PVC SLEEVE AMP 30 70 2i %* NO BONDING p d Pump Model DANDY FLOPRO VS H.P. 1.65 OK( OR GROUND ti 0 16 a1 ao s0 m 70 >b '00 1'0 'm 130 'Ao 1aa in'A 1e0 'ao INTotal H.P. H.P.x serves lacror.t H.p, or more must be 2speed or variable speed EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: FUSION —FUSION POOL PROD REQUIRED SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE MODEL G4/U LOW 37 GPM FLOW GPM Miller Make DANDY CS Size 150 P� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT arm NO UNDERMINING OCCURS OR BACKFI.EEDERATTERIAL AEFPROOVID� ICHLESS UNDERWATER LIGHT DETAIL HIGH 85 GPM Filter minDivide G.P.M. by�Cadddmga ef.375 or SWgal. 161or D.E.=2 Flow Rate PRIOR TO THE POURING OF THE PAID < C ) Time Controller make ON PUMP Model - - - - - Corgrols must operate a minimum of two spew. The higher speed override is not to exceed One normal cycleor24 his, which" is lass MISC. NOTES 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2x6 C'PTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR YISIBIUTY 2. HM014OLD TO BE INSTALLED ARE WHERE DECK RAISED +6' ABOVE POOL PROFESSIONAL ALE NGD ARIAS PROFESSIONAL FNEINBFR PF 13011 10" MIN 12115 56th Place N- * West Palm BeacA, 1FG 3 1I DESIGNED FOR: STEP DETAIL Sa s . 1. TREAD IS AIR OF 10" WIDE. ALEXANDER POOLS *** *** 2. RISER 140T CREAM THAN 12' EXCEPT IF EBERLE RESIDENCE ELECTRIC- NOT iNf'LIIDED USED 3. ALL SIEP5ORE THAN3BT ES OUDTRSEG NRE 3000 P.S.I. 65 AQUA RA DR - - iTI(ePATi6osY: SHEET: JENSEN BEACH, FL STEVE HORST 2 STEPS (NO SCALE) DESIGN SERVICES (772)201.7846 horststeve@yahoocom Total Dynamic Head Calculation Worksheet -� cbml my. LEXANDER Job M Job Name: BERLE-HIGHSPEED Address: SS AQUAI Cby?own; ENSEN BEACH Stater 1netNmfne: Data Cw only beadtlad to the yeune PAN. Sfepe at A 2 aro for Celcufatirp F tumoeer rate in Ganons Per Minute (GPM). Hrbe rumover meta is efreedy ssrsblishwd, NICA How rain, Mm proceedro Step Ai. Pressing the RESET knew MY cleeralf inputed Won, innadto a Hls er,rfntsdfurfufaee relates,. Ceudon: Pressing the RESETbuvan will Nearafl VelrnW C61I5 M St n a neW wen sh not Zip e:l ems M IpsFFmro wd resubfiehinga GPM MW Me end f See, 42 andinpul elan,M "i"i let Workehaet Clio System TON Caf lation Results 'Fdc#mLoss InFit u (TDW) of46.03 1 Frktim Loan In PS 19.93 Versa Plumb cdon Results TDH R 7.50 d System T(X4 vvo mar 38.53 mb 9.26 0.00 1 0.00 0.00 1 0.00 0.00 3 _ 0.00 000 000 0.67 0.00 0.00 5 4 3 2 i,u a(K) D.58 OA3 OAS 0.00 0.DO 0.00 O.DO 000 000 0.00 O.w ON 0.00 0.00 0.00 0.00 0.00 0.00 D.DO 000 I 0.00 1 0.00 Step # 6 Input Taml Fce[ FrLeah FYMontouin MGk RFt ., of Water P51 Stop p,6 ,rr5 A w yl) ivs Input Numbar of Y Friamn Lnsa m It Pier Sisc 3-way Vvlves of Wate. fasmau mu m l$1', ®ss ®ss�s Cked,us" re,.N E,m Pips Sim PM1 ,, Valves In, l ft Frvcta Loss nP51 sf Wata. Step # 9 .b✓ I F rt 1 .� F d �Luea n SN •et Fll[er FL. nt Wa[r 51 Shea Jana, ca ere Valve Straight Flow Size; MN Step # 10 Yel seer F .tio L F .tinn Lni r ' i1. ul Wnle, P51 s 4 4.00 0.29 1 A8 0.00 0-00 ON 5.77 0." Total Dynamic Head T ®rq Calculation Worksheet < J agyeries Company. LEXANOER Job#:O Dete. z2aw1# Job Name. SERLE-LOW SPEED Address. 85 AQUA RA DR City?own. ENSEN REACH 1 suits: O Zip Cocus. Mmeall se. DYeew ow m added M me yeeow aeRa:S"1HA 2areysrmlhwlwrrs PPd wise, n Oe#o/ro wd Mrestablfshlnoe unerww miss In Gesom PwWrens (QPM). BMs MmovarmM Is *.dy eWaWhhed, PAok on Me GPM Met the ens? of Ste, 42 and lnpur Row rats, then, PruixedM SW#a. PmsMnp HM RESET bumn His Chun` ON ltP~InFo Von to# a mw"WShem Wolsshaef can he sevsdM a IN. er,rirdad Mr Wine rat<nnev, Cau rion: Pressing the RESET bvnan win deer all System TOR Calculation Results noun. cells to ahrt a new worksneet Total MLa.s m FL a� WeerITDM) 10.86 x1 - 0 0 TOW Friction Lass in Pa 4.70 6 hour Nrnaver role is required to comply Pill, APSP 16 sell Thin 24 Standards Veese Plumb Reduction ResuRs WII Run Time(F } Nun [Ire (mrn:j GPM t Step # 3 I..� =rMM, ..... SYstem UVN Sutlron Pipe Slze VeloriW(ftje ) Giai-lmin P. ToNl LugtF or Poi3ien tes in Fnaeim L-ir, a15'lern GPM erw in i n. Npe FL N WahrPSL ���IIIIIIIIIII{�IIIIIII.IIIII "III�IIIIIIII Step u 4 ,u.n vrrK one :.S verrxifvlul FnaY:anlov mml FnsnA L ro n vn Lov rc, nt SVe[ern 6pN GP 11 d waist J ft Pepe P1, 11. Fr m Watur V51 seen # s SL111J' duos Wn9P]a 911 Fbo' 1 tl tell .rrro.. Huduv,lus. a Fr«o Loss 41[tn gsze Flbr.n CILaw yanda.as er: Lo.. - P ( Ilorvl It �l Wat ns5l Step # 6 fil,url TtlF..aL FLtiw, Luss'n F.Yen Losss In W Lrfi rL or Wat'el PSI ©ms Stan # R rr-> i►'_ nl 3-way Valve In-0sr[xumMr of Y Fnaion lnssm iL Pipe 5ne 3-waY Valves e1 Wahr fiamou lcssrn Psl s�©sue Step # 9 yc rclF l,e Vr irc L- Filmn l.oss'in L o(Wa[e PSI IEKEMI�� Step # Lrpw n,, uf 1 uG 1. d lmlivtrlul. F"n LL,x:YnRmnlosx bl Ml detmn fyuh.all n.mr r EycLn le Numiu 11. iL u(Wosm I 3 .-y¢ Input XumbeFM li Piprrx, SSire Tway Yerves FrINmLn[s Ft el Water In FrIRwe Lns: in PS, CM1ed Velw , IslutauMnt aF M'Sbu, CAea V.N- F L FL or ware, xx n F, ct o ,Loss n P51 Step # 10 select Hoa[ F'dion Loa In Fridien Loom t ci WNe P5L Step # 13 Step P t3 L. ... SelM In Pore F Los _j n F,Rinn L-e , Sel¢ttln flew frlalm tua in PrlRion Len In N. Vubu FtdwateeP51 i,y Vabe fC of Water P5f • v sss-WXq IQ.aeew rE wm MaU ass ILaw 1 e<w'su-laY rF IOUiF IIItIIe OePF 1; w�a�� W�R¢lf �mPw�il � W IlQ IY OrV.®eaA IR LOQ aacten6 nr�ovrmre vuare maloap MD IesmtavaF tawr SQIII10MnAL BONDING DSTAM a1ROW fY RIy RiG YD IYllltlllV Ifid1 CLOM T6 yta®L s0G#DN CeQ a0lytlax R lY R.lC MY a. #aam aM wbR a aroa R0 a ae' 0Rls msY Won a R 4eTs PIIas. its 11 1 Amu R m =17 Rn s413¢UI. AIRD rev a M� seN stet Na O C•I essm E FPitee MF...P.../I wart _ aa.a ysis aaP rreaMal e FJ,SL"rRTCAL DSPAQ. Imter a¢ tasutanal. � ma alOml'fe RTC. Rty �. am DESIGNED FOR: ALEXANDER POOLS EBERLE RESIDENCE 65 AQUA RA DR JENSEN BEACH, FL ENGINEER GREGORY ARIAS PROFESSIONAL ENGINEER PE-73071 12115 56th Place N West PaltuRbach, F7:33411 (305)879-0541 ""'ELECTRIC NOT INCLUDED*Gin" PREPARTIIBY: - SHEET; STEVE HORST DRAFTING & DESIGN SERVICES 17721201-0R46 hornistevedvahm.mm