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D l J ml z _ O D = I -�' t O to 00 W c7\ � c � re t7 = rn x r L � °?D faro `,A m � c Ny rnrn trI r p (A zfT7 r- < C .�, Z > mo M �' m (\nom \ m I 1 00 ;0�' ° -i D -� � cn c n L � r o, m pOp O Zt-ni Z � Z Zx N II Z z s m m � r � IN r T I x � m (A D wI , 1 N 10Z WpgM ;0 M^ rn ^ I) DFr>. v 1 � C x x D � mm II N r 00 M O -I -� (7 N -� � � � I � 0 W rn � 0m O Z m � �N WI I Z � m D n V) r m N D � K C r- 0 , J to N T�T 0 I� m ) \ � Nmp I , 1 Dc < � m XD0 O I 1 � � � m N o p C r '� -, LI tzi) x M 0) I i 00m �I T � , --I z I x ITI O V m) z W m N r („im O� J Z � � D\ I � Lm = moo \ O C 00:) C7 � TImr DOKK x x pmr- .U * WD < K WDrn x00 K M (� -a X (n --1TI r (A ZD (� OxxzR n -Imm O m DOC xO m m 0 -< Zx mXD D M Om m OOO c (n cr -a ZM > O - C� 1= DD m � rgKmO zKm ; - 0 -1ZO (oN Z Z0zF 0 T c � r*i c� Z I � z � O zZ m O DmWtno Oz - mZ MTICOO -q n < TI - rn � V r N m � 00 Z cn 0 mrnZm � � U) (n < n v) � -- O --Iz Z O alp O � � Z T Z � Iv D\x T1 -I z nz r,im p _ -*i Zm � c � KD0 > r- Xxr -_« n mmnm - G7 V mx IN = i � � 1 ml ( N . `In0 � 0 D � y Nom - � D TIC r ODry nD -� m -) � x n = n OZD zxm D m z rnr Fri K: c � r Zr IT1 Z -< y O r °' N � D zmZD (n C7N _IO r m OD0 I 0 x - - � C 0 mW 0 m z n Pn O 0� ,--1 t1) mpm � mo = � r W nn � � - z m C)4r— Z r (7 r ZCp m I np D Dm � C � zom � D �-IQDrno mtn mr- � rV) 0 � � = Z � ,, rr- rnc = n CD zpmrn (n m � -i D0 rn n � U) = r n Z m � DO � � U p O � c 2: -0* n � � mp • � (1) '0 0L/) o m (n � O 0 z0o r m � Z z � c m \ N 0K _ 0 Z03: Mn -� z - r � rn N D 0 - rn � -i mp Ay Ov DZZ ' m rn D O Z -ID rn02 n m-I LnO p r Z � - - -< 0mpr mmn � 0 g � -� r Orr--- Wz m m coc� m = ( � zXo IX m 00 0 = r -a Z (n W = O Z m -I -I C _I x ( x M J . � ,D � pZ c� � ? = 50 � moo 0 ;0 rnm m Dtnao � Z 0 m p - O w r- � Z rrn _ r = O - Om -I O - p = � - m m Z: ;U = 0D = Z � 0m � � � �Z mm O Z Nmmi � � Ui D � �ix z CC) -I .� � mm tn -� < OJ > x n - O -- m ' (A Z DO m D � r. �` ' 1 D to D N p r O Z \ Z (7D = '� _� nM- c DO �_ 0 z rn 0 - < z - < K Z rn I- D O z () - -� ZzOz -+ m � (7 y O < D � z � O D Z Z00 r/) � 0 p zc� 0 0mr COGS -t Z m to � a) = -_ice -< O = - - C7W r c� o z .. m -�m C) '- co DODO OOOM - mom p r0rCn �i � nDC rn (7DG� IT10D z-I '_`. rOU _ CA %,., m 9 U ;U 3: m c_ zp r � � Z � O � � pp �7 0 V F, (Y) - v � 0 G7 (A cr co W C -v < DO D � O O -i -,i W --i D � . D -� Z Z _ .. O Ohm D 0 M (1) r _I Z mzc mrri > n z c0C) (mj -im Z z � mz O mmp rrmrl O z --I Cr_ mD m -a z ZO . �a X p Z n = c00 � "*1� 0 0 m � �U5. WD Z O � o -lr 00 _q = W O mtop Dtornzm OOz x z < -" rn -A cnrnm -< T_ 0 D oo > 6M (A - m T DD = W maD � nr Dp /v (Z-jr�'� (�oZ � � � m D m =1 = Zmm = 0 -zi D0 � DC) 0 r r � m = � m D (n CO --I v) z < tn 000 � rnz � mcW o -IZ \\ \ r p0Z = m (n 0 m Dm0 D0 0 z 0 � -� � ; m m c7 to - o to = to m TI C t1) rT1 - = -i -I n � Z (� m p m - (n �_ O = rn m ., \ -a x Orm W C > 0 D - � - ZZ n _..i Z D � - (o - '� D a O Dec O - \ rn D Z D XOn r DZ � � p � Z Otos m _I � --� G� O rn � zr � OX O t/) m C _� . m .ZO) � r --I r (� (A = D p (7 � rn � 0Z m � � � D CC toO � � x � oiZ s r -< Om CmZ r rn �m Dn (7 o Z rn � -I - = - oo m =IC � V) m -Tt DN x (00 D O pKO ZO C � � n I rn � D O _+ � -� m Z � Z C -i \ SCD n � � p .. m.. Z � nZ D Nz � 2r m 0 O � ZOv (� Z nD � -a -I m -,� = m D -I � mD Z z -� - G� �, 0 p z -90 Z Ori (/) CU \ m D = 00 rn � - rn gn r Z DO m mm � D = m = zC0 _ � p r,-I - P n -a � y II co _U OD (nozom Zm (� z � m -� � -I Z O D � I mac V) Dz m z � � NOO � � -< O p � p I W = � OC7C� rnUr - Z -t N �1 � p Cn CDZ --+ OS` p ny C -t = %0 - ( ) -az ��, p '-a Z Z .11 rn t/) -9 C7 z (n - T � m < W m - co z � p m r0 - to rn � rnn m (o z w � � D (-) -9 j 2 r D rD- r0 O 0O -Im -i • rxtuO r�T10yZ = tn TI c -n m0I0 to rDC ZZ -I n rn0 <_ o0O m -_1 m o00 _ DD - D IS M r DOL r (n n N - Z co r- 0 � m � r inn (n0 C * - O Z (7' 0 O Z -. OZ Z m < -< Z- -< (� � o CO � mD O (zn m,-. -Dirn �> (n0 � Zm O znc o � 0 - om Z0 � V rn ZUO O= 0 D < (om-00010 > o in m m Och D C � � ., .,. ... ... . O --tO (m1) (AZ -0 N N mm � rnm W � m --I ;d prnT to mm � _ mo - -I (n rn DD r � _� � � Z to Dn O 0 (n -< m m _ () .P Z c o (n -I z rn < --I z �.� (nv) -0m n ,I (o r. 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N 0 0 < to N /\\\ \\ \\ \\ \\ � (7 o C O Z D z -t m rD- (n m /\i\\i\\i\j\j\j cin c 1 ': � :- r • 1 - \ \ \ (r pzrn ooh = - (n r�I z -I z N D O P D D \//\\� ��\\j to 2 G� D ° _ ( m \ _ no -------------- ON --I 0 -0 00 I ❑ 1 ' ITl \\\f' ° - �f /i / v .. - O W r a / O rn rn N m m (n zttz m I 1 = ZU) K W �� D W z \\��\/\\/\\/ r 0 \(� < o -< ;;0 M P S o z x MIN. D E o0 C \\/ice\%f\\% < o cn c m 0 rev CDKm � op 0 � Xo tU'T, T' z r'' T' 0 0 0 Z ( CaC \ mn tm © � m 1'-4 00 O � DOz r n > 0 � 0r zoo ;;0 = r O � W C70 0 z � Z D 0 2 G� r G� Z c pp ra B �. 1 O D 0 D o DD27 0 �G a-r D Nk Ya N a xco � OCEAN DEVELOPMENT $gD>Fo�� m N� � m W z z � R on rn LA ND to N 0 15 N N N 0 � 0 Z n rn �� 0�Z p ��� c O c°_n O w a rnO w Z > n > m � �n� E5 °�iri00 �� cao < -no iv rnrn Z r pSAD c DIXON RESIDr.NCE .. O O� UI Z vO r T S r W O ap °' H fi0 Lf) r+'1 rn c�D Z Y m D-� N 0 Z .w, �.,gyp w x C`. Y ��. . 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N N N d �.c-c�°o��3 �'� ^► o= D a N i0 O -: o s A NN K c'� -n tC1 �► Op Moz? c � Q7 • b'0 ZO •` dtl0 ON g o' ZbL'OL 3,,Z�'.9�b.£ .OS d i ONS> (�- Dy cDi o (.Lvld aid 3S`de 9N18V38) ta` 1 1111 r I (m/8a mend a3noaawl •09} 11111 d o rn CD :1 = PERMIT DRAWING AN UNDERGROUND BONDING CONDUCTOR MADE OF A o N SPA DATA Y Q SINGLE#8 AWG BARE SOLID COPPER WIRE BURIED TO A N } *VANISHING EDGE POOL 4O� Off„' /� �/' O„ MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB N >- SPA BEAM �/ GRADE AND 18 INCHES TO 24 INCHES FROM INSIDE THE O .8 THERAPY JETS SPA 8' X �� WALL OF A SWIMMING POOL OR SPA WILL BE USED. _ '400,000 BTU HEATER p Im co "LED COLOR SPA LIGHT p Q W m Lu `2 HP BLOWER NO OVERHEAD ELECTRIC IN POOL AREA =° , a o "JANDY RS8 ONE TOUCH " -SPA SIDE SWITCH NO UNDERGROUND UTILITIES IN POOL AREA w w DRAINAGE DETAIL - FINISH GRADE TO n ; w Q • W Q � � wpwl— p SLOPE AWAY FROM POOL ; ' m F- Q Q ho } SYMBOL KEY: v = U p p Z Z ® =DRAIN = s "' wZWZwOZ p®=SKIMMER GROUNDING & BONDING DETAIL m - z 2 WAY J w I– < C =BLEED-OFF Q O Z w Z w W 3 m yypy 1 =COLOR LOGIC POOL LIGHT NOTE: FOR BARRIERS SEE SITE PLAN z WAY a o o a o A =COLOR LOGIC SPA LIGHT =THERAPY JETS 3 z ® =VENT LINE WAY HST =POOL DEPTH FILTER HF�a�R NOTE: � PUMP c] =JUNCTION BOX ® V 0 =SPA SWITCH ALL DECK PREPARATION, = ®=QUIKCLEAN RETAINING WALLS,STEPS,DECK,TILE, • =WATER FALL STUB-OUT STEPPING STONES&COPING BY OTHERS A =SAFETY SUCTION POOUSPA WITH QUIKCLEAN,HEAT PUMP,GAS HEATER, AND SEPARATE PUMP FOR WATER FEATURE N =AUTO WATER FILL FILTER SCHEMATIC–(NTS) ®=DEC-O-DRAIN N <­DRAINAGE DIRECTION a 000000000 000 0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000o Q. PPROXIMATE oPOOL VENT STUB OUT FOR RAISE BEAM 12" N L TION OF SPA OSPA VENTATER FEATURES APPROXIMATE PLANTER fl W 0 --- — _bkSWtTCH— —-- — — — TYP.OF 4 - o BARE#8 BO WIRE 0 ° ATTACHED TO P OL STEEL. z O o46)" _ 12'4" x �- ° o cr U Z o o O N Z ° Lu m DEEP O O °i 3'0" 0 10 11 — ` . V U DEEP o p w Z o O •• o 0 0 I —.S, N-SEAT i ? o LL __ _0:.:::, _:: I LL ° ---- I E. - - �_.. -._..... 0 ° J .� O DEC-0-DRAIN ° t SEC-O- N o INSULATED#8 BOND WIRE BY OTHERS ° 21'5" ;BY OT H S oo IN CONDUIT FROM LIGHT 0 NICHE THRU DECK BOX. ZO o STEPPING STONES 0 LIGHT GFCI PROTECTED. o BY OTHERS N RESIDENCE o > lo (TYP OF 5) ° W. ZO HZwRAISE BEAM 24" ';'`: o Z N > u 0 (D< °o Gel! Zw < FILTER GFCI ' ';1; o FEATURE VENTED WITH J Q m Z RECEPTACLE ; '.: ° VORTEX COVER THRU m V F= m io o PLUMBING LINE FROM MAIN DRAIN SKIMMER TO POOL c„) Q Z O Z p FOUNTAIN PUMP TO FOUNTAIN EQUIPMENT TIMER& EQUIPMENT o {U O o _ j AND FILTER –"– – – – – –" – WITH HOMERUN ; o N O G r Q BACK TO PANEL o PLUMBING LINES FROM MAIN DRAINS o TO POOL EQUIPMENT • � Z WALL o O O _ RETURN THIS DRAWING IS AN ARTISTIC ° ,ppRoxr�' INTERPRETATION OF THE GENERAL o o z w a NOEOUIPMENT APPEARANCE OF THE SWIMMING POOL. IT � o �* (D W cow o Q FOUNTAIN VENT LINE IS NOT MEANT TO BE AN EXACT RENDITION. o w Q < IF NECESSARY) Pool_ DecK V I (ll I C6 z" U) `: 0 t m Z rn a� � U N � � 0 #3 Bars @ 12" o.c. _ -- Pool Data Each Way 6" Concrete Floor- __ Hydro-Static Release Valve Volume2 ;! Tum Over 3 fs f I t1J Longitudinal Section Filter Cay -�k `'� v Pump N.T.S. Z•s F}. �, W Pool_ DecK- �} V) U) 3.5" Conc. Deck (2500 psi pea rock)_ with Kooldeck Finish N 1(1 � #3 Bars @ 12" o.c. $---- rl �� p Each Way 5 6 X 6 Ceramic Tile— Hydro-Static #3 Steel bars `..' Release Valve 12"o.c. each way -Tamped Earth r E Cross Section (D Pool Finished with CL N.T.S. exposed aggregate. Wall Section 2 ` fl� LO At TC °� L Simplified Total Dynamic Head Calculation Fountain Pump Determine Maximum System flow Rate: Swimming Pool Info: 34 1.5 to _1.5 to N/A Volume: 370 gallons Jandy FloPro Series Pumps (Surface Area) (Shallow) (Deep) (Shallow) Tirtal(Feett oaf" e Head Max-Rated(FHPM) Pounds Ni 1 r Ic1ch 1 Weicrj. iP�)1 Spa Info: WA 0 0 Volume: 0 gallons 12J (Surface Area) (Depth) t 1111 ._._.. _.__....._ _.�.._.._.....-�-...._...�.,,_ ....._.. ._._. ........ .. �,...�.,. 370 Total Volume Preferred Turnover Time in Hours: 0.5 x 60 min.= 30 1c�1 j (Hours) (turnover time in minutes) -0 i Maxium Pool Flow Rate: 370 divided by _30 13 `gpm 50 = 63 gpm , _.:e, ..__., _._,._.... __-. __._ W.___MY_ __ M_.._1_...._ (gallons) (turnover time in minutes) (flow rate pool) (feature flow rate) 70 Spa Jets(#) NONE x 15 gpm per jet = 0 flow rate (#of jets) (jet flow) # A&A Quik Clean System NONE x 22 gpm per high flow head = 0 flow rate NONE x 9 gpm per low flow head = 0 flow rate 40 Pu S H (#of heads) (head flow) 0 Total Floor Heads flow rate F 'u• ^" ors °101- 1 Maximum Pool System Flow Rate: 63 4� Highest required flow rate between"Maximum Pool Flow1 s° 2° Rate"and"Spa Jets"and"Quick Fresh System" 20 6"f 3wi1 tm 'NOTE: Minimum system flow based on minimum flow per skimmer of 35 gpm 1n �. #RAr _ o.€. N!. 1+P, 725 i s 0 c Determine Pipe Sizes: C 10 2C 30 40 50 6D TD W 59 10C 110 120 130 140 150 150 `TO 180 M 200 210 2M 230 240 2`_ Row Rate,Gallons Per Minute Pool/Spa: Branch piping to be: 2.5° inch to keep velocity @ 6 fps.Max.at: 88 gpm.Maximum System Flow Rate frM) Trunk piping to be: 211- inch to keep velocity @ 8 fps.Max.at: 82 gpm.Maximum System Flow Rate Return piping to be 2° inch to keep velocity Cc? 10 fps.Max.at: 103 gpm.Maximum System Flow Rate Total Head in Feet Conversion Chart Determine Simalfied TDH(POOL); _ Inches Mercury (Vacuum Gauge) Distance from center of pool to Pum in feet 65 0 2 4 1 6 8 1 10 1 12 14 1 16 18 Friction loss in suction pipe 2" @ 8 fps inch pipe per one foot @ 82 gpm(from pipe flow/friction loss chart)= 0.10 0 0.0 2.3 4.5 6.8 9.0 t1.3 13.6 15.8 18.1 20.3 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 Friction loss in return pipe 2" @ 10 fps inch pipe per one foot 0 103 gpm(from pipe flow/friction loss chart)= 0.16 2 4.6 6.9 3.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 Flow and Frictioii Loss Per Foot Length of suction pipe 65 x Ft.of head per one foot of pipe 0.10 6.50 TDH in piping 3 6.3 3.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 Schedule 4�PVC Pipe 4 3.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 M Length of suction pipe 65 x Ft.of head per one foot of pipe 0.16 = 10.40 TDH in piping 5 11.6 13.8 16.1 18.3 20.6 22.9 25.1 27.4 2$.6 31.3 Veloclly-Feet Per Second TDH in piping 16.90 6 13.9 16.1 1 18.4 1 20.6 22.9 1 25.2 27.4 29.7 31.9 34.2 Pipe Size 6 fps 8 fps 10 fps 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 V 16 gpm 0.14' 21 gpm 0.23' 26 gpm 0.35' Other Loss in TDH ft.of head # Filter loss in TDH(from filter data sheet) 0.00 (from filter data sheet) 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 1.5' 37 gpm 0.08' 50 gpm 0.14' 62 gpm 021' Main Drain 2.10 2.10 1 Heater loss in TDH(from heater data sheet) 0.00 (from heater data sheet) 9 20.8 23.1 25.3 27.6 23.8 32.1 34.4 36.6 38.9 41.1 7' 62 gpm 0.06' 82 gpm 0.10' 103 gpm 0.16' 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.3 41.2 43.4 2 6' 86 0.05' 117 0.09' 146 0.13 Feature 6.30 6.30 1 'Total all other loss 8.40 gpm � 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 3' 136 gpm 0.04, 161 gpm 0.07, 227 gpm 0.10' Therapy Jet 0.00 30.30 0 Pool Total Dynamic Head(TDH) 25 .q 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 4" 234 0.03' 313 0.05' 392 m O.Ol' Im 13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 45.9 48.1 50.4 g� Floor System 0.00 43.65 0 3 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 1 6" 1 534 gpm 1 0.02' 1 712 gpm 1 0.03' 15 34.7 36.9 39.2 41.4 43.7 46.0 48.2 50.5 52.7 5S.0 'Total 8.40 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 17 33.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 4A 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 0 19 43.9 46.2 48.4 50.7 52.9 55.2 57.5 59.1 62.0 64.2 * 20 46.2 48.5 50.7 1 53.0 55.2 57.5 59.8 62.0 1 64.3 66.5 Pool Pump: Jandy F/oPro FHPM 3/4 hp C• 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 1 66.6 68.9 7 22 50.8 53.1 55.3 57.6 53.9 62.1 64.4 66.6 68.9 71.2 70 Gallons Per Minute 25 Total Dynamic Head (TDH) CL 23 53.1 55.4 57.7 53.3 62.2 64.4 66.7 63.0 71.2 73.5 POOLS • SPAS SERVICE Pool Filter: None 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 Heater: None 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 Pool Paramount SDX High Flow 27 62.4 64.6 1 66.9 69.2 71.4 73.7 75.9 78.2 80.5 1 82.7 28 67.or76.2 71.5 3.5 73.7 76.0 80. 80.5 82.8 85.0 Ocean Blvd. Const J.D. Main Drain: 3ft.0in. SafetyDra/n 29 67.0 71.5 73.8 76.0 78.3 80.6 82.8 85.1 87.3 (DIXON,7 il Floor Installation @ 200 gpm max. flow 30 69.3 73.8 76.1 78.3 80.6 82.3 85.1 87.4 89.6 31 71.6 76.1 78.4 80.7 829 85.2 87.4 89.7 92.0 1730 Ocean Grove Drive 32 73.9 78.4 80.7 83.0 85.2 87.5 89.7 32.0 94.3 33 76.2 80.8 1 83.0 85.3 1 87.5 1 89.8 92.1 94.3 96.6 Atlantic Beach 32233 34 1 78.5 80.8 83.1 1 85.3 87.6 89.8 32.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 34.4 96.7 38.9 101.2 4/6/2009 i Simplified Total Dynamic Head Calculation Feature Pump Determine Maximum System flow Rate: Swimming Pool Info: 0 0 to 0 to WA Volume: 0 gallons Jandy F1oPro Series Pumps ( al Dynamic Surface Area) (Shallow) (Deep) (Shallow) Ta(1-W of water) d Max-Rated{FFfPM} Pounds P{f SI) Square Inch Spa Info: WA 0 0 Volume: 0 gallons 12U (Surface Area) (Depth) .. s . 310 } _ _ i 3 0 Total Volume Preferred Turnover Time in Hours: 6 x 60 min.= 360 (Hours) (turnover time in minutes) i i t f Maxium Pool Flow Rate: 0 divided by 360 0 gpm 70 = 70 gpm (gallons) (turnover time in minutes) (flow rate pool) (feature flow rate) I 70 Spa Jets(#) NONE x 15 gpm per jet = 0 flow rate 20 (#of jets) get flow) A&A Quik Clean System NONE x 22 gpm per high flow head = 0 flow rate so IN, NONE x 9 gpm per low flow head = 0 flow rate 400 (#of heads) (head flow) 0 Total Floor Heads flow rate 30 0 �• Highest required flow rate between"Maximum Pool Flow ; z.o Maximum Pool System Flow Rate: 70 , b. 1"1-5 RM Rate"and"Spa Jets"and"Quick Fresh System" 20 -FIR mJUMLOM,34StR1•Ak € 5 10 Determine Pipe Sizes: ; 'G _-. Ft PMi. HP, 726 PMs ° Pool/Spa: Branch piping to be: 2.5" inch to keep velocity @ 6 fps.Max.at: 88 gpm.Maximum System Flow Rate a 1e 2e 30 ae 50 6) 7D 80 'AD 10e 110 tea 130 14D 150 10 170 IAN 1% 2lae 210 2-n 23z 240 2M Trunk piping to be: 2 inch to keep velocity @ 8 fps.Max.at: gpm.Maximum System Flow Rate f=low irate,Gallons Pier Minuw (CPM)Return piping to be 2" inch to keep velocity @ 10 fps.Max.at: 103 gpm.Maximum System Flow Rate Total Head in Feet Conversion Chart Inches Mercury (Vacuum Gauge) Determine Simplfied TDH(POOL): 0 1 2 4 1 6 8 1 10 1 12 14 1 16 1 18 Distance from center of pool to pump in feet = 65 0 0:0 1 2.3 4.5 6.8 3.0 11.3 1 13.6 15.8 1 18.1 20.3 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 Friction Toss in suction pipe 2" 8 fps inch pipe per one foot 82 gpm(from pipe flow/friction loss chart)= 0.1 2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 Friction loss in return pipe 2rr @ 10 fps inch pipe per one foot @ 103 gpm(from pipe flow/friction loss chart)= 0.16 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 Flow mid Friction Loss Per Foot 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 Length of suction pipe 65 x Ft.of head per one foot of pipe 0.10 = 6.50 TDH in piping 5 11.6 13.8 16.1 18.3 20.6 22.9 25.1 27.4 29.6 31.9 Schedule 40 PVC Pipe Length of suction pipe 65 x Ft.of head per one foot of pipe 0.16 = 10.40 TDH in piping 6 13.9 16.1 18.4 1 20.6 22.9 25.2 27.4 29.7 31.3 34.2 Velocty-Feet Per Second T 16.2 1 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 TDH in piping 16.90 P' Size 6 fps 8 fps 10 s P P g $ 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 � p p 9 20.8 23.1 25.3 27.6 29.8 32.1 34.4 36.6 38.9 41.1 1" 16 gpm 0.14' 21 gpm 0.23' 26 gpm 0.36 Other Loss in TDH ft.of head # Filter loss in TDH(from filter data sheet) 0.00 (from filter data sheet) 10 23.1 25.4 27.6 29.9 32a 34.4 36.7 38.9 41.2 d3.4 1.51137 gpm 0.08' 50 gpm 0.14' 62 gpm 021' Main Drain 1.50 1.50 1 Heater loss in TDH(from heater data sheet) 0.00 (from heater data sheet) 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 2" 62 gpm 0.06' $2 gpm 0.10' 103 gpm 0.16' Feature 6.30 6.30 1 `Total all other loss 7.80 ^ . 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 2.5" 88 gpm 0.05 117 gpm 0.09' 146 gpm 0.13 13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 45.9 48.1 50.4 3" 138 gpm 0.04' 181 gpm 0.07' 227 gpm 0.10' Therapy,let 0.00 30.30 0 Pool Total Dynamic Head(TDH) 25 � 14 32.3 34.6 36.9 39.1 41.4 43.6 45.3 48.2 50.4 52.7 4" 234 gpm 0.03' 313 gpm 0.05' 392 gpm 0.07' Floor System 0.00 43.65 0 15 34.7 36.9 39.2 41.4 43.7 46.0 48.2 50.5 52.7 55.0 6' 534 m 0.07 712 gpm 0.03' 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 *Total 7.80 i- 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 iR 18 41.6 43.8 46.1 40.4 50.6 52.9 55.1 57.4 59.7 61.9 19 83:9 1 46.2 48.4 1 50.7 52.9 55.2 57.5 59.7 62.0 64.2 9i �- 20 46.2 1 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 d 21 48.5 50.8 53.0 55.3 51.6 59.8 62.1 64.3 66.6 68.9 71.2 Pool Pump: Jandy FloPro FHPM 3/4 h 22 53.1o.a 53.1 55.3 57.6 62. 62.1 64.4 66.6 71.2 T3. p• � d 23 53.1 55.4 57.7 59.9 62.2 64.8 66:7. 69.0 71.2 73.5 70 Gallons Per Minute 25 Total Dynamic Head (TDH) 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8 POOLS • SPAS • SERVICE 255 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.5 78.1 Pool Filter: None 26 60.1 62.3 1 64.6 1 66.8 69.1 71.4 73.6 75.9 78.1 80.4 Heater: None 27 62.4 64.6 66.9 69.2 71.4 73.7 75.3 78.2 80.5 82.7 28 64:7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 Pool Paramount SDX High Flow 29 67.0 69.3 71.5 73.8 76.0 18.3 80.6 82.8 85.1 87.3 Main Drain: 3� °i Safety Drain 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 Ocean Blvd. Const (DIXON, J.D. 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0 Wall Installation @ 196 gpm max. flow 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 94.3 1730 Ocean Grove Drive 33' 76.2 78.5 80.8 83.0 85.3 87.5 89.8 92.1 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 ,0,.2 Atlantic Beach 32233 4/6/2009 Simplified Total Dynamic Head Calculation Jandy'Cartridge Filter.CSSeries Pool/Spa Combo I Deter Maximum Svstem flow Rate: 3 s Feet of Jandy'-'Stealth Series High Head Pumps w- Swimming Pool Info: 473 3 to 5.5 to N/A Volume: 12490 gallons Head Full Rated(SHPF)and Max-Rated.{SHPM) P S I 20 (Surface Area (Shallow) (Deep) (Shallow) t ,G _ _ 1-1 -1 1 1 Spa Info: 48 3 Volume: 660 gallons _ 8 (Surface Area) (Depth) Design € Design Head1 13150 Total Volume = Pressure Loss 2 Drop Preferred Turnover Time in Hours: 6 x 60 min.= 360 (ft lead) (psi) s (Hours) (turnover time in minutes) � l CS150 Maxium Pool Flow Rate: 13150 divided by 360 37 gpm 0 = 37 gpm ?3 (gallons) (turnover time in minutes) (flow rate pool) (feature flow rate) I _ f 0200 Spa Jets(#) 8 x 13 gpm per jet = 104 flow rate N ` ( g CS250 (# CS100 of jets) (jet flow) { I _? , A&A Quik Clean System 3 x 22 gpm per high flow head = 66 flow rate 40.0 2• S M it 0 1 x 9 gpm per low flow head = 9 flow rate 0 R 120Flow Rate(9t�1 FFT (#of heads) (head flow) 75 Total Floor Heads flow rate 01 Hl Ho �f 4-- Highest required flow rate between"Maximum Pool Flow xa.G Maximum Pool System Flow Rate: 104 gAquaCal Heatwave Heat Pump Rate"and"Spa Jets"and"Quick Clean System" For at 110.120.435.155,121,156 u 6.00 13.80 7 0 Determine Pipe Sizes: o �C too t5' 2i) 2% 5.00 11.50 v rr Flow Rate(GPM)Pool/Spa: BranchPIPI9 to be: 3 Inch to keep velocity @ 6 fPs.Max.at: 136 gpm.Maximum System Flow Rate - Q 9 20 I� Trunk piping to be: � inch to keep velocity @ 8 fps.Max.at: 117 gpm.Maximum System Flow Rate Q a'oo LL Return piping to be 2.5" inch to keep velocity @ 10 fps.Max.at: 146 gpm.Maximum System Flow Rate o 3,00 sso £ o �I 2A0 4.60 3 a y Total Head in Feet Conversion Chart 1.00 2.30 a Inches Mercury (Vacuum Gauge) Determine Simpified TDH(POOL); 0 1 2 4 1 6 1 8 10 1 12 14 1 16 18 0.000.00 0 10 20 30 40 50 60 70 80 Distance from center of pool to pump in feet = 45 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 GPM Heater Bypass Required 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.8 22.7 Friction loss in suction pipe 2.5 n @ 8 fps inch pipe per one foot @ 117 gpm(from pipe flow/friction loss chart)= 0.09 2 4.6 6.9 9.1 11.8 13.7 15.9 18.2 20.4 22.7 25.0 Friction loss in return pipe 2.5n @ 10 fps inch pipe per one foot @ 146 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 Flow cllttl Ffictim Loss Pet Foot p p p gpm(from pipe flow/friction loss chart)= 0.13 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 I i Length of suction pipe 45 x Ft.of head per one foot of pipe 0.09 = 4.05 TDH in piping 5 11.6 13.8 16.1 18.3 20.6 22.9 25.1 27.4 29.6 31.3 Schedule 40 PVC Pipe Length of suction pipe 45 x Ft.of head per one foot of pipe 0.13 = 5.85 TDH in piping 6 13.9 1 16.1 18.4 20.6 1 22.9 25.2 1 27.4 29.7 1 31.9 34.2 Velocity-Feet Per Second 7 F25.4 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 TDH in piping 9.90 P' Size 6 s 8 f S 10 S P P 9 8 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 P Other Loss in TDH ft.of head # Filter loss in TDH(from filter data sheet) 4.50 (from filter data sheet) 9 23.1 25.3 27.6 29.8 32.1 34.4 36.6 38.9 41.1 1" 16 gpm 0.14' 21 gpm 023' 26 gpm 0.35' � 10 25.4 27.6. 29.9 32.1 34.4 36.7 38.9 81.2 43.8 1.5" 37 gpm 0.06' 50 gpm 0.14' 62 gpm 021' Main Drain 2.10 2.10 1 Heater loss in TDH(from heater data sheet) 11.50 (from heater data sheet) 11 27.7 23.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 2' 62 gpm 0.06' 82 gpm 0.10' 103 gpm 0.16' 12 27.7 30.0 32.2 34.5 36.$ 39.0 41:3 83-5 45.8 88.1 2.5" 88 gpm 0.05' 117 gpm 0.09' 146 grist 0.13 Returns 3/4" 0.00 3.30 0 Total all other loss 29.82 13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 45.9 48.1 50.8 t� 3" 138 gpm 0.04' 181 gpm 0.07' 227 gpm 0.10' Therapy Jet 27.72 27.72 1 Pool Total Dynamic Head(TDH) 56 3 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 4" 234 gpm 0.03' 313 gpm 0.05' 392 gpm 0.07' I Floor System 0.00 43.65 0y 15 34.7 36.9 39.2 41.4 43.7 46.0 48.2 50.5 52.7 55.0 6" 1 534 gpm 1 0.02 1 712 gpm 1 0.03' 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 *Total 29.82 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 1 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.3 , 1/f 19 43.9 1 46.2 48.4 50.7 52.9 55.2 57.5 59.7 62.0 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 68.3 66.5 ...+ 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 22 50.8 53.1 55.3 57.6 53.9 62.1 64.4 66.6 68.3 71.2 Pool Pump: Jandu Stealth SHPM 2 hp-2 sp d 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 Total 24 55.4 57.7 60.0 62.2 66.5 66.7 69.0 71-3 73.5 75.8 POOLS SPAS SERVICE 104 Gallons Per Minute 56 1 otal Dynamic Head (TDH) _ ' 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 Pool Filter: Jandu CS200 Cartridge 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 Heater: Heatwave Hi35 Heat Pwn 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 7$.2 80.5 $2.7 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 $5.0 Pool Paramount S�DX High Flow 29 67.0 69.3 71.5 73.8 76.0 78.3 80.6 82.8 85.1 87.3 Main Drain: 3ft.0in. Safety Drain 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 $7.4 89.6 Ocean Blvd. Const (DIXON, J.D. ll 31 71.6 73.9 1 76.1 78.4 80.7 82.9 85.2 87.4 1 89.7 32.0 Floor Installation @ 200 gpm max. flow 32 73.9 76.2 1 78.4 80.7 83.0 $5.2 87.5 89.7 92.0 94.3 1730 Ocean Grove Drive 33 76.2 78.5 80.8 83.0 85.3 87.5 89.8 92.1 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 1 83.1 85.4 87.6 89.9 32.2 94.4 96.7 98.9 101.2 Atlantic Beach 32233 4/6/2009 4