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HomeMy WebLinkAboutAPPROVED MERRIT STAMPED PLANSPOOLS BY GREG INC. WANTS YOU KNOW: A BARRIER OR ALARM IS Norr A SUBSTITUTE FOR PARENTAL. SUPERVISION. NO POOH. SPECIFICARON, 8 CHILD SHOULD BE LEFT UNATTENDED PARENTS SH{?ULD KNOW THAT ADULT SUPIMI"•IVISiON IS THE ONLY WAY To PREVENT Am ,. _ f �f --x �Ea)3,es.as.69N MAX WIDTH MAX_LENG-M 2 -4 ACCIDENT THEY SHOULD MAINWN CONSTANTJ CONTACT WITH THE CHILDREN WHENEVER THEY ARE NEAR. OR COULD � (a)3.£z.L6.69N 3x— N D �/ �' Q " MAX cal=PPiH GET NEAR ANY novy OF w AT'ER. UNFORTUNATIrLY, MOST ACCIDEM OCCUR 'WHE I THERE IS.A LAPSE IN SUPERVISION EVEN MI DEPTH - - -- (96a9e�r} (D} L'BZL 3.5Z,eL•6'.6 iJ. 9sc FOR A SMALL TIME. NEvERmELESS. PARENTS SHOULD BE AWARE THAT ANY BODY -OF Y ats POSES A RISK, ESPECIALLY FOR a�I ,e/s tas aI SHAPE /��' fAnl �/� ELEVI'SI`I{]�I CHILDREN UNDER 5 YEARS OF AGE, POOLS BY GREG CANNOT BE HELD RESPONSIBLE FOR ANY LOSS. DAMAGE, DEATI-t. OR (),Z €'az € 3„ ss,09.6e INJURYDUETOMAL.FUNCTIONORFAILURE OFABARRIER ORALARMWHENUSED BYi7HEGUST4Mm.FOR ANY nEASONBEY13Ni? L}IR�FROME3CCAVAT(Q1+;:HAtii. �!✓�%� ITS CONTROL UNDER ANY CIRCUMSTANCES. 'FOR ANY SEASON WHATSOEVER. THE CLISTC)MER ASSUMES ALL RISKS DIRECTLY A " 4947- � (_ � o L � h h � A. � V ` LEAVE .. � b LEAVECi SPREAD' OR INDIRECTLY RI L ATED iCi MALFUNCTIONING OR FAILURE aF BARRIER OR ALARM. FOOLS BY GfIEG, INC, MAKES NO CLAIM �-• ti co ` o LEAVE -MOVE -THEN SPREAD WHATSOEVER TO THE DIFFERENCE OF THESE PRODUCTS. t� p U �; is • t Lsv , o � E)C M FILL QMPACTtD /A14C JOBENTRANCE TILE INt FINISH :5r& a.£9"b£ .5Z aZ H�2lad o .Li'6Z BZ'LZO r+i STEP TILE. � ti•/ i - Jul d O70 FILTER �� p 6 PUMP 3aN3a1S3U 00 G3s0d08d.w Zn � MOTOR H.P. Z, - ::EP.a TIME CLOCK x Z 9s tZ %' „�� I d BOX ,E9'91 Haaad L 2;,3 _'dpd z9'�£ e [ ao.s,aa-gv"CA LIGHT " / TRANSFORIOIER Z ' .Lviz .15 MAIN DRAIN � " 0Z SKIMMEII I (n3UNIV80 f OE•LZ 7-,.00Q Z a3SOdONd i INLETS THERAPY 'WIM,OR LADDER ��� d is � Ti l4 s HANDRAIL o '3'G GNV rr .SZ [}IVE 8Q ^' SLIDEAl (at ON) a i� a%s � ).Z v9Z L M.S�Z.L .6qS ac GNJ s HEATER/f i»F�L!_Zr� TAN ^!�A ` 5-x 51SVSxDNl2#V38 VAC. HEAD A VAC. HOSE a a g n VAC. POLE /n/GL BRUSH1410L - %r% LEAF SKIMME /� TEST WT ' % '� % Jrlti�/il 30- .T.Ii�iii OtiFq�l•� ':- r' ��L£'.�13% �fj' •�� �/�� �R G!� � VA file �u7 �Cr f'r ,s.f. °et a • CHLORWA-' 61 e' FILL LINE r `'::,IZxJQMISH�t 2 ! .gar eL itz ._,_ ov I�FLaw LINE �'�.� POOL CLEA 1W>0,AkL 5 r TREE REMOVAL � � S T UMP REMOVAL � 4 G.�1Ir= L 96A'(;'1 e, WATLA 8 ELECTRIC SUPPLY r� lf�— 4n(�'TFf , BACK WASii LINE `Ip" CTItI� �F}/l f ` �rL�lr? f� -"A , '��� l�i C� ,4? 3'i S` �Agis=rfp ' SPA 2�[ 55�� _ �H�rJ "�" scREI=n1>=NCLasI�`R �2 FOOMRS ry -yam G O Id/um69t a�IP. I> �aL� r r �:, ���. _V y4'-' ELECTRICAL HOOKUP \ - - PATIO CeAZ7" COLOR/ikYs�G(,, EXISTING PAUO lac � I IMr�I` i PLANTERS , DECK-0-DRAIN— 1AIC F/T7-�` r.. APPROX GALLONS 7' -- PUMP G.P.M. tI APPROX. TURNOVER TIME —HR. W4, CUT & CAP sI"FrIN}sU"�5 Qt SAFETY FENCE COLOR Cfll a✓FFiS '� 12'" !�' 2 !' ' b1 SOLAR SY,._„ -/ll YESov L C, J/ eaD `l �-� BRtcK ✓ 6vW�co 2 X S153 -� ► Gl,J : Jal{ 8 X fi ' i %b I�A 2 2ltsiL �f'oc L 2G ru 2n/S SHEET TILE OVERPOUR VAe Lepte MOSAICS ✓ f1(uai4. i�2lvr:J, _ _..._ ,Q�2 13Go4e)C2 M&RRS ICY ASSUME AND AGFIFE 70 TIRE PFORROZ CFTM +a01MCTFM P= COMMUCTM AM APFFOM E _ e r . t THm PLANS WINCH ARE MADE AFWU OF RM CMIRACT HOMEOWNW'SASSOCIATMN FIEWREMENTSr RULEPOOLS APPROVAL SHALL BE THE RESPONSM11.1W OF TM OWNER. (�Ljq C2 7 �.1 0 INSTRUCT BABY-SITTERS ABOUT,POTE IAL L HAiA DS TO YOUNG OWNEW AGENT SIGNATiURES- J CHILDREN AtsIQ ABOUT THE US OF PS C DEVICE SUCH A5 DOOR ALARMS AND LATCHES_ EMPHASIZE THE E FOR CON NT SUPERVISION. Irl DURING SOCIAL GATHERINGS AT OR NEA A o A -DESIGNATED WATCHEWTO PROTECT U G CHILDREN FROM POOL DATE: ACCIDENTS. ADULTS MAY TAKE TURNS B IN T]!E WATCHER OTHERWISE. ADULTS MAY BECOME PREOCCUPIED AN A UME SOMEONE ELSE IS WATCHING THE CHILDREN. It IF A CHILD IS MISSING, CHECK THE' POOL ST. SECONDS COUNT IN PREVENTING DEATH OR DISASIUTY.60 THE EDGE OF THE POOL AND I)-} At K SCAN THE ENTIRE POOL BOTTOM AND 9 RFACE. AS WELL AS THE POOL AREA. It DO NOT ALLOW A YOUNG CHILD IN THE POOL WITHOUT AN ADULT. � �� I r t1. L, �2 N (! IL•%r! 1P �i I A .1 / �� IR DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY HAVE HAD SWIMMING LESSONS OR ARE WEARING A LIFE JACKET. III LEARN CPR (CARDIOPULMONARY RESUSCITATION) BABY-SITTERS AND OTHER ��f ��� KNOPFI CARETAKERS, SUCH AS GRANDPARENTS A14D OTHER SIBLINGS, SHOULD ALSO / 2 R KEEP RESCUE EQUIPMENT BY THE POOL, BE SURE A TELEPHONE IS POOL SIDE 91 y POOLIpp b a ROW OF TILE -� TO ELECTRICAL PANEL WITH EMERGENCY NUMBERS POSTED NEARBY. SLOPE ttd'FOQT MANUAL NOT, STATIF0 SW Digitally si ed b ruin R / POINT R LUIR F GRATEUAIN D AIN A ,_ `T � 9 Y Y R REMOVE TOYS FROM IN AND AROUND THE POOL WHEN IT IS NOT IN USE. TOYS +'GREG.11NIC.gF 7 ATTAC AUXPplPU14INpRAiNAr]R p-7ILE FORMOTr clac �u1.P Rod%riEs CANATMACTYOUNGCHILDRENTOTHEPOOL� 7T. R ��-:2. OrC E:w. - # r EMPT 11m POOLAPLINE LYFfEN '� FOR MOT e><uGYi7 \/ 4R 4 ` P.N: C-u Unaffili ed, 11 NEVER PROP OPEN THE GATE TO A POLL EMFTYrrfG POOL i W SLAB W. al rE f C a TU T L F, g LOT u �OeI41 00000 25DB6E2C III NO RUNNING, PUSHING, WRESTLING -OR DISTURBANCE IN THE POOL AREA..NO JUNCTION BO% S.W IN PRECAST GRATR SMALL BE SECURED IN 213 Ox KQ�8I -Ma vin R CHEWING GUM PERMITTED IN THE POOL AREA (PIED CROSS SAFETY PATIO S.F. PLACE SO THAT TOOLS ARE `� va- n SUGGESTION FOR THE PREVENTION OF CHOKING). 5' TR WALLS POOL '��` ' 0 DON'T LET LONG HAIR GET NEAR -A POOL OUTLEI:THE SUCTION CAN CAUSE �� REOIltAEpFpRRE#AC3YAL tAASTitRimis Ono ilrcy � r � S SPA S.F.L F. PLAST! Fi:rlNlst! _ FOA rOniS OVER 6 a' LlfaFti GRa 'n L I D e: 1 2 01 2 IiAili OR BODY ENTRAPMENT AND I7RQYININE3: { ,n POOL �y PLASTIC >btAir� DRAIN T+ DEEP +s SHOE BARS I,4aTL1R. ETC. iYlrB11t1 5KlFAME 0' SWIMMING IMMI[� G IP�AY�I�, L FOR: 3HRE�Ei31�LL+ - a ,z• c,c As S�av�N � HAVE A FIRST AID KIT AT POOL SIDE COMMENTS �Y " NOTE: POOL PUMP MOTOR �r rr' ` 6' 3K FLOOR M GRADE. / 7'L7hdP %iE�R aVi14i ALONB. ti f - STEELTEx FOR OR Lac -ABOVE - N NO JUMPING OR DIVING IN THE SHALLOW AREA CI :THE POOL KRAFT WALL I5 GL �K L 1G51, F;AIEti DON'T ALLOW CHILDREN TO PLAY AS THOUGH THEY AI•'IE URDWNING -A FALSE �, J TorUraP e1AIr�OraA CxTCHER ALARM MIGHT D ELAY A RESCUE IN THE EVENT OFAREAL EMERGENCY. //,!/� �`p % _I Ni7TE ALL POOL !� !/O J 9I451Z ! 7 A III IkI D F-iC L.1V . TYPICAL SJrCTiDN THR .faCB© PctslHLi a v.0 IM WHEiV DIVING. ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY TYPICAL WALL RECTJQN $e WELL POINT ELECTRICAL DIAGRAM ""' r `" "` OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD. NO SCAM NO SCALE PIPING SCHEIViATJC DIVING INTO SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES �Jt i NO SCALE CAUSING PERMANENT PARALYSIS. NEVER DIVE INTO AN ABOVIA-GROUND POOL No scAl>: N AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER. / CPIC 1458338 -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 FBC -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 Q O N SWIMOUTS (NO SCALE) PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION Vacuum (In Hg) X 1.13 Feet Of Head 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 '.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. 6 ft. 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 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 X WATERLINE 04 X a Z 0 X 0 !n 0 N 4 ° 0 L_ a 4 ° a N A ' IL 0w4. GRATE SHALL - BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL TRENCH DRAIN - GRAVEL Y," PER Fr. MIN SLOPE NOTE: REMOVE GRATE & WELL POINT PLUG FROM MAIN DRAIN & ATTACH AUX. PUMP LINE WHEN EMPTYING POOL OVERPOUR OR CAP TILE WHERE APPLICABLE ' •w ., y: •: :. 6"x6" TILE GRATE SHALL 4" SLAB BE SECURED IN INTERIOR 2500 FIBER MIX PLACE SO FINISH 4Y2" TYP. WALL-3,000 PSI GUNITE THAT TOOLS ARE REQUIRED FOR REMOVAL .. STEEL-TEX FORM ,f OR KRAFT WALL 6" TYP. FLOOR ' TRENCH DRAIN 3,000 PSI #3 @ 12" O.C.B.W. GUNITE NOTE: FOR DEPTHS GREATER THAN 6' ADD TREADED . •.' i. + :.7-.:r`. ' r (1)#3 COVE BAR @6" O.C. PLUG . `':. GRAVEL BE - TO PUMP TYP. WALL SECTION & WELL POINT (NO SCALE) OVERPOUR OR CAP TILE WHERE APPLICABLE 6"x6" TILE SPA BENCH 18" BELOW WATER LINE %i' 4" SLAB 2500 PSI FIBER MIX 4Y2" TYP. WALL-3000 PSI GUNITE STEEL-TEX FORM OR KRAFT WALL #3 @ 12" O.C.B.W. 1 rst 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 -32' CHANNEL ,�i. DRAIN S.S. PIN EPDXY SET IN PEDISTAL SPA DETAIL (NO SCALE) y, ? PUMP PRE-FAB TOP 4EA #3 REBAR FROM POOL FLOOR INTO SOLID POURED PEDESTAL 12 12" ROUND PEDESTAL TABLE & PEDISTAL (NO SCALE) (2) #3 REBAR OR (1) #5 REBAR FOOTER DETAIL HEATER CHLORINATOR PUMP W/ HAIR & LINT STRAINER PUMP W/ HAIR & 7-- LINT STRAINER HEATER BY-PASS F 504VR p00E 0?1N � 3 x32 O�pNER 3 X32N CHNNNEE ORpW 1,011 E 0 PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC. 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 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 POOL LIGHT JUCTION BOX z_ YARD BY CONCRETE PATIO z POOL PATIO EQUIPMENT TREADS TO BE N BOND TO ANCHOR SLIP RESISTANT CROSS BRACE WATER LEVEL N 12 VAC FROM .�:; ° UNDERWATER 7 : POWER SUPPLY g" STEP DETAILS LIGHT SIZE AS DETERMINED 1. TREAD IS MIN OF 10" WIDE. BY LICENSED ELECTRICIAN 12" 2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT 3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM POOL FINISH tit1" PAVER PATIO ;.• 12"W x 12"D x30"L CONC. STEP WHERE DEPTH IS 4' OR GREATER PVC FOOTING WITH (4)#3 BARS ()# 4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. SCHEDULE 40 PVC SLEEVE CONDUIT NO BONDING #8 GROUND WIRE OR GROUND REQUIRED STEPS NICHLESS UNDERWATER LIGHT DETAIL BONDING DETAIL for LADDER and/or RAIL (NO SCALE) (NO SCALE) (NO SCALE) POOLS' by cGREG,I„C DECK 1 ROW OF WATERLINE TILE 3' - 0 " WATERLINE *SLOPE MAX 5' - 619 ucllr 11 #3 STEEL @ 12" O/C E.W. 6" THICK ND COMPLY WITH ARTICLES 5.6.1 THRU 5.6.3 THE SLOPE OF THE FLOOR FROM I THE SHALOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1 FOOT IN 7 FOOT 5'-6" 19'-6" 3'-0" �o �8 1 -0 v 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 g07' pm 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_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_>»_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 .10' 2.5' 88 gpm 0.05' 17 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' 712 gpm 0,03' DESIGNED FOR: POOLS BY GREG MERRITT RESIDENCE 2205 RIVER HAMMOCK LN 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 PBG-MERRITT-HIGH STEP 1 STEP 2 POOL SPECIFICATIONS SELECT EQUIPMENT STEP 3 OF 3: TDH CALCULATION POOL Specifications Pao[ Volume(gallonsl: 11347.00 gallons Suction Lift: 1.50ft Turn Over Ihours): 6.00 hours Filtration Ft.. Rate: 36.00 GPM Maximum Flow Rate 112.65 GPM Selected Components SELECTION MAIN GRAIN ❑� NOMAE 1 INCH RETURN AVAI L<aL E ICHLOR 30 2..12.5"3 WAY VALVE CLEAN AND CLEAR ULTRATEMP QUANTITY MAXI MUM PIPE VELOCITY IFT/SECI ICONSULT YOUR LOCALCODEI 1 TOTAL PIPING LENGTHS IFT) SELECTION 3 �}1 11 DEGREE ELBOW 1 � TEE THROUGH 3 1 1 SELECTION / MODEL OU ANT ITV VpINTELLIFLOVARIABLESPEEO.VS+SVRS.VF.ORVSF 1 SUCTION OUTLET 8 DISCHARGE 8 INLET 68.00 DISCHARGE 74.00 QUANTITY INLET 6 DISCHARGE 1 1 INLET 0 DISCHARGE 2 Results: Your TDH Calculation Flow Rate 112.65 GAL/MIN Max Flow Rate at Max RPM: 112.65 GAL/M IN Head Loss 68.18 FT Head Loss at Max Flow Rate at Max 68.18 FT RPM: REDUIRED MINIMUM PIPE SIZE Inlet Piping: 2.50 Discharge Piping: 2.50 PUMPRPM Flow Rate at Selected Pump RPM: 112.65 Pump RPM: 3450 Head Loss at Selected Pump RPM: 68.18 SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION 110 too 90 - 2 n 80 - 3 70 U i W m 60 - O 50 ° - a v 40 A v 30 - - zo - o' 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 ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES 30" WIDE s 8'8" HIGH a 38" DEPTH CLEAR WORKING SPACE IN FRONT OF ANY PANEL BOARD PER 110.28(A), 110.28(2) AND 110.28(3) OF THE 2017 NATIONAL ELECTRIC CODE uaszs r aA.r, 60A 240V 2 POLE TRANSFORMER BREAKER-(2)#6 THHN GFCI 20A 240V 2 k (1)(j6 GROUND POLE BREAKER-(2)#12 W/P W P THHN & (1)#12 GROUND W P ZtlG.F.I. DISCONNECT DISCONNECT Pool TIMER WI TOGGLE-SWITCH 9IE: WATER PROOF G.F.I. O N.E.C. APPROVED MUST NOT BE MORE OPTIONAL 1" PVC CONDUIT THAN 20' FROM POOL EDGE AND NOT POOL 3-({12 IN WITHIN 6' OF POOL EDGE HEATER 1/2" CONDUIT N.E.C. 2017 SEC. 880.22(3) � #8 SOLID COPPER WIRE TO EQIAPOTENTIAL BOND #8 SOLID COPPER WIRE TO GROUND ELECTRICAL DETAIL OPTIONAL 2ND LIGHT JUNCTION-BOX(S) MIN OF 8' ABOVE POOL DECK POOL DECK 11PSP Pi Sp`ter Wonals• PBG-MERRITT-LOW ANSVAP8P4CC 16a Et1ERGY EFFICIENCY COIPLU1NCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS 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 Bred 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 ST (SA)y ANCHOR WITH #8 SOLID COPPER BOND WIRE WITH APPROVED CLAMPS #8 SOUD COPPER BOND WIRE WITH APPROVED CLAMPS LIGHT NICHE 18"MIN-24"MAX 1-#8 SOLID BARE COPPER CONT. PERIMETER BOND WIRE WITH APPROVED CLAMPS 4" TO 6" BELOW OE1GUNITE SUB-GRADE BOND To EQUIPMENT ALL-INGROUND POOLS -#8 SOLID BARE COPPER BOND WIRE WITH APPROVED CLAMPS ®(4) SIDES OF POOLS BOND TO POOL STEEL E9UIPOTENTIAL BONDING DETAIL 3X 1/2' SHEET METAL SCREW 1344' x r; TAP CON HEATER 2" GALVANIZED ANGLE BRACKET OR PUMP/FILTER FRAME (TYP) 3 t/2" thin: THICK CONCRETE SLAB Il HEATER FILTER � POOL EQUIPMENT ANCHOR DETAIL ✓,> PENTAIR TDH CALCULATOR PBG-MERRITT-SPA STEP 1 STEP 2 POOL SPECIFICATIONS SELECT EQUIPMENT STEP 3 OF 3: TDH CALCULATION Pool Specifications Pool Volume (gallons): 700.00 gallons Suction lilt: 1.50 k Turn Over [hours): 6.00 hours Filtration FlowRate: 36.00GPM Maximum Flow Rate 89.89 GPMNO Selected Components SELECTION QUANTITY MAXIMUM PIPE VELOCITY [FT/SEC) SUCTION OUTLET 8 Icausuu rouRLoaLcoou DISCHARGE 8 MAIN GRAIN 1 TOTAL PIPING LENGTHS IFT) INLET 46.00 DISCHARGE 54.00 SELECTION QUANTITY 3/8INCH RETURN 6 ❑� J 90 DEGREE ELBOW INLET 6 AVAILtABLE DISCHARGE 18 TEE THROUGH INLET O DISCHARGE 7 SELECTION/MODEL QUANTITY � SUPERFLG VS 1 "It Results: Your TOH Calculation Flow Rate 89.89 GAL/MIN Max Flow Retest Max RPM: 89.89 GAL/MIN Head Loss 33.10 FT Head Loss at Max Flow Rate at Max 33.10 FT RPM: REQUIRED MINIMUM PIPE SIZE Inlet Piping: 2.50 Discharge Piping: 2.50 PUMP RPM Flow Rate at Selected Pump RPM: 89.89 Pump RPM: 3450 J Head Lass at Selected Pump RPM: 33.10 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 ID a 30 p 0 D N m I F w ( n 0 10 20 30 40 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. 880 PER FLORIDA BUILDING CODE ADAPTION OF THE N.E.C. 2017 SEC. 880.28 EL