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373 12th Street pool 2010 - ( ,,,,,-..._. __.........„_.r.....,,,n.mmxuuy,yyo>wa,vs,eeumnrinnea�J\wxnmmamruaeumnrnrer,evan.u:s•:;o-rmo,rtgrtwurrtntwi,anru,..�wueelxra,zr,uvrnruxmevrvnn�l.rmv mnwuvmwaa�r.�,ailKrrrluumncrrosa,rrw<n.•es,xnrlrr,nwrNmuenwnrruvwnnnmemN+wmurunrvr�o��,wm+\row.•_....._ .,...,^.._.._.. 1 .! IN gRai-ml S 1CO 0Y ALF110YTh• 5J'L('_T;rl•].,•,51�1_ItR-()1JICtr?M)?1V'A':;;• { •4))MION DIMENSIONS SHALT,(-"OmX'X.,y 1Vx'I'XI 3XYX!C1S�XU'Eli'Yi?1V,5XN1WSPXaAN1)NSPX3BASE" ON THE, -MAXIM UMvVA'1'LRllJ1,'17't4',MAxIiVTUMSRAT'DLrP'ITI .-F OOR SLOP 1?,1:12 rl.owrlueu:r�n -833 NSRl(V011 DIVING G Wf�.`x EA2�tdYVl,xl01'�,�I NO -S ,lY)�SSLIA1,XJh1 L'X r'l(XI!,MANU);`AC'I'URIC'S SII�Z'S,'(VGR,7,)Z)�AA TO" C 12",7""IN, IL1S)tIZ(:(2"MAX, �a�„>xWMwdou�m,.�Mr�y„ " , , ''r IIS I ,1Yi'IcA[.old,rota tl s INSTALLATION IOI't ZtI,QTJX�IIV,Cr!,IV'Z S, R ISI.I2 LY I I i TiI,JI O'1"t'C)M STEP MA Y 111 1 d"IF X P IS i -1;N1RYIRXITiREQXJStRD S"1'11 L',SITA1,),O'GVLN1)A.ND ['T'11;5T+AI IN'rrRMU'13IA'I'1 'CRTrAI)ShNDR_[SI?RS`1'O f I SI(IMMf I2 R12MR,V OUT WI'11-1 }TTy—X1I�I X O I1[t 5 L 17)TIL�k7r 61 CG t X�X 1h 11.X T' 7 IIT',,[JN]IC.OItryIIr rTi.It SPA IS OPBRA°11) tn�m�Nn ma err a .. J 1" rl6Outpuft,{P STA,XXtS'�:E"0"WHTXEADVC�I2`gI daSQUAREXNG'rT)VIINr IN'1'LRMI'1'IsN'1'LIrT'1'b'XJAL•LI3AVLA ONE HOUR 4j AI2�As KAZ RINER WX'ITJ INTLXdNEWA.'IE TREADS 1'RUNOVT,'R,IP CONTINUOUS A SIC HOUR TURN OVTI,Rr I DE,GR ESr ad s•-u N � AND turW8 TiN !01 ), I,1�1?ORS,UN1�W�2�t\7 J1 k2: MA.XIMUM'CI?(vC1'T,ItATURI,i0 r ori' oNrcN w i�Wl SEATS,AND SWIM OC,1';CS MAX zoll DrLOW WATBR)I -iMUT ANSI/NSI'1 AR'1'1C1,U YV1"1,51�1TI,1'Y G'L1�f;`T1X A�ZOICSX�S'I'LNLS COMPON1I;NT5 AND IN67RUCTIONIrSAFETY SIGNS, _.. OVI'IONAL 12V LIOI-Tr '�"— UYS'AONT MULL GtO1VXr'L'Y'13/XTr'r NSr,50. -I11MSSURR I'ES'f PIPING A'I'7r5.1',5r FOR 30 MINUTES OR l j ; WfITANSr VP f3RA8S Tr;�(5�,.X'1jy�YJM JRNOY)fR RA'} -#,is 121X0 UrtS. IyITI)T,`I'I.,UCAI,CODI,IF GTtr?A'I'TfrTt, J 0 PVC(SI:G No'rfit3) XtH 1-ULL HAVE AN AXIL RALII,A sL� AND No LIMI TATION8 TO PRI4tSORE GAGE, I ••�YJI�'a"3 TIP AND L1&10 t9XXA,LL[VC'K(,,`I'AN'S"L:1081 DUAL MAIN SHAPE EXOPT f Old ? ? , i GOX S Sk2� ISTA 11''WITH S'1RA.It�fER ANTS Mr,81T rI.jE fool,CON'rRAC'1'OIt L4 Tt1,51'ONSIBLL FOR Jtl:6[U100) AMPOR r�IVINn FURNISHING ALL I)L+'1`AIT. DESIGN R QUIREIVIENT5 PIW0r•Jstlr•,NO'rr.•.3) T Xp Q {.{ ` 11UX�SAC SKIMMERS SXTAL,Z )V. IAT NS1'�aOAI�IU IOI21rlC.'IIINDIVIDEIALPOOL I)VACC`O12nANC,`I�,W1T'ir f1� �-W1,Xk t9 4U",IL$110,0NX11T$dOR 11WB .'Y(i00 SQUARE CIT?;II;r I'TILIqLORIDA 13I1II,1)INCY CODr.,ANY)AL1, � EN'I1zYR1iG1U(R[dW -. I CONS'I'ItUCTION SI•&11,TvIT?R'1'ALL AP1'1.,rf"AI3T.,T, f1� ' SVv1M•OU1'ORI,AIJOCR r••..._.—. XdXi,"I J131VZIVIrr�Ia',�'XYAX,I,X6I,A MrNIf1MM Or ONX,I OR CODESIN(,LUDING PLUMBING,A1,ZCTRIG',ILAND rte) f31cG[IJA211) .�. ._..._.. __._..(._SL•I_N_O,..'.i'F..S,) 1. !_r•_••�-`.ry•. 81-TALL BE SCXS,AOVNtrrltwl MAX. IVERy(00 5QYJA)R1fXLIaT, GAS, PIPING (OMI U CU) YLc k ANSI-721,66 C UC,12G1 OR t,T2C53C1Rk; VELOCrY 10 T 1S,SUCTION 6 FPS, THE Vo. ; :. I OVr'R 1OU, CA` SIAI1SI)WT1I, 31In5xCN�IUYIING 0 61I)FI S1401'FSj ,r rSAMPL,WITTTI-M INIOILMA'.l'ION (i�,;fW•��.,! , WT M RIiQr1T121�.r)SXIUWIV, NtfAXIW I)I2.AIN I'Y.,UMXJrIVO rSlrA.Y,r., RAIL OPTIONAL•_• IVkX;7!%,9YTX1I�: IG'OXDL QYRITATX�Xt T20IX3[!MINUTES OR AN7t A(,MTtA1N2,1t3 fiIVIIC',OVTrld A,9 ANY 31 r1-1 AI rY IX2NAPI?) I I r Xt()VI;r)J sI2A.CN,.,'MA1�BEPLAC:r!DON 'X'XIL APPROVED i)yvY'!1 !...� ��r � q yUya�U U M0. MN:lylg4d1g9 N4YN Vlq,y[pY q,Xvn N#OTPV N>PXN9YfIAl�10KYKt XINAIyI%F g WMN• Ybtd[f`Lrtl6 M4LtN 119M9NR,NIAIB SatJOWk/f/d YdAWYF„YO.ttt,flW91N 4NIrVK W1ttNCYN lO 1 HMbNttrpV1U y)III RY.rM1�11 NrY`IJrrAN41)S, '11-12TWO I)RAINS SX:IAI,lj HAVE MS19fUm.N> �V,w r¢ � �'_. A CI[•>L�l1l AYAQN SUf�rrUlV 1.rXl�IT;r ;JUG1'1Q3N Ci•Ttr1'['I?,I'i 1+/1AJ.'Y �;� �••� Faa V1L ><,� .,p'�;4�9�,.B L1 [5AMPLE ONLY.EACH�d[i I)LIf;>!1"t"ON RAI PPRIVdRIT�;t'I�,L A USEDolvily .u� sucriVII:D A'I'A IVIA.�TMTJN[otr lI Z+rs pp • W WA Y, yy,, F ) ] f I, 1„rY I' 1' f) "Ib J9 F.. 1111" u$' BE. 8AMM()I\I 6a TOTAL GYIU�IIVIICa @'@Epd�£1()I At)r�. io ANY)'I'111s r.,CJ4;'ISTA X XJ INS I5 IdI % ---- I 94mvbxda/V.Ta+INA.M,WrI\vY,delNt\MIM'rM,/IY.v901i,AVtiKNIWf/URYUkIO:rENW,M,1,RPrCRVNItm4,B1YAo1VYrlV•/LrfNPNWt •� Q.�RATY�;'I'IIT•';1)IS;1'ANC;X�;X�:C?CJAJ.,T'O'I'XXI:+SiPC'1'IC)N XJYX'Y!; --•J .[`.-'— J rST;lI;,IlV AIDI)X'1'XON A 5A.X+L'�1'X VA.CUUt1/I IIY�I,I�IA6;Y� ♦;•`! - }- - J vYS"I'riVl MU;i'r ll1,TNrS"I'AIrI,I�rX)r XX8 MAY CON.S'r3'I' POOL VOLUM515,0(1(1 GALS, AN r1J12 I{ISI,C Au.1� PUMP:31'ARCI'Iw N4CiA6U,3/41,113 40 GPM((Ij 0(1' TURN 1'I(TII)TO THE MAIN DRAIN LINVS,SY GLJ)`I'IIE SAWK A,5' 'I'11I',MAIN r)12A.I'N SYIC 1 ON UNHAND]IItQ(J('rHT BACK OWIN:40XU0-240n 1G,0(1oP2400= 6.7.G HOURS "" ��'-._ 1'0'1'rlJa'Xr11,'1'r;1i 7,Of;A.'1'XOIV,J I,IIOW)?D UP ANDOVER 1=11.TI"f2:SI'ARITE f�'1 N(GU,[SO C)YM CAPACITY _. �„ P _ ., I„1Nr 01~ WI-1-1-IA XYYIN'I''l OR PIiU'I'>✓G"I'XON AN})LATP:I,1?,1) w Vr-,NT L.INI-- TO DUAL � O RADE �- 1 MAIN I)RAIN:IIAYWARuBPIOJSAVs MAIN DRAINS - SI(IIVMII"AS DO NO 11I?QUYI2IC PXiO'I"L+C'I'TON AND MAY V) wt _. __-(-� 11X+1)Ii�1rGNIi:T>I+OIi:}0(vPIVI 9UC'I'IOIW, �� f rl CLI.ANGR:HAYWAIV)VAC I.OG TIM,FOLLOWING SIIA.I,J.,BP"IrAIJET ETD VV1'.I'I•r ICED a I it I J it 11'I ' t�L(BtY+V4A 1.,AI3It)II MA1i1�I71i'PAt'1',A.'i''1'T•1I�1'rL1'laR 1.t0f;A'1'ION: � VI N'I'SCRI"I.:N:I•IAYWAIII)SI'1096 , J,,” VAI,VT;rS,n:sAX2IS'I"Y YL,N'1` UR SAr1L`T"Y 11I ES, nN 112"w 1' , , " 1 SW ITCId, wi a 1%"7.0 OPM I rALL E }� Dl'S'S IC.'I�, 1 fJMT.(,�)OTR , SIJMNfI3RR1clUlliFb °1 �— U.i ran FORSPA Wl'I'1•J -..___...__._.r.,__._-:_.-:::•_:-:.;::____:::-_-,:..._::_ DI!:,�I'CvN - 1.'1'I1ArS C1I.1 I I CLIt',TI II l)'1'kIA'1.'`1'rXI � I --= Y"7.UGPM # RRQtJ1I215IVWN'I'S ARE,COMPT.JANCE WITIX'I'X'TT f/; u eurm»r 4{ INUGWfaNUI lI'I' na. _.�._ - ___. ..,._._��.. ._ ___._..•._....._._,. ..., .__,___ �.._..._.....—_w.._ _ .._,.-.-•- 11'1,0RIDA BUILDING CODE d7.4-•2,AIV;51/NSX'r••r7 C� Fll'1'RA'I'ION SYSI'f M STANDARD VOR PP;RMANEN'I'I,a'INs'1'AIlz,rfT>SPAu' rn 1 %'40 GPM ,-,»,lm &ND ANS1/N81'1-'51)95 STANDARD ItOR.1211'.SIDBN't IAL �^i RAIL _.._� IN-GROUND SWIMMING POOLS, 0Pi'IUhIAI. 2"20 OPM r xN2N1,FtvA, IJ i - u,v.rmnxN"n,eumnvKntx.wnr, .1� '. vrnY,nun,n\vJv+t,w„wrwn,n%,rnm, f' �.v,.,vr,,,,w\•„\w.�,,�„,.,,.. 111 "•� CIV'I'r2Y RGRI/l(@kU -----.. b „ -- Pp©CTL / 4'- 12.1120 GhM N: 21,40 GPM -.. — )' / CIRCULATION ,_ 12”MAX.I'J<OM VLNT \, > rGIF.TO MAIN DRAIN 1 I_INC 4/ i ✓'' Cl.l ANG:R CONNCC7'lo14 " >DUAL MAIN DRAINS RI-:Ciur}21;iU I' UAMI?W PROOF/SF.rNO'I'r:TS) _....,_.v�_,. _ _ __. _. _ _, ,• - r E.INt_ > ON'I'ING 4130Nf)1NG SAM@ A431/"90OPM Pw -------- a ' I � POOL -- ?NO UMNAVONS ON SHAPE P-lec S2—u 1N L'RL:SSU 1+/,^,30 GPM "NERAL SPA PLAN „ l., (� M., 1/ 36 0 Ib GO GPM l,/ 11 2" 00 100 (Y(F�r,�'�I YI , Jrr y nzt, rv,acct,ctsayru Il Ir�i -a•�rssarzes 7.% 06 145 I'r 'V aC�OFi (3e�tcl:1 [)lull Y. ,a 22a 4" ? 376 < w�»r gxwawm<xo-ar J�cltsonvillr;, f 1, ', ,:�,�•� ,n«,�r�,>t „q�,,,�,v,\��,.�I���,I,K,I,K.a '()L.L.'t`•f LS r 1�.E:r 9702 G�ar��c�NER Iy.,, 0, J T.QQ Cleveland 5t, Suile: 900 pAa'I:: 15 .1£u1. 'C11 r CI_rArIVJAIt:rt r'_O(tID/1 ;3:)755 (:4V4V . _. cc�ulPml_Nr E� '31D 'iVC,E? 7.i' .1-42,8443 Dfumq J3Y: I.00ATIoNr ) it �� � �.•�,,,emrrrervx>Fvnrzur��zncale,artrwmnxumlrrann\u c wew;�eee�nr;ea,rel;vlom�.vmmw:mnnu.,wrvoovc•'nxlMn:nx©n�,lrm+<\,r;.u,�,\rr. •• .,.�wlurv>,.,. nw�<r+n,muwnumnau\..?• r f4^' , ._........_.._...._._....,,..•„r�r..n,m,anlnrc-mlave,.wiew,mrcmermuene.wmwuusncnnwlrmnuanw .•",•'r `- GENERAL DESIGN REQUIREMENTS: -Slides shall meet the manufacturer's installation requirements. j • -Entry/Exit: required at the shallow end&at the deep end if over 5'deep.Acceptable are stairs(10" l , minimum tread with 240 square inch min.area, 12"max riser with intermediate treads&risers uniform). E Ladders underwater seats &swim outs will be max.20 inches below water. -Circulation systems,components&equipment shall comply with NSF 50. , f; -The maximum turnover rate is 12 hours. r -Filters shall have an air release and pressure gauge. �1 Pumps 3 hp&less shall meet ANSI/UL 1081 corrosion resistant with strainer&meet the required flow. -Surface skimmers shall meet NSF 50&there shall be one for every 800 sgft of surface area. FI -Return inlets shall be a minimum of one for every 600 sgft.of surface area. -Heater shall meet ANSIZ21.56 or UL 1261 or UL 559. 6,I j -Disinfectant equipment shall comply with NSF 50. Rehm une -Pressure test piping at 15 psi for 30 minutes or meet local code if greater. 4� ze'sneer Descent Lion, yl r.°nes _ IED •«e ill j Special Spa Requirements ze'SteetDe•cent -Maximum water depth =4 feet&Maximum seat depth=28 inches 9 Did, T4"'6 Floor Slope 1:12 38 7- Steps: min,tread 10"x 12" 7"minimum riser with 12"maximum riser except the bottom step may be 14" Ln " "'^°"'°°°' if it is the seat. i ="Ower R. �'2 3.5'Deep N 6 ReM,n Une -Intermitently it shall have 1 hour turnover.If continuous,a 6 hour turnover. ILD II•ht «me•onma -Maximum temperature to be 104 degrees. jl • Pe««"` -Meet ANSI/NSPI Article XVII,safety instruction/safety signs. iii / •sneer Descent t -Pressure test piping at 25 psi for 30 minutes or meet local code if greater. 4"Rep D° Prom , z0'Shee cent tEDtat= «mmt zs'3e. Electrical Requirements 1= PeelEgUip i 164�� D«•En••a�••^n Wiring and bonding&all electrical to NEC Art.580 or Local Code NR,Wm;in -No outlet or overhead power within 10'if within 15'protect by GFI. -Transformers min 10'from pool 8"above water,I box 4'from pool,brass to J box or transformer,which iJAI ever is first except where PVC is approved. p Pp t u^R.isea Deck Florida Building Code 424-2 w.ItroD,nePeY The pool contractor is responsible for furnishing all detail design requirements for each individual pool in accordance with the Florida Building Code,&all construction shall meet all appicable codes including I plumbing electrical and gas. Piping shall be sch.40 PVC,NSFpw,Max.pressure velocity 10 FPS,suction 6 I FPS. The pool plan shall show the design plumbing as per the sample with the information required, shown.Main Drain plumbing shall be two drains seperated by 3'with approved ANSI/ASNE A112.29.8M i covers. As an alternate the approved drains may be placed on different plains. The two drains shall have i, a common suction line. Suction grates may be used if approved at a maximum of 1.5 FPS&the suction _ piping is recessed from the grate,the distance equal to the suction pump size. In addition,a safety vacuum release system must be installed.This ma consist of an air release system. The vent pipe shall be tied to the main drain lines sized the same as the main drain suction line&brought back to the filter a location elbowed up and over with a grate for protection&labeled"Safety Vent". As an alternate,the l' Safety Vacuum Release System(SVRS)may be an approved valve meeting IAPMU IGC 160-2001a. Skimmers do not require protection&may be designed for 30 GPM suction. The following shall be labeled ICS with red label marker tape at the filter location: pipes,valves,"Safety Vent'or"Safety Device"& pump(s) {I Off switch.Main Drain covers will comply with ANSI/APSP-7 suction entrapment avoidance standard. Scale 3/32"=I' It has been certified that these design requirments are compliant with the Florida 2007 Building Code 424-2 ANSI/APSP 2007 standard for permanantly installed Spas&ANSI/NSPI-7 2007 standard for 1 residential in-ground swimming pools. n{ V Nil CUSTOMER INFORMATION Pool Specifications Spa Specifications Additional Specifications Additional Notes Length: 38'7"X25'3" I{ I have reviewed and I give my approval to NAME:Nicholas Dodaro -ength: N/A Gas Tank By: Others GRE,#TING#� A LESS STRESSFUL LIFESTYLE Width: 23' Vented By: N/A proceed with the construction of this project. ADDRESS:323 12th St Depth: 3.5'to 6' Nidth: Electrical By:Clift&Co. DOORS AND WINDOWS TO i, C Perimeter: 117 Ln Ft Depth: CITY: Timer: IntermaticTime Clock&Switches POOL AREA TO BE ALARMED TO � LIFT Atlantic Beach STATE:FL Coping: 100 Pieces 12"x12" Coping: to control pumps&lights CODE. k? , PANYMPAN PHONE:486 8600 ZIP:32233 Deck Sq Ft: 1184 sq.ft.ins.Lanai ✓ertical Material: Skimmer(s): 2 Size 2" `, •a Water Features �aD Chaar flacrant Interior Material: Main Drains:4 Size 2" woRlc: - Area around Pool will be Returns Waterfalls on raised Water Feature: Stnthtin d Li P of Lines: 4 III White Light Screened to Code. CELL:253-0293 Heater: N/A 9 9: Chlor Pentair x Pump Size: All barrier codes will be met. Pump Size: 2.0 Pentair Whisper Flow DeckiB�toClClift&CoSalt Yes IC-40 Filter Type: 200 sq.ft.Clean&Clear IdCustomer Date Heater: Deck Drainage:Away from Pool Pool Surface: 699 sq.ft. ! iI ? I . �'U` III I Ar NSI/A`_iP-7 2006 Specifies three methods for determining the maximum system flow rate. The following TDH Calculator OTrtions Tofn/ Head In eel Conversion CI7a/} simplifie:d TDH calculation is one of the methods specified. For each pump Inches Mercury (Vacuum Gauge) Check one. 0 2 4 6 8 10 12 14 16 18 1 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15,8 18.1 203 �/� ( �f Simol�ed Total Dynomic Head (STDH) Simplified Total D namrc 9(9 d �TDH1 Calculation I"ror�.shee/ 1 23 4.6 9.1 li.i 13.6 15.9 18,1 20.4 227 I -- - -- Complete SDH 'NDrksheE? .- Fill in 711 blanks. 2 4,6 6,9 9.1 11.4 13.7 15.9 182 20,a 22-7 25_0 etermi le Maximum S stem Flow Rate 7ote1 namic tear �TDNi 3 6.9 9.2 11.5 13.7 76.0 18,2 20s 22.6 25.0 2�3 I Q-� 4 9.2 1 1 5 13.8 16.0 18.3 20.5 22 8_ 25.1 27.3 29.6 r sl{'I• , O Comp:eEe Program or otheir co.cs. iii i0 required 5 11.5 13.8 16.1 18.3 20.6 228 25.7 27.4 29.6 31.9 Minimum .Flow Rate Required: 35 gpm Per Skimmer blanks an worksheet & atlicch colculalicns, 6 73,9 16,7 18.4 20.6 22.9 25.2 77.4 297 31.9 34-2 n`i l (,.I./cubic ) O X91 Maximum 'Flcw Ca ocity 7 16.z ta.+ 2oa 23.0 25.2 27s 2sa 32.0 3a.3 36.5 1. Calculate Pool Volume: x x 7.4-8 foot =Z 9 p 8 15.5 20.7 23.0 25.3 27.s 29.9 32.0 34.3 36.6 . 38S 1i7 (Surf. Areo) (Avg. Depth) (Vo in got.) of the new or replacem2n{ pump. g 209 23.t 253 z7.6 26,11 321 343 3s.6 36s at.t ` ; 2. Determine preferred Turnover Time in hours: lit , _x 60 (min. / hr.) _ y 10 23.1 25.4 27.6 zs.s 32.7 34.4 36.7 389 412 43.4 I ,I (Hours) (Turnover in Min 11 25.4 27.7 29.9 322 34.5 36.7 39.0 41.2 43.5 45.9 111 3. Determine Max Flow Rate: / 2 76 =7+ - $ Notes 12 27.7 39.0 32.2 34s 36.8 39.0 413 43.5 45.8 48.1 (Tumoer ins.) (Pool Flow Rote) (Feature Flow Role) (System Flow Rote) 1 p 13 30.0 323 356 36.8 39.1 413 43.6 45.9 48.1 50.4 4. Spa vets: x gpm per jet = 14 323 34.6 36.9 39.1 41.4 43,6 45.9 48.2 50.4 52.7 (No of Jets) (Jet Flow) (Total Jel Flow Rate) rate. 1. If a variable speed pump Is used, use the max. CD 15 34,6 36.9 39.2 41.4 43,7 459 4-8.2 50.5 52.7 55.0 !l For single umpool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) pump flow in calculations. � 16 37.0 41.2 41.8 461 46.0 483 So_s 528, 55.0 sia {al ( 9 pump 9 II77 39.3 415 43.8 46.1 48.3 50.6 1 528 1 55.1 57.4 59.6 xl 2. For side wall drains, use appropriate side wall drain o rllm 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 "rl eterm nt= Pipe Sizes: flow as published by manufacturer_ v 19 43.9 462 48.4 50.7 52.9 55.2 57.4 59.7 620 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62 0 64.3 665 Branch Piping to be _-Z - inch to keep velocity @ 6 fps max. of _ gpm Maximum System Flow Rate. 3• In-Floor. suction outlet cover/grate must conform to v, 21 Vas 50.8 53.0 55 sl-s 59.a sz l 6+3 66.6 gas 2-2 50 8 53.1 55 J 57.6 59.9 62.1 64.4 66.6 68 9 77 2 Trunk Pipingto be mch to kee velocit @ B f s max. at gpm Maximum System Flow Rate_ most recent edition of ASML/ANSI A112.19.8 and be 23 53.t 55.4 57.7 59,9 62.2 64.4 66.7 69.0 71.2 73.5 p Y P -- y ``' embossed with that edition approval 24 554 Si.i fi0.0 622 64.5 6s.7 ss.0 71.3 73 759 2 25 57 8 60A 62.3 64.5 66 8 69.1 713 73.6 75.8 78.7 F 3 10 fps max. at � m Maximum System o ate_ 4: um & Filter make model and location can not m Fl w eturn Piping to be inc to elocit @ / 9P R P 6s.e s9.1 71.4 73_6 7ss 7aa 9a+ R p g h keep v y P -C Y P 26 so.t 62.3 64.6 change without submitting a revised plans and TDH 27 62.4 64.6 66.9 692 71.4 73.7 75,9 79.2 80.5 82.7 �a worksheet. 28 64.7 66.9 69.2 71S 737 76.0 782 80s 1128 85.0 til Determine Simplified TDH; 29 67.0 69.3 1715 739 76.0 78.3 80S 828 85.t 873 l 1. Distance from pool to pump in feet: 31 71.6 73.9 76.1 7a4 50.7 82.9 852 57.4 89.7 920 30 69.3 71.6 73.8 76.1 78.3 80,6 829 a5.1 87.4 89.6 p 2 32 73.9 76.2 78.4 80.7 83.0 85.2 57S 89.7 920 94-3 2. Friction loss (in suction pipe) in inch pipe per 1 ft. ® O 9Pm = (from pipe flow/friction loss chart) 33 76.2 785 80.7 113.0 85.3 87.5 11 .a 92.0 94.3 96.6 34 78.5 '.80.8 93.1 853 87.6 89.8 92.1 94.4 96_6 9a9 i ?I 3. Friction loss (in return pipe) in inch pipe per 1 ft. ® 3 gpm = 1 (from pipe flow/friction loss chart) 35 80.9 93.1 as.4 57.6 89-9. 922 94.4 96.7911s tote l 4. x 1 = �. NOTE-- FIELD TDH RUST BE EQUAL TO OR HIGHER p THAN THE CALCULATED TDH, 1 (Len Sud. Pipe) (Ft of head/l ft of Pipe) (TDH Sud. Pi a! S. "7 X (Length of Relurn Pipe) (Ft of head/7 ft of Pipe) (TDH Return Pipe) p o J, I� TDH in Piping: 1 . 2 Schedule 40 PVC Pipe Filter loss in TDH (from filter data sheet): _ veloci - Feet Per econd 111 Pie siael 6 fps 8 fps 10 fps Heater loss in TDH (from heater data sheet): / Z •C� 1` 1s rn o.14' 21 m o.23' 2s m o.35' The following cut sheets are included. 1.5' 37 gpm 0,08' 50 gpm I 0,14' 62 qpm 0.21' Total all other loss: j Z 2' i 62 gpm 0.06' 82 qprn 1 0.10' 103 9pm 0.16' 2.5' 88 qpm 0.05' 117 gpm 0.09' 146 gpm 0.13' ®Pump Heater Total Simplified TDH: �? 3' 138 m 0.04' 181 m 0,07' 227 m 0,10' I 4' 234 M 0.03' 313 m 0,05' 3929pM OAT k l Selected un�p and Main Drain Cover R. 534 9 m 0.02' 712 m 0.03' ®Filter ®Thearphy Jets 1 1E Pump selection I rid P k t,:s�using pump curve for Simplified TDH & System Flow Rate <I�illl, (Pump model and site in Horsepower) ® Main Drains ®Water Falls ri 1305 l i Main Drain Cover i'ev��-rs;! $'TAO-G System Flow Rate must not exceed approved cover flow rate) (Make and Model) ®Other li Notes: Min mum system flow based on min. flow per skimmer of 35 gpm. lu Determine the Mumher a d e o Required I Swimming Poo/ Specification For. Dale I n Typ f q In-Floor Suction Outlets I,<<! type of cover [ ] 0 Dual Main Drains suctions outlets @ p �j pm max.flow _ .,en eon igno ure Pvlulti Main gains suction outlets @ gpm max.flow Contractors Printed Nome Channel Drain channel drain @ ��gpm w/ �ortc I Cont •`til,;i ^ .. • � �or.To:ors zloF one 6