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HomeMy WebLinkAboutAPPROVED PALMISANO STAMPED PLANSPOOLS BY GREG, INC. >ia1 ANTS YOU TO KNOW. A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL. SUPERVISION. NO POOL SPECRCAM; NS CHILD SHOULD BE LEFT PARENTS SHOULD KNOW THAT ADULT SUPERVISION I5 THE ONLYWAY TO PREVENT AN l r� eB 0, ��� ��A-p !( �i"! 1 MAx iMDTH+� MDt l ElrtG�€ ! Q4 ACCIDENT THEY SHOULD MAINTAIN CONSTANT EYE CONTACT WM-1 THE C131L1;]REm vvHENEVER THEY ARE NEAR, OR COULD GET NEAR ANYBODY OF WATER. UMMSTUNATIM. MOST ACCIDENTS OCCUR WHEN THERE OS A LAPSE 3N SUPERVISION EVEN ate•,• " - MN, DEPTH 3 % 41 FOR A SMALL TIME. NEVERTHELESS. PARENTS SHOULD BE AWAVIET AT AMSOCY OF WATER POSES A RISK, ESPECIALLY FOR SHAPE ELEVATION CHILDREN UNDER 5 YEARS OF AGE. POOLS BY QREG CANNOT BE HELD m5'PONSISLIE FoR ANY LOSS, DAMAGE. DEATH.�GLLC f-f�� i3� INJURY DUETO MALFUNCTION CAR FAILURE OF BARRIER- OR ALARM USED OYTHE CUSTOMER, FOR ANY REASON BEYOND n �� DtAT FROM EXCAVATION _MAUL ITS CONTROL UNDER ANY CIRCUMSTANCES. FOR ANY REASON VMATSOEVMjHE CUS MER ASSUMES ALL RISKS DIRECTLY ,, w m �� �� � . �D rya 1 �- t ;,: NS LEAVE LF�vr=��� OR INDIRECTLY' RELATED TO MALFUNCTIONING OR FAILURE OF BARRIER OR ALARM. POOLS BY GREG. INC. MAKES NO CLAIM WHATSOEVER TO THE ®1FFE�3ENCE OF THESE PRL`�I7�iCTS. LEAVE MOVE-TI 1EN SPREAD �ba m �� E}CTRA FILL COMPACTION / CL `I� JOBENTRANCE L�'Ft_ f <A n(y zz7 r+ �tabt'. ! TlLI:� NI:F€N1 >!a __. 2 L - STEPT7LE GFvB-Z Z/�rv5 .+'; -'--'" ''`' `'-''• � _ � " � � % P FILTER � _f `C s � PLC MOTOR H:R /.4 TIME CLOCK /.t% ? � f / f/ ft` f • ✓� y ��• PA7,i a i srnc ONE LIGHT-9 Ll�-46 •s TRArISForeEp l/e/;G MAINaRA#NlAICZ SKIMMER 5► iri.. ��' INLUS THERAPY____!!/.A I ,� C�7yp �R LADDER w�L, TiL,c 4 , HANDRAIL _ • r i0 CHIVE BID /1/ I r f� r�€_o- . ► o SLID A HEATER — - N/A TANX M E / VAC. HEAD fZ11 VAC. HOB CIA :. VAC. POLE E3wmi - /.1I�CL LEAF SKIMMER /it/Ga! 'TEST KIT t��y 4 CH l ORIItetATCdA � F€LLLINE N�p so OVERFLOW LINE,IV � �] POOL CLE+78�E 9ti3 m rF4 TREE REMOVAL N/A STUMPRMOVI 0 �u [� WATER ELECTIi1C SUPPLY 07kl 76 nl BACK wAsH�Iua �� >r_,,r�tr �G � !�� �� !�/c.[� JFOUrEAS SCREEN ra" ELECTnICAL HOOKUP �i9 Ctr 1 PATIO' �° COLOR Ofi EXIS71NBPATIO LD i.t-'T iTIT:. g I D►1 r PLANTERS 1 ' DECK-0-DRAM /L FT 00 r�f�r►S � --E � APPSOx GAL ONS '-,L>4a 5 LUMP G.P.M. APPpW �F9A E - 4� CUT A CAP SPRINKLERS iti bfs ( SAFETY FENCE COLOR Sir. �t rcr� l✓�5 r -SOLAR BY /i/ YES h BRICK 2x6 sxs SHEETTILE to wifs �c :C # ill fG 14 CIVERPOUFi MOSAICS W 1ab I�-c� Ali' --- II- I 1 CIT br='a' PII� I t C31A1NMS HERMY ASSUNIE AM AGREE TO THE I"Run!�11M5S k Ci '!Of THE THESE PLANS V -AIM ARE MAMA PWGF-!3i V coN7Q= or�tC2 fr ADc,&6, ; ULES FOR POOLS APP NALSHALLBE°HERMll� ' 0rirmD /�., "� -5-- B l-- � vbO OWNER. A LJ I `? Ili MST RUCT BABY-SITTERS ABOUT POTENTIAL_ POOL HAZARDS'TO YOUNG OWNER/ AGENT SIGNATURES- q ! .. �I' CHTLDREN AND ABOUT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR �� •� j m a ALARMS AND LATCHES. EMPHASIZE THE NEED FOR CONSTANT SUPERVISION. DURING SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT A 'DESrGNAiE€? WATCHERTO PROTECT YOUNG CHILDREN FROM Ptai)! DATE: ACCIDENTS. ADULTS MAY TAKE TURNS BEING THE WATCHER OTHERWISE, I ADULTS MAY BECOME PREOCCUPIED AND ASSUME SOMEONE ELSE IS %MATCHING THE CHILDREN - I I IF A CHILD IS MISSING, CHECK THE POOL FIRST. SECONDS COUNT IN i j PREVENTING DEATH OR DISABILITY. GO TO THE EDGE OF THE POOL AND SCAN T'HE.E#JTIRE POOL BOTTOM AND SURFACE, AS WELL AS THE POOL AREA. D DO NOT ALLOW A YOUNG CHILD IN THE POOL" WITHOUT AN ADULT. DO NOT CONSIDER YOUNG CHILDREN M BE DROWN -PROOF BECAUSE THEY iPOOLS HAVE HADSWEtj�M1NG LESSONS OR ARE WEAC�tl7G A LIFE JACKET. - 19 LEARN CPR (C, , DIOPULMONARY RESUSCrfATION) BABY-SITTERS AND OTHER P CARETAKERS. SUCH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD AiSO APh2c Y_ 7 -rb Ct�t�t,P KNOW CPT;. by POOL- > ROW OF TILE - � TO ELECTA CAt PAVEL � KEEP RESCUE EQUIPMENT BY THE POOL. BE SURE A TELEPHONE IS POOL SIDE SLOPE Iva -FOOT AIANUAL NOT. STAnTEfl SY� WITH EMERGENCY NUMBERS POSTED NEARBY. POINT REMOVE F 0M MAt4ra[1 VYt u � �� REMOVE FRDrui IN AND AROUND THE POOL WHEN IT IS NOT IN USE. TOYS � � GREG F 'fib fi=R MOVE4RATEANDRA1NAtlD a- TILE.SEPARATE CifaC ptFMP R10iC?R �. 83-W OlC E tY. ATTACH AUX PU41PLITIEWIEN FOR MOT A LIG+IT � O . � y arvin R CAN ATTRACT YOUNG CHILDREN TO THE POOL , ONrC- j EhIPTYI1rG POOL s E r T > rUpBtiLJt NEVER PROP OPEN Tj-IE GATE TO A POOL ' L.F �� / LIGHT JUNCTION sax LSA�J t H A i �j DN: c=US, fated, NO RUNNING, PUSHING. WRESTLING OR DISTUR13ANCE IN THE POOL AREA. NO GRATE SHnLL T3ti SECURED IN l s0X CHEWING GUM PERMITTED IN THE POOL AREA REED CROSS SAFETY PATIO i S. 2 s3 0000 1725D66E2C !'LACE sa WIRY TOOLS ARE i+q-�R�.�s a taro 5ca pvc �/ ' SIiGGt=ST!{?�t FOR THE PREVENTION OF CHOKING}. 5' i8 WALLS POOL " �� 15',.E.D4 =M ruin AEDWREDFORREWNAL WHIIEMARDLE GUNDUITIS! i SPA B.F. L.F.PIASTEti F1NISrI FL1A POOLS avER E♦ LIGli r t,RQifNfl'ALL Ro s >aOrli LET LONG HAIR GET NERD A POOL OUTLET THE SUCTION CAN CAUSE _ t'LA5?FC I6tAir} GRAIN— r DEEP t:J COVE BARS #hUTOR. ram. YV1:8>YIHE SF.V grit it ate: 21.0 :1 - '00' HAIR OR BODY ENTRAPMENT.AND DROWNING. t►TREADER PLU tr tz• CC AS SHOWN RAVE A FlFIST Air}' KIT AT POOL SID1= CtaIVII�IEIaTs _ 1' + -an t>nx NOTE:: POOL PUMP MOTOR PUMP SWIMMING IP'Q`�7L FOR: .. LOC. AaovE GAAI}E. /�-NEVERSWlMALONE. , sTI I jTEX FORM as NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL ��j ro porup RAAFT WALL Maur DRAIN 1 IiAtR.I[ LINTDON'T ALLOW[ CHILDREN TORLAY AS THOUGH THEYARE DROWNING - A FALSE CATCHER MIGHT DELAY A RESCUE IN THE EVENT OF AREAL AL EMERGENCY, NOTE ALL POOL .JV B .rJ [i �>�%�"11 / TYPICAi S C i©I11 THRU POOL� PIPING P v c . VYHEAi t)1v[NG. ALWAYS ENTER TNt� WATER wiT H'YC}UR ARMS EXiENr]ED FIRMLY , , TYPICAL 1NALL SECTII�N � ��� �- POIN I � �L ECTAiCAE_ flIAGRAM OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD. 7 HO NO scAr,E r � PIPING SCHEMATIC DIVING INTO SHALLOW WATER CAN RESULT IN CERVICAL SPINE 11MURIES I ,t 2 WO SCALE NO SCALE CAUSING PERMANENT PARALYSIS. if727 �l LLLC� a- i_ `I AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER. CPG 1458338 -•_ __ __ NOTE: REMOVE GRATE & Ya" PER FT. MIN SLOPE WELL POINT PLUG FROM MAIN DRAIN & ATTACH AUX. PUMP OVERPOUR OR CAP TILE (2) #3 REBAR OR LINE WHEN EMPTYING POOL WHERE APPDCABLE • • y. ,a .: 6"x6"TILE (1) #5 REBAR GRATE SHALL 4" SLAB —Pool construction complies with FBC 2020, ANSI-7, ANSI-15 BE SECURED IN INTERIOR 2500 FIBER MIXPLACE OPOOLS —Water Velocity —Max 8ft/sec as per FBC 2020—R4501.6.3 THAT TOOLS FINISH 4y" TYP. WALL-3,000 PSI GUNITE R —Pool Barrier t0 comply with Section R4501.17-7th edition FBC ARE FOR REMOVALQUIRED STEEL—TEX FORM —Skimmers comply -with FBC 2020—R4501.21.2 OR KRAFT WALL —Soil bearingcapacity assumed 2,000 si @95% compaction 6" TYP. FLOOR ' by P y P P 3,000 PSI #3 ®12" o.c.B.w. g 99 —Equipment Foundation 3'x7' conc. slab min 3.5" thick pour In TRENCH DRAIN GUNITE ': ' NOTE: FOR DEPTHS place or approved Hurricane Rated precast equipment pads TREADED GREATER THAN 6' ADD �� GREG PLUG t (1)3 COVE BAR @6" O.C. C_ ZINC GRAVEL BE TO PUMP — TYP. WALL SECTION & WELL POINT FOOTER DETAIL (NO SCALE) (NO SCALE) 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 Pressure (PSI) X 2.31 Feet Of Head Vacuum Head + Pressure Head = Total Dynamic Head #8 COPPER TO GRID HYDRO —STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1' HORIZONTAL INSTALL WATER TABLE IN SHELL RENCH DRAIN #8 COPPER TO GRID VERTICAL INSTALL TO GRAVEL BED PoolBond PB-2008 L2" POOL Install in Plumbing T at least 3" Below Water level in Return Piping.lnstall in sprinkler box for easy access MAIN DRAIN POOL DETAIL WATER BOND DETAILS FOR (NO SCALE) NICHLESS LIGHT SYSTEM 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. 6 ft. 3 ft. J +. J J J J —jr Q Q Q �; CO; e0; EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE 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 MISC. NOTES 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 00 rn of z W o o J a_ W Z� + X X 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) 2x4 TIE —BACK AT (3)16d NAILS EA. CONNECTION VERTICAL 2x4 (3) 2x4 STRONG BACKS ? AT EACH 8ft � SHEET OF PLYWOOD " PLYWOOD iEET PILE SHORING DETAIL FOR EXCAVATION LESS THAN 5' FROM EXISTING STRUCTURE (NO SCALE) POOL LIGHT JUCTION BOX ' HAIR & 11NER CHPNNE� ��N 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 Li U 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 5'—V 1 ROW OF WATERLINE TILE WATERLINE — MAX s' — Q" LIGHT -I 1 #3 STEEL 1@112" 0/C E.W. THICK —7 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 4'-0" TYPICAL SECTION THRU POOL (NO SCALE) Pipe Size 6 Fps 8Fps 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" 1 234 gpm 0,03' 1 313 gpm 0,05' 6"1 534 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 higher speed override is not to exceed one normal cycle or 24 hrs, whichever is less YARD BY _ Z POOL PATIO EQUIPMENT WATER LEVEL M. RANDALL RODGERS, P.E. FL License No.68212 ". h• \1\/1 1801 Hazelwood Drive z — 12 VAC FROM Ft Pierce, FL 34982 UNDERWATER 75 f' ~`H y POWER SUPPLY (772)201-1634 LIGHT SIZE AS DETERMINED DESIGNED FOR: BY LICENSED ELECTRICIAN POOL FINISH 1" PVC SCHEDULE 40 PVC SLEEVE CONDUIT NO BONDING OR GROUND REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (NO SCALE) POOLS BY GREG PALMISANO RESIDENCE 308 SE CAMINO CT PORT ST LUCIE, FL ***ELECTRIC NOT INCLUDED*** PREPARED BY: SHEET: STEVE HORST 2 DRAFTING & DESIGN SERVICES 3 (772)201-7846 horststeve@yahoo.com PENTAIR TDH CALCULATOR PBG-PALMISANO-HIGH STEP 1 POOL SPECIFICATIONS STEP 2 SELECT EQUIPMENT STEP 3 TON CALCULATION STEP 3 OF 3: TDH CALCULATION Pool Specifications Pool Volume(gallons): 12353.00 gallons Suction Lift: 1.50N Turn Over (hours): 6.00 hours filtration Flow Rate: 36.00 GPM Maximum Flow Rate 68.58 GPM Selected Components Components SELECTION QUANTITY MAXIMUM PIPEVELOCITY(FUSECI SUCTION OUTLET 8 IConsuLTYOUR LOCAL CODE) DISCHARGE B • MAIN DRAIN 1 TOTAL PIPING LENGTHS IFTI INLET SO.00 DISCHARGE 90.00 ❑� 1/2INCH RETURN SELECTION 3 QUANTITY 90 DEGREE ELBOW INLET S NO IMAGE AVAILABLE DISCHARGE 10 ICHLOR 30 1 TEE THROUGH INLET O DISCHARGE 2 1.5"X2"SWAY VALVE 3 CLEAN AND CLEAR 1 SELECTION / MODEL QUANTITY SUPERFLO VS 1 Results: Your TDH Calculation Flow Rate 68.58GAL/MIN Max Flow Rate at Max RPM: 68.58GAL/MIN Head Loss 51.78 FT Head Loss at Max Flow Rate at Max RPM: 51.78 FT REQUIRED MINIMUM PIPE SIZE Inlet Piping: 2.00 Discharge Piping: 2.00 PUMP RPM Flow Rate at Selected Pump RPM: 68.58 Pump RPM: 3450 Head Loss at Selected Pump RPM: 51.78 SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION 120 110 100 PC 90 T a M 80 � F U m m 70 vI m 60 m 3 `a 'm .. SO a 0 TJ V tl 40 'w z 30 3 0 v 20 0 10 0 0 10 20 30 40 50 60 70 80 90 100 Volumetric Flow Rate (GPM) -Clean System Curve -Pump Curve I Desired Operation Point - Clean System 1 Pump Operation Paint o1�PSP The & Spa Professionals® PBG- PALMISANO-LOW ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: AND ADDRESS PALMISANO CONTRACTOR NAME AND ADDRESS: POOL BY GREG OWNER: CONTRACTOR PHONE: DATE: 8-18-21 ..... .... ........ �,� .,�,cc. w c� �c,.r�r-.� �o,n�nna, �w,nn, nib r , on ape �, osy cn,u ,�y , m8 mnn mine r ........ pa Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-1Sa 2011 but is included for information only. Contractors should acquire and comply with the ANSI/APSP/ICC-15a 2011 standard which ran be purchased at www.apsp-mg. 1. §5.2.1: Calculated pool volume a. Gallons: 12,353 ; or 1. 12,353 gallons _ b. Calculated Gallons: (surface area) X (average depth) X Z48 (gai/f A3) _ 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 31. 1.5 inches (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than item 2.) _ b. Minimum suction branch pipe diameter 3b. N/A inches (Calculate: Item 2. (gpm). Branch Pipes _(quantity) = branchflow rate (gpm). _ Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the 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 a 8 fps flow capacity the some or more than item 2.) - d. Minimum return branch pipe diameter 3d. N/A inches (Calculate: Item 2. (gpm). Branch Pipes_(quantity) = bronchflowrote (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 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) -filter factor_ (gpm/f -2)) F'lter factors: Cartridge=0.375, 5and=15, Diatomaceous Earth=2 5. §5A.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 Iwhen vuel Pipe size:1S" 2" 2.5" Nominal GPM e 8 cps 38 fi3 90 138 11 185 1 238 1 374 1 540 Nominal GPM e 8 fps 1 51 1 64 1 119 1 184 1 247 1 317 1 499 1 720 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 b. Total horsepower 7. Multi -speed pump selection (when used): §5.3.2.1: Pools 17,000 gallons or lest' select pump from the database with a Curve -A gpm flow equal to item 2 ar less. §5.3.2.2: Pools 17,001 gallons or more, select pump' from the database with a Curve-C gpm flow equal to item 2 or less. 'Multi -speed pumps must have one speed listed that satisfies this requirement. a. Pump model b.Pump flow (§5.3.2.1, 5.3.21: Applicable Curve A or Cgpm flow listed in database) 6a. N/A 6b. N/A or PENTAIR SUPERFLO VS 7a. _ 7b. 45 gpm 3/17/15 ANSI/APSP/ICC-1S Standard Writing Committee Form 1 of 2 iNSI/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 he N/A Heaters 4.3.1.3 No electric resistance heating u r mground spa with tight fitting cover with R-6 insulation, or for pool with ocumented pool heating from on -site solar or recovered energy. Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 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 auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for X servicing. 5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand. N/A Pool systems 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X System installed with solar, or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or X built-up connections, or dedicated pipe to and from the pool. 5.6 Directional inlets for mixing pool water. X 3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 2 of 3 CC w m-- > o E2 I"I 2j �oia� 3vv� W ECCD c viz o�3e tp V N cs_®gam in3 cn A 0 I d 0 o Z D GCD CD a o'�=tiaa w 'm�a PipW z 0W ii f Z U U EE- ?. ✓ IA a�K w o3s N UFa" ((rr]] OQ o-] M � g 3 3 s i N30 = I4 QQ cvt a w rE/1 vino& mina o a ffG77� a�ma W W w U ^ I""1 POW E dz v z W W E py E C 3 a W Pa �i /III\ TEp U a .. w 0..w NDoY ,a 00 E"U a.�0 goy c $ O 1m OWNU U, ZGU z��yy U Willa Z� yaNw �z O w A dO C, pia "'COST A z Ew cxh 6 ix >o affi s U�,�i pA jMP:E L^P4 a .�W zPQ G" o 04 C7 WAq� H 3 o� ,;,� mo 00 E- WE k7 m O CQ z z it C0 04 p7yJ UpO w o O NQ O M fzp�w M �0 O Ay E" 0FT. N O w A N o OOp W M w4 WZA 6oii o m 6���i �w as. rcowz� w om =o w ��� rn Cs7UPQ CA wRE 0 U W z