Loading...
1024 Ocean Blvd 2013 Pool Plans Y Simplified Total Dynamic Head Calculation Pool Only Determine Maximum System flow Rate: Jandy FtoPro series Pumps total Dynamic Head Max-Rated(FHPM) Powtds Per 3trash Swimming Pool Info: 279 3 to 5 to N/A Volume: 7350 gallons (Foot of water) (PSI) ,2a (Surface Area (Shallow) (Deep) (Shallow) Spa Info N/A 0 0 Volume: 0 gallons 1tQ 3a (Surface Area (Depth) 1 Q 7350 Total Volume 30 Preferred Turnover Time in Hours: 6 x 60 min.= 360 Jattdyt Ganddge Fitter,Ds S cries �.nq . (Hours) (turnover time in minutes) t .e � 1 70 a F Maxium Pool Flow Rate: 7350 divided by 360 21 Spm 0 = 21 Spm �, g ,.,� .' ,.• (gallons) (turnover time in minutes) (flow rate pool) (feature flow rate) 4L ' ( t Spa Jets(#) NONE x 13 9Prrl per jet = 0 flow rate �° ( i (i of jets) (jet flow) M r i Design 6 1 j Design A&A Quik Clean System NONE x 18 gpm per high flow head = 0 flow rate xa a� 10 Mead' € Presslae NONE x 9 gpm per low flow head = 0 flow rate2 MOP 20 = l t a. s s {fit tread) i (psi) 0 Total Floor Heads LOSS flow rate 0 k + a (S of heads) (head flow) ; Maximum Pool System Flow Rate: 21 � Highest required flow rate between"Maximum Pool Flow to r r t Rate"and"Spa Jets"and"Quick Clean System" ' nil r, 0 10 2c 10 40 50 60 n W W 100 110 120 130 140 150. 160 slit 9911 1-a 200 210 220 230-240 2`.0 l t 1 3 I - s • aw:auwer "flow Rau,Gallons Per Mintne. - 2 I x i j i 'r.l2�Jt1 Determine Pipe Sizes: (GPM) Pool/Spa: Branch piping to be: 3" inch to keep velocity @ 6 fps.Max.at: 136 gpm.Maximum System Flow Rate ! .Trunk piping to be: 2.5 inch to keep velocity @ 8 fps.Max.at: 117 gpm.Maximum System Flow Rate 0, ' 0 60 W 120 Return piping to be 2 rr inch to keep velocity @ 10 fps.Max.at: 103 gpm.Maximum System Flow Rate fl 30 Flow Rate(8ixr►) Total Head in Feet Conversion Chart Inches Mercury(Vacuum Gauge) Determine Simpified TDH(POOL); p. - "2 4 6 8 10 12 19 16 18 0.0 2,3 4s 6.$ s,a 1L3 Distance from nearest edge of pool to pump in feet = 45 6 u.$ 15.1 20 3 1 2.3 4.6 6:$ 9.1 tt4 11.6 15,9 1$.1 20.4 22.7 Friction loss In suction pipe 2.5" @ 8 fps inch pipe per one foot Q 117 gpm(from pipe flow/friction loss chart)= 0.09 2 4.6 6.s 3.1 11.4 13.1 15.3 18.2 20-4 22.7 2S_0 Friction loss In return pipe 2" @ 10 fps inch pipe per one foot 103 gpm(tram pipe flow/Friction loss chart)= 0.16 115 1131 16.a 16 2 20-S 22.5 25'0 273 Flow and Fticriott loss Pei Foot 4 3.2 11,5 13.8 16.9 18.3 20.5 22.8 25.1 24.3 23A Length of suction pipe 45 x Ft.of head per one foot of pipe 0.09 = 4.05 TDH in piping 11.6 me %.1 18,3 20.a 22-3 2s.1 27.4 23.6 3L9 Schedule 40 PVC Pipe Secxld Length of pressure pipe 45 x Ft.of head per one foot of pipe 0.16 7.20 TDH in piping 13.3 16.1 ta4 2a.6 22.9 2s.2 24.4 2S.7 31.9 34'2 Velocitytet Per TDH in piping 11.25 16.2 16.4 2o.7 23.o 25.2 21.s 23.7 32.0 34.3 36.5 •Ze & s t 1 P P g 8 1$3 20.7 23.0 25.3 27.5 29.$ 320 34.3 36.6 38.$ 1" 1 gpm 0.14' gpm0.27 26 Other Loss in TDH ft of head #_ Filter loss in TDH(from filter data sheet) 4.50 (from filter data sheet) 20,8 23.1 25.3 27.6 23.$ 32.1 39.4 366 389 411 1 , p.Og 50 0.14' 62 gpm 0.21' Main Drain 2.34 2.34 1 Heater loss in TDH(from heater data sheet) 0.00 (from heater data sheet) 23.1 254 27.6 a9.9 32-1 34-4 36.7 3$:9 x1.8 43.4 2" O Og g2 0.10 103 gpm 0,16 -- 25.4 27.T 2s.3 32,2 34.s 36.7 33.0 41.2 43s as.5 2S" > 0.05' 117gpm 0jW 146 gpm OAT Returns 3/4" 3.30 3.30 1 'Total all other loss 5.64 12 24.7 30.a 32.2 34,5 36.$ 33,0 41.3 4ss 4sa 4$a .3, 136 9pm QA4' 181 gpm OAl` 227 gpm 0.10' _ Therapy tet 0.00 27.72 0 Pool Total Dynamic Head(TDH} 21 � 300 32.3 34.6 36.5 39.1 413 43'6 45.2 SOA S2.1 , 1 32.3 34.6 36.3 33.1 41,4 x3,6 45 9 4$2 SOA $2.4 4" gpm0.03 313 gpm 0.05 392 gpm 0.07' Floor System 0.00 18.65 0 a '034.7 35.9 3sz 41.4 4s.T 46.a s$2 so.s s2.T 54.0 6" 631 002 712 OA3 1 37.a 33.2 41s 43.7 46.0 4$.3 $os sa.$ 55.0 s7.3 Total 5.6439.3 41.5 43.8 46.1 48.3 50.6 $2.8 SS.1 St.4 Ss,6 40 2 ` 476 43.8 46.1 48.4 50.6 52.3 . 55.1. S7:4 53.T 61:9 . N N "3 46,2 48.4 S0.4 $2.3 $5.2 ST3 SS,T 62.0 64,2 20 46.2 4$3 SO,T $3.0 $5.2 S7.5 53.5 62.0 64,3 66.5 4$.S So.$ 53.0 55.3 S1.6 $3.8 62.f 64.3 66,6 6$,9 Pool Pump: Jandu F/oPro FHPM 1 hp-2 ga sa:>s s3.1 $5.3 54.6 s*:9 62.1 64.4 66.6 65.3 71,2 95 Gallons Per Minute 21 Total Dynamic Head TDH a 55 STI s07 $2 62.2 64.4 66.7 63.0 T/2 �/ (TDH) 4 Ssa 57.7 . 60.0 62.2 64.5 66.7 69,0 7L3 73.5 75.5 S4.$ 60.0 62.3 64.5 66:$ 69.1 TL3 73.6 T5,.8 78.1 Pool Filter: Jand✓CS100 Cartridge ROOTS Spas Service 60.1 62.3 64.6 66.8 69.1 71,4 73.6 75.9 T8.f 80.4 Heater: None 62.4 64.6 66.3 68.2 TL4 73.7 T5.9 78.2 80.5 $2.7 POOI 28 64.7 66.9 63.2 TLS 93.7 Te.a 75.2 $05 $2.$ sSo Nova 7-314"Pool Drain 6t o bs•3 T'.5 T3.E 46'° 4$,3 t°.6 $a E $5.1 $7.3 Carr, Susan & Romero, Joe Main Drain: 3ft.0in. q a9:s 71.6 t3,$ T6.1 T$,3 $0.6 82.9 $51 87.4 59.6 150 m max. flow .TL6 T3.$ 46,1 T5.4 $O.T $2..3 $5.2 $7A $9.4 32.0 024 Ocean Blvd Floor Installation 9P 73.3 76.2 7$.4 ao,7 $3.0 $s.2 87.5 $s.7 92.0 94.3 3- 46.2 TSS 50.8 83.0 85.3 873 89.$ 92.1 34:3 96.6 34 T$,S $o.$ $3,1 $5...3 $7.6 $s.$ 92.1 34.4 96.6 98.3 Atlantic Beach .32233 $0.9 83:1 55.4 57.6 59.9 92.2 94.4 96.7 AL2 --� 11/6/2013 pill! 0 X � s o N A ill 211 % W � s P� n�i o LOT 3 � IL rn 0 f o o PAGE 2074 OORV 862Q, Q --I N N NORTH 1�2 OF LOT 2 NOT INCLUDED IN THIS SURVEY :v�"0 0 n z Z ZIP N o � A z o 14 AS N84°29'54"E 115.31 ' rn CONC. O yl r�ARE A/C PAD A N O C I�ETEN d 30.0: . . . . . . i.� O •n 500 CUBIC FEET ' POOL 35.6' 0 21.6' r C 1000 SQ FT @ :Z �QUIPENaJT (,� S r' Z ,1 6"DEEP v w N w - r Z vj f r r err. =�O �' D O �...r� O r ' f n 7.0 v ft1 21.3' 3Q.0. Z 0 C . r Z0 U; xff �x °oza vin . . . vz D � � F - O O .-� -P f ,f ,L ,g o rn w o o 0 N -iKO 3 ' m 3 p Z Z Irl 0>0 zzY "u c a) �a ° r "ON O D CC - M -� o 4 �O NO Z M m 14.8' (A tV � n rniOCrnv � 0 1so"I .. 5:Q' �� ``� '� r0Mr w V cn_ Q M C - VEGETATION FOR WELL Q POINT IF NEEDED ' O D D C 2. o=1 I s 15.8' 14.7' j A FLOW ARROWS TOWARD STILET W DRAINAGi� j T� 4.3' � Q�� p O w b C n -♦ (7 FLOW ARRbWS TOWARD STREET n y d� _ oc m � S84-26'37"W 125. 19' O 8m y 05 n pp � a < mz v Elva C z M 0 Z � 0)z � -�-{ �00 3 4 x o mn .. --1 0 is z m C 7 C7 Q oyCA Lp \ cc z }` z Wim = zz rn � ' b = - = 1 Oth. STREET 0 a IL22 ts'J "' �� z 40' RIGHT—OF—WAY � 0 T o = m m G) C�J PERMIT DRAWING AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE#8 AWG ARE SOLI Q COPPER WIRE BURIED TOA POOL201 Owl X (13' X 161) MINIMUM DEPTH OF 4 INCHES TO B INCHES BELOW SUB C) N cl) GRADE,_AND181NCHE3T0241NCHESFROMINSIDE THE NO OVERHEAD ELECTRIC IN POOL AREA " �c� ¢ WALL OF A SWI MMING POOL OR SPA WILL BE USED M W W = u— mm • ow NO UNDERGROUND UTILITIES IN POOL AREA O O wW, ¢ m VGB COMPLIANT MAIN DRAIN Lu ~ DRAINAGE DETAIL - FINISH GRADE TO " ((D OO Z CO w 00 ¢ oomN rw NO SCREEN ...................___..........._._____.____.......__._.........._____....__P,L-----------__________ SLOP1EAWAY_F.RO M POOL a " GROUNDING & BONDING DETAIL w NO FOOTERS � Qww MINIMUM 4 FT HIGH FENCE BARRIERS — FENCE AND ALARMS TO CODE m Q .. WISELF CLOSING SELF LATCHING U 0 m CONFORMS TO FL BLUILDING COCIE R4101.6.1 DEVICE AT 54"HIGH PER CODE Lij _ ¢ w SEE SURVEY Z WI WZ Z Y DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL Q 0 z ? Q iu BE IN CONFORMITY WITH THE REQUIREMENTS OF THE: (n ¢ O 0 CL 0 a:cAaU0n. DU ANSI/NSP13; ANSI/NSP14; WALL ANSI/NSPI 5; SKIMMER 5'BENCH RE URN ANSI/NSPI 6; PLUMBING LINE FROM MAIN DRAIN TO POOL EQUIPMENT W & ANSI/NSPI 7. V 51 cy, DEEPi.......... . ............................ ...................... 3, , N DEEP WALL BARE#8 BOND WIRE RETURNATTACHED TO POOL STEEL. Q SUN-SEAT L w z w RETI IRN as w W�d N z � c U� WZ8O J U Y U. O a PAVER COPING °p d to i w UNCTION BOX Paver step PAVER EXISTING LANAI DECK 19 fit. cq M " oc RESIDENCE r"i WAY WAY Z J ALARMS ON WINDOWS AND DOORS PER CODE g LL > _ CL z w m w z `� 0 Qm Fx rER ° SYMBOL KEY: 0 w U = shower ® = DRAIN m oC O POOL W1 STUB OUT FOR PLANTER AC D4 =SKIMMER w O z I =WALL RETURN r Q O o g m CLEANER 8 WALL RETURNS �1 =400W POOL LIGHT Nva ¢ FILTER SCHEMATIC (NTS) Q} = POOL DEPTH RESIDENCE CO =JUNCTION BOX r= POLARIS CLEANER OU O ® o 1-f�F - DEC-O-DRAIN U) THIS DRAWING IS AN ARTISTIC INTERPRETATION OF THE w cn a- z GENERAL APPEARANCE OF THE SWIMMING POOL. IT IS 9 � w NOT MEANT TO BE AN EXACT RENDITION. o o a �� I SWSi/61• t13dMVo mmu mad onvina3A13ovvoj s oN P OBS As vow SAoiAmEdwi 39"V*Nl Qo !iS%sA0U4v7dw111/lol 00 O pVIZ`S 'IVlol p OBS ISVBAVd Z w I Q N ow 411VMMNG = o p fro 9 _v=OH 0 0 0 _ �r3aw snolA�l3dwl IM3N AAM—JO—LHJ121 ,Ot, LL g w , o 41 00 tis6'a �I101 133�I1S 'u�Q J= W C P OBZ �AVlMMIMO = N C7 a g a +• ui Z scn � K Si1S`B %101 'e y Q; ti v m % V o � 3 V onolAH3dw1 ONLLBO o10 o�� � 45, 5 o 04 0 � v �cn c� _03� - 3 W a cc M� 'SZ L M L� 9Z.b8S 4 W Q w 0Z1V w o v ct o z •��.+J� I'7 (Y ........ 3ON3 IS ........5 f' Z m1dJ ►- � w � m - 11 E i c p �5 �+) I- Q (] ,L'�t ,9'S L ; _O U. ,,a•'c � a 4 e ° z Y UM C ) t° > ., H CJ d' % N v Vf — t4 r n oa f (\) W D 0 W v " va ¢ ° � G w x W �_ CL ` �+ LLJ Q Q l�} � 0'S �° ccs $ `_ OLU D L_ W O '' E c q cr- Z_ op L~ to CJj Lu Lo D � W W = ZU sco 'r 41 czavo C4,4 J � w oU r� � • ,8�4 a W � � � WaY L ) w �i t� Li � w U � F. OZ � � a CJ �0 vo w b w W � oQ � ~ � Q Z) I� = d' w eF e�'t t �' M � C C . . !� q U) a m J W a m n 3 N3d l�IS zzo CV °` NW t WWW LJ C? va O w o a V ccv la W LL W LLJ UQ Q ,cZ,�[[,o Z p _._ _. coi _._ �. _ _ ._cv 8 g Z o _. Y _i__o._ d- 0 0 = O W azc 1� � � til i o U7 a�� £'t z �' �0 !n o Z IL >- LU a a QU lz z �- '0'L 0 It Q O m ly v, Z Z J W O Li 0 ,9'tZ Mo .g g£ 1NW3dlfli�3 $ N m L=t. Z N N U> 4 " C] �.__ _ `� ,CJ'e�£ i� t Ot/d O/V ♦ ` 3033N dl 1NIOd 0 .� C7 a to CO z Q m s Y R ONOa '1'i M aOd NOt1V13J3�9 r" W a z o ago Q G +�'. jHi8ON a f- Z �. l 2' l 3„-V9,6Z.-b8 W _ GnU� Nz 0 CL CL Z a z �W Qn= 2 `> N a W �` (7 mw17D Z — r .es� t z - oa o ,/'��A3/� nS SINi NI 03oniON1 lON Z 101 W Z O 16- F tLOZ 3Odd 'OZ99 ANO � w(A J LA J ,7 "I £ 101 o Z o t�t o `'