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HomeMy WebLinkAboutPool Plans11 PLVtA0W& KEY 2.5"- ((� T .---- 2.5"-- :ref $PCT71*A) 2.5" 5PIO.30 G-17PAi 33 -- - 53 •- 2" 5)(PqA=4R ----- tj r 2"- j3ti 6L 5A 0—IS---' 2"- (3) s2l zjK TCr5 --- v ---n-- b M POOL SPEaFIC ►TIONS Max width # Max length g Min iepth��:t Max Depth* Perimeter ` Area 3O? -0 F-r Elevation FIELD 5E 7 Dirt from Em 14A 01. Returns vac Stub Cleaner ` e609 (o1'Eijr !v'-#o $ REFLAC15 Other Plumbing C?per'' L t3ulLdr v�liTi- /V O& .ASP Cz;Af G7" /I BOX, i^ii1 dine hrerilo�v } WIAFE goP'`7 A;Ec, 9-U,dtotO FIRiot AMD o T 66//17�R fti R Tile { ' Step Tile YE � _� Cantilever tt�G? Btrilnose—�_....�.. OVI H YA R V Fes-,- ` .. Pi -A C, z)orz: Raisebean(s) 9U Ox or i BENCH f OEM r [1�19 I wJd-, j,L � ��1i t Iq a Xff� ;/ LED 3— 3 — lei b----"`""®� } 1�._.. a _. 3 r� - gam---�-gyp Y -.a..._ - -- ..... - V IMR C14 � Eii - 0 - =fj (T"F- CAPPED) 0� irartsforrnert p.? �c�a �`"" v 3� 3box �.Timer itir� Automatic Controls Patio Type ?} ' Sq.Ft. ( jet;."AF-T Color OL4,1 A-PX6 c GIG, Existing sq. Ft. ` 9 ;9 t 3 64 Footers YE6 ' w/steel #5 Z`"S No Termite Treat Interior finish Pump PE:iTTRIP, H.P. V _-5 54>60 Chlorinator YES NO 5fij-7- —7-- 18ench Handrail A.)C3 Gallons Turnover Time- Nrs, 3 Mins.� Cleaning Kit V E L L;'i` Hedter � g NE- 1 � f P # lic>0 'eTv �c�i F&mboard Survey YF� NC? Ci7" " Final Survey YES NO Compaction YES NC>�.. rM .IM FORM & STEEL INCORPORATED dba IM CUSTOM POOLS INCORPORATE'© ��aaaarrrrr 72-486-0821 �N'p GL.E � o Lic a o �ck�GcPes4 ass s F T *: No. 68212 11-17-2021 = ' SST FILE', COPY M. Randall Rodgers, P.E. �'— FL Lic. No. 68212 ONE16 Engineering & Consuiting LLC 1801 Hazelwood Drive Ft. Pierce, FL 34982 PH- (7771 7n1_192A "PLIAAJOKEY" 2.5"— (03M TC15 T — T 2.5 :rer jt r,-rio tl -- V -- T3 -�- 2.5A 5,110 _M 0 7PAf ---- 33 -- 63 -= 2-5"-- 170%. 06(R3#)L}AAIM 2"- VAC• LY4NF- - V V 2"-- (3) fll`1K JW5 -- D 0 WiAF_ aoP7 NEt- tv9io,AlaCL� a" 12 a - --a ._..._ E �- --- I A atv C HR , -,A IV I vF IDO OEM r a 1 I - s_ 1 R`� a611 T3h � 3� L 17�, LEV Igo � I f l C3 it 0 js3 X 4" j I Q III - - I � -� 1 OfV ` S3 ---- S5 33 -- � 3� .--.M V V T. ..._ _ .,._ 4. .._.. T M III, U 4 ab o COVERED �~rn �� �► a�i�t-=mil �y WATEA ALi4A$4 WITH )'j9 A 3 Fj��.ly PAVER FAT70 a �� J, v� °$ y,t ARR �i I I IVI II El z� a POOL SPECIFICATIONS Max width �; Max Length 3gi Min Depth 31(0't Max Depth 5*01 Perimeter q q ` Area 8 o`_40 r-7- Elevation Ft EW 5E77— Dirt from Exc. alp vL Returns vac Stub Cleaner tither Plumbing ,)VCC4kTF_r*4 LIE0 OWOO .,6A Fill Line AX> Overflow V0 Tile 0?(dau Step Tile Y AE5 Cantilever tUC> Bullnose � Raisebean(s) Light ,gv'4 rTrartgormerCa) Jbox D�Timer y}C? Automatic Controls _4;5Y 7-.OV .W $ 11,;/.3P947-- Patio Type PAyoe— : - Sq. Ft. & 19 `.6Q F7_ Color 0LA-1A-1 R.S Existing Sq. Ft. ya a' S a? Fr Footers E-6 wlsteel #5 ES NO Termite `treat Y E 3 Interior finish GIE Pump PVA'rY#g1R H.P. V.S30 r Chlorinator YES NO Bench A Handrail "C> Gallons 157500 Turnover rime Hrs. 3 Mins. Cleaning Kit V E I! OX F_ Heater ur__Aj.& j -!C,>0 0 0 Formboard Survey YES NO/�C7Tj� Final Survey YES gNO Compaction NO St%Gk l=1 ZZ, COMMENTS Le� evevLtR is YE R 74 ?rl 0 d� ��T,rjk WR7Fn ZRI tvl 1 JOB SITE l 3ov�r�i tea A Ntj4t it) r� ti ,C—ONTRACTOR JM FORM & STEEL INCORPORATED dba JM CUSTOM POOLS INCORPORATED #772-486-0821 Lic-#CPC2458456 ���Q.P-•�CEIyS= i 08-04-2021 -,o, �- - CODE C01VIPLIANCE '''S�ONALE�G`�. w UJUECOUNTY M. Randall Rodgers, P.E. FL Lic. No. 68212 1801 Hazelwood Drive Ft. Pierce, FL 34982 PH.- (772) 201-1634 t;o' >WO —Pool construction complies with F$C 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 AND VISUALLY SET APART FROM POOL O N SWIMOUTS CND Sf.N_I:-) PRESSURE GAUGES INSTALLED ON RLTER PUMP FOR FINAL INSPECTION Vawun (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 POOTJ 2.5" SPA MAIN DRAIN POOL DETAIL CND SCALE) OUTSIDE ANGLE OF RE SE 6' AND RLRfFIER - 4- THKX WALLS W/13 F HAR 012- O.C. EACH WAY 3' TO 6' - 6' THICK MALLS W/13 REBAR 01r D.C. EACH MlY Cr TO 3' - 8' THM MALLS W//3 REBAR 012' O.C. EACH WAY 9 fL d- • co • ao i J-� MISC. NOTES 1. _ ;r • v LT « ores. :n•,ns• � u••Lc «u N • r is :�, n • „� NOTE REWM GRAZE A WELL PONT PLUG FROM MAIN Wart A ATTAM AUX RM LME MEN arrmic POOL . GRATE SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL Y,' PER FT. MN SLOPE BRICK PAVER PATIO W TYP. WALL--3,000 PSI GUNITE _— STEEL -TO( FORM OR KRAFT WALL TRENCH DRAIN — IF @ 12' O.C-B.W. GUNITE NOTE: FOR DEPTHS { : . GREATER THAN 6' ADD TREADED PLUG , - :.: (1)3 COVE BAR 06O.C. GRAVEL BE TO PUMP TYP. WALL SECTION & WELL POINT CND SCALE) GRATE SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR RENAL TRENCH DRAIN BRICK . COPING 6'x6' TILE WR 6' TYP. FLOOR 3 000 PSI BRICK COPING 6'x6' TILE SPA BENCH 18' BELOW WATER LINE GRAVEL PAVER PATIO 4k- TYP. WALL-3,000 PSI GUNITE 6' TYP. FLOOR STEEL -TO( FORM =:tv: OR KRAFT WALL - f. . 3 0 12' O.C.B.W. TO PUMP SPA WALL SECTION CND SCALE) VENT LIB NOT TO BE FURTHER THAN 40 FT FROM POOL 25' MAX TO AT WET LENGTH PUMP : TVW = t , ? %. CHANNEL 3'ti= DRAIN TD-: LTER PUMP AIR VENT SPA DETAIL CND SCALE) /8 COPPER To GRID HORIZONTAL INSTALL /8 COPPER TO (X110 VERTICAL INSTALL PoolBond PB-2008 Install in Plumbing T at least 3" Below Water level in Return Piping.lnstali ETCMTION INTO THE MGLE OF SSE IS ALLOWABLE PROVIDED- in sprinkler box far easy access * SHORING IS NSTALLED AT EXCAVATION AND SHORING SHOULD BE PCB` SUFFKMvlfr TO SECURE SOTS FROM EROSION OR SEITUNENf ANY DOES * ACD�Esr I TM � �r WATER BOND DETAILS FOR PRIOR To THE PaIWiG OF THE PATIO NICHLESS LIGHT SYSTEM ft. 0 41 O� rn it - 4• - � o Zo a - :3 a. Zo aA d POOL LIGHT JUCTION BOX YARD BY Z cs� POOL PATIO EQUIPMENT WATER LEVEL 12 VAC FROM UNDE RWLim ATER POWER SUPPLY STEP DETAILS SIZE AS DET€RMINED 1. TREM IS MN OF 10' WIDE. BY LICENSED ELECTRICIAN 2. BOTTOM A Tar' RISERS MAY VARY N HDIXIT 3- RISER W WATER THAN If EXCEPT BOTTOM STEP WHETS DEPTH IS 4' OR GREATER C ALL STEPS TO BE Sall QMIE 3000 PSI PaOI FlFISFI \_ I' PVC SCHEDULE 40 PVC SLEEVE CONDUIT NO WING QR GROUND REQUIRED STEPS) NICHLESS UNDERWATER LIr•HT (NO SCALE) DETAIL 12" (2) #3 REBAR OR (1) #5 REBAR • 1 • I I PAVERS 12" FOOTER DETAIL (NO SCALE) HEATER FILTER CHLORMIA BEATER LAY -PASS fi* t� �P too 3 vo 0 ORO 00 PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC. "= & MW W/ HA;R t T— UK STRId!ER SWGLE CHW41 DUAL Du T CMP 25506-32X VGB PER FRC4501-6-s COMPLIANT 32" CHANNEL DRAIN COAPLOT w/107-2.1 OF TFE 2020 FLORIDA BUILDNG CODE LISTED TO ASME/ANSI A112.19.8 32' CHANNEL DRAIN AND SUMP 25506-320-000 *THREE 2' SOCKET x 2.5' SPIGOT PORTS *DEBRIS GUARD INCLUDED *38.79in? OPEN AREA *IAAI'O LISTED FLOW RATES *WHITE PVC BODY *COVER GOES OVER BODY TO {;CUE FIISHED LOOK TO PAP The ma>mrmm flow rating for Un suction fitu ng with the center part plugged and outer pats open is 308 GPM (floor) and 212 GPM (wnnl) when using 2-5' pl rrnbirng and 268 GPM (floor) ord 192 GPM (wall) when using 2' pArrnbirng. The mamm rn flow ring for His suction Fitting with the outer pats plugged and the cater part open is 200 GPM (floor) and 168 GPM (wdl) when using 2.5' pkrnbang Od 184 GPM (floor) and 176 GPM (wall) when using 2- planbing. I v W T 9 Tylcl IM 4]nI441 CPC 1458456 DECK 1 ROW OF WATFRLW TILE WATERLINE MAX 5'-6" L 1 #3 STEEL @ If O/c EW- -EVEL FLOOR 67 THICK FLOOR SLOPES FLaaR SLOPE SAL or REASONABLY IlWIN Ra COipLY wlki ARTxx>•s 5 W Tim 5- TFE SLOPE fi irE BOOR FROM TFE SFW.aI EIO M' 1tI1IFiDS RE OFEP AREA SHKL NOT UMD 1 FOOT IN 7 FOOT —0 32'-0" TYPICAL SECTION THRU POOL CND SCALE) WALLS SHALL NOT SLOPE TfM Gl�AT1R 1t' 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. OL 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 INTEWFLO VS3050 H.P. 3 Total FLP: H.P x service factor.1 Hp. or more rrxxat be 2 speed or variatile speed FEr Make PENTAIR C&C Size 150 Filter mffL area based an fairturnover low rate pool gal / 360 min. = Flow Halo Divide &P.M. by Cartridge = .375 or Sand =15 or D.E. = 2 TWne Cater make ON PUMP Model ------ Cordrols must opera a mirwnum of two speeds. The Watier speed override is rot to exceed one sternal cv& or 24 txs. withever 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 M 0.10' 2.5' 88 gpm 0.05' 17 gpM 0.09 3' 136 gpm M04' 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 ONLY 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 verity @ 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 SUPPERFLO VS H.P. 1.5 Tod RP: H.Px service Mclor. I H4k or mare n st be 2 speed or van" speed Filer Make N/A Sae --- Film nin area based an ft turnover low rate pod gaL / 3W rru6n. = Flaw Rate Divide &P.M. by Cartridge = .375 or Sand =15 or D.E. = 2 Time CoWd ler make N/A Model ------ CartroIS must operate a rniromum of two speeds. The override is not to exceed are norod cKia or 24 hr& wtidlewx 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 M 0.10' 2.5' 1 88 gpM 0,05' 17 gpM 0.09 3' 136 gpM 0.04' 181 gpM 07` 4' 234 gpM 0.03' 1534 313 gpm 0,05, 6` gpm 0.02' 712 gpM 0.03, DESIGNED FOR: JM CUSTOM POOLS ROCK RESIDENCE 51 SOVEREIGN WAY N. HUTCHINSON ISLAND, FL ``11111Mlitrrfll' `PN'0A L.L RpOCi,�i MS*ALL ROW. WM2 =1. Dense No. 68212 _I801 UazdwaodD = = Fl, : !r 1 � TE ***ELECTRIC NOT INCLUDED*** PREPARED BY: SHEET: STEVE HORST 2 DRAFTING & DESIGN SERVICES (7T2}�1.7846 steveCe 3 PENTAIR TDH CALCULATOR JM-ROCK-HIGH STEP ._.- `'Er , F 3 TOH f 4! +II,ir.A+iOt. Peal VelaRMigaRensl: 15580.00RMMas Suction Lit t.SoIn TvaOrer fAeasl. 6.001oos FHtratiex Ftew Rate: 4u.+D6 GPI4 Na>etam Ft -Rate 104,25 GPM .. _ NAAMiTM ME VELOC" IMSECt SUCTION OUTLET 8 • a DISCHARGE 8 ,yy+A"y:r MAW GRAIN 1 TOTAL PIPING LENGTHS IFT) INLET 70.00 DISCHARGE 98.00 t RIG[ RETt" 4 90 PEGREE ELW W INLET 6 - DISCHARGE 12 cleal3n 1 TEE TNRIXTGR INLET O DISCHARGE 3 r x 2.5' a WAV VALVE 7 ,w,• CLEAN AND CLEAR 1 tATRATEMP 1 NftE1.L1ELO VARIABLE SPEED, VS.SVRS. K. at-1 1 t R-Rate 1L14. 25 GAUMIN Max Fora, Rate at Max RPM: "C4.25GAL/MIN NeadGss 71.?CFT Head LossatMaxRowRateatNu 71,710[ F RPM: low ppitti 2.50 0-har9ePOW- 2.50 Pv4P RN Ran, RateatselettedPtffl*RPM: /0(e25 PmgRPfh 30 J Heat Loss at Selected Pump gent: 71.70 SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION i f 0 20 ill 40 do N0 120 to Clean System Corre -Pump Corve R Desired Operation Point - Cleat System A Pump Operation Point' - I ;j4 1A sp The . �;onalJM-ROCK-LOW ANSWIPS1011i 15. ENEMY EFFICNIEiCtt C01111P1.MNCE RIFOR MTWIN FOR NESIDEMLIL SVVNHMNG POOLS PROJECT NAME: AND ADDRESS ROCK CONTRACTOR NAME „ JM CUSTOM POOLS OWNER: CONTRACTOR PHONE. tYrTE- 8A 21 PrpfesslaWsIAPSPI. I is rWt DZMt dtheArrlaican NatbrMl StarZ ANSIIAMPjiCC- 55a 2011 but m Z'Id'ed fm erfarmaUan antrrrComractms should acyuxe and tempi, with the ANSIMPSPACC 15a N711 sWn dxd which can be pudused at www. a Pw o,g 1. §S2.1: Calculated pad volume a. Gallons: 15.500 ;or L 15,500 b. Cakullated Cw)brts: _(stnface wem)X _ Icve•oge depth) X 748 /9aljt"3j- 4 §S21: Calculated filtration flow rate 2. 43 gprn - (Poo) tiolume = 360 or 36gpnh whichever is )argerJ 3. 1155.1: Pipe sizing: a. Minimum suction pipe diameter 3a_ 2 inches 1,rer thes ttett pipesaefrom Tabk 1 with a 6fpsflow caps " the sane ar more (hanitem 2.) _ b. Minimum suction branch pipe diameter 3b. WA lnd. 'Cntc-re: item 2. fgpmJ- Eronch Pipes_(rtuam::yi-bmnthftnw.�affi _(gpm). - f..:�r th:;maiks,l Dupe sae from?aGec1-.aKhp6Jps fbwtapaciN thr same then 11, calculated ' ':c�bronch )icwrate.d c Minimum return pipe diameter Sc. I.S fiches f'r"the+ .kit P1Pesirefram robk l with a8101faw capacity th= same a•more tho-aht, 2,P d. Minimum return branch pipe diameter 3d. WA bathes (Colcwlo i'.Z tgMa) - Bra hPys-._-..lquarrtkY)=6raxh/low rote _fgpm). _ Enter thesmoaest Dye uretom Table I site a 8 fps fbw capacity the same p-ne, than the cakulated rehrnhtmuh/lowrawj 4- IISAJ: Filter type and size: a. Fitter type: (Cartridge, DE, Sand) 4a. CART b. Minimum filter area ,b_ 114 s4-ft. _ (Cpk.iP(: Lem 2. _.tRP•d a *IQar_ dgpaa7t"zJ) Fdar)Pctwr Cbht idgc=41375 Sard`LS, Valloria0ftius Earth--2 S. §SA.2- Backwash valve: _ yes, _No? WA _.X 1WAentrsbgpboctwosh rplve, en,er, resrR ojia 31oil aides rddthearr isr) S. irrafres - wFe sna is r zs r ss- r s r Nominal GPM @ b fix 'iR 1 � 00 136 1!a 230 3T4 Sn0 NammalGPM 4xhx �. M 119 taa 247 3t] 459 ]20 6. Single -speed pump selection (when used): §5.1.1, 5.3-1: Fors Wie speed purees witty a total horsepower 0 49 or less, f rt,d and enter a comWlant puma from the Pool Pump Database - a. Pump modltl It. Total horsepower 7. Multi -speed pump selection (when used): 653.2.1: Pooh 17,000 gallonsm), •selectPamp`framthe dmahose w:;h a Curve A gpm flow ca,p+r^tem 2c,i t 45.322: Pools 17001 gooans a more..seket pomp -from the d-tize with a Cunv C rich,fraw equal to item 2 or;ess_ 'Muni-speedpumps man hate a HimdA.sted that sar jrz chi au'remenr, a. Pump model A. Pump flow {6saat S122,lypRpoMeOne, A ar CgPmtow Jared in database) 1117/15 ANWAPSPnCC- 1554mdardwriting Cmnmiat Farm LNSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION F+ WA gy, WA or PENTAIR INTELLIFLO VS 7a. _ lb. 70 �t t u12 POOLS component Section lr quirrmeras chch 4.4-1.1 Heater has no pilot light 4.4.1-2 Readily accessible on -off switch mounted amide of the heater X Heaters 4333 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, or for pod with 60% of documented pod treating from on -site solar or recovered energy. 4.3.2 Heater efficiency: gas/ell fired heater efficiency at (east 78%, heat pump COP at least 4.0 X 5.1.1 Pool filter pump Hsted in database X 53.1 Pod filter pungl with total horsepower 1.0 or more is mutti-speed X 533 Mtdtispeed pump controller programmed to default to the filtration flow rate Rah er nc a.ix"nary pod loads are operating within 24 hours and programmed with temporary o� ernae ca pabii ty for servicing. X Pod systems 5.3.4 Single speed pump controller capable of operating pump during off-peak electric demand. WA 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X 55.3 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 fitter 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 miring pod water. X 3/17f15 ANWAP5PACC- 15 StatWYd wtrGnR Cawnimmee Farm ELECTRICAL EQUIPMSNT VIRII1TG, GROUNDING AND INSTALLATION MUST CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES 30" WIDE x 6'6" ffiGH x 36" DEPTH +CLEAR WORKING SPACE IN FRONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2) AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE NOTE VIVIRR PROW G.F.I. LRAF NOT BE MORE THAN 9 FROM POD_ EDGE AND NU 9M fi OF POOL EDGE N.B.C. 2017 SRC. POOL Ta" 1W/S.T. TOGGLE-Sliff0i N.E.C. APPROVED i" PVC COl W - 3-112 M 1/2- amiff 18 SOLID COPPER WIRE TO EQ APOTEKX EKE #8 SOLD COPPER WIRE TO GROLk0 ataxltaff-BOX(S) LNf OF B' ABOVE POOL DECK POOL 2Of2 NICHE 1_#8 souD LalRE Gopm 18"MIN-24'MAX Cow. PmmETER BOND Willi APPROVED aAMPS 4' TO 6" BELOW �-GRADE BOND TO ENTIRE l- E(x�AEHI ALL-RiG1t011ND i-JB SOLD BttRE COP[OR 8WD WIRE WOtN APPRCI� CLAMPS 0 (4) SIDES Of (A a POPS em TO POOL Sun PENTAIR TDH CALCULATOR JM ROCK -SPA STEP 1 STEP STEP 3 OF 3: TDH CALCULATION Pael Vetune igylons}, iNol09anons SpUioA Lift: [Soft iWn Oyer ltanasl: b.�hows ' FRL'atiar Fiery Rate: 36.0c GPNI Maximum Flow Rate 97,33 GPM --. .., .. MAJOMIM PIPE VELOCM IFTPSECI SUCTION OUTLET 8 DISCHARGE MAIN BMW 1 TOTAL PIPING LENGTHS tFn INLET 88.00 DISCHARGE 94.00 3)s Wcx aeTuaN 6 90 IEGREE EtaOW INLET 7 DISCHARGE 19 TEETXROOGN INLET 0 ofstHARm 5 swERFLo vs 1 R-Rare 87, 33 GAL,1MIN Max Ftow Rare M Max RPM: d" -3 GA;_jIWiN Head Lou 35.55 FT head Loss a[ Max Flow Rate at Max 3b.55 FT. RPM: Not Pipaw ZM oiuhange Pioo": 2S0 ,J R,M R_ Rate at 5elactad Pit" RPM: $7.33 Pump RPM: 3450 Need I- at selected Puny RPM: 35.55 SYSTEM HEAD PRESSURE CURIE 5'r VtFMP ft C.iDA' i i i 0 16 20 A a 51 1A 71 N N a i 91CiF, Pr Rate i�GPPd'.� Clean System Curve -Pump Curve i Desired Operation Point -Clean System i Pump Operation Point %III1§111111/ ELECTRICAL DETAIL NOW: ALL ELECTRICAL wORH SHALL CONFORM TO N.E.C_ 2017 SEC. 660 EAUIPOTENTIAL BONDING DETAIL PER FLORIDA BUII)ING CODE ADAPTION OF THE N.E.C. 2017 SEC. 680.26 PMARF.DBY: B JHWU STEW 'n]rnvRLW 3 DRAFTING & DESIGN SERVICES M)261.0 �L3@3