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HomeMy WebLinkAboutPOOL SPECIFICATIONSP03[ MIRY GREG, INC-' WANM W9. TO W40W: A BAMUER OR ALAR111I:IS NOT A MlBSTI'IUrr-- F®it PA'AEWW SUPERVISION. NO � r; t !�'%! � �'�n CHILD SHOULD BE LEFT UNATTENCIM PAAEMTS SH0L�i,K.0WW lrtW ADULT SUPERVISION IS 7HE ONLY WAYTO PREVENT AN .0 1 f �arA � A- b m-), A -� a ft>b !'.A.) . (,� D dS i Ruco D ACCIDENT: THEY SHOULD MAMTAIl11 CONM dT EYE CONTACT WITH THE CHILDREN WHENEVER THEY ARE NEAR, OR COULD GET NEAR ANY BmN OF WATER. UNFORTUI►iMIELY, PF DST ACCIDE1 S BUR WHEN TWRE IS A LAPSE im S13PERVISi©m EVEN FOR A• SMALLTIME. , PARMTS &I.3I9 M BE AV1tA IETI"9JTf AN.Y BODY 'OF WATER POSES A RISK, ESPECIALLY FOR �. DLD rat i5�-Q lds-• A L i `d 6. �� � r�l �- � �6b�. (Su A-&b Alai CHILDREN UNDER 5 YEARS OF AGE. POOLS BY GREG CAI�ItItTr E E HELD I� SIBLE FOR ANY LOSS, DAMAGE. DEATH, OR INJURY DUETOMAI.li=UNC IONORFATLUR'EOFAB.ARMMORALA€RMWHMiU$ QBYMiECUSMMER,FOBANYIRSASONBEYOND P��, r b �2i�L 1�ivf.� lnl `J��7;A �b2 Lar.JnE ITS CONTROL UNDER ANY CIRCUMSTANCES. FOR ANY IREASM . THE CUSTOMER ASSUMES ALL RISKS DIRECTLY Oil INDIRECTLY RELATED TO MAL�FUNCTIONIING OR FAILURE OF BARRIER OR ALARM. POOLS BY GREG, INC. MAKES NO CLAIM WHATSOEVER TO THE DI�RENCE OFT THESE PRtl}i�i�TS. PLAN Doi PATIO .20S_S.F SPA r/ L� S.F. .I Co%WENTS ka Nr t ROW OF TILE � - _ TYPICAL SE-OTIom THRU PO13L /�/ri z t ��- G7.2 - SPa ✓;y C a SI I 1 PA 'PtraL� ,ret S2I3Add e�ri PATi Li us 0-0 �� fo'st =� Ee( l`'a Gi to LQ hLf) 04 M 11 7 p w - 03 if -i c?•OZ[ p•p£ 9-91 vi Um _ Z£Z / z< A t].__I �w j a 4100 to v4 r N 2 w It `3'Il'tl �,01 ,00.0z I ]„ZO,99.00N - :.11ANO lNld iN38 �Otchl. ti 5 � i Q M h �'r1�i C[� Pr2nL�r jD 'f7va Ll��I-fs � I 9 h I 1 � a ULES FOR INS I RUCT B ERS At30 T POTENTIAL POOL HAZARDS TO YOUNG CHIL N A 4T THE Ur. E OF PROTECTIVE DEVICES SUCH AS DOOR _AmAMS AND S. EMPW SIZE THE NEED FOR CONSTANT SUPERVISION. DURING SOCI ERINGS 5TOR NEAR A POOL APPOINTA "DESIGNATED W CHER" TC} I ROTECT YOUNG CHILDREN FROM POOL r � r� �H f S ACCIDENTS. t1 S;' MAY -FAIf TURNS BEING THE WATCHER OTHERWISE, g { ADULTS MAY EC E PREOCCUPIED AND ASSUME SOMEONE ELSE IS WATCHING C REN. IF A CHILD IS IS NG, CHECHITHE POOL FIRST. SECONDS COUNT IN PREVENTING. E H OR DISABILITY. GO TO THE EDGE OFF THE POOL AND SCAN THE EN In POOL BOTTOM AND SURFACE, AS WELL AS THE POOL AREA. DO NOT ALL YOUNG CHILD IN POOL WITHOUT AN ADULT. DO NOT CON. T. ID R YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY HAVE HAD S M ING LESSONS OR ARE WEARING A LIFE JACKET: LEARN CPIs (A [OPULMONARY RESUSCITATIDN) BABY-SrTTERS AND OTHER CARETAKERS S CH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD ALSO KNOW CPR. TO ELECTRtCAL PAraEL KEEP RESCU EQUIPMENT BY THE POOL, BE SURE ATELEPHONE IS POOL SIDE NOTE FMMOVEGRATE AND WELL SLOPE uc FOOT MANUAL NOT, STARTER SW WITH EMERG N Y NUMBERS PASTED NEARBY. PONT PLlili FRtAII+ LSIAERI O iAttiAtatY �. TIL> - SEPARATE c�AC. PUMP �dQTOA REMOVE TDY FROM IN AND AROUND THE POOL WHEN IT IS NOT IN USE. TOYS 1SliAflilAZiX PUMP LINE v1Ei>a FOR idIIT. a LIGta7 �1 O L ��R , CAN ATTRACT YOUNG CHILDREN TO THE POOL E "Is POOL aSLAB I T ITtfflyfA1,i nedbyM vinR NEVER PROP OPEN THE GATE TOAPOOL 2 JUNCTIOry tuna �»�1 a� g NO RUNNING, PUSHING. WRESTLING OR DISTURBANCE IN THE POOL AREA. NO ♦' Rodgers GRATE SHALL BE SSCMED r" ., - - naffil ated, CHEWING GUM PERMITTED IN THE POOL AREA (REDS CROSS SAFETY PLACE SO THAT TOOLS ARE U4" BRASS On RIGID SC40PVC SUGGESTION FOR THE PREVENTION OF CHOKING RECOnEDFORRE�AOYAL VVHTTE MATIMA 5- TN WALLS POOL L1111DI, P AREA WAS E 4 11 000 725 F2CA )• PLASTER IntaF5ls fflA POOLS DYER 6 t?' LIGHF N[lRILL 00-181'19c M d rs DONT LET TANG FLAIR GET NEAR A POOL OUTLET; THE SUCTION CAN CAUSE 6' DEEP ADD n COVE BARS n, FTc. g ex,5Ep te: 2 `' 1.08. . 2 4' 0' HAIR OR BODY ENTRAPMENT AND DROWNING. THREADED - • 0 t2" CrC AS SHOWN Y+ � FLOOR PUMA NOTE: Pool. Purip MOTOR �r HAVE A FIRST AID KIT AT POOL SIDE STE£LTEX FORM OR LOC. ABOVE GRADE. / NEVER SWIM ALONE. T{) PLEMP KRAFT YVALL MAIN DRAINI ; LINT NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL HAIR DON'T ALLOW CHILDREN TO PLAY AS THOUGH THEY ARE .DROWNING - A FALSE . CATCHER ALARM MIGHT DELAY A RESCUE IN THE EVENT OF A MEAL EMERGENCY. ROTE ALL POOL riPlNo Pv.c WHEN DIVING, ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY TYPICAL WALL SECTION.,& WELL POINT ELECTRICAL DIAGRAM PIPING SCHEMATIC OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD. NO SCALE` DIVING INTO SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES NO scALE No SCALE € CAUSING PERMANENT PARALYSIS. NEVER DIVE INTO AN ASS VE-GROUND POOL AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER. POOL SPECIFICA O MAX WIDTH /? rpt' MAx I.msm _ &�-dzz MATS. DEPm-- �5 o _ SHAPE L'L r1(Gd EL1EVADM DIRT FROM EXCAVATION:HAUL n� LEAVE LEAVE A SPFWPM LEAVE -MOVE -THEN SPREAD " EXTRA FILL COMPACTIS)N l��G JOB.EMRANCE TILE 46 023 $i ROT Fmnm /-a 45L,-� STEPTILE -l*G 9?-l*y 6 y FILTER tc c p ■' V 6WT / 3�0 MOTOR H.P. _ L � n S-Bdl TIME CLOCK J BOX �- ,� LIGHT _ __f_ Qgi,- -<eA TRANWIDIPWR —� I-• ?ncl c- MAIN DRA11d 1 5P4, , • SKINLER /� [ 3-00d0 INLETS __ /- 444 — TKEFIA aY HANDRAIL DIVE BD HEATER GL T "mot 2p • ANK �14 VAC. HEAD - !I//q VAC How VAC. POLE ace- 1416L LEAF SKIMMER •IE ST IUT 41CL ' CHA A16 �' lPO FILLLRNE :-__ �/A OVERFLOW LINE '11,4 P01X .0 LEAN t� TREE REMOVAL STUMP F43AMAL Af14 WATER & ELECTRIC SUPPLY - 5X1r*f1d'14 13ACKR�'WASH LINE 4tffl—ldlkGa' //,0 SS�EEN mi© wsz—L& 'C ELECTRICAL HOOKUP IyE1 tt 4 PATIO I—Z-(> Ce4—Ma C%W Waa EXISTING PATIO 42N , IE6 iE lZ% PLANTERS _.... �I4 DECK-O-DRAIN -1A,(6 . 'FT t APP,ROX GALLONS PUMP'G.PM. APPROX. TURNOVER TWE ____"17 UN. CUT & CAP SP�711�1C4 CIS E ` _- - - SAFETY FENCE t,oib"AG2rh ,B v SOLAR BY YES ROD BRICK 2X S6 SWEE ET TiIE OVERPOUR MOSAICS ,Yr ,47;e" 9&�°I,._ Mbt..,d s fz�-,l r2 $Ltat�C2. . O ERS FI1mEBNASSmwAmDAwmToT21 pp 1lS OF THE C0WM 'i•R9Aff'.d+�IDLCM=8M-WN MDA. R TIC PLANS WHQiAsE MAOEA P.arc>FTIjpwcwmAcT i9t�MEC�'S e45SO.SNA r"17D1�T �RiA.�o p�aID APPROVAL SHALL BE THE RESPONSWXRY OF •W OWNER.. OW NEFv AGEw SIGimm-Fi - DATE; POOLS by _GREG, nMMING POOL FOR: elZ-a /C7a-<,Iaal / eaf CP 145IB -Pool construction complies with FBC 2020, ANSI-7, ANSI-15 -Water Velocity -Max 8ft/sec as per FBC 2020-R4501.6.3 -Pool Barrier to comply with Section R4501.17-7th edition EBC -Skimmers comply with FBC 2020-R4501.21.2 -Soil bearing capacity assumed 2,000psi @95% compaction -Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place or approved Hurricane Rated precast equipment pads -Water Heating equipment to comply with FBC 2020-R4501 WHEN PROVIDED SHALL BE AT 20" MAX BELOW THE WATERLINE SWIMOUTS (NO SCALE) PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION X` 0 N Vacuum (In Hg) X 1.13 Feet Of Head w u,,, Pressure (PSI) X 2.31 Feet Of Head Vacuum Head + Pressure Head = Total Dynamic Head HYDRO -STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1' WATER TABLE IN SHELL TRENCH DRAIN i.5" POOL 2.5" SPA MAIN DRAIN POOL DETAIL (NO SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER - 4" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY 3' TO 6' - 6" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY 0' TO 3' - 8" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY 9 ft. MISC. NOTES 6 ft. WWI �>a 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2. HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED +6" ABOVE POOL WATERLINE z I 0 0 rn of z o 00 1 o J IL W z + X M TO GRAVEL BED o`'1 �� EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE QC� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT * NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES * COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO X X N STEP DETAILS 1. TREAD IS MIN OF 10" WIDE. 2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT 3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM STEP WHERE DEPTH IS 4' OR GREATER 4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. (NO SCALE) NOTE: REMOVE GRATE & WELL POINT PLUG FROM MAIN DRAIN & ATTACH AUX. PUMP OVERPOUR LINE WHEN EMPTYING POOL WHERE 6"x GRATE SHALL BE SECURED IN IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL Ya" PER FT. MIN SLOPE OR CAP TILE APPUCABLE 6" TILE 4" SLAB TERIOR 2500 FIBER MIX FINISH 4Y2" TYP. WALL-3,000 PSI GUNITE STEEL-TEX FORM OR KRAFT WALL 6" P. FLOOR TRENCH DRAIN 3,000 PSI #3 @ 12" O.C.B.W. GUNITE NOTE: FOR DEPTHS 4; GREATER THAN 6' ADD TREADED' PLUG :',. It :..:, `' . (1)#3 COVE BAR @6" O.C. i. GRAVEL BE TO PUMP - TYP. WALL SECTION & WELL POINT (NO SCALE) OVERPOUR OR CAP TILE WHERE APPLICABLE 6"x6" TILE 6"x6" TILE ,.:>. 4" SLAB 4.•` .'•' 2500 FIBER MIX SPA BENCH 18" BELOW WATER LINE GRATE SHALL BE SECURED IN PLACE SO THAT TOOLS ' '' 4Y2" TYP. WALL-3,000 PSI GUNITE ARE REQUIRED FOR REMOVAL 6" TYP. ;::•" FLOOR ;';,'.'• ;;' :• �•• STEEL-TEX FORM OR KRAFT WALL TRENCH DRAIN #3 @ 12" O.C.B.W. i GRAVEL BE TO PUMP - SPA WALL SECTION (NO SCALE) VENT LINE NOT TO BE FURTHER THAN 40 FT FROM POOL 25' MAX TO JET WET LENGTH TO FILTER PUMP :3.2' CHANNEL DRAIN SPA DETAIL (NO SCALE) 4,: ? PUMP POOL LIGHT JUCTION BOX z POOL PATIO WATER LEVEL z .;:'.;. 12 VAC FROM UNDERWATER 75 POWER SUPPLY LIGHT SIZE AS DETERMINED BY LICENSED ELECTRICIAN POOL FINISH YARD BY EQUIPMENT 1" PVC SCHEDULE 40 PVC SLEEVE CONDUIT NO BONDING OR GROUND REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (NO SCALE) 899 (2) #3 REBAR OR (1) #5 REBAR • FOOTER DETAIL HEATER CHLORINATOR FILTER RHOS HEATER BY-PASS SK\MMER p00\ OWN SPN 0�\2 NER 3160 00S'Et' ORN C\ CNNNNE� PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC. PUMP W/ HAIR & LINT STRAINER PUMP W/ HAIR & f- LINT STRAINER SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN COMPLIANT W/107.2.1 OF THE 2020 FLORIDA BUILDING CODE Li Li LISTED TO ASME/ANSI A112.19.8 32" CHANNEL DRAIN AND SUMP 2.5" POOL 25506-320-000 *THREE 2" SOCKET x 2.5" SPIGOT PORTS 2,5" SPA *DEBRIS GUARD INCLUDED *38.79in? OPEN AREA *IAMPO LISTED FLOW RATES *WHITE PVC BODY *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP The maximum flow rating for this suction fitting with the center port plugged and outer ports open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor) and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing. #8 COPPER TO GRID HORIZONTAL INSTALL #8 COPPER TO GRID 4p' VERTICAL INSTALL PoolBond PB-2008 Install in Plumbing T at least 3" Below Water level in Return Piping.lnstoll in sprinkler box for easy access WATER BOND DETAILS FOR NICHLESS LIGHT SYSTEM POOLS by CID GREG, INC '�% DECK 1 ROW OF WATERLINE TILE WATERLINE - 0" LIGHT MAX 5' 11 LEVEL FLOOR #3 STEEL ®12" 0/C E.W. 6" THICK FLOOR SLOPES FLOOR SLOPE SHALL BE REASONABLY UNIFORM AND COMPLY Wmi ARTICLES 5.6.1 THRU 5.6.3 THE SLOPE OF THE FLOOR FROM THE SHALOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1 FOOT IN 7 FOOT 19'-0" 7'-0" TYPICAL SECTION THRU POOL (NO SCALE) WALLS SHALL NOT SLOPE GREATER THAN 11" 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 (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: ___ XXX____ gal / XXX= ___XXX___+___XXX _ XXX (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be_ 2.5 _inch to keep velocity @ 8 fps max. at_ 117_gpm Maximum System Flow Rate. Return Piping to be_ 2.5-inch to keep velocity @ 8 fps max. at_ 117_gpm Maximum System Flow Rate. Main Drain Cover(_____ SEE ABOVE System Flow Rate must not exceed approved cover flow rate. (Make and Model) See Engineering Page for Drain Configuration Pump Model PENTAIR INTELLIFLO VS 3050 H.P. 3 Total H.P.=H.P.x service factor.1 H.p. or more must be 2 speed or variable speed Filter Make PENTAIR C&C Size 150 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 Time Controller make ON PUMP Model ------ Controls must operate a minimum of two speeds. The higher speed override is not to exceed one normal cycle or 24 hrs whichever is less Pipe Size 6 fps 8fps 1' 16 gpm 0.14' 21 gpm 0.23' 1.5' 37 gpm 0.08' 50 gpm 0.14' 2' 62 gpm 0.06' 82 Qpm 0.10' 2.5' 88 gpm 0.05' 17 gpm 0.09 3' 136 gpm 0.04' 181 gpm 07' 4' 234 gpm 0,03' 313 gpm 0,05' 6' 534 gpm 0,02' 712 gpm 0,03' Determine Pipe Sizes: SPA JETS Trunk Piping to be- 2.5 to keep velocity @ 8 fps max. at_ 117 gpm Maximum System Flow Rate. Return Piping to be_2.5_inch to keep velocity @ 8 fps max. at_ TT-gpm Maximum System Flow Rate. Main Drain Cover(_____ SEE ABOVE) System Flow Rate must not exceed approved cover flow rate. (Make and Model) See Engineering Page for Drain Configuration Pump Model PENTAIR SUPERFLO VS H.P. 1.5 Total H.P.=H.P.x service factor.1 H.p. or more must be 2 speed or variable speed Filter Make N/A Size --- 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 Time Controller make N/A Model ------ Controls must operate a minimum of two speeds. The higher speed override is not to exceed one normal cycle or 24 hrs, whichever is less Pipe Size 6 fps 8fps 1' 16 gpm 0,14' 21 gpm 0.23' 1,5' 37 gpm 0.08' 50 gpm 0.14' 2' 62 gpm 0.06' 82 0.10' 2.5' 88 gpm 0.05' 17 gpm 0.09' 3' 1 136 gpm 0.04' 181 gpm 0.07' 4' 1234 gpm 0,03' 313 gpm 0,05' 6' 1 534 gpm 0,02' 712 gpm 0,03' DESIGNED FOR: POOLS BY GREG RIZZO RESIDENCE 2994 BENT PINE DR FT PIERCE, FL M. RANDALL RODGERS, P.E. FL License No.68212 1801 Hazelwood Drive Ft Pierce, FL 34982 (772)201-1634 ***ELECTRIC NOT INCLUDED*** PREPARED BY: SHEET: STEVE HORST 2 DRAFTING & DESIGN SERVICES 3 (772)201-7846 horst.steve@yahoo.com 4/2 0 PENTAIR TDH CALCULATOR MG-RIZZO-HIGH STEP 1 STEP 2 POOL SPECIFICATIONS SELECT EQUIPMENT STEP 3 OF 3: TDH CALCULATION POOL Specifications Pao[ V.[ume(gallons]: 13898.00 gallons Suction Lift: 1.50ft Turn Over Hours): 6.00 hours Fitt.tim, Ft.. Rate: 38.61 GPM Maximum Film Rate 103.49 GPM Selected Components SELECTION MAIN DRAIN ❑� 1 INCH RETURN NO AVAIMAGE OGLE INTELLICHLOR IC-40 I 1.5"X2"SWAY VALVE CLEAN AND CLEAR ULTRATEMP QUANTITY MAXIMUM PIPE VELOCITY IFT/SECI ICONSULT YOUR LOCALCOOEI 1 TOTAL PIPING LENGTHS IFT) SELECTION 3 �}1 11 DEGREE ELBOW 1 � TEE THROUGH 3 1 1 SELECTION / MODEL OU ANT ITV VpINTELLIFLOVARIABLESPEED.VS+SVRS.VF.ORVSF 1 SUCTION OUTLET 8 DISCHARGE 8 INLET 50.00 DISCHARGE 100.00 QUANTITY INLET 6 DISCHARGE 11 INLET 0 DISCHARGE 2 Results: Your TDH Calculation Flow Rate 103.49 GAL/MIN Max Flow Rate at Max RPM: 103.49 GAL/MIN Head Loss 72.00 FT Head Loss at Max Flow Rate at Max 72.00 FT RPM: REOUIRED MINIMUM PIPE SIZE Inlet Piping: 2.50 Discharge Piping: 2.50 PUMPRPM Flow Rate at Selected Pump RPM: 103.49 Pump RPM: 3450 Head Loss at Selected Pump RPM: 72.00 SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION 130 120 110 = is 100 n g0 0 � F U 80 m 70 O m 3 60 o is - 'o 50 U a 0 V i 40 " 30 o' 20 10 0 0 20 40 60 80 100 120 140 Volumetric Flow Rate (GPM) -Clean System Curve -Pump Curve ■ Desired Operation Point - Clean System 1 Pump Operation Point 11PSP Pi Sp`ter ssonals• PBG-RIZZO-LOW ANSVAPBPACC 16a ENERGY EFFICIENCY COMPLIANCE NFOIOIATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: AND ADDRESS RI COMRACIOR NAME AND ADDRESS: POOL BY GREG Component Section Requirements Check 4.4.1.1 Heater has no pilot light Heaters 4.4.1.2 Readily accessible on -off switch mounted outside of the heater X 4.3.1.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, or for pool with 60% of documented pool heating from on -site solar or recovered energy. 4.3.2 Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 X 5.1.1 Pool filter pump listed in database X 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi -speed X Multi -speed pump controller programmed to default to the filtration flow rate when no auxilia ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES 30" WIDE a 8'8" HIGH s 38" DEPTH CLEAR 1IORHING SPACE IN FRONT OF ANY PANEL BOARD PER 110.28(A), 110.28(2) AND 110.28(3) OF THE 2017 NATIONAL ELECTRIC CODE SERVIC1680.22(3) TRANSFORMER OPTIONAL 2ND UGHT JUNCTION-BOX(S) MIN OF 8" POOL TIMER 7_,--l ABOVE POOL DECK y►�pTOGGLE-SWI G.F.I N.E.C. APPROVED NOTE: 1" PVC CONDUIT ....�'::.... WATER PR MUST NOT 3-#12 IN THAN 20' 1/2" CONDUIT EDGE AND WITHIN 6' S SOLID COPPER WIRE TO EOIAPOTEMIAL BOND N.E.C. 2017 Sg SOUD COPPER WIRE TO GROUND ELECTRICAL DETAIL STAINLESS STEEL HANDRAIL (SAME BONDING FOR LADDER) - ANCHOR WITH #8 SCUD COPPER BOND WIRE WITH APPROVED CLAMPS #8 SOUD COPPER � BOND WIRE WITH APPROVED CLAMPS NICHE 1-#8 SOLID BARE COPPER 18"MIN-24"MAX CONT. PERIMETER BOND IRE WITH APPROVED CLAMPS 4" TO 6" BELOW SUB -GRADE BOND TO ENTIRE EQUIPMENT ALL-INGROUND POOLS 1-#8 SOLID BARE COPPER BOND WIRE WITH APPROVED CLAMPS ®(4) SIDES OF GUNITE POOLS BOND TO POOL STEEL EQUIPOTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTION OF THE N.E.C. 2017 SEC. 680.28 ✓,> PENTAIR TDH CALCULATOR PBG-Rizzo-SPA STEP 1 STEP 2 POOL SPECIFICATIONS SELECT EQUIPMENT STEP 3 OF 3: TDH CALCULATION Pool Specifications Pool Volume (gallons): 800.00 gallons Suction lilt: 1.50 k Turn Over [hours): 6.00 hours Filtration FlowRate: 36.00GPM Maximum FtowRate 99.41 GPM Selected Components SELECTION QUANTITY MAXIMUM PIPE VELOCITY FT/SEC) SUCTION OUTLET B Icausuu YOUR LoaLcoou DISCHARGE 8 MAIN DRAIN 1 • TOTAL PIPING LENGTHS IFT) INLET 46.00 DISCHARGE 54.00 SELECTION QUANTITY 1 INCH RETURN 5 ❑� 90 DEGREE ELBOW INLET 7 AVAILtABLE DISCHARGE 17 TEE THROUGH INLET O DISCHARGE 5 SELECTION /MODEL QUANTITY SUPERFLD VS 1 LS DEGREE ELBOW INLET 0 I It fill DISCHARGE 6 Results: Your TDH Calculation Flow Rate 99.41 GAL/MIN Max Fmw Rateaz Max RPM: 99.41 GAL/MIN Head Loss 23.11 FT Head Loss al Max Flaw Rate a[ Max 23.11 FT RPM: REQUIRED MINIMUM PIPE SIZE Inlet Piping: 2.50 Discharge Piping: 2.50 PUMP RPM Flow Rate at Selected Pump RPM: 99.41 Pump RPM: 3450 J Head Lass at Selected Pump RPM: 23.17 SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION 2 D W a DC Ti � N t n 0 U $LL 0 � W v 3 40 I 0 0 0 a 30 p 0 D N m I 0 w 2C 5 D 0 7 0 10 20 4 W 60 60 10 60 90 100 Volumetric flow Rate (GPM) -Clean System Curve -Pump Curve 1 Desired Operation Point - (lean System 1 Pump Operation Point NOTE: ALL ELECTRICAL WORK SHALL CONFORM TO N.E.C. 2017 SEC. 680