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HomeMy WebLinkAboutConstruction plansKEY�� 2"-- 5X l *4iO4 F_9 -- 6 — S ,....- 2.5"-- 4) AETOR'05 -R .... 8 1 2"--13 v B8L-F-A �---$ - $ ---- 2.5 3 C'1411 gjmjqm'A 14 F_X?5r1jV& VARC NOE dr r � a S fz X 05D � R 3 q t' j T Y l VIA rs ri —jai S � R e Li ON, 23' 4qt Favi PorEA-PriAL e-OW0106 Ct»071CAP-Tr ??TIP vVfaSvo r.6xr—)$ 1(r ' Rlt3-j a r R POOL SPECIFICATIUMb dth rM�itn 5i Max Length pth r i� t Max Depth (a Perimeter' Area; �1f Elevation F=j=�V Ste`" Dirt from Exc. L *yp—: Returns Vac Stub YAS Cleaner Other Plumbing Lq)-r ex - T___ _"' g I Fill Line{? Overflown Tile as (v;} Step Tie Cantilever ,� 1J Bullnose Na Raisebean(s) Light 30ow, Transformer 3Z7©tom ibox . I Timer 1V � Automatic Controlsy(j7 Patio Type c7 TFE___ Sq.Ft. (01 ',A6W7-Color Existing IVO S4. Ft - Footers r.�-.? w/steel #S Y NO Termite Treat YEE 'J' interior finish tIFftl Pump Ptr�RnR H.P. Chlorinator YES NO .42i4Q- Bench Y Handrail Gallons 1-317171J Turnover Time- Hrs.3 Mies.! Cleaning Kit Heater-#r4e�� i Formboard Survey 'v NO Qp4•T 10 Final Survey YES 1 U05 J Compaction YES NO - C©MMENTS ------ c I w 04MERiA� �iDG T J-E7 11 1M FORM & STEEL INCORPORATED dba JM CUSTOM POOLS INCORPORATED #772-486--0821 �� �QNLL Ro Lic.#CPC1458456 09-30-2021 T F - '�. M. Randall Rodgers, P.E. FL Lic. No. 68212 ONE16 Engineering & Consulting, LLC =J. 1801 Hazelwood Drive ' Ft. Pierce, F! 34982 PH- (772) 201-1634 —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' cone. 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 (1fiS(� PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION O N Voamn (in Hg) X IA3 Feet Of Head APWA Pressure (PSI) X 231 Feet Of Head Vacuum Head + Pressure Head = Total Dynamic Head HYDRO -STATIC RELIEF DEVICE R49M -ED IN AREAS THAT EXCEED 1' WATER TABLE IN SHELL POOL DETAIL (ND SCALE) OUTSIDE ANGLE OF REPOSE 6' AM) FURTFa — 4' MMCM( WNI.S w/#3 RMR 012' a"C- M MY S TO 67 — 6' 11tItX 111111115 R/13 RUM 912' Q.C. FJtCM WAY 0' TO 3' — 8' THU WNIS w//3 REIMR ®12' O.C- EACH WAY REMOVE ONE d Y' PER FT. MW SLOPE WELL POINT PLDG FROM Will ORA91 h WADI! ML PUMP LK WHN EYPnlIG POOL 01ElPOIR OR UP 711E wFEIE APPIIC�BIE s xs' TILE (2) #3 REBAR OR GRATE SHALL 4' SLAB (1) #5 REBAR BE SECURED IN INTERIOR 2500 FAR MIX PLACE f ' TYP. WAIL 3•D00 PSI � JM CUSTOM POOLS THAT TOOLS ARE REQUIRED FOR REMOVAL STEEL-TEX FORM g„ . . OR KRAFT WALL 6' TYP. FLOOR TRENCH DRAIN 3,000 PSI 13 0 12' O.C.B.W. GUNfIE NOTE: FOR DEPTHS # (BEATER THAN 6' ADD TREADED , PLUG ' 's _ (1)13 COVE BAR Orb' O.C. GRAVEL TO PUMP TIT. WALL SECTION & WELL POINT (NO SCALE) PooLBond PB-2008 Install in Plumbing T at least 3' Below Water level in Return Piping.lnstall in sprinkler box for easy access DATER BOND DETAILS FOR NICHLESS LIGHT SYSTEM 50 FOOTER DETAIL (NII SCALE) w"•- 3 x CLFIa"-•' c PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC. 32' CHANNEL DRAIN AND SUMP 25506-320-000 *THREE 2' SOCKET x 25' SPIGOT PORTS *DEBRIS a" INCLUDED *38.79in? OPEN AREA *AMPO LISTED FLOW RATES *WHITE PVC BOGY *COVER GOES OVER BODY TO GIVE FINISHED LOOK wA CMP 25506-32X VGB COMPLIANT 32* CHANNEL DRAIN To PtAdP The maximum flow rating for this suction fitting with the center port Oxlged card outer ports open is 308 GPM (floor) and 212 GPM (wdI) when using 2.5' phmilting anal 268 GPM (ftoer) and 192 GPM (wall) when using 2' pkxrrbirrg. The maximum flow rating for this suction fitting with the outer pats plugged orrd the tender 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. Sim OECK CPC 1458456 TYPICAL SECTION THRU POOL (NO SCALE) 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 Flaw 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 0 8 fps max. at 117 gpm Maximum System flow Rate. Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rote. (Make and Model) See Engineering Page for Drake Configuration 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 gpin 0.10' 2.5' 88 gpm 0.05' 17 gpm 0.09 3' 136 gpr, 0.04' 181 gpr, .07' 4' 234 gpr, 0.03' 313 gpr, 0.05' 6' 534 gpm 0.02' 712 gpm 0.03' Pt" Model PENTAIR INTELLIFLO VS3050 H.P. 3 9 ft. -- Tdal H.P.=H.Px sadce facta.l Ii.p. or more meat be 2 spced or raiafnle speed 6 ft FNter Make PENTAIR C&C Sae 150 Fier ffm area based on f,1v. timm Row r4e pod gal. /360 aw = Flaw tide 3 f t. Divide G.P.M. by Cwbidge = .375 or Sand =15 or DE = 2 Milne Conbdw nee ON PUMP Model ------ —r _ —, Controls must epode a mini turn of biro speeds. The override is not 10 exceed arc nmW aide or 24 fws MktLvers I= t0 co , ( Determine Pipe Sizes: HYDROS ONLY �4 Trunk Piping to be 2-5 inch to keep velocity @ 8 fps max. at_117 gpm Maximum System Flow Rate. MMTION INTO THE MOE OF REPOSE 6 ALLOWABLE PROVIDED Return Piping p ng to be 2.5 inch to keep verity @ 8fps max. at 117 gpm Maximum System Flow Rote. sty a RtsTAllm AT €xravATpN ab SHOW SHOULD StxFMff TO Main Drain Cover( SEE ABOVE } System Flow Rate must not exceed approved canner flow rate. P� SECURE sass FROM EROSION OR SETTIM T NO uot>srarMG oLctaLs OR EFIQNEER APPROVED IF ANY DOES (Make and Model) See Engineering Page for Drain Configuration * COIPW" TEST OF THE BACKFRLED MATOW ARE PROVIDED PRIOR 70 THE POURING OF THE PATIO «, r, . 6 Will 0 0: : • STEP DETAILS $ r : 4• • 1. TREAD IS M OF 10' TIRE. z 0 4 a . Z BOTTOM k TOP RISERS MAY VARY R1 hWff S. RISER NOT GREATER THAN 12' EXCEPT BOTTOM STEP WERE DERM IS 4. OR (RFATER 4. ALL STEPS TO BE SOLID G'UMTE 3000 PSI. 0 0 Z .� 16" Moi(TYP) - STEPS (N9 SCAB POOL LKGhT JUCTION BOX YARD BY Z � POOL PATIO 11 EQUIPMENT WATER LEVEL Z - 1L- 2 VAC FROM UNDERWATER.;-' , " POWER SUPPLY LIGHT=; -: SIZE AS DETERMINED -" BY UCE4SED ELECTRICIAN POOL FINISH r i I. PVC SCHE_DULE 40 PVC SLEEVE CONDUIT NO BANG OR GROUND REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (NEI SCALE) S.S. PIN EPDXY SET IN PEDISTAL 4EA 13 REBAR FROM POOL FLOOR INTO SOLID POURED PEDESTAL 12" 12" ROUND PEDESTAL TABLE & PEDISTAL (NO SCALE) 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 ra 0.10' 2.5' 88 gpm 0.05`IRTI-7 gpn 0.09 3' 136 gpr, Q04' 181 gpn .07' 4' 234 gpm 0.03' 313 gpm 0.05' 6' 534 gpn 0.02' 712 gpm 0.03' 11117eir-mu11 UnD. JM CUSTOM POOLS WINERNEY RESIDENCE 10650 HEEL RD FT PIERCE, FL '%:1:1%;DjkLL R5)4D j�,�i Ili LA d ROWPiM2 •:* JL L.tense No. 65212 ?801 UmdWamd=DiVVA, 09-30-2021 0. • �` i ***ELECTRIC NOT PREFAB® BY: NM T : STEVE HORST 2 DRAI�'I�ING & DESIGN SERVICES (m)1�1•' W >> 3 i> PENTAiR TDH CALCULATOR JM-MCINERNEY-HIGH STEP i STt_€' 2 STEP 3OF3.TOF?CA'C.) TiGN Pad YAmrelgativnsl: 13700.00 gall a Suction Lift: 1.5oit Tam 0-fb..ISL 6.W hours Fxtradn Ff..Rate: 38.06 rpm Naxeremt Fhnr Rah 107,86 GPM ,... __.. _•:_. ... MTKM PIPE VELOCITY IFTMECI SuCVr rRINoLET 8 :�s. .. DISCHARGE 8 MAa ORMN 1 TOTAL PIPING LENGTHS(FT) INLET 86.00 DISCHARGE 112.00 1 RICH RETURN 4.. • _ •,. ... %aEGREE t1ROW INLET 6 ICDISCHARGE 12 Tx2.5'311AATYALVE w IR.TRATFMr 4 TEETHROUGH MLET O DISCHARGE 3 1 1 1 , R1rEittROYARiARtE SPEtiD,K•SW6.YF. pit Y5F 1 Ft -Rah 1 7.ShGAL1MIN Max Flm Rate at Max RPM: 107.86GALMIN Head Less 73 ; Head Less at max Row Rate at Max 7-r i`7FT RPM: iii::=i �' a ,r , , Ides Piping, 250 astharsteP q: 2M HRrrlhleit5ekcld"llk 1!►.M � PRIxpgPM: .-_. INDALmat SelectedMl WA- 10.19 SYSTEM HEAD PRESSURE CURVE E's PUMPSELetT3f 2 0 20 N :0 11 00 120 IN 4r.E:ro?trk Far; 2:::e (GT'411 Clean System Curve -Pump Curse ■ Desired Operation Point Clean System A Pump Operation Point The Association of - _..... - � P pool & Spa Professionals. JM-McINERNEY-LOW ANSUAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWO& MG POOLS w�ECr NAnne ND AOCFF4 McltdF_RNEY _ COMRACFOR5NARIF AND ADDR£S: JM CUSTOM POOLS CONTRACTOR PWME- ^ATE: 9-29-21 . sw.;we..e�Fp u.asap aa.wmu wrwrY{cwmemxee P(cte54analstAP5P). Risadpan.fthe Amerkanllrj..i Standard ANSk/APSP/KC15a20116ut-.s.kdedfrNinfgrrtrat -iy. o, vn: n>rocwmwn wrw arw �?a Con-shpdd.qur d-ply wAth the ANWAPSP/KC-15a 2011 standrd whkh - he purchased at www apsp.org. 1. §S.2.1: Calculated pool volume '.. a. Gan- 13.700 : or 1. 13700 gallons D. Caimiated Gallons: (Sur`- areal X__(wtogedeprh)X748(gOW3)= , 2. §S2.1: Calculated filtration flow rate 2. 38 gpm tP-1 smlume a 360 of 36gpm wflichever is JaryerJ 3. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter 3a. 1.5 inches (Enter thesmaltestppe.,tefroml bie Ia b,bfps Row capably theaome or mare lhoni:em 2.) b. Minimum suction branch pipe diameter 3b. NA inches (Cakulpre: Rem 2.t4pmi-munch Fipcs_ f Iwam4Pl _ t>mnrr. row rare IpP•r�d -- FnM the srnoRnt pipe saehom rabic l w"h a 6 fps jr r q RRv the xxne rn nore i)a., the coE'ulated wcriort it "fkw rote_) c. Minimum return pipe diameter 3e. 1.5 inches Ihll-trestpte_Y_/:­, Tob wain a..�p Lvov..-rp e�ay thr wme nr mere [hon �ttrrtzj _ d. Minimum return branch pipe diameter 3d. NA inches (car i t teas 2 Igl 1 eruncr, v,pes fP ra/ = hrmwch ffiw, w, cat 'tl 1,11"t ? ,e. ,<. fmm Tebte 1 nrth o 8Iz, .ppgciy the mme ar more than the mlculated i rotor. arart_h lbw rafei A. §5.4,1: Filter type and size: a. Filter type: (Cartridge, DE, Sand) 42. CART b. Minimum filter area 101 �-ft' -- (Cdcukte:rtem�.s2��-.:a.-�-..A)tRPm):fAterJorhr_f�etyH2jj Fdlertorhas-.`v.m;W-a32% Saed=75, Dialki Qoos E&O-2 5. §SA-2: Backwash valve: Yes, X No? N,'A ;when usmgobackwosh valve, entermsW[afif 3cvZiRlrs whihrw.is bryerl 5 inches -- TableI Rpe OVa: I 18 I T . Nanurwal GPN�6tpa 38 63 9p t30 tG5 2]d 3]! Stl Nominal GPM @ 8 Ax< Si N t t4 1M 2Q 31] 139 Tip 6. Single -speed pump selection (when used): SS.!A,S3.1'Fw vngle spent poi^piw ha¢ aI' sepawar049 w�ecs, hindaalaRR acwlgfat panOfnmthe Pod Pump 1 'Jatada5e- ' a. Pump model &a. NA b. Total horsepower fib. NIA 7. Multi -speed pump selection (when used): 11 §5.3.i.1 Pools l],C i) gallons cr ies, select pump' from the database with a Curve -A yr. f-,iaoi m arm 2 or A— 15,12.2'Pacis 170131 allans crmae,sNect Nt•'••fbwequd to item2or less. 9 PMRP"Iran the douse with aCur've-C or ' `ht,.1t,s ed pumps most have a ae speed listed thatsatisjAs this requirement PENTAIR INTELL}FLO VS a. Pump model 7a. In. Pump flow 7b. 40 gpn( -- 1§5_3.2.1, _.3.2.2'-0_ p' tke Curve A. rC gpm flca•asied rn dotahosej I 3W, t5 ANSI/AP5PJ1CC 15 Saadzrd :Vriking Ca.mr^attze Form 1.12 ANSI/APSP/ICC 1S ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Com Po ,,1 SecUw, Regwrnmen.:s Che�: 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 triNo elecc resistance heating unless for inground spa with tight fitting cover with R-6 insulation, or for prod with 6094 of documented pool heating from on -site solar or recovered energy. 4.12 Heater efficiency: gas/ill fired heater efficiency at least 78%, heat pump COP at least 4.0 X 5.1.1 Pod filter pump fisted in database )i 5.3.1 Pod filter pump with total horsepower 1.0 or more is multi -speed X S33 Multi -speed pump controller programmed to default to the filtration flow rate Molten no auxiliary pool loads are operating within 24 hours and programmed with temporary override capability for servicing - X Poor systems 53.4 Single -speed pump controller capable of operating pump dunng off-peak electric demand. NA 55.2 Pipe before pump has at least 4 diameters of straight pipe. 55.3 System installed with solar, Or setup for the future addition of sotar heating equipment by installing 18 inches of horizontal or vertical pipe after the filter and before a heater, m built-in or built-up connections, or dedicated pipe to and from the pod. X 5-6 Directional inlets for mixing pool water. X APSIJAPSPAM-15 standard writing Commitiee Form ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES 30" WIDE x 6'6" HIGH x 36" DEPTH CLEAR WORKING SPACE ID( FRONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2) AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE WATER PROOF G.F.I. MUST NOT BE MORE THAN 2D' FROM POOL EDGE AND NOT WITHIN 6' OF POOL EDGE N.Es• 2017 SEC. 660.22(3) POOL TNER W/S.T. TOGGLE-SWBCH N.E.C. APPROVED i' Pi CONDUIT - 3-J12 IN 1/2" CONDUIT - 1e SOLD COPPER WIRE TO EOIAPOTENML BOND 18 SOLD COPPER WIRE TO GROUND OPTION& 2NO LIGHT JUNCTION-BOX(S) MIN OF 8' ABOVE POOL DECK POOL 1 or 18 SOLD BARE COPPER _.)W PERIMETER BOND -ykRE WITH APPROVED CLAMPS 4` TO 6" BELOW /- SUB -GRADE BOW TO EN'IZIZE / PEQUIPMENT OOLS-MIGROl1N0 1-18 SOLO BARE COPPER BOND YORE MOM APPROVED CLAMPS 0 (4) SIDES OF GUNITE POOLS BOND TO PolK STEEL �► PENTAiR TDH CALCULATOR JM-WMRNEY-HYDRO ,.._ STEP i tr's2 iTEP 3 OF 3: TDH CALCULATION Poet Volume yaHawl: 13700.00 gainers, SucOaR(iR: 1.SoR Trap 0- Rrwas& 6.00 hats FAtraHaw Mew Rate: 36.U6 GPM MaxRnhn Ff-Rge IC, C,Y4 GPM MAx" PTE VELOCITY IFT/SEC1 sucton ourk.ET 8 - �, :- DSCHARGE 8 „Zk NNNDRAIN 1 TOTAL PIPING LENGTHS IFTi MIET 86.00 DISCHARGE 84.00 3f8 iNCH RETURN 4 "O'c PEEL80w DI6 rift o1SCHARGE 11 TxiS-]wAT YALYE TEE THROUGH MLET 0 DISCHARGE 3 45 DECREE EL001N MLET 0 �s OW DISCHARGE 2 �. MTELLRtO VAMARtE SPEED. VS.SVRS, VF, OR YSF ur Tess Ft -Rite 10C.44 GAL/MiN Max Mow Rate At atax RPM: 10,3'7f GAL/MIN Head Lacs 72.59 FT Head Loss a Max Flow Rate at Mu RPM: 77-Q`r cT . e MT.v._, hAd Pipiw¢ 2S0 DischarX Pi(vg_ 2.50 AO-' t 1. Flow Rah R Seleded Pwq RPM: IM94 Pump RPM: 3450 Head Loss at Seiacted Pump RPM: 7299 SYSTEM HEAD PRESSURE. CURVE FfPJIVP _;t,T�N C 0 21 4 W 00 111 1Ti Y '-- Mean System Curve - P ump Curve I Desired Opevion Point -(lean System A Pump Operdt100 Point °litOW►tlIIfill/// ELECTRICAL DETAIL NOTE: ALL ELECTRICAL WORK SHALL CONFORM TO N.E.C. 201.7 SEC. 680 EQUWOTENTIAI, BONDING DETAIL PER FLORIDA BUDDING CODE ADAPTION OF THE N.E.C. 2017 SEC. 660.26