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2316 Beachcomber Trl 2012 pool plans N N NEW SPA 7' 0" X4' 6" NN � Qz PERMIT DRAWING M a 1w, ,I s PLUMBED INTO EXISTING EQUIPMENT 0 N 0 o NEW INTERIOR SURFACE IN EXISTING POOL NO OVERHEAD ELECTRIC IN POOL AREA P ® a- 0 ° W NO UNDERGROUND UTILITIES IN POOL AREA u u Lo v m c� v)' 00z � r- l2Nr 2010 FLORIDA BUILDING CODE (RESIDENTIAL) DRAINAGE DETAIL -SPA RAISED 18" — NO DRAINAGE ; 2008 NATIONAL ELECTRIC CODE GROUNDING & BONDING DETAIL (__� � � w �� : 2007 FLORIDA FIRE PREVENTION CODE Iw COAB CODE OF ORDINANCES NOTE: EXISTING BARRIERS VGB COMPLIANT MAIN DRAIN FENCE AND ALARMS laj 2 Z z w z C W I-- � () EXISTING ALARMS ON DOORS AND WIND Q d U <co � � � � WINDOWS cna. c.� nanc.� EXISTING FENCE TO CODE GAS TANK INSTALLATION AND PERMIT BY OTHERS w L) ti ®`� Ramp >_ LLI AN UNDERGROUND BONDING CONDUCTOR MADE OF A E=10' SINGLE#8 AWG BARE SOLID COPPER WIRE BURIED TO A $ City of Atiantic Beach ®00 Planning and Zoning Department Q) MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB GRADE,L OF A SWIMMING POOL OR SPA WILL BE BE USEDINSIDE HE �q This approval verifies complianCe with applicable � subdivision and 01'e,her local land . stitute j felopment regulations, but e snoCo i(liance approval for the issuance of p applicable _j E=10.5' with Florida Building Code and all otter uPr2ments 0 O o EXISTING POOL local, State and Federal permitting City of Atlantic ' must be verified by signature of the Clty 0 14 x 32 Pool B,,,ld,ng Official prior to the issuance of a p p 4'6' Deep Beach Permit. w/QuikClean Building P ADD NEW INTERIORor proved BY:�--0 � . �. E=10' RAISE 18" FINISH Dat _, THERAPY JETS C,�'���4" �L /21- I✓" TYP.OF 5 3'Deep x\4Cj PLUMBING LINES FROM MAIN DRAINS ,���C'���' 3 4 TO POOL EQUIPMENT—�. k, �O w — M I5 ............................................................. LrY__ N ? 6 r < Li. W z i iC6 M CO 2 Z z L SYMBOL : F <o JUNCTION BOX Um=DRAIN a f o o 2 =SKIMMER U d U' LL 3 (A�Lj EXISTING CABANA >I =LED POOL LIGHT 0 s it 2 WAY PUMP,FILTERY =LED SPA LIGHT �` CL1 Z Z r� a WAY WAY &HEAT PUMP =THERAPY JETS yam` a (0 Q W =POOL DEPTH V_ O9 M F- 0 <Z " =JUNCTION BOX C4 N q 0 n E NEW GAS ID z = o =QUIKCLEAN HE PU`M .. * tqF.5h7+`s'n`h=n?%attak4,'fiinean-a..e .kzaacn' w,'+a NEAT HEATER IV FILTER PUMP 0 0 P '. o� THIS DRAWING IS AN ARTISTIC INTERPRETATION OF THE FILE COP �, w GENERAL APPEARANCE OF THE SWIMMING POOL. IT IS 0- POOLISPAWITH EXISTING QUIKCLEAN,PUMP,FILTER 66- re # O &HEAT PUMP AND NEW GAS HEATER GAS HEATER NOT MEANT TO BE AN EXACT RENDITION. � '4 s{`� w�., M Cn n rD J FILTER SCHEMATIC--(NTS) 0 W d � < _Simplified Total Dynamic Head Calculation New Spa Determine Maximum System flow Rate: Swimming Pool Info: 0 0 to _ 0 to N/A Volume: 0 gallons Pentair Pool Products Max-E-Pro Series Performance Curves (Surface Area (Shallow) (Deep) (Shallow) Spa Info: 29 3 Volume: 420 gallons 110 (Surface Area (Depth) 100 i Head Loss curve STAR CLEAR PLUS 420 Total Volume BP750, -90n C1 C1502 Preferred Turnover Time in Hours: 6 x 60 min.= 360 0 60 1 ET EFF1C1 NC SIZING I 18 (Hours) (turnover time in minutes) 70 LL 16 2 m 60 2 m 0 gP 1a divided b 360 _ Maxium Pool Flow Rate: 4L0 y 9P �° � �+ (gallons) (turnover time in minutes) (Flow rate pool) (feature flow rate) 50 H = ii - F v 12 -r - E 40It Spa Jets(#) 5 x 13 gpm per jet = 65 flow rate r 30 t� 10 i 1 (#of jets) (jet flow) N A&A Quik Clean System NONE x 18 gpm per high flow head = 0 flow rate 10 A B o 6 - - --! - I --- -1-'- C17502 C2002 V) NONE x 9 gpm per low flow head = 0 flow rate 0 J LL _ 0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 170 m M 4 - i��c-- --- (#of heads) (head flow) 0 Total Floor Heads flow rate US Gallons Per Minute i N 65 4- Highest required flow rate between"Maximum Pool Flow 2 ' Maximum Pool System Flow Rate: T Rate"and"Spa Jets"and"Quick Clean System" 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 Flow(GPM) Determine Pipe Sizes: Pool/Spa: Branch piping to be: 3rr inch to keep velocity @ 6 fps.Max.at: 136 gpm.Maximum System Flow Rate Trunk piping to be: inch to keep velocity @ 8 fps.Max.at: I I/ gpm.Maximum System Flow Rate Return piping to be 2.5rr :rich to keep velocity @ 10 fps.Max.at: 146 gpm.Maximum System Flow Rate i Total Head in Feet Conversion Chart ` Inches MercuryVacuu1-1 1m Gauge) Determine Simpified TDH(POOL); 8 10 12 14 1 s _1. .. Distance from nearest edge of pool to pump in feet = 30 i 1 0 0.0 2.3 -4.5 6.8 9.0. 11.3 13.6 15.8 :18.1 r 20.3 ' _ 1 2.3 4.6 6.8 =8.1 '11.4 13.6": 15.9 18.1 20.4 22.7 Friction loss in suction pipe 2.5" @ 8 fps inch pipe per one foot @ 117 gpm(from pipe flow/friction loss chart)= 0.09 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 2.5rr @ lo fps inch pipe per one fool @ 146 gpm(from pipe flow/friction loss chart)= 0.13 i 3 6.9 3.2 11.5 13.7 ' 16.0 18.2 20.5 22.8 25.0 27.3 FI�W;11111 FI1411RI1 Loss Per Foot 1 4 9.2:': 11.5 13.8 16.0 18.3 20.5- 22.8 25.1 27.3 '29.6,.. ! . .,. .__..... .. .. ......... .,.,, ,,,., ...._.M �.._ _m . ..,...., .__............. Length of suction pipe 30 x Ft.of head per one foot of pipe 0.09 = 2.70 TDH in piping 5 1t6 13.8 t6.t is.3 20.6 22.3 25.1 27.4 296 Sts SCI18dUl3 40 PVA PIpB, piping I 6 tis 16.1 18.4 20.6 .22,9 25.2 27.4 29.7 31.9 34:2 VelocityFeet Per Second Length of pressure pipe 30 x Ft.of head per one foot of pipe 0.13 = 3.90 TDH inI 7 16.2 18.4 20.7 23.0 25.2 27.5' 29.7 32.0 34.3 36.5 TDH in piping 6.60 8 18.5 20.7 :.23.0 c25.3 27.5 29.8 32.0 -34.3 36.6 38.8 Pipe Size 6 fps 8 fps 10 fps Other Loss in TDH ft.of head # Filter loss in TDH(from filter data sheet) 16.00 (from filter data sheet) I 9;: 20.8 23.1 25.3 27.6 '23.8 32.1 34.4 36.6 .38.9 41.1 >1 16 gpm 0.14' 21 gpm D 23 26 gpm D 35 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 1 43.4 1 6 37 gpm D 06 50 gpm 014 62 gpm 0,21' Main Drain 1.00 1.00 1 Heater loss in TDH(from heater data sheet) 0.00 (from heater data sheet) 11 2s.a 27.7 2ss 32.z 34s 36.7 '3s.o 41.2 43.5 45.8 2" 62 gpm 0.06' 82 gpm 010' 103 gpm 016' Returns 3/4" 0.00 3.30 0 .- 12 27.7 30.0 32.2 34.5 36.8 33.0 41.3 43.5 45.8 48.1 2$" 88 gpm 0 05' 117 gpm 0.09' 146 gpm 013 'Total all other loss 28.72 '13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 45.9 48.1 54.4 3 9 38 gpm 0 04' 181 gpm 0 07' 227 gpm 010' Therapy Jet 27.72 27.72 1 Pool Total Dynamic Head(TDH) 51 i 1 It 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 4 234 m D 03' 313 m D D51.. 392 m D.OT gpm gP _ gP 1534.7 36.9 39.2 41.4 43.7 '46.0 45.2 50.5 52.7 55.0 - } _ 6.. 534 gpm 0.02' 712 gpm 0.03' Floor System 0.00 19.65 0 1 4) ( 11 3 37.0 39.2 41.5 43.7 46.0 48.3 50.5 1 52.8 55.0 57.3 - ?_ i 17. 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 Total 28.72 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 L1' 1 19 43.9 46.2 48.4 50.7 52.9 55.2 57.5 59.7 62.0 64.2 L- 217 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 1 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 Pool Pum Starite Max-e-Pro 2 hp - 2 Sp � � c7�� 22 50.8 53.1 55.3 57.6 59.9 62.1 64A 66.6` 68.9 71.2 Pump: Q, I_-23 .53.1- SSA s :57.7 . 59.9 62.2 64.4 66.7 69.0 71.2 73.5 110 Gallons Per Minute 51 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 �+ t 25 57.8 60.0 62.3 64.5 66.8 63.1 71.3 73.6 75.8 78.1 POOLS . SPAS SERVICE Pool Filter: Hay►l�ard C1200 Cartridge - CV l ST! (al 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 Heater: (RZ400P.landy Lite 2 (LP-gas) 27 62.4 64.6 66.9 69.2 71.4 ,: 73.7 75.9 78.2 80.5 82.7 28 64.7 66.3 69.2 71.5 73.7` 76.0 78.2 80.5 62.8 85.0 _ Pool ® Paramount SfZ�YN,igh-Flow 29 67.0 69.3 71.5 73.8 76.0 78.3 80.6 82.8 85.1 87.3 �.i!p{/�, Q Main Drain: se. n' Safety Drain 30 63.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 ��IVi7•l��If Chris b� � raci� zoo m max. flow E 31 71:6 73.9 76.1 80.7 80.7 82.9 652 83.7 83.7 92.0 2316 BeachComber Trail Floor Installation @ gpm ;-32 73.9 76.2 78.4 80.7 83.0 85.2 67.5 89.7 92.0 34.3 1 33 76.2 78.5 80.8 83.0 85.3 87.5 89.8 92.1 34.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 36.6 98.9 atlantic Beach 32233 - 3q 80.9 83.1 85.4 87.6 89.9 92.2 94.d 96.7 98.9 101.2 10/3/2012 TI GJ n> > 1> 0 11 1 -I 0-- =S Q i v zo o =A O N II II II II II II II II II II II II II It it 11 II II If (n D c . 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