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698 Beach Ave 2012 pool plans ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following TDH Calculation Options Total Head /n Feet Conversion Chart simplified TDH calculation is one of the methods specified. For each pump Inches Mercury (Vacuum Gauge) Check one. 0 2 1 4 6 1 8 10 1 12 1 14 16 1 18 /ified Total Dynamic Head (TDH) Calculation Worksheet Simplified Total Dynamic Head (STDH) 0 2.3 4.5 6.8 11.3 13.6 15.8 161 20.3 S/mom �. - ��4 Complete STDH Worksheet - Fill in all blanks. 1 23 4s ss s.1 11.4 13.6 tss 111.1 za.4 227 2 4.6 6.9 9.1 11.4 13.7 15.9 1112 20.4 227 25.0 Total Dynamic Head (TDH) 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 I)P+p^^Ine Maximum Sy4tem Flow Ram 1 4 9.2 11.5 13.8 16:0 18.3 20.5 22.8 25.1 27.3 29.6 Complete Program or other calcs. Fill in required 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 Minimum Flow Rate Required: 35 gpm Per Skimmer blanks on worksheet & attach calculations. 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 i- 7 16.2 18.4 20.7 23.0 25.2 „27.5 29.7 32.0 34.3 36.5 1. Calculate Pool Volume: _x x 7.48 (gal./cubic foot) _ ' 8 18.5 20.7 23.0 25.3 27.5 39.8 32.0 34.3 36.6 38.8 (Surf. Area) (Avg. Depth) (Vo. in gal.) 9 20.8 23.1 25.3 27.6 29.8 321 34.3 36.6 38.9 41.1 2. Determine preferred Turnover lime in hours: g x 60 (min. / hr.) _ 490 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 (Hours) (Turnover in Min.) 11 25.4 27.7 29.9 32.2 34S 36.7 39.0 41.2 43.5 45.8 3. Determine Max Flow Rate:/4 / �1� = x i r Cl + _ CJr y Nates .-. 12 27.7 30.0 34.6 34.5 36.11 39.0 41.3 43.5 45.9 48.1 (Vol m gal.) (Turnover Mins.) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate} j 13 30.0 323 34.6 36.8 39.1 41.3 43.6 45.9 4111 50.4 4. Spa Jets: x 0 gpm per jet = flow rate. 1. If a variable s eed um is,used, use the max. 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 (No. of Jets) (Jet Flow) (Total Jet Flow Rote} P pump 15 34.6 36.9 39.2 41.4 43.7 45.9 482 50.5 527 55.0 (For sin s a her of No. 3 or No. 4 in the following calculations for the pool & spa) I pump flow in calculations. m 1s 37.0 39.2 41.5 43.7 46.0 4113 50.5 52.8 55.0 57.3 9le pump P P ool/ P combo, use the higher I 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 2. For side wall drains, use appropriate side wall drain 0) 18 41.6 43.8 46.1 48.11 50.6 529 55.1 57.4 59.7 61.9 Determine Pipe Sizes: flow as published by manufacturer. 19 43.9 1 46.2 48.4 50.7 1 52.9 55.2 57.4 59.7 62.0 64.2 �-' 20 48.2 1 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66L Branch Piping to be %7 inch{ to keep velocity ® 6 fps max. at _ gpm Maximum System Flow Rate. 3. Insert manufacturer's name and aproved maximum N 21 48.5 50.8 53.0 55.3 1 57.6 59.8 621 64.3 66.6 68.9 j flaw a 22 50.8 53.1 55.3 57.6 59.9 621 64.4 66.6 68.9 71.2 1 m Maximum S stem Flow Rate. 23 53.1 55.4 57.7 59.9 622 64.4 66.7 69.0 71.2 73.5 Trunk Piping to be Z ./ inch to keep velocity ® 8 fps max. at �_ gp Y 4. See installation instructions for number of ports to 24 55.4 57.7 60.0 622 64s 1 68.7 69.0 71.3 73.5 75.6 be used. 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 Return Piping to be rr inch to keep velocity ® 10 fps max. at _ 03 gpm Maximum System Flow Rate. I 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 7111 80.4 5. In-Floor suction outlet cover/grate must conform to 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 50.5 82.7 Determine Simplified TDH: most recent edition of ASME/ANSI A112.19.8 and be 28 64.7 66.9 69.2 71.5 73.7 76.0 782 80.5 92.8 85.0 embossed with that edition approval. 29 67.0 69.3 71s 73.8 76.0 78.3 Bos 82.8 85.1 87.3 1. Distance from pool to pump in ':;eat: PP 30 69.3 71s 73.11 76.1 7113 80.6 829 85.1 87.4 89.6 6. Pump & Filter make, model and location can not 31 71s 73s 7s.1 7aa aoa 82.9 1152 117.4 s9a s2.o 2. Friction loss (in suction pipe) in �, C =15 gpm = l/ 7 (from pipe flow/friction loss chart cane without submitting a revplans and TDH 3z 73s 7s.z 7s.a 80.7 83.o ase 87.5 as89.7 92,0 s4.3 inch pipe per 1 ft. 0 P P /f ) hg ithtbit g revised P 33 76.2 78.5 BQ.7 83.0 85.3 87.5 89.8 920 94.3 96.6 1 worksheet. 34 78.5 80.8 am a5.387.6 89.8 921 94.4 96.6 98.9 3. Friction loss (in return pipe) in=� _inch pipe per 1 ft. (� G�. 0 gpm = G � (from pipe flow/friction loss chart) 35 aos 83.1 85.4 i 87.6 1 89.9 1 92.2 94.4 96.7 98.9 1 101.2 4. l J r x 115 = f C/- (Length of Suct. Pipe) (Ft of head/1 ft of Pipe) (TDH Suct. Pipe) x. 0 5. 671 _ x d. (Length of Return Pipe) (Ft of head/1 ft of Pipe) (TDH Return Pipe) Flow and Friction Loss Per Foot TDH in Piping: Schedule 40 PVC Pipe ? COIu FILE Filter loss in TDH (from filter data sheet): - velaci - Feed Per second P Szo I 6 8 s 10 f Heater loss in TDH (from heater data sheet): _ r 1s 0.25' zt m 0.66' 26 m o.9a' 1 S' 37 gpm 0.16' 50 g m 0.29' 62 gpm 0.48' Total all other loss: G3 2' 62 0.15' 82 m 0.25' 103 m o.40' 25' 88 gprn 0.09' L17 gPrn 0.15' 146 9pm 0.23' REVIEWED gy �a �+ $ 3' 138 m 0.09' 181 m 0.14' 227 0.23' FOR CODE COMPLIANCE Total Dynamic TDH: F5 4' 234 ' 0.06' 313 0.10' 392 0.15' CIT ' ACH Selected Pump and Main Drain Cover ` s' s3a o.oa' 71z 0.04' aso o.to Off+`ATLANTIC BE StE PERMI`t`S FOR ADDrrIONAL Pump selection 'S �Il -31`f'ND using pump curve for Simplified TDH & System Flow Rate REOUIREMENTS ANID CO1VDMONS. (Pump model and size in Hor3epowef) !s5 Main Drain Cover stem Flow Rate must not exceed approved cover flow rate 2��0� -fir�� (Sy PP ) (TDH Return Pape) _,.. (Make and Model) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. f10P Swimming Pool Specification For: Determine the Number and Type of`Required In-Floor Suction Outlets: Gate Date Check all that apply. 03 _0� 2Esuction outlets ®_ gpm max. flow (see note 2). � 0 0 @ 3�� suction outlets @ gpm max. flow (see note 3). °°'ar5 „gnature GORDON H. SHEPARDSON, P.E. G + se or?" AAN®C�9 FL PE # 19333 L j _ Q 0 Channel Drain (4 'gpm max. flow rate. cantraatGrS Pr,nted ,came 672 N. Semoran Blvd., Ste 203 Orlando, FL 32807 A & A Channel Drain ® 217 gpm w/ 2 port & 278 gpm w/ 3 ports (see note 4). ontroctors cer'. No. Office: (407) 275-1099 CP60 _2 � Scale: None Drn. By: GHS Sheaf Of ,3 'ion,actors T�Tepnone, No, Fax: (407) 275-1015 Rev 07 1/1-8/09 Z Lu Z < EL—Lu Lj'6 Uj _j Lu C) 3 t 5: > Z 5 Z 0 Lu 0 V)0 < Lu U) LU ca nr ao SIDE INTERIOR 16 :4, > 0 al =Cu 00 City of Atlantic Beach 0 S 83* 44'13" W 54.76' (MEASURED) Planning and Zoning Department 55.66' (PLAT) CP • TM This approval verifies compliance with applicabi zoning, 4am subdivision and other local Ian BLOCK 16, C4 7 LOT 8 k' development regulations, but does not COnStitUt9i 20'-0' approval for the issuance of permits. Compliancy 2< with Florida Building Code and all other applicablEs < Y Wlocal, State and Federal permitting requirements must be verified by signature of the City of Atlanti(i z. Beach Building Official prior to the issuance of 14'-3%'. %) Z LLI ........... ov Building Permit. C LLI 20'_0.. L) LL ezo Z I', Approved By. Q104'-10 29/32" cz-1 Date: N LU LL < LLJ E� a� � r 4 111.31" (PLAT) LL! ::D SIDE INTERIOR ZM _j o V) BLOCK 16 S 84- 15'00" W 110.39' C� LU Z < (MEASURED) Lu LLj o wLOT 7 0 Z 0 Lu L�u ppw W LLJ > <3 z 20'-0' n bIL 00 6oz 0 w C) -- ----- LWu =Z U— ------------- M ww Zo c) '�n_'W� Ld LLJ C0 0 < Lu 0. Z E 20'-0" -------- .0 W to 0 W 0 ------------- Cl) >. I 0 T_ . 0 0 CD 99 < 0 1 .7' Z < W PATI CL I— CP LU Uj Ln S w 0 0 3: shm.ssvres �-jr —11OPERTI SUBACK LINE Al Lu 0 Z U) <Z < 55.66*(PLAT) 55.56'(PLAT) Of N Bz-' 21'11" E 111.31 MEA E N 84' E 55.76' (MEASURED) W 0 0, CORN R (PLAT) 111.32' (PLAT) 0 ELOC� wJ 00w 0 < Z2 SIDE STREET Z>- IR t%1111 oz Yh...�fWT Wh...�fWT 2< Z Z-' 2 W O L)Lu =Z < o COVERAGE T1 30 WUj 0>CS uj Structure Footprint 2, Q FT W I Lu Open Covered Areas 969 SQ FF 00 T 9 1 SME: Pool 390 SQ FT Lu Z Cr Pavered Areas 497 SQ FT LD Uj DATE: C0 M no DATE PLOTTED: U) -11-12 DRAWN Lot Area 11,088 SQ FT 00 El I- Z B ke,';,2"�Bosco Building Contu r-Ct-1 Inc.inc ILOT COVERAGE% 36.94% THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. � O � a$LL� y d LLN N Q SIDE INTERIOR ww £� o j S 83' 44'13" W 54.76' (MEASURED) N V CID z '1 55.66' (PLAT) Q` Op } 9D 9 „-- s w w 7LOCK 20'-0. BLOT 8t6 ) '� `" Z a r i l 3 " W tV 1 ^ O co 14'-3 20,-0" T z W 104'-10 29/32" w z W J o J �a3 W uQ jI w a o� SIDE INTERIOR „1'3?' (PLAT) Z J � o �� eLOC K LOT 7 t6 S 84' 15'00" W 110.39' (MEASURED) zd W W e z z :Dca Q j > >`a Z M 20'-0" 15'-0" 25'-1'/" - Q QIL o N y /1 S2 U W7 LL �i3 I ujJ Q z W W ° 150" M g o Q Q M O� N C Q O .: __.. __ O W m W W ... -.. M 20'0" Ld Z ii .,.. - ^ E h'� (maWy) 1. o 7' 39.9'_ Z b a z N ' ®®®®®®®�.' \ PATI O z O ,n �[ W. 0 Q M _. ..._.... LA! a O C`,3 ®®®®®®® i� n 0 ¢o o .. ww ' _ FFOPERIY SETBACK LINE �� o Ow O O LL O y 55.55•(PLAT) 55.86 (PLAT) N 84• opp E 55.76' (MEASURED) N 84' 21'11" E 111.31 M A I ~ C E 55.6 (PLAT) 0 B Ecleck y O 111.32' (PLAT) o 3 Wh' -WT SIDE STREET Rt �T , g �z 0u COVERAGE TYPE AREA W Structure Footprint 2,630 SQ FT uj Lw) , Open Covered Areas 969 SQ FTFILE COPY o o j Pool 390 SQ FT �E sCALF: Pavered Areas 497 SQ FT zm DATE: :{ w w 10 0 DATE PLOTTED: Lot Area 11,088 SQ FT zI °"�-'_� O Q DRAWN Bosco Building Contractors, Inc zBY: w LOT COVERAGE% 36.94% W< ro _uj F- SITE THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS.