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HomeMy WebLinkAboutCONSTRUCTION PLANS POOLS BY GREG,.INC.-WA '',EfOUT0 KNOW:A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL SUPERVISION.NO POOL SPECIRCATOPHS CHILD SHOULD BE LEFT UNATTENDED.PAfiENTS SHOULD KNOW THAT AI]ULT SUPERVISION 9S THE ONLY WAY TOPREVENT AM �d � � ' ` L!LS MAX WIDTH DG MAIC.!ENGTH D/ ACCIDENT THEY SHOULD MAINTAIN CONSTANT EYE CONTACT WITH THE CHILDREN WHENEVER THEY ARE NEl4R, CAR CClIJLD GET NEAR ANY IBODY.OF WAR:UNFORTUN LY,MOST ACCIDENTS OCCUR WHEN THEIv3E 1S A LAPSE III!SUPERVISION EVEN /`t r��a 2 �. f''DrhGt�L'�Lf�C.rtw. 1L+��i� -N o�i?�C.LoC i e- . _ MII�.o� �1' MAX pE ! FOR A SMALL TIME.NEVERTHELESS.PARENTS SHOULD BE AWARE THAT ANY BOAY OF WATER POSES A RISK,ESPECIALLY FOR T'G 2 0� +� r✓2 CHILDREN UNDER-5 YEARS OF AGE.POOLS BY GREG CANNOT BE HELD RESPONSIBLE FOR ANY LOSS. DAMAGE,DEATH, OR DIRT F �'2�. o FL.EYia>rrE a INJURY DUETO MALFUNCTION OF;FAILURE OF A BARRIER OR ALARM�N USED BYTHE WSTOMER,FOR ANY REASON BEYOND DIRT FROM EXCAVATlt)I+1:NA4i1 ITS CONTROL UNDER ANY CIRCUMSTANCES,FOR ANY REASON WHATSOEVER.THE CL MMER ASSUMES ALL RISKS DIRECTLY OR INDIRECTLY RELATED TD.MALFUNCTIONING OR FAILURE OF BARRIER OR ALARM.POOLS BY DREG.INC.MARES ND CLAIM LEAVE-MME-THEN LEAVE �R. WHATSOEVER TO'THE.DIPMRIENCE OF THESE PRODUCTS. LEAVE-MLriIE-TH�1 SPR�Ai3 EXTRA FILL OMPACTI .SOB ENTRANCE . N,y TILE hiri .:?a A mrr Fn+nslT Z&L4LC-Zyl 2.. STEPTtLE _ /nITE ii'Ga FILTER Lr p C r�O PUMP Ed orl o j r _ MomR H,P f. t 8A. TV liar Cuxz '�p! 2�► 2 2 Q r, f+ Q t, LIGHT �D���� TFill4�sfU�£it Z MAIM DRAW I SIiM ER V-- o o�- _ INLETS /3 R WIM OR LAi�DE d G� T_i/ S / �w HHANDRAIL �•� . � DIVE 91J � SLIDE ai 4 ' H HEATER'7"dp 77� TAlt61C VAC.HEAD IY VAC HOSE 41A VAC.POLE ZEm y{[, SiCP LEAF SKIMMER /.nlf G TIEST ar I GG CHLORINATOR/ FILLLM �fA 2 '{!, OVERFLOW-LINE POOL CLEAlflMSTIk)8 TREE REMOVAL �/A STtW FMMWAL !��A WATER A ELEMIC SUPPLY 'S!•C�llcT�a hh Ll BACK WASH rJ S CNsl USE /GL VAc. G;hl \ r - SCREEN ENr.LoSUA' !� • FooTms rTLg 25PrCIwAY/ w. ELECTRICAL HOOKUP Sr° &- u �} (PATIO f=La CRET� omm ,� m f /�GG: EXISTING PATIO TMZM nl PLANTERS l� ,4 SI'•9 kYa.2oy DECK-O-DFIAIN_ /wGL FT ._ RDX'GALLONS-Apa= _ _ 8 1 - PUMP G P.M . �.� APPRD?.fiIRNWEI3TIMI;, 1133. h„ CUT&CAP SPRINKLIERS ' N I SAFETY FENCE COLOR . SOLAR BY _ - I I� vulI' YES SipD I(o''r�EPTi� BRICK ♦ 2X£ ✓ \ sxs 1/ \ SHEET TILE MOSAICSLm ✓ l C''It!'1R-2/La /�lg2y�3 NaLa.r OWNERS HEI3aY ASSI w Am TOTI'RE PFAUWiIE=15 • 1 OF THE WWMCTFVB P'DDI CMZ7MWDW�AWFff"ME go-6- I PLANS WHCHAREMMEAPWITOFTHMOMMALT Cr! b2krn OLdNCR.S HOME$ ASSVJXATWN to a .. ULES FOR POOLS 205 - 17ti9 APPRCVAL SHALL BET14E RESPONSMXffY oFTW OWNER. SLC-2104--0433 Ns9'S1'25'E 260.00' OWNER/AGENT SIGNIM'URES: FND S0 . 'PLS HATE: '�' pi w.00' 173.7 Pop L— isca POOL t7o.7 �Para POOLS d O PLA .DATA: O 04 LnT 4 13LDCK 3C%l by ' / TO ELECTRICAL PANEL = R 515r ELEVAT1nN.2C7�6 t ROW OF TILE ELOPE 11A'FtSOTi ��cB 'Nf' iAv � a �n� s POOL t & PRnPOSft7 FFE�Z7.21 EG NOTE RE OV GRATE AND WELL ""^"'""91 Ct od rs PUMP MOTOR � � POINT PL ti xILE S.> 2 GR .s.tx•arcE.W.lln _� ATTACHA %PUbiP LINE Vale" � L��46Lo,: . ffiliated � � te.oe' � si.xn' ttaax o� �= 9��' L.I ! � _ LIG14T EkIPFYIN A SLAS iuur-TInN SO7t r r O f �T R£ O t.Cs `O 7- 71-2p �ti4001 ,cn=k9aWinR pQGRATE&HALL B£SECURED IN GCR© RIGID SC40PVC - t/ S F. PLACE Sd THAT TOMS ARE WASTEPATiQ N 1YALLS RC .REQUIRED FQR StEUOVAL irttilfiE l�A tla , '`O HJ (JAM ALL BOX §GHT. 2 PLASTERFINt5ttOA.PQOLS DYER 8'0' GR��{p ALLBD% $ tJGHT.SI�AS.F. L 6' ADD M3CQYE BARS #�10Yt5i1 EfC.W1slBYVIRE SKIIrIM �TBf� BB+A � ���� : PLASTIC AIRtN ClliRENTIIAEADED PLU1x II'C1C AS SHOVdN COILIMI NTH _rv.. -_ 14 WTKFLOOR " !VOTE:Pool PUMP MOTOR f� ynos' xx.on' t . .-•_ LOC.ABOVE GRADE. C y�� j 416164 s TEELr�x FORM OR - -- ! 11L711��Q AI� rs!�rGlliG� KRAFT WALL � -b S TO PUMP MAIN DRAIN ph Is �0/0D /�Anlr. lci�l7"Y � r L�n� TYPICAL SECTIDLV THRU,POOL TYPICAL'JIiALL SECTIt N ►NEL1.PC11NT ELECTRICAL DIAGRAM PIP! � n i/ RO&GALE NO SCALE NO SCALE Crain FtLLE N D 2T rZ.J. x 2a S89*51'25rW 7S0.00' ._ - I CPC 7 � 8 f NOTE: REMOVE GRATE& PER Fr. MIN SLOPE WELL POINTPLUG FROM MAIN DRAIN &ATTACH AUX. PUMP OVERPOUR OR CAP TILE LINE WHEN EMPTYING POOL WHERE APPLICABLE 6"x6" TILE (2) #3 REBAR OR -Pool construction complies with FBC 2020, ANSI-7, ANSI-15 GRATE SHALL 4" SLAB -Water Velocity-Max 8ft/sec as per FBC 2020-R4501.6.3 BE SECURED IN INTERIOR 2500 FIBER MIX (1) #5 REBAR OOLSPLACE SO FINISH 4Y2" TYP. WALL-3,000 PSI GUNITE -Pool Barrier to comply with Section R4501.17-7th edition FBC THAT TOOLS ARE REQUIRED -TEX FORM -Skjimmers comply with FBC 2020-R4501.21.2 FOR REMOVAL STEELLS -Soil bearing capacity assumed 2,000psi @95% compaction OR KRAFT WALL " 6" TYP. FLOOR by -Equipment Foundation Sx7' conc. slab min 3.5 thick pour i TRENCH DRAIN 3,000 PSI #3 @ 12" O.C.B.W. 8 place or a pproved Hurricane Rated precast equipment pad GUNITE NOTE: FOR DEPTHS TREADED GREATER THAN 6' ADD -Water Heating equipment to comply with FBC 2020-R4501 D.C.(1)#3 COVE BAR @6 PLUG GRE'G, INC 8" GRAVEL BE TO PUMP TYP. WALL SECTION & WELL POINT FOOTER DETAIL (NO SCALE) OVERPOUR OR CAP TILE DECK I ROW OF WATERLINE TILE WHEN PROVIDED PRESSURE GAUGES INSTALLED ON WHERE APPLICABLE 6"x6" TILE SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION 6"x6" TILE • 4" SLAB WATERLINE • 2500 FIBER MIX BELOW THE HEATER WALLS FILTER MAX 51-619 LIGHT SHALL CHLORINATOR -� I WATERLINE SPA BENCH 18" 7 NOT BELOW WATER LINE #3 STEEL 0 12- O/C E.W. SLOPE PUMP W/ HAIR & LEVEL FLOOR B�0,61AVN-W--ks?m LINT STRAINER 6"THICK GREATER 0 PUMP W/ HAIR & GRATE SHALL 'a-A,S S I, BE SECURED IN • • LINT STRAINER FLOOR SLOPES THAN 11 X ?OCJ\- < PLACE SO 4Y2" TYP. WALL-3,000 PSI GUNITE FLOOR SLOPE SHALL BE o THAT TOOLS REASONABLY UNIFORM AND ARE REQUIRED TYP HEATER 04 4 6 TY MAX 7 FLOOR SLOPES COMPLY Wmi ARTICLES 5.6.1 FOR REMOVAL BY-PASS THRU 5.6.3 Pressure (PSI) X 2.31 6 FLOOR' STEEL-TEX FORM THE SLOPE OF THE FLOOR FROM Vacuum (In Hg) X 1.13 Feet Of Head Feet Of Head TOWARDS THE DEEP AREA SHALL OR KRAFT WALL \MMER WALL THE SHALOW END WA NOT EXCEED 1 FOOT IN 7 FOOT TRENCH DRAIN #3 @ 12 O.C.B.W. Vacuum Head + Pressure Head 3'-6"?00- Total Dynamic Head GRAVEL BE To PUMP 1,0110'SRVNE S SWIMOUTS SPA WALL SECTION PIPING SCHEMATIC TYPICAL SECTION THRU POOL (NO SCALE) (NO SCALE) (NO SCALE) CUSTOM MOLDED PRODUCTS INC. Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL 1. Calculate Pool Volume: -- -----ft---x 7.48(gal/Ft) = ---�_:=---gal PUMP HYDRO-STATIC RELIEF SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB (Surface Area) (Average Depth) (Volume in gallons) DEVICE INSTALLED IN VENT LINE NOT TO BE PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN 2. Determine Flow Rate- XXX gal / - LxX- XXX .+­nX­-= XXX AREAS THAT EXCEED 1' FURTHER THAN 40 FT COMPLIANT W/107.2.1 OF THE (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) WATER TABLE IN SHELL FROM POOL 25' MAX 2020 FLORIDA BUILDING CODE Determine Pipe Sizes: TO JET WET LENGTH .:.TO FILTER Li Li Trunk Piping to be_2.5to keep velocity @ 8 fps max. at--Lll-gpm Maximum System Flow Rate. PUMP LISTED TO ASME/ANSI A112.19.8 Return Piping to be- 2.5-inch to keep velocity @ 8fps max. at-j-!Z-gpm Maximum System Flow Rate. Pump TRENCH DRAIN Main Drain Cover(_____ SEE ABOVE --) System Flow Rate must not exceed approved cover flow rate. 4. 2.5" POOL R STATIC RELIEF �l'STALLED Y' 0 DEVICE AREAS THAT EXCEED WATER TABLE I N S TRENCH H DRAIN 32" CHANNEL DRAIN AND SUMP (Make and Model) See Engineering Page for Drain Configuration -32' CHANNEL 25506-320-000 TO GRAVEL BED *DEBRIS GUARD INCLUDED DRAIN *THREE 2" SOCKET x 2.5" SPIGOT PORTS 2" SPA Pump Model PENTAIR INTELLIFLO VS 3050 H.P. 3 4.. *38.79in? OPEN AREA Total H.P.=H.P.x service factor.1 H.p.or more must be 2 speed or variable speed L POOL *IAMPO LISTED FLOW RATES Filter Make PENTAIR C&C Size 150 12.5 P 0 0 *WHITE PVC BODY T 1 2" SPA *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP Filter min.area based on 6hr.turnover flow rate pool gal./360 min.=Flow Rate Divide G.P.M.by Cartridge=.375 or Sand=15 or D.E.=2 The maximum flow rating for this suction fitting with the center port plugged and outer ports Time Controller make ON PUMP Model ------ MAIN DRAIN open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor) Controls must operate a minimum of two speeds. and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction The highers eed override is not to exceed one normal cycle or 24 hrs,whichever is less POOL DETAIL SPA DETAIL fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM (NO SCALE) (NO SCALE) (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing. Pipe Size 6 fps 8fps 1. 16 gpm 0.14' 21 gpm 0.23' #8 COPPER 1.51 37 gpm 0.08' 50 gpm 0.14' OUTSIDE ANGLE OF REPOSE TO GRID 2- 62 gpm 0.06' 82 aom 0.10' 6' AND FURTHER - 4"THICK WALLS W/#3 REBAR @12" D.C. EACH WAY 2.51 88 gpm 0.05' (11-7 gpm 0.09 3' TO 6' - 6"THICK WALLS W/#3 REBAR 012" O.C. EACH WAY 3- 136 gpm 0.04' 1817-g-p-m-TO-7' 0' TO 3' - 8"THICK WALLS W/#3 REBAR @12" O.C. EACH WAY 4' 234 gpm 0,03' 313 gpm 0,05' 9 ft. HORIZONTAL INSTALL 6' 534 gpm 0.02' 712 gpm 0,03' - 6 ft.F 3 ft. #8 Determine Pipe Sizes: SPA JETS 82 COPPER Trunk Piping to be_2 --inch to keep velocity @ 8 fps max. at_ -gpm Maximum System Flow Rate.TO GRID Return Piping to be_ 2--inch to keep velocity @ 8 fps max. at_82--gpm Maximum System Flow Rate. __j -i __j Main Drain Cover( SEE ABOVE____-_) System Flow Rate must not exceed approved cover flow rate. _J� __j VERTICAL INSTALL (Make and Model) See Engineering Page for Drain Configuration CO 00 PoolBond PB-2008 Pump Model PENTAIR SUPERFLO VS H.P. 1.5 Install in Plumbing T at least 3" Below Total H.P.=H.P.x service factor.1 H.p.ormore must be2speed orvariable speed Water level in Return Piping.Instoll Filter Make N/A Size --- O EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: in sprinkler box for easy access Filter min.area based on 6hr.turnover flow rate pool gal./360 min.=Flow Rate * SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE Divide G.P.M.by Cartridge=.375 or Sand=15 or D.E.=2 SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT * NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES Time Controller make N/A Model ------ I * COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED WATER BOND DETAILS FOR Controls must operate a minimum of two speeds. PRIOR TO THE POURING OF THE PATIO NICHLESS LIGHT SYSTEM I The highers eed override is not to exceed one normal cycle or 24 hrs,whichever is less Pipe Size 6 fps 8fps POOL LIGHT 11 16 gpm 0114' 21 gpm 0.23' MISC. NOTES JUCTION BOX 1.5' 37 gpm 0.08' 59 gpm--Qj4' 1.ALL STEPS AND SWIMOUT BENCH EDGES 2- 62 gpm 0.06' 82 gpm 0.10' WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE YARD BY POOL PATIO -FP-M0.09, COLOR OF GEM FINISH FOR VISIBILITY EQUIPMENT 2.51 88 gpm 0.05' 117 2. HANDHOLD TO BE INSTALLED ARE WHERE Q0 3- 1 136 gpm 0.04' 181 gpm 0.07' DECK RAISED +6"ABOVE POOL X WATER LEVEL 4 1234 gpm 0,03' 1 313 gpm 0.0 M.RANDALL RODGERS,P.E. X 6' 1534 gpm 0,02' 1 712 gpm 0,03' WATERLINE < FL License No.68212 WATERLINE 1801 Hazelwood Drive 12 VAC FROM Ft Pierce,FL 34982 X UNDERWATER POWER SUPPLY -1634 SIZE As DETERMINED DESIGNED FOR: 0 0 V) BY LICENSED ELECTRICIAN C14 4 A 1. TREAD IS MIN OF 10" WIDE. (772)201 < 75 Z I M . STEP DETAILS LIGHT 0 U- < 2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT 00 POOL FINISH 0 3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM 12 VAC FROM STEP WHERE DEPTH SCHEDULE 40 PVC SLEEVE CONDUIT MONTANA RESIDENCE ***ELECTRIC NOT INCLUDED*** POOLS BY GREG 1< IS 4' OR GREATER 1" PVC IL 4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. C) Uj NO BONDING 18700 TRANQUILITY BASE LN PREPARED BY: SHEET: A 4. 16" MIN(TYP)'- OR GROUND a a REQUIRED PORT ST LUCIE,FL STEVE HORST STEPS NICHLESS UNDERWATER LIGHT DETAIL DRAFTING& (NO SCALE) (NO SCALE) DESIGN SERVICES (772)201-7846 horst.steve@yahoo.com PENTAIR l PSP Porno/&spaProfessionals° PBG-MONTANA-LOW ✓>PENTAIR TDH CALCULATOR PBG-MONTANA-HIGH ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS TDH CALCULATOR PBG-MONTANA-SPA PROJECT NAME: COMRACTOR NAME STEP 1 STEP 2 AND ADDRESS M N ANA ANonoDREss: POOL BY GREG STEP 1 STEP 2 STEP 3 POOL SPECIFICATIONS SELECT EQUIPMENT POOL SPECIFICATIONS SELECT EQUIPMENT -TDH CALCULATION STEP 3 OF 3:TDH CALCULATION OWNER: CONTRACTOR PHONE: I DATE:11-22-21 STEP 3 OF 3:TDH CALCULATION This information sheet was prepared by the APSP-IS Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa POOL Specifications Professionals(APSP).It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only.Contractors should acquire and comply Pool Specifications with the ANSI/APSP/ICC-15a 2011 standard which Can be purchased at www.apsp.org. Pool%tume(gallonsh 9587.00 gallons Suction Lin: 1.50ft 1.§5.2.1:Calculated pool volume Pool Volume(gallons): 600.00 gallons Suction Lilt: 1.50It .Gallons: 9,587 9,587 Turn Over hours): 6.00 hours a ;Or 1. gallons Turn Over[hours): 6.00 hours b.Calculated Gallons: (surface area)X(overage depth)X 7.48(gal/ft^3)_ Fitt.tian Ft..Rate: 36.00 GPM Maximum Raw Rate 108.86 GPM 2.§5.2.1:Calculated filtration flow rate 2. 36 giant, Filtration Ft..Rdte: 36.00 GPM Maximum Flow Rate 73.16 GPM (Pool volume.-360 or 36gpm whichever is larger) 3.§5.5.1:Pipe sizing: Selected Components a.Minimum suction pipe diameter 3a. 1.5 inches Selected Components 7 (Enter the smallest pipe sbefram Table 1 with a 5 fps flaw capacity the some or more than item 2.) fi b.Minimum suction branch pipe diameter 3b. N/A inches _ (Calculate:Item 2. (gpm)+BranM Pipes_(quantity)=branchflowrate (gpm). Enter the smallest pipe sie from Table 1 with a 6 fps poweopacily the same or more than the calculated SELECTION QUANTITY MAXIMUM PIPEVELDID IFT/SECI SUCTION OUTLET 8 suction branch flow rate.) SELECTION QUANTITY MAXIMUM PIPE V.CODE)YIFT/SECI SUCTION OUTLET 8 ICOxaULi YOUR LOGLCOOEI IcoNSan roues LOGLCooEI DISCHARGE B DISCHARGE 8 MAIN DRAIN 1 c.Minimum return pipe diameter 3c. 15 inches . MAIN DRAIN 1 TOTAL PIPING LENGTHS IFTI INLET 76.00 'Eater the smollestpipe sire from Table with a8fps flow capacity the some or move than item l.) TOTAL PIPING LENGTHS IFTI INLET 70.00 DISCHARGE 90.00 d.Minimum return branch pipe diameter 3d. N/A inches DISCHARGE 74.00 SELECTION QUANTITY (Calculate:Item 2. (gpm)_Branch Pipes_(quontily)=branch flow rate (gpm). SELECTION QUANTITY I INCH RETURN 4 Enter the smollestpipe suefrom Table t with o8fpsflowcapacity thesame ormore than the calculated � III INCH RETURN 4 ❑ return branch flow rote.) ❑ 90 DEGREE ELBOW INLET 6 90 DEGREE ELBOW INLET 8 vniAeG e 4.§5.4.1:Filter type and size: vniia LE DISCHARGE 14 DISCHARGE 13 a.Filter type:(Cartridge,DE,Sand) 41. CART ICXLOR 30 1 TEETHROUGH b.Minimum filter area , TEETHROUGH INLET 0 46. 96 SQ.ft. INLET O DISCHARGE 3 (Colculote:item 2._(gpm):fifterfactor (gpm/f-2)) DISCHARGE 3 f'lter factors:Coaridge=0375,Sand=15,Diatomaceous Eorih=2 SELECTION/MODEL QUANTITY ft S.§5.4.2:Backwash valve: Yes, X Not CLEAN AND CLEAR 1 450EGREEELDOW S. NIA Inches SUPERFLD VS 1 LSDEGREEELBOW INLET 2 (When usingabac4wash voAre,enter resuf[afi[em 3c or inches whichever is larger) a � INLET O DISCHARGE 2 Table T IWs`u 1 I It DISCHARGE 5 Pipe sire: 1S" 3" Z.6" ]" ].6" 4" 6" e" Nominal GPM B 8 tPs 38 63 90 138 ley 2. 311 Sd0 Nominal GPM�B� 51 B1 119 18{ 24T 31] d99 720 2"%2.5"3 WAY VALVE (� 6.Single-speed pump selection(when used): §5.1.1,S.3.1:For singl e-speed pumps with a total horsepower 0.99 or less,find and enter a compliant pump from the Pool Pump Results:YOOr TO Ca Leulation Database. MASTERTEMP 1 a.Pump model 6a. N/A - b.Total horsepower 6b. N/A FLOW Rate 73.16 GAL/MIN Max Ftow Rate at Max RPM: 73.16 GAL/MIN 7.Multi-speed pump selection(when used): Head Loss 48.25 FT Head Loss at Max FlO Rate at Max 48.25 FT §5.3.2.1:Pools 17,000 gallons or less,select pump'from the database With o Curve-A gpm flow equal to item 2 or less. RPM: .15.3.2.2:Pools 17,001 gallons or more,select pump'from the dombose with a Curw-C gpm flow equal to item 2 ar less. or 'Multi-speed pumps must haw one speed listed that satisfies this requirement. PENTAIR REQUIRED MINIMUM PIPE SIZE SELECTION MODEL OUANTTY a.Pump model 7a INTELLIFLO VS Inlet Piping: 2.00 Discharge Piping: 2.00 Vp INTELLIFLOVARIABLESPEEO.Vs+SVRS.VF.ORVSF 1 b.Pump flow 7b. 40 gpm 05.3.2.1,5.3.2.2:Applicable CurveA or[gpm flaw listed in database) PUMP RPM Flow Rate at Selected Pump RPM: 73.16 Pump RPM: 3450 3/I7/15 AN51/APSP/ICC-15 Standard Writing Committee Farm 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Head Lass at Selected Pump RPM: 48.25 SYSTEM HEAD PRESSURE CURVE Results:Your TDH Calculation Component Section Requirements Check BY PUMPSELECTION 4.4.1.1 Heater has no pilot light X Flow Rate 108.86 GAL/MIN Max Flow Rate at Max RPM: 108.86 GAL/MIN 4.4.1.2 Readily accessible on-off switch mounted outside of the heater X Head Loss 69.75FT Head Loss at Max Flow Rate at Max 69.75FT Heaters RPM: 4.3.1.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, 90 or for pool with 60%of documented pool heating from on-site solar or recovered energy. 2 REOUIRED MINIMUM PIPE SIZE 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 X 80 D W Inlet Piping: 2.50 Discharge Piping: 2.50 5.1.1 Pool filter pump listed in database X a 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed X m )O 0 PUMP RPM Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary > 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for X y Flow Rate at Selected Pump RPM: 108.86 Pump RPM: 3450 servicing. " 60 ID Head Lass at Selected Pump RPM: 69.75 Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. N/A v SYSTEM HEAD PRESSURE CURVE 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X ro 50 System installed with solar,or setup for the future addition of solar heating equipment by 3 -" BY PUMP SELECTION 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or X 0 0 a built-up connections,or dedicated pipe to and from the pool. v 40 O 110 1 5.6 Directional inlets for mixing pool water. X '6 D rt � N n100 I 10 1 D 90 2 9 C. �f,� Z 0 80 N 3 f U 70 " m �p 60 `0 50 o .�:1 O ao - $ 9 0 10 20 M a 50 60 10 80 90 100 A 'w 30 Volumetric flow Rate(GPM) 2 - - z0 - _ • e • " -R.•�°^°�•°m �m�� "m -Clean System Curve -Pump Curve 1 Desired Operation Point-Clean System 1 Pump Operation Point 10 0 0 20 40 60 80 100 120 140 Volumetric Flow Rate(GPM) lean System Curve -Pump Curve ■Desired Operation Point-Clean System it Pump Operation Point 3/v/ls ANsI/APSP/ICC-lsstandard Writing Committee Form zofz -C STAINLESS STEEL ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST HANDRAIL CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES (SAME BONDING FOR 1/2' SHEET METAL SCREW LADDER) 30" WIDE x 6'6" HIGH x 36" DEPTH CLEAR WORKING SPACE IN 1344' x 3(r' TAP CON FRONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2) WL ANCHOR WITH AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE BONDDWREWITH LID � HEATER 2' GALVANIZED ANGLE APPROVED CLAMPS BRACKET OR #8 SOLID COPPER PUMP/FILTER FRAME BOND WIRE WITH SERVICE Py 2 V LIGHT OPTIONAL 2ND LIGHT APPROVED CLAMPS CTYP) 60A 240V 2 POLEJUNCTION-BOX(S) LIGHT NICHE '/ BREAKER)#6 G THHNCI BR KER40V 2 MIN OF 8' 3 72' min, THICK CONCRETE SLAB k(1)(j6 GROUNDLE BREAKER-(2)#12HN&(1)#12 GROUND g- ABOVE POOL DECK W/P W P 18"MIN-24"MAX 1-#8 SOLID BARE COPPER FL License No.68212 G.F.I. DISCONNECTPOOL TIMER W/S.T. CONT.PERIMETER BOND1801 Hazelwood Drive POOL DECKTOGGLE-SWITCH � it WIRE WITH APPROVEDCLAMPS 4'TO 6"BELOW Ft Pierce,FL 34982 WATER PROOF G.F.I. E.C.APPROVED ENTIRE SUB-GRADE BOND TOERIME EQUIPMENT ALL-INGROUND (772)201-1634 MUST NOT BE MORE OPTIONAL "PVC CONDUIT POOLSTHAN 20'FROM POOLHEATER FILTER DESIGNED FOR: EDGE AND NOT POOL3-#12 IN CLWITHIN 6'OF POOL EDGE HEATER1/2"CONDUIT1-#8 SOLID BARE COPPER N.E.C. 2017 SEC. 880.22(3) BOND WIRE WIT APPROVED POOLS BY GREG 8 SOLID COPPER WIRE CLAMPS 0(4)SIDES OF TO EQIAPOTENTIAL BOND GUNITE POOLS BOND TO *** *** OLID COPPER POOL STEEL MONTANA RESIDENCE ELECTRIC NOT INCLUDED WIRE TO GROUND 18700 TRANQUILITY BASE LN PREPARED BY: SHEET: ELECTRICAL DETAIL EQUIPOTENTIAL BONDING DETAIL P❑❑L EQUIPMENT ANCHOR DETAIL NOTE: ALL ELECTRICAL WORK SHALL PORT ST LUCIE,FL STEVE HORST CONFORM TO N.E.C. 2017 SEC. 680 PER OF TORE FLOIDA N.E CILD/NG SECCODE 80 TTION DRAFTING& DESIGN SERVICES 3 (772)201-7846 horst.steve@yahoo.com