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HomeMy WebLinkAboutPOOL PLANS"I IL R9ki$VL 2"— .3Kj*A 2"— VAC. (-I3"-- (Y) KEY 2"- wArEji m t 'f3I N& KEY 1 ttt 1t` wA-TER AIAA t 'PEi; COM- 2Ja`$'' t o -�*)llLIL tN�4T�R�r�LL 5' 151 X ,3d1 9a' Ll= 4S" PF1GN-Aj LW. Fi~i11t._ BY V111r S Cv104RA'T-,E. Ppino wla604> P.3,Z, Flt3t tbsN_ Vft'C>R B�tRR)8R#5RESr1K i=GoT�R —W—W V E � POOL SPECIFICATIONS Max Width 5 ` Max Length 7501 Min Depth 3 ` Max Depth 5- Perimeter c(O' Area q 6d- , Elevation FI Eta 5ET Dirt from Exc. i 4 u( Returns — Vac Stub 5 Cleaner Other Plumbing Lejp $U 5LEX r ' REF Da Fill Line Overflow k,v Tile 4?''X !n" Step Tile E 'rj Cantilever \1EBulinose /JL Raisebean(s) ! Atlotn --- a'-4-4d' — Light �a Sn� Transformer E, ` box Timer N© Automatic Controls (9-) -ZJVTEtl BPI C� 14T O>WTAU. Patio Type C D LU Cf? F- *F Sq.R. D','�tt color " t a� 5 G3latCE Existing A)C> Sq. Ft. Footers YE& w/steel #5 NO Termite Treat YE6 Interior finish G EN Pump EIVTIA4H.P. V,5.�O`3!J Chlorinator YES NO 614 LT Bench YE& Handrail 'yE6 Gallons 10650 Tumoverrme Hms 2 Mins.qD Cleaning Kit DF- L.0 X E- Heater PC> Size Foi*mboard Survey YES NO QAMt Final Survey YES NO Compaction YES NO a uFi Ll— COMMENTS U:10 "BL70BLER ` NEERVECEiM Lvs�fT/�RF LL MO SITE iJiGrtrtE 200 1 5ocAA 2cJ;Q.,1'RiVer fir, CONTRACTOR JM FORM & STEEL INCORPORATED dba JM CUSTOM P ,NP CORP,QRATED - #772-486-0821 \\\\ PNV A L. Ro ., Uc.#CPC145B45\ e:••v\CENs'•CZ r := - No. 68212 - �� ��'• STATE A••< n R M!'IRal &ll Rodgers, P.E. R 1� `lA1JC FL Lie. No. 68212 IGOMP VNTY 1801 Hazelwood Drive CiO CAE CO Fort Pierce, FL 34982 S'fj . ,BOGc PH: (772) 201-1634 Y' PER Fri . MI—_ N SLOPE OPE -► N lq�' REMOVE GRAZE h WELL POINT LOG FROMMAIN GRAN @ ATTACH Aux. PUMP r oA)1PaW OR W ni WHE N .,.,. .�..., (2) #3 REBAR OR YWHEN F3PIWNG POOL MIX/PPIlrIBIE : �. a (1) #5 REBAR 6"x6° TILE TAB -Pool construction complies with FBC 2017 ANSI-7 AN 1-15 GRATE SHALL 4° SLAB FIBER MIX -Water Velocit BE SECURED IN INTERIOR Max 8ft sec as per FBC 2017-R4501.6. AT TOOLS so FlNISH — 44` TYP. WALL-3,000 PSI GUNfTE J CUSTOM POOLS -Pool Barrier o complywith Section R4501.17-6th edit n FBC THAT REQUIRED 8„ ARE REQUIRED -Skimmers coT;,ply with FBC 2017-R4501 21 2 FOR REMOVAL STEEL-TE1c FORM -Soil bearing --a acity assumed 2 OOOpsi @95% compact n OR KRAFT WALL 6" IYP. FLOOR ''•�. : -Equipment Foundation 3'x7' conc. slab min 3.5" thick I our in TRENCH DRAIN 3,00o Psl /3 0 12" O.C.B.W. �„ GUNffE ' NOTE: FOR DEPTHS CPC 14 5 8 4 5 6 place or approved Hurricane Rated recast a ui ment S ��� i` GREATER THAN 6' ADD PLUG .} ,. �..`.'•.. (1)13 COVE BAR 06' O.C. GRAVEL BE TO PUMP _--� TYP. WALL SECTION 8 WELL POINT FOOTER DETAIL (NO SCALE) (NO SCALE) 18 COPPER To GNID SUN WAN PROVIDE ° DECK ROW OF WATERLINE TILE SHALL AT 20" MAX 7REtTkLED TOR HLmtBELOW THE FI3'O"HORIZONTAL INSTALL WATERLINE NATERLINE ILINTT PUMPSPUMP WRANERARR s MIX rj'-0" LIGHT WALIS t 1 13 SM 0 12' O/C E.W. NOT FLOOR SLOPES UK 6' THKM THAN 11 %8 COPPER naaN—�orY ; w.�NF THAN 11 18• TO GPoD RFASMWILY uamRw ,vat J_T„rKp fOWY WITH ARMEES 56.1 6� Strom OF FLOOR FNOY VERTICAL INSTALL >rE sHAaw an wNi Vacuum (In Mg) X 1.13 [Feeet H X 2.31 DEEP NF1 SImI Feet (N Head Hmd xa Eacrm , Tart w r axn PoolBond PB-2008Install in Plumbing T at least 3" Below v0Vacuum Head + PeadWater level in Retum Piping.lnstallo al D norIn sprinkler box for easy access 19,-0" SWIMOUTS 30'-0" (NO SC, Ems)— WATER BOND DETAILS FOR PIPING SCHEMATIC NICHLESS LIGHT SYSTEM TYPICAL SECTION THRU POOL (NO SCALE) POOL PATIO CUSTOM MOLDED PRODUCTS INC ..y HYDRO —STATIC RELIEF WATER LEVEL " '''•'.` '..*�. DEVICE INSTALLED IN SNGL cNANNEL DOW OuTT CMP 25506-32X VGB AREAS THAT EXCEED 1' r PER FRC4501.6fi COMPLIANT 32" CHANNEL DRAIN WATER TABLE IN :"_... COMPLIANT WIRI rL _ 12 VAC FROM 2017 FLORIDA BUILDING CODE POWER SUPPLY TRENCH DRAIN z a ; x USED Ta ASN /ANSI A112.19 UNDERWATER LIGHT :•�•:" 1, PVC 32' CHANNEL DRAM AND SUMP " 3 CONDUIT 25506-320-000 To raaaa an L=--:PENTAIR POOL FINISH" *THREE 2° SOCKET x 2-5' SPIGOT PORTS *DEBRIS GUARD INCLUDED t,_ *38-79in? OPEN AREA 3" _•rr SCHEDULE 40 PVC SLEEVE GLOBRITE-s ' ;iR> TER *IAMPO LISTED FLOW RATES MAIN DRAIN AMP 30 7 NO BONDING 'WHITE PVC BODY *COVER GOES OVER BODY TO GIVE FINISHED LOOK To Pule OR GROUND FUSION —FUSION POOL PROD — REQUIRED MODEL G4/U The maximum Now mfing for this suction fitting with the center port plugged and outer ports POOL DETAIL open is 308 GPM (floor) and 212 GPM (wall) when using 2.5° Plumbing and 268 GPM (floor) 192 GPM NICHLESS UNDERWATER LIGHT DETAIL and (wall) when using 2' plumbing. The maximum flow rating for this suction (NO SCALE) fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM (ND SCALE) (wall) when using 2.5° plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing. 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 gpm 0.10' 2,5' 1 88 gpm 0,05' 117=gpm0,05' 9' 3' 136 gpm 0.04' 817' 4' 1.3 6 1534 gpm 0.02' 712 gpm 0.03' OUTSIDE ANGLE OF RD OSE 6' AND NRMER — 4' THICK WALLS W//3 NOW 012' O.C. EACH WAY 3' TO 6' — 6' THICK WALLS W/'3 NEW012" D.C. EACH WAY 0' TO 3' — 8' THICK WALLS *113 REBAR 012" D.C. EACH WAY Z Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer CONCRETE PATIO 1. Calculate Pool Volume: XXX ft XXX_x 7.48(gal/Ft) = - XXXX gal 9 TREADS TO BE IR BOND To ANCHOR ( Area) (Average p ) (Volume in gallons) �SUP RESISTANT CROSS BRACE 2. Determine Flow Rate: XXX l Depth _ gal / XXX _ XXX +XXX - XXX 6 �' _ (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 3 "'' w (Surface fL Determine Pipe Sizes: H Trunk Piping to be 3 inch to keep velocity 0 8 fps max. of 181 qpm Maximum System now Rate - Return Piping to be 3 _inch to keep velocity ® 8 fps max. at 181 gpm Maximum System Flow Rate. J 6 Main Drain Cover( SEE ABOVE ) System Rate not exceed 3 3 ¢ 12- (Make and Model) SeeEngneeri gPage forDrainConfiguPation roved cover flow rate. 3 PAVER PATIO 12"W x 12'D x30°L CONC. FOOTING WITH (4)I3 BARS EXCAVATION INTO THE AD AT EXCAVATION REPOSE N awANG PROVIDED: I8 GROUND WIRE Pump Model PENTAIR INTELLIFLO VS-3050 H.P. 3 SHORING IS ISECURE IL ROMER AND NG SETTLEMENT BE SUFFICIENT TO SECURE O SOILS FROM EROSION R SETREIANY Total H.P=H.P.zsevicelactm. 1 H.p. ormae mistbe2spe d orvadablespeed { NO UNDERMINING ES DCCNHE DR ENS RO o�5 BONDING DETAIL for LADDER and/or RAIL After Make PENTAIR C&C Size 150 * OR TO THE TEST OF DE HMCPAW MA Puff PROVIDED PRIOR TO THE POURING THE PATIO (No SCALE) Filer min. anew based an Ohr. Turnout flow rate pool gal. /360 min. =Flow Hate Divide O.P.M. by Cad idge=.375 a Send =15or D.E.-7, V 11I II III/I rr Time Controller make ON PUMP Mod*,LL Rp r RAISED CONCRETE Cowart must operate a minimum of two .� �C E NMISCS 1. ALL NOTES IXPosm.A__roPPE RERIRN TO POOL The 01 �A0llo deAe"0mmni aver'- WILL HAVESTEPS AND 5V1IM BORDER BENO11O,5 No. 682t2 COL FUVE GEM FINI He OR VISI err O<'POSITE THREE-WAY COLOR OF GEM FiNSH FOR MSnY WATER TO SHEER VALVE 2. HVNHOLO TO BE NSMllED ARE WN" DESCENT * ' DECK RAISED +6• ABOVE POOL MINNs ` 4. REVIE�NE®L pt`IC o� FLAT MP �•/�SS �N dgers, P. jA 10 no elf�2oE. D LUCIE C+ I I Ili . No. 68212 EXISTING GRADE FILTER DESIGNED $T. OCC 1801 Hazelwood Drive " STEP DETAILS OR 1' To a' B Sl OPE Fort Pierce, FL 34982 2. RISER1. TREAD TINT GREATER THAN WIDE.S MIN OF 10" EXCEPT IF JM FORM & STEEL PH: (772) 201-1634 MORE THAN (3) TREADS ARE (1) 15 REBAR POOL PERIMETER ***ELECTRIC NOT INCLUDED*** I 3. ALL STEPS TO BE SOLD cui E 30oo PsOR (2) N3 REBAR PHUIPS RESIDENCE.l. SUCTION FROM POOL — -�I 7001 S INDIAN RIVER DR PREPARED BY: SHEET. STEPS + Fr PIERCE, FL STEVE HORST X RAISED AREA ELEV. & GRADE TYPICAL SHEER DESCENT DETAIL DRAFTING & <h1DDESIGN SERVICES(772)201.7846 horst.steve@yahoocom /% PEN'TWIR TDH CALICULATOR Pool Informatio JM CUSTOM-PHII.LIPS-HIGH SPEED Flow Rate: 125.2 GPM Total Piping Lengths: Suction Lift: 2 Ft Inlet Side: 42 Ft Discharge Side: 80 Ft Maximum Pipe Valocit Allowed: Piping Sizes: (consult your local code) Inlet Piping: 3.043 In Inlet Piping: 8 Ft/Sec Discharge Piping: 3.043 In Discharge Piping: 8 Ft(Sec Piping Head Loss at 125.20 Gal/Min: (not incuding fittings or valves) Inlet Piping: 1.36 Ft Discharge Piping: 2.59 Ft For advanced pools thf t contain multiple suctions, this program may be inaccurate.. Consult a Wdraulics engineer. This program is for single pump sytems with a single b y of water. Results: Your TEIH Calculation Required Minimum Pipe Sizes: Flow Rate: 125.20 Gal/Min Inlet Piping: 3.0 In Your Head Loss: 43,80 Ft Discharge Piping: 3.0 In Maximum Flow Rate at Maximum RPM: 125,20 Gal/Min Ensure the drain cover ma Mow rating is not exceeded. Head Loss at Maximum Flow Rate: 43.80 Ft System Head Pressure Curve 80 r-- .._ 0 fF 6 O0Is 40 i 0 20 intelli Flo Variable Speed, VS+SVRS, VF or VSF - 3200 rpm Clean System Desired operation Point 0 0 0 100 150 Selected Components Components Nee, otrat r:asaw.emw aemmw cmerar Piping Ir eomaeeevw teeltea0 Pumps x� INina VenaLk 9pxtl. VS•$lTt$, VF V m SF xew *os. n ItS.a eeexm 3M 1 zee tan it CvcMge XaN*o... Cawav 12u .ya. 1. 37 7 0 3 0.51 aexxr mmNEY Ferrel 1r�c.IrrteSiBt MbiCamR. Eary7a�Ma Uw arFaimv NYwPoNaMSy^. Mc ugCrRtm%9M Y JJMdbItltNNmlpa,4wfhetmayb�NH�ntlXJ dIXY1 NGR nMCJY1tl G9MtaM Rrl6YWdBIPJYSpS .MC. PENTAIR TDH CALCULATOR Pool Information JMCUSTOM-PHILLIPS-LOW SPEED Pool Volume: 10650 Gal Total Piping Lengths: Turn Over Time: 4.75 Hrs Inlet Side: 42 Ft Suction Lift 2 Ft Discharge Side: 80 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult your local code) Inlet Piping: 3.043 In Inlet Piping: 8 Ft/Sec Discharge Piping: 3.043 In Discharge Piping: 8 Ft/Sec Piping Head Loss at 37.37 Gal/Min: (not incuding fittings or valves) Inlet Piping: 0.14 Ft Discharge Piping: 028 Ft For advanced pools that contain multiple suctions, this program may be inaccurate. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. Results: Your TDH Calculation Required Minimum Pipe Sizes: Flow Rate: 37.37 Gel/Min Inlet Piping: 1.5 In Your Head Loss: 5.60 Ft Discharge Piping: 1.5 In Maximum Flow Rate at Maximum RPM: 125,20 Gal/Min Ensure the drain cover max flow rating is not exceeded. Head Loss at Maximum Flow Rate: 43.80 Ft System Head Pressure Curve 10 8 O a m i 4 2 0 0 10 20 30 40 50 Volumetric Flow Rate (GPM) Seiected Components Components xm z.a r.2 sa.wy . x:1ol.� oea�eckx Piping x.e 90°tpa6lkwt Le Tmay� Pumps xsne ImKFm Vamti Srs; VS+SVRS. VF VSF IluOless X avmy na7satrl I to a I Lam41 I On we reaere xea umsa WiiietY may 37Mii4WWi 7 w an 0 p09 I %.bJu avW JEY PIrYdY IR.RhIFI.Q Mm YwrlbrOaMnaws MPi'ISVNffirholsMSp yY0[@V.IIYIMSYlWazd6 W Xutl WM1es tlYtll MNE Nac� nimJJ Md bYNs i W FaQ3s 'us8nabmtlasse tNNpM»seu ewes F°1* REv� pMpL U� � oDEG° GOD G`nGG DESIGNED FOR: JM FORM & STEEL PHIL.LIPS RESIDENCE 7001 S INDIAN RIVER DR FT PIERCE, FL Roo F`PND!c EL No, 68212 =fit+'•. Stp E,6l: i� M. Randall Rodgers, P.E. FL Lic. No. 68212 1801 Hazelwood Drive Fort Pierce, FL 34982 PH: (772) 201-1634 ***ELECTRIC NOT INCLUDED*** PREPARED BY: SHLLI: STEVE HORST 3 / DRAFTING & r,{ DESIGN SERVICES /J�' 3 $14W horat.stere0vahoo mil