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HomeMy WebLinkAboutPOOL PLANSPool Specs. Width 15' Min. Depth 3.5' Shape: Free Form Perimeter:73 LF Est. Gallons: 9,200 FILE COPY Length 25' Max. Depth 6' Sq. Ft.: 334 Tile 6x6 TBD ElevationTBD Interior Finish: Wet Edge (Standard) --------------------------------------------------------- Equipment: Filter: Sandy CS Series 200cc Pump: Tandy HP Plus V-speed 3HP Heat Pump: None Chlorinator: Sandy TruClear Salt Drain: 32" CMP Channel Drain Light: Sandy LED color light Deck Aprox. 680 SgFt. Concrete w/ Spay Deck Coping: Cantilever ------------------------------------------------------- Plumbing: Skimmer:1 Dralns:1 Return:4 Vac:i All Dimensions are Approximate FILE COPY CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OR E RECORD PC=CQuo +TF�10( -a(2-9 v t�� Lkc i �aftL— ST. LUCIE COUNTY BUILDING DIVIcc REVIEWED FOR COMPLIANCE PLANSAND PERMIT MUST BE KEPT SITE OR NO INSPECTION(S) WILL/E • i THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 C: N r� N Screen Door 59,, Barrier To Be Screen & Alarms UMB 6" 6". Poly Roof Scale: 1/4" = 1' 3.5' Deep Concrete w/Spray Deck Pool 15'X25' LED ri Light Skimmer Residence Designed For: Cubow Residence 7703 Citrus Park Blvd. Fort Pierce, FL Odom Custom Pools, LLC 1056 Old Dixie Hwy Vero Beach, FL 32960 Phone: (772)473-9692 Fax;(772)299-4074 Screen Door FILE COPY CONHNEROLRRAYTOTOAFCTHHMEENTSNSIBI OROR FILE COPY SCANNEE, BY St. Lucie County 0 —Pool construction complies with FBC 2017, ANSI-7. ANSI-15 —Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 —Pool Barrier to comply with Section R4501.17-6th edition FBC —Skimmers comQlly with FBC 2017—R4501.21.2 —Soil bearing capacity assumed 2 OOOpsi @95% compaction —Equipment Foundation 3'x7' conc slab min 3.5" thick pour in place or approved Hurricane Rated precast equipment pads WHEN PROVIOED SHALL BE AT 20" MAX BELOW THE WATERLINE SWIMOUTS ( SCT�s ALE) 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 uft-�1I9i<I] 7'1111 POOL DETAIL ( No S E) OUTSIDE ANGLE OF REPOSE 6' AMID FURTHER - 4' THICK WALLS W/13 REBAR 012' 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 012' O.C. EACH WAY EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: SHORNG 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 4 FILE Copy 1. ALL STEPS AND SWMOE/T BENCH EDGES WILL HAVE 2x6 CPPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2. HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED f6" ABOVE POOL 10" MIN 4. 4 al STEP DETAILS 1. TREAD IS MIN OF 10" WIDE. 2. RISER NOT GREATER THAN 12" EXCEPT IF MORE THAN (3) TREADS ARE USED 3. ALL STEPS TO BE SOLID GUNGE 3000 P.S.I. NOTE POINT PLUG GRATE M 1i" PER FIB MI,-- N SLOPE FILE ///��� WELL POINT PLUG FROM MAN C O P DUN &ATTACH AUK POND avow � BLE (2) #3 REBAR OR E LINE WHEN ELIPTWNG POOL M11ERE APPLICABLE (1,:: 't 9.i' 6"x6" TILE (1) #5 REBAR GRATE SHALL 4' SLAB BE SECURED IN INTERIOR 2500 FIBER MIX PLACE SO FINISH 411' TYP. WALL-3,000 PSI GUNITE THAT TOOLS 81f ARE REQUIRED FOR REMOVAL STEEL-TEX FORM OR KRAFT WALL 6' TYP. FLOOR : TRENCH DRAIN 3,000 PSI �a •' #3 0 12" O.C.B.W. Q 11 ODOM GUNffE NOTE: FOR DEPTHS U 1�. GREATER THAN 6' ADD TREAPDLUG ;, ., ..•..:'. (,)3 aDyE ®6" D.Q. CUSTOM POOLS LLC GRAVEL B TO PUMP — —� TYP. WALL SECTION & WELL POINT FOOTER DETAIL (NO SCALE) (Nil SCALE) FILE COPY pCK)L PATIO WATER LEVEL 1. ao F ; z UNDERWATER LIGHT LIGHT NICHE FROM POWER 1' LIGHT SUPPLY CONDUIT NICHE ENCASED APPROVEDGROUND CLAMP POOL FINISH ' UNDERWATER LIGHT DETAIL (NEI SCALE) CONTINUOUS BOND WIRE COMMON TO POOL STEEL, RAILS & EQUIPMENT 0V_ PIPING SCHEMATIC ' HAIR & LINER CUSTOM MOLDED PRODUCTS INC. SINGLE CHANNEL DUAL OunET CMP 25506-32X VGB PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN COMPLIANT WON 2017 FLORIDA BUILDING CODE LISTED TO ASME/ANSI AT 12.198 32' CHANNEL DRAIN AND SUMP 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 PU The maximum flow rating for this suction silting 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. ]W 90 w 70 3 oGO 50 a0 30 20 10 a VSPHP270 Series Pump Performance Curves AMFA M_ ,-m/jj— iM ..-A'��I-M. ,-,- —_1--, p 0 20 60 so 1 120 LAW 47 nT Flow Rate GaKons Per Mlnute(GPM) W41G6 9P 1 SP��r1 1 M nnm 40 35 so 25 20 15 10 s 0 140 DECK —� I ROW OF WATERLINE TILE WATERLINE I NE. FLOOR 43 STEEL 0 12' O/C E.W. FLOOR SLOPES FLOOR croc guy rc REASORIBLY UNIFORM COMPLY WITH NmClfS 66.t n0u 5.6.3 ME stage OF THE Rpm FROM THE SHLOW ENO w•�� TOWARMS TIE DEEP NIFA 9Wl NOT EMCEED 1 FOOT IN 7 F'00i 6' THICK TYPICAL SECTION THRU POOL (NO SCALE) Pump Model JANDY VS PLUSHP H.P. 2.7 Total H.P.-H.P.x serucefector.1 H.p. or more must be 2 speed orvariable speed Filter Make JANDY CART. Size 150 Filter min. weabased on 6hr, turnoverflow rate pool gal. /360 min =Flow Rate Divide G.P.M. by Cwhidge =.375 or Send =15 or D.E. = 2 Time Controller make ON PUMP Model ------ Controls must operete a minimum of two speeds, The hloherspeed override is rialto exceed one normal cvcle Or 24 hm. whichever M less WBLLS SBPLL No SLO _E GREAffB THAN 11 Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL 1. Calculate Pool Volume: _ XXl(___it XXX_x 7,48(gal/Ft) = __XXX gal (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: __ 9,200 , gal / _ 210 ___ 47 _+ XXX XXX (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rote) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be_ L5 inch to keep velocity 4D 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 rate. (Make and Model) See Engineering Page for Drain Configuration FILE COPY Pipe Size 6 fps 8fps 1' 16 pm 0.14' 21 gpm 023' 1.5' 37 giam 0.08' 50 gpm 0.14' 2' 62 gpm 0.06, 82 m 0.10, 2.5' 88 pn 0.05' 17 gpm 0.09 3' 136 gpm 0.04' lE g m . 7' 4' 234 m 0.03' 3122 pro 0.05' 6' 534 gpm 0.02' 712 gpn 0.03' DESIGNED FOR: ODOM CUSTOM POOLS CUBOW RESIDENCE 7703 CITRUS PARK BLVD FT PIERCE, FL MUST Eft: GREGORY ARIAS PROFESSIONAL ENGINEER PE-73071 12115 561h Place N �FWest Palm Bexh, 334 I 4/00 ***ELECTRIC NOT INCLUDED***. POPaeWFnTW. _ - SAF.FT. STEVE HORST 2 / DRAFTING & r,{ DESIGN SERVICES /}�'' 2 11.7846 bmtsteve@yahmcom STEPS (ram FILE) COPY Total Dynamic Head . J®roxeriies Calculation Worksheet < a Company:10DOAf CUSTOM POOLS Job IL'[� Dah. 12/6rJ0/8 Job IferearICUBOWHIGH SPEED Address: 7703 CITRUS PARK BLVD. Ctry?own: PIERCE Sfflu;;F7FL Zip Coda. ftemomm, Sah aal only beadded a Weyelbwcelh: Shpa#1 AZn f oaaMWN# Pod WWmeM 0a1bm eni em"wrr9a hmorrreN M OWone Parl6nufe,(t9Pk0. etany bmovavldah dra idy aat461Lkalr edek.n Our GM calla lM wM d sf.p A2 end7.Put epwwa, dun promeaci Shp#& PreasMptbaRESErboturt alMekr.Wknpaledlnbrmaupe to aWOn wakWp Workaheatombe eaWd�aMeO/pllAbl/aftrlfrrNli/.roK'0 L Ceunow Piesnln0 the RESETbu6aar nwillcleail SyS(9m TDN Cal0ula6AOn R"IlIts T yMlow cells to stun a pan, workshept. IBM Tool Faction Lae in FL of 65.67 Water(TON) pas0 Total From. Lowe stMI 28.43 0 6 hour turnover more required to cemply mth APSP 15 and Title 24 Standards .MAIMM Vona Plumb RedueDOn ResuR6 IDN Reduction 9.20 6 3e 101 ent«n TDN rA Pit," 56.47 L B1 suction velar �iredb APSP E6ATitle 20. Stardarde 16.66 0.530 0.00 0.00 2' 0.70 0.1$4 0.00 0.00 2A` 6.87 0.088 0.00 0.00 ... a r a.34 oozy obo ouo 4° 153 Dno6 000 0.00 if B" 1.11 0001 000 goo 0.06 1 B roam vet 101 o0.00 required by AMP 15 6 Mee z4 Standards FILE 1.6• 18.86 01 10 s30 2.30 3` 9.70 0.154 0.00 0.00 sb• 6.87 DMIll 212 14.00 8.196 3' 4.34 0.023 0.00 000 4' Z63 0006 0.00 OM 8' 1.11 0.001 0.00 0.0 19.30 8.36 a9cutab Total Number dPl F s: b fideld eaclySWTOTAL Fad In velbwGlk 8 WRION MAN" I&M 7.35 febi IS.88 0.00 0.00 0.00 0,00 0.00 Raf . r 4 1.23 0.53 Nxem lawln R M WWr 0.00 OW 0.00 123 000 0.00 Tr 13 4 5 9.31 0..01 Oiceen�In R of Watt 6.87 0.00 0.00 0.79 1.68 0.00 3- 000 o.W aeusOntaaaln R of Water 000 0.00 In 000 0.00 0.00 4' 0.00 9.00 " o,e D.00 o.00 0.00 DIM 0.00 l OM o.00 Aftele ""'n mew.. o.00 o.00 ouo 0.00 000 Goo l�T � 27.56 11.93 2 2.00 13r4" 4 1 26 16.13 1.22 e ak gaRaEJmW� Val"' 1,1 w 1,r o.ao o.o0 1.r 0.00 o.e 2' 0.00 OAO r 0.00 am 2.6" 2 6.00 2.OD 2.r O.00 0.00 3' 1 1 0.00 1 0A0 9 0.00 ..0o M> Vp a. �e 6alect Jandy 3-Way Vetere B0' aw FIPw Sba: My .' M• flw EQ L+ 1� 0.00 a." 1.r am 0.00 2^ am am r 000 0.00 0.00 0.00 2.8• 0.00 0.00 3" 000 0.00 Tota13-Way Veld. Lee. 6.00 2.90 TPtai$Novahww" '. 0.00 0.00 J and Sian: . C5200 4.30 1.88 None 0.08 Nct.IwWbackwOM VWa: aW re Vna.1 Iap huatl 9w IMa. Notre O.oO AP700 180' 139 080 _Jandq)Y�S { eries No. 0.00 COPY Total Dynamic Head dX-eriesJanCalculation Worksheet � li,in. Canpany. DOMCUSTOM POOLS Job 0:0 Bab. f7/620i8 Job NR Mc: IIBOW.LOW SPEED Adnas.7703 CITRUS PARK BLVD. Cwtouni PIERCE Stile. FL LP Goi= IneW chars. DMfe cal ordybe adaM1atl a M. ye6pwrx8a Shpe e16 2 malorcalOWaOfg Pod Wlume to Gnlan, MtdloraaabgsarW a lomavrreh to fiWone Par Mlrude (GPM} NMe amowrnhba5wdy estabii.lwd, o8ck on Me GPM r:a3 a Me redo/Ship a2 andinpat flew reh, Mar proceedlP Step 81 ProweaTlheRESETbatfon WIN*tmra(aputed/damatba to $M a new waka/rert. Worksheeroo f be eamidlea WaorpdmNd arfmuminal ca Caution: Pressing the RESET nuno0 writ clear all System TDN Calculi Results 'p"oW LINr9 t0 Alan d repo wOINShoet Tatel Friction Lose in Ft of 17.30 Water rMH) 0 0 Total Friction Lose in PSI 7.49 6 hour MFnever to is required tic cemply with ,PCP 15 aei T i. le CrnnAeMe Va/09 Olnmh Oa.Irrnrinn Gnat. TO" Reduc6ao 3.60 StamnTMiefthVersa 93.70 0 6. 36 47 wmb Numb 6 rapi v.ioftieii for AMP 1S b Tide 24 Standard. 7.36 0.129 0.00 0.00 2" 4.01 0.037 0.00 0.00 2.6• 3.20 0.018 0.00 0.00 ...... nr.a aarr.e -.... 3" 2.02 0005 0.00 O.oO 4" 1.18 0001 0.00 9.00 8" 0.82 00D0 0.00 0.00 . D.00 o.00 47 6 return Velipi Mutrad by AMP 15 K T0624 Standard. ib` 7.38 0.129 10 1.29 058 Y' 4.51 0.037 0.00 0.00 2b' 3.20 0.016 212 3.39 1.47 3" 2.03 0.001 0.00 0.00 4" 1.18 0.001 0.00 0.00 0" 0.61 0.000 0.00 0.00 TOTAL 4.68 2.03 d. F TaW deaeB Seok Rn TeMorCaOe 6' B 0.12 1.78 NMYnlaw n 4.12 0.00 000 0.00 0.00 0.00 Rd .ar r 4 0.30 0.19 FdeNetawb 0.00 0.00 (.00 0.30 0.00 000 Pc a1N4hv 2.8• 3 4 5 227 0.98 laaaw 1.67 0.00 0.00 0.19 041 OOo a WaaW 3- 000 0.00 fi1tli`^'�t' 000 obo 000 0,00 0.00 0.00 Raw. ,at, 000 0.00 RWbrlarb 0.00 film 000 0.00 0.00 Im Rd_ r 0.n0 0-00 Nlw..ta.b o.00 o.00 1100 0.00 DID!) Rr4lyaew 6.68 2.69 Step # b W Inn fc rwa4 r vu o©mom Step99 Sdv=f Hlf=. fnc4us ttlFnon Le,rn l F[. nWat."erPSI 1 �J step r! 13 I Ilow F 1,,1-Lossvo 1W , p51 IIIIIIIIf�-� Step # 7 Xe ..lur T 1 L4M Ft. u1W e w1 mj 'Pipee Sjznc 3wo41 rtofW �ta� IN+.V Yt. •.t FilteS CI ed ^^1 plw f pil r i Step 9 10 5=Iml llm4i •TmLoss,n frrCon Lossr �fl. n(Mlnlnr VSr Step # 12 �W s'arar i„II Ce;l! .0.rwr irµas. F _ref arer IN Fr.etion Loss vs Jandq)x 4*3 * eries uyzontaee FILE COPY FILE COPY 11RSTCNFI1 FOR - ODOM CUSTOM POOLS CUBOW RESIDENCE 7703 CITRUS PARK BLVD FT PIERCE, FL ENGINEER: GREGORY ARIAS PROFESSIONAL ENGINEER PE-73071 12115 561b Place N West PaimBeacL, 1l. I305)879-054 __ ^t "'ELECTRIC _ NOT-'INGWRO*'• PREPAR&ED BY: SHEET: STEVE ST / DRAFTING & 3T,{ DESIGN SERVICES /J�' 3 Ill °7R46 hard ctev�g vahnnlnm