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HomeMy WebLinkAboutAGOSTINELLI STAMPED PLANPOOLS By GREG, OND. WATM YOU TO :KNOW. ,A BARRIER OR ALARM IS NOT A SUBSTI�9TE FUR PARENTAL SUPERVISION. N© t t I ��i.91` ����l,a�� �ONS CHILD SHOULD BE LEFT' UNATTENDED PARENTS SHOULD KNOW THAT.ADULT SUPEAWSION I5 THE ONLY WAY TO PREVENT ,AN��� ACCIDENT_ THEY SHOULD MAINTAIN CONSTAWT EYE CONTAM WM4 TIDE CHILDREN WHENEVER THEY ARE NEAR, OA COULD � � � � ! ' � _ MAX WfDTI i C_�1 _ MA2c.11=Y17Gi0i � GET NEAR ANY BODY Oj: VAI'I*R, tjNFORTUNATELY. MOSTACGIDENTS OGCL3A W-HENMft-AE IS A LAPSE IN SUPERVISION EVEN !VEIN. of a -n FOR A SMALL TIME. NEVERViELESS, PARENTS SHOULD BEAWARE THAT ANY::SOUY OF WATER FUSES. A IT1sx, ESPECIALLY FOR CHILDREN UNDER 5 YEARS GF, AbE.' POOLS BY GREG CANNOT BE HELD RESPONSISL.E ,..P FOR'ANY LOSS, DAMAGE.ATH. ON SiIAPE �� ELEV �-�PJ INJURY DUETO MALFUNCTION OR FAILURE OF A BARRIER tOR,ALARMVVMEN USED RYTHEbUtTOMER, I=OR ANY REASON BMNi7 1 DIRT FROM EXCAVATION.. ITS CONTROL UNDER ANY CIRCUMSTANCES, FOR ANY REASON WHATSOEVEF i.THE GUSH' MEA ASSUMES ALL RISKS DIRECTLY I� w QPI. INDIRECTLY REI.ATEi)'I�3 MF•1L�NCTIE9NING'CDA FAI�:C9RE CDF BAA�3IER On'RI�I. Fans By G'RI;G, INC. �s1f AKES NO E LIrAVI~ � LEAV SPPl `D/ _.. T THE DI%�I�CE OF THESE PI' ODUCTS. LEAVE -MOVE -THEN SPREAD WHATSOEVER TO l°:f'3r/ -7 �/^� f �I�L. COI+APACTIQh1 PflMTREE DRIVE t' r C/ ! ao i�li�b.�r s ltpfd € ow.,�f?;€ .'.'. T� t ` J08ENTIIAL�ICE_ �• i } i x _-_ f I�17�� ' 1'It (Ai B�-� Eli i�..' 1 - _ TILE C� ... ,:.�e't�r FIMSH � �r% �: .. ;14 r. CS —a 24.y` 0� ;fE i�♦}(j'{}!�'(} Y-- I�q 4'OB'WI STEPTIL 04 . ' 4A� es ao s• a 132 4y` r FILTER Akel?z(tS✓ c pm1pPi t;,ri I MOTOR H.P. {I TIARE CLOCK � (J m :{ t I .•:.+ .I BOX j g , LICSI D3 TRAt SFOR 1ER p' J f r7 MAIN I7 IN, POOH, INLET - THERAPY -�Ek - A= [�HANDRAIL - -� �°g � r.o.ox'3�, ��;� �• '".S -[ - I��� � %V� ` r'd $ ... co _`. aia h ;>.' 3�r `' - �/`/��J - - DIVE BD �/ - SLIDE z cd f =tv I 1 �� Q ./ HERTER y VAA � IV �=y ; u -.[ll i y VAC. HEAD VAC, EIDSE e VAC. POLE Bfiil�5ki ,� W ae ". �auearta rend rya t �r LIrAF.SK4MA�lER~[_ TEST KIT k rrlor rvo� 8 ^"�" ! 8 x, I �� �'T '...s} ,. L\I f " GHL4RiidA�iDA �%" FILLLIT�E a 4stii lii£'3f_ r _ 1 ZLII ,i' i E�AIk' W OVERFLOW LINE f '� S PDOI.': LLANER r i ' . �l TREE REMOVAL _ STUM fWAW f L 5` WATER.1 ELECTRIC SUPPLY BACKWASH LINE SCREEN td ITT1CLUSUAE-- �S �. ELECTRICAL i�pDKUP-f ! z PATIO COWR 1-7Tt QLJff vi " f� €' p "ISTING•PATID ' • ..i JUTE J PLANTERS , . M 1 `^ - .. _ _ _�_ .,... ..» _ .� _ _ ._ » . .....� T DECK-O-D RAIN. F j . APPROXGALLON S— ' PUMP G.PM. .es...............� rg' r T L S f APPRC7X,TiJINGV_Ii .lhfE _ fi:Ti.-4�aei4. Z. CUT a CA1? sPAINKtIFiS SALTY Mcf fro > OS. SOLAIA BY BRICK YES -- 2X6 6X6 - �--- k') t - SHEET TILE ra OVERPOUR ` MOSAICS jra OWNERS HEREI3YASSUIl,9EAmA9nEETo7HE pnmqsoqs OF THE CONTRACT FfM POOL C0MMiILD 0X AND A"VME - ' THms PLANS WHICH ARE MAM APARTOFTlf� C01� RACT. 3'141I�,EC3IWVER'SASSOMAT770H �MP43AE SAm R RL a FOR P L� ttAPPROVAL SMALL SE THE RESPONSMILITY .OF T -m OWNERS. 0 INSTR ; CT BABY -St TTI; ; .ABOUT POTENTIAL POOL HAZARDS TO YOUNG Q EI I AGE IGNATIURES: CHILD EN AND ABOU HE USE OF PROTECTIVE DEVICES SUCH AS DOOR AUtR 'SAND LATCHE EMPHASIZE THE NEED FOR CONSTANT SUPERVISION. (` . lop DURI G SOCIAL GATH INGS AT 08 NEAR A POOLAPPOINT'A tt �^ .. "DESIGNATED WA TC TO PROTECT YOUNG CHILDREN FROM POOL DATE: ACCID�NTS. ADULTS YTAKE TURNS BEING THE WATCHER.OTHERWISE, ADULTS MAY BECOME EOCCUPIED AND ASSUME SOMEONE ELSE IS INATC61NG THE CHiWW N IF A COLD IS MISSING HECK THE POOL FIRST: SECONDS COUNT IN PREVENTING HEATH DISABILITY GO TO THE EDGE OFTI-IE POOL AND SCAN THE ENTIRE PO BOTTOM AND SURFACE, AS WELL AS THE POOL AREA. ■ DO NOT ALLOW AYOU CHILD IN THE POOL WITHOUT AN.ADULT !� QQ NOT CONS )OF J IQG CHILDREN iti 8E DROWN -PROOF $ECAUSI=THEY POOLS HAVE HAD SWIMMINIi 85ON5 OF] ARE WEAR[NG.A LIFE JACKET. III LEARN CPR (CARDIOP LMONARY RESUSCITATION) 8ASY-Sn-MRS:AND OTHER CARETAKERS. SUCH A GFMDPARENTS AND OTHER SIBLINGS. SHOULD ALSO KNOW CPR. by TO ELECTRICAL PANEf_ 14 KEEP RESCUE EQUIPMENT BY THE POOL, BE SURE ATELEPHONE IS POOL SIDE ttDTE 1TEiiDVk (SKATE A►t[1 WELL SLOPE T!4' FOOT MANUAL NOT. STARTER 5W WITH EMERGENCY NUMBERS POSTED NEARBY. —w---�. !1 CAN ArT ACT FROiG C ILO AROUND THE PflOI. WHEN ti f5 NOT IN USE. TOYS GREG,11,NkID fiO1NTinvCAFA�11t1taAtNQFiAEN+v1i1 �- FZL£ SEPA3iATE CIRG. Puri: r+laTO Dlgltal E R ATTACr1Avx PtirfrP L1Nf V�rrIEN FOR LtaT a LrGteT Rodq �'t " . CAN ATTRACT YOUIVI CI1IL€JREN TO THE FOOLL EMPTYINGPOOL a• SLA13 O FVE T ril�sut+ N NEVER PLOP OPEN THE HATE TO A POOL JUINCTIQN BOX S.w, I" PRECAST c= o= affiliate ; IN NO RUNNING, PUSHING. WRESTLING OR DISTURBANCE IN THE POOL AREA. 'NO GRATE sHat BE SECURE! IN Box ou 141 0 DB6E2C CHEWING GUM PERMITTED IN THE.POOL AREA (RED CROSS SAFETY PLACE SOTIIA.TTWLSARE �' va `.l fII S P W,A,go01 arvi R SUGG STIONFOR THE PREVENT'IONOFCHOKING). 1�k "/1 - 5' TK WALLS POOL �' L DONLET.LOf�tfa HAIR GET NEAR A POOL OUTLET THE "SUCTION CAN CAUSE RpOUIREDFORiiEN10VA! WHET@l:ARBL CONQRO P A �T �C Roders., PLASTERFRttS11 FOR POOLS OVER b•D• CtGHf �����rrr J .05 -0 '0 HAIR R BODY ENTRAPMENT AND DROWNING. 4' `` DEEP ADD R3 COVE OARS MOTOR. ETC WI+8 WI SKIM4tr R TNMADED PLUG • Q 12' C'C AS SHOWN IN HAVE A FIRST AID KIT AT POOL SIDE J1 NOTE: TOOL F*UMP.MOTOR IN NEVER SWIM ALONE. SWIMMING PD�'DlL FOR: »�•- -�.-;, _ 8• TK FLUOR PUMP � STEEITEX FORM on LOC. ABOVE (MADE. � R NO JUMPING OR OWING IN THE SHALLOW AREA OFTHE POOL uRA1:T WnLL ,FAIR L LINT X DONT ALLOW CHILDREN TO PLAY AS THOUGH THEY ARE DROWNING -A FALSE M91j' a5 i TO PE.It,1P Mh1N 0RAN*<0 ,�-„_ -0 CATCHER .ALLP00L ALARMMIGHT DELAYARESCUE INTHE EVENTOFAREALEMEAGENCY PIPING P v C 10 WHE%I DIVING. ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY TYPXCAL aALL Sri T. J �N..11 WELL POINT ' E� PGTR]C�1� DIAGRAM � OVERHEAD AND KEEP YOUR HANDS TOGETHER Iry PROTECT BUR HEAD. No sCaLE PIPING SCHEMATIC DIVIPIG INTO SHALLOW WATER CAN.RESULT IN CERVICAL SPINE INJURIES NO SCALE NO SCALE CAUSING PERMANENT PARALYSfS.14EVER DIVE INTO AN ABOVE -GROUND POOL X AVOID THE USE OF ALCOHOL 09 OTHER DRUGS AROUND WATER. —Pool construction complies with EBC 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 FBC —Skimmers comly 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 0 N Vacuum (In Hg) X 1.13 Feet Of Head HYDRO -STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1' WATER TABLE IN SHELL TO GRAVEL BED 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. J J MISC. NOTES 6 ft. J 0: 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 Pressure (PSI) X 2.31 Feet Of Head Vacuum Head + Pressure Head = Total Dynamic Head #8 COPPER TO GRID HORIZONTAL INSTALL #8 COPPER TO GRID VERTICAL INSTALL PoolBond PB-2008 Install in Plumbing T at least 3" Below Water level in Return Piping.lnstall in sprinkler box for easy access WATER BOND DETAILS FOR NICHLESS LIGHT SYSTEM EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: * SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE Q� 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 - a Z 0 0 0 (n 0 N 4 ° oU � 0 << a N d ' IL o w d. 10" MIN(TYP) ° 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 TRENCH DRAIN TREADED PLUG Ya" PER FT. MIN SLOPE OR CAP TILE 6" TILE 4" SLAB TERIOR 2500 FIBER MIX FINISH V2 TYP. WALL-3,000 PSI GUNITE 8" •'• STEEL-TEX FORM OR KRAFT WALL 6" TYP. FLOOR 3,000 PSI #3 @ 12" O.C.B.W. Q " GUNITE NOTE: FOR DEPTHS C� 4; GREATER THAN 6' ADD (1)#3 COVE BAR @6" O.C. GRAVEL BED- TO PUMP - TYP. WALL SECTION & WELL POINT (NO SCALE) WATER LEVEL UNDERWATER LIGHT POOL LIGHT JUCTION BOX z POOL PATIO z . 12 VAC FROM 75 POWER SUPPLY SIZE AS DETERMINED BY LICENSED ELECTRICIAN YARD BY EQUIPMENT POOL FINISH 1" PVC ,. SCHEDULE 40 PVC SLEEVE CONDUIT NO BONDING OR GROUND REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (NO SCALE) (2) #3 REBAR OR (1) #5 REBAR FOOTER DETAIL (NO SCALE) HEATER CHLORINATOR FILTER PUMP W/ HAIR & LINT STRAINER 00� RE1 URNS HEATER BY-PASS SKIMMER p00� � N C`FANER VVE 3 x32 rl N\PV _ ORNN PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC. SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN COMPLIANT WITH 2020 FLORIDA BUILDING CODE LISTED TO ASME/ANSI A112.19.8 Lj Li 32" CHANNEL DRAIN AND SUMP 2e� 25506-320-000 *THREE 2" SOCKET x 2.5" SPIGOT PORTS *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. DECK LEVEL FLOOR 7'-6" POOLS�I' by GREGNC 1 ROW OF WATERLINE TILE WATERLINE MAX 5' — Q" LIGHT 1 #3 STEEL ® 12" O/C E.W. THICK FLOOR SLOPES FLOOR SLOPE SHALL BE REASONABLY UNIFORM AND COMPLY5.6.3WffH ARTICLES 5.6.1 THRU THE SLOPE OF THE FLOOR FROM THE SHALOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1 FOOT IN 7 FOOT 6'-0" JV —V TYPICAL SECTION THRU POOL (NO SCALE) Pipe Size 6 f ps 8f ps 1" 16 gpm 0.14' 21 gpm 0,23' 1.5" 37 gpm 0,08' 50 m 0.14' 2" 62 gpm 0.06' 82 gpm 0.10' 2,5" 88 gpm 0.05' 117 gpm 0.09' 3" 136 gpm 0.04' 181 gpm 0.07' 4" 234 gpm 0.03' 313 gpm 0,05' 6" 534 gpm 0.02' 1 712 gpm 0,03' WALLS SHALL NOT SLOPE GREATER THAN 11" Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: -_-XXX ___ft_XXX_x 7.48(gal/Ft) = -_-XXX ___gal (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: XXX _ _ al XXX = XXX___+__ XXX _ __ _ _XXX (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be_ 2 __inch to keep velocity @ 8 fps max. at-AZ--gpm Maximum System Flow Rate. Return Piping to be 2 --inch to keep velocity @ 8 fps max. at_ 82--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 PENTAIR C&C Size 100 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 hiaher soeed override is not to exceed one normal cvcle or 24 hrs. whichever is less DESIGNED FOR: POOLS BY GREG AGOSTINELLI RESIDENCE 5100 PINE TREE DR PORT ST LUCIE, 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 PENTAIR TDH CALCULATOR PBG-AGOSTINELLI-HIGH STEP 1 POOL SPECIFICATIONS STEP 2 STEP 3 SELECT EQUIPMENT TON CALCULATION STEP 3 OF 3: TDH CALCULATION Pool Specifications Pool Volume(gallons): 13000.00 gallons Suction Lift: 1.50ft Turn Over (hours): 6.00 hours Filtration Flow Rate: 36.11 GPM Maximum Flow Rate 70.78 GPM Selected Components Components SELECTION QUANTITY MAXIMUM PIPEVELOCITY(FT/SECT SUCTION OUTLET 8 ICONSULTYOeR LOCAL CODE) DISCHARGE 8 MAIN DRAIN 1 TOTAL PIPING LENGTHS IFTI INLET 44.00 DISCHARGE 86.00 ❑� t INCH RETURN SELECTION 3 QUANTITY 90 DEGREE ELBOW INLET 7 NO IMAGE AVAILABLE DISCHARGE 10 ICHLOR 30 1 TEETHROUGH INLET O DISCHARGE 2 [.5"X2"SWAY VALVE CLEAN AND CLEAR 1 ULTRATEMP 1 SELECTION / MODEL QUANTITY SUPERFLO VS 1 I Results: Your TDH Calculation Flow Rate 70.78 GAL/MIN Max Flow Rate at Max RPM: 70.78 GAL/MIN Head Loss 50.33 FT Head Loss at Max Flaw Rate at Max 50.33 FT RPM: REQUIRED MINIMUM PIPE SIZE Inlet Piping: 2.00 Discharge Piping: 2.00 PUMP RPM Flow Rate at Selected Pump RPM: 70.78 Pump RPM: 3450 J Head Loss at Selected Pump RPM: 50.33 SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION 90 go iG n T a t 60 ] f U a � I 60 i � O 3 `0 40 0 w 30 20 0 v O 10 0 0 10 20 30 40 50 60 70 80 90 100 Volumetric Flow Rate (GPM) -Clean System Curve -Pump Curve ■Desired Operation Point -Clean System 1 Pump Operation Point o1�PSP The &Spa Professionals® PBG-AGOSTINELLI-LOW ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS ..... PROJECT NAME: AND ADDRESS AGOSTINELLI CONTRACTOR NAME AND ADDRESS: POOL BY GREG OWNER: CONTRACTOR PHONE: DATE: 1 _S-ZZ ,.,,.,,,,,o....,� .,�,cc. wog v, wo, cu �y u�c..r�r-.� �o,�cnue, �w,n,,,,,n8 rvu, enu ape nosy cn,uv,�y senue,u wnuna wmnnuee m Lne weooappn or roof anp .Pa als (APSP). ProfessionIt is not part of the American National Standard ANSI/APSP/ICC-lSa 2011 but is included for information only. . Contractors should acquire and comply with the ANSI/APSP/ICC-SSa 2011 standard which rzn be purchased at www.apsp.arg. 1. §5.2.1: Calculated pool volume a. Gallons: 13,000 ; or 1. 13,000 gallons - b. Calculated Gallons: (surface area) X (average depth) X 7.48 (gal/ft^3) = 2. §5.2.1: Calculated filtration flow rate 2. 36 gpm _ (Pool volume : 360 or 36gpm whichever is larger) 3. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter 32. 1.5 inches (Enterthe smallest pipe size from Table 1 with p 6 fps flow capacity the some or more than item 2.) b. Minimum suction branch pipe diameter 3b. N/A inches (Calculate: Item 1. (gpm)=Branch Pipes _/qupntiryJ=bronchflow rate _(gpm). _ Enter the smallest pipe size from Table 1 with p 6 fps flaw capacity [he same or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter 3c. 1.5 inches (Enter the smallest pipe size from Table 1 with p 8 fps flow capacity the some or more than item 1.) _ d. Minimum return branch pipe diameter 3d. N/A inches (Calculate: Item 1. (gpm)>Branch Pipes_(qupntiry)=bronchflowrote _(gpm). Enter the smallest pipe size from Table 1 with p 8 fps flow capacity the same or more than the calculated return branch flow rote.) 4. §5:.4.1: Filter type and size: a. Filter type: (Cartridge, DE, Sand) 4a. CART b. Minimum filter area 4b. 96 sq. ft. - (Calculate: item 2. (gpm)'flter factor_ (DPm/lt^2)1 F'lter foRors: Cartridge=0.375, 5and=15, Diorompceous Earth=1 S. §5.4.2: Backwash valve: X No? N/A _Yes, (When using a backwash valve, enter result Of item 3c or 2 inches whichever is larger) S. inches - Table 1 Iwheo uu:el Pipe Size: LS" 2" 2.5" 3" 0.5" 4" 5" 8" Nominal GPM e 8 cps 38 fi3 90 138 185 238 374 540 Nominal GPM e 8 fps 51 fid 119 184 247 317 499 720 6. Single -speed pump selection (when used): §5.1.1, 5.3.1: For single -speed pumps with a total horsepower0.99 or less, find and enter a compliant pump from the Pool Pump Database. a. Pump model 6a. N/A b. Total horsepower 6b. N/A 7. Multi -speed pump selection (when used): §5.3.2.1: Pools 17,000 gallons or less, select pump`frOm the database with a Cunre-A gpm flow equal to item 2 or less. §5.3.2.2: Pools 17,001 gallons or more, select pump' from the database with oCurve-C gpm flow equal to item 2 or lest Or .Multi -speed pumps must have one speed listed that satisfies this requirement. PE NTA R SUPERFLO VS a. Pump model 7a. b. Pump flow 7b. 45 gpm (§5.3.2.1, 5.3.21: Applicable Curve A or Cgpm flow listed in database) 3/17/15 AN51/APSP/ICC-15 Standard Writing Committee Form 1 of 2 AN51/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light 4.4.1.2 Readily accessible on -off switch mounted outside of the heater X Heaters 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 Pool systems 5.3.3 Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary pool loads are operating within 24 hours and programmed with temporary override capability for servicing. X 5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand. N/A 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X 5.5.3 System installed with solar, or setup for the future addition of solar heating equipment by installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or built-up connections, or dedicated pipe to and from the pool. X 5.6 Directional inlets for mixing pool water. X 3/17/15 AN51/APSP/ILC- 15 Standard Writing Committee Form 2 of 3 W py ��ad omQ �3�� W Ft0 W O E. uj rl W co � N vI 3 cn � O .Zaa ace Co m Sa z W ryzp� � ��35 _ AU .7 3 3� QU U] � ,Z�R7 z U W � O z� Ona�ma U N z z �CQ E- 00 H O�q W z dz H � O w °W' U ii N moo � o o � \III/ W � t2 o N � 3 a� F tx51 1/2' SHEET METAL SCREW 13/4' x Wr' TAP CON HEATER 2" GALVANIZED ANGLE BRACKET OR PUMP/F-ILTER FRAME (TYP) 3 �2" min, THICK CONCRETE SLAB d HEATER FILTER � d POOL EQUIPMENT ANCHOR DETAIL