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HomeMy WebLinkAboutPOOL SPECIFICATION 5-15-18WATER FEATURE (2) 12" SHEER DESCENT WATERFALLS ON +12" RAISED TILE WALL 10 Lf @ +6", 6 Lf @ +12" +6" RECEIVED POOL SPECIFICATIONS MAY 2 9 Z018 MAX.WIDTH 15' MAX.LENGTH 22' PERIMETER 65 rtment ' AREA 294 so ft — _ Permitting Depa MIN.DEPTH 3'-6" -- — _ St. Lucie County, FL MAX.DEPTH 5' ACCESS RIGHT ELEV. TOB. -1" PROPERTY — TILE 6"x 6" STEP EDGE 2"x 6" 1 TAIL — — COPING EDGE BULLNOSE N L1_ INTERIOR FINISH GEMSTONE WOO—(JLKHEAD 15' REAR SETBACK +12 _ 11 CHILD SAFETY BARRIER WRAP PER CODE 21 ; Nx POOL 15' x 22' T.O.BEAM 11 R R6' _294-65' @ -1 31-611._......_ el �' 1d, DEEP/ 8'-6" 5 R5 DEEP 6'x8' �. 6-4 SUN SHE F ' w/BUBB ER & - UMBRE SLEEVE R7'-6'' �R41� 6' BENCH � V RT N..........._. L..... _ ........ .. W. .:� : II 11 7 T-611 vvi LU N i9 a w Z "o' LyANN�N�N .U):� (n: W.J �� Lu Z: Z. W :LuFF - J � ti Z / LED NICHELE! m u a N. �W!U: POOL m aQ _.... - E Q AREA EXISTING CONCRETE SLAB @ 6.59' L J \. 8' - Qn EXISTING PAVER WALKWAY SWIMOUT 18"x 6' SUNSHELF 6' x 8' FILTER CS-150 TIMECLOCK YES CIRC. PUMP JANDY (FLOPRO) 1.65 VARIABLE SP POOL DRAIN 3"x32" CHANNEL DRAIN MODEL#CMP25506-320 POOL RETURNS 3 BUBBLER 1 on SUNSHELF VAC.LINE VALVED SKIMMER TILED CHLORINATOR SALT GENERATOR]ANDY WATERFEATURE (2) 12" SHEER DESCENTS RAISED WALL _10' @ +6" / 6' @ +12" �— LIGHTS POOL LED COLOR NICHELESS TRANSFORMER YES J.BOX YES HEATER n a DELUXE MANUAL CLEANING KIT YES PATIO PAVERS BY OTHER EXISTING PATIO PAVERS TO REMAIN APPROX.GALLONS 9300 G.P.M. - TURNOVER HR. MIN. ELECTRICAL HOOKUP BY ACP SCREEN ENCLOSURE N A CHILD BARRIER WRAP POOL PERIMETER EXISTING STRUCTURAL COVERED PATIO i RESIDENCE BY Stt udeftnty Ii?03-0(0 3r{ j% ST. LIrCFV COL�N- Ti R n ISION RFVLFR'ED FOR C REVIEW D)BY DATE 513o01 i �/ j PLAINS ADD YERAIIT MUS BE KEPT ON Joi O13 To L'1SPECTION WILL BE Al' DE. SCANNED BY StLudpCauntv THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NEOEIIARY IN ORDER TO COMPLY WITH AU. APPUCAILI 000911 Guy+v�LEi; FtiSTci�chS GHf,IiAGI;h�ENTS ARE T HE RESPONSIBILITY OF T HE CONTRACTOR OF RECORD NOTES POOL IS BEING BUILT IN FLOOD ZONE " AE " WITH A BASE FLOOD ELEVATION OF 6.0' THE POOL ELEVATION WILL FINISH @ 6.4' AND THE EQUIPMENT WILL BE ON SLAB @ 6.59' DESIGN CRITERIA IS BASED ON A SOIL BEARING CAPACITY OF 2000 psf AND BACKFILL AREAS TO BE COMPACTED TO 95% DENSITY r- COMMENTS REVISED NOTES 5-8-2018 mmul"01"Im �IEXAND'� CUSTOM POOLS 50 SE. DIXIE HWY. (E-4) STUART, FL 34994 PH 772-444-3158 FAX 772-444-3904 LIC # CPC1457939 JOB INFORMATION EBERLE RESIDENCE 65 AQUA RA DRIVE JENSEN BEACH, FL. 34957 ST. LUCIE CO. LOT 3, BLK 3 RIVER WATCH PH 561-248-1637 ENGINEER 84TE REM GRATE & BRICK y" PER FF--_ MIN SLOPE e wt:LL POINT uc FROM MAIN COPING DRAIN H ATr AUX. PUMP LINE WHEN NG POOL •„F. '+,' < 6°z6" TILE GRATE SHALL BRICK PAVER PATIO —Pc301 construction complies with FBC 2017 ANSI-7 ANSI-15 BE SECURED IN INTERIOR VD p PLACE SO FINISH 4Ve" TYP. WALL-3,000 PSI GUNITE —Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 THAT TOOLS EjYJYD 1 —Pool Barrier to comply with Section R4501.17-6th edition FBC ARE FOR REQUIRED REMOVAL STEEL-TEX FORM —Skimmers comply with FBC 2017—R4501.21.2 6" IYP. FLOOR i OR KRAFT WALL — Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place TRENCH DRAT 3,000 PSI 13 0 12° O.C.B.W. GUNITE NOTE: FOR DEPTHS ( GREATER THAN 6' ADD TREAPLLA;DE .:..}•{ (,)13 COVE BAR 06- D.G. CUSTOM POOLS GRAM L B TO PUMP y TYP. WALL SECTION & WELL POINT (NO SCALE) f8 COPPER TO GRID DECK 1 ROW OF WATERLINE TILE WHEN PROVIDED PRESSURE GAUGES INSTALLED ON �\i FILTER SHALL BE AT 20" MAX CHLORINATOR FILTER PUMP FOR FINAL INSPECTION Ly EE WATERLINE BELOW THE WATERLINE AND HORI NTAL INSTALL +12 PUMP WW//N R k -s 5._0„ u� no VISUALLY SET APART a& FROM POOL PapL ENRNs LEVEL FLOOR 7 1 13 STEEL o 12' O/C E.W. hill POOL DECK 6- THICK 1A 18 COPIER FLOOR SLOPES THAN 11 Is* TO ID FLOOR S OPE SNAIL BE REeS(HIMI Y UNIFORM AND N VEFV3CAL INSTALL IMIAFR COMPLY WON ARTICLES Set Vacuum (In Hg) X IJ3 Pressure (PSI) X 2.31 THIN 5.6.3 THE SUITE OF THE namR En Feet Of Head Feel Of Head PoolBon PB-2008 o NE swaaw ENa wwL N TBWNNB ra rcEP NxA sEur1 in Install in Plumbing T at least 3" Below Pool-YA31 GDpNFSt LINE NTH ac®+ EaoT N T m Vacuum Head + Pressure Head Water level in Feturn PipingAnstall 0, D90 5'-0" 12'-0"00 = Total Dynamic Head in sprinkler bo for easy access 22'—ONE SWIMOUTS WATER BON DETAILS FOR SHEER(ND SCALE) T PIPING SCHEMATIC TYPICAL SECTION THRU POOL <NO SCALE) NICHLESS LIGHT SYSTEM (NO SCALE) RETURN _ CUSTOM MOLDED PRODUCTS INC. HYDRO -STATIC RELIEF THREE-WAY SINGLE CHANNEL DUAL OUREf CMP 25506-32X VGB DEVICE INSTALLED IN WATER TO SHEER VALVE PER FRC4501.6.s COMPLIANT 32" CHANNEL DRAIN AREAS THAT EXCEED V DESCENT COMPLIANT WRx WATER TABLE IN SHELL 2017 FLORIDA BUILDING CANE 7 LISTED To ASMEANSI AT 12.19 TRENCH DRAIN .E 32" CHANNEL DRAIN AND SUMP ,Aj" POOL "`''"' 25506-320-000 )))``T''" FILTER THREE 2° SOCKET z 2.5" SPIGOT PORTS To GRAVE *DEBRIS GUARD INCLUDED '38.79in? OPEN AREA •IAMPO LISTED FLOW RATES 2.55" -WHITE PVC BODY *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP MAIN DRAIN SUCTION FROM POOL 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 1.5' plumbing and 268 GPM (floor) and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction POOL DETAIL TYPICAL SHEER DESCENT DETAIL fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 16B GPM (NO SCALE) ( SCALD (wall) w h 25' 1 b' d 184 GPM (fl ) nd 176 GPM ( IQ h ' 2" f b' 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 0.10' 88 gpm 0.05' 117 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' en using pum Ong an oar a wo w an using pum mg. OUTS] DE ANGLE of REPosE POOL PATIO VSFHP165 PERFORMANCE CURVES 6' o0 FURTHER - a° THICK WALLS w/13 REautEACH WAY .;.-, �,.- ..,°.. to Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer T 3' TO 6' - 6° THICK WALLS W/13 REBAR e12" O.C..C. EACH ACHH WAY WATER LEVEL ." ,.. _ 0' To 3' - 8' THICK WALLS W/13 REBAR 012" D.C. EACH WAY 'E ' -"°� "' �'�' ` 1. Calculate Pool Volume: __=ft_---x 7.48 al Ft al i (Surface Area) (Average Depth) (Volume in gallons) 4i LL WD 2. Determine Flow Rate: _ 9,300_ gal _ 255 __ _ 37— ure Flow Rate) (System Flow Rate) 6 ft. a POWER SUPPLY = 60 Determine Pipe Sizes: M %. Trunk Piping to be 2.5-inch to keep velocity 0 8 fps max. at_ 117 gpm Maximum System Flow Rate. 12 3 ft. — so Return Piping to be__25_inch to keep velocity 0 8 fps max. at_ 117 gpm Maximum System Flow Rate. UNDERWATER :�I, 3 LIGHT 40 Main Drain Cover(_ 5EE ABOVE _) System Flow Rate must not exceed approved cover flow rate. I" PVC CONDUIT (Make and Model) See Engineering Page for Drain Configuration � s •.�,. D Sa ROM 3 3 3 POOL FINISH ¢ ,laoa raM 5� SCHEDULE 40 PVC SLEEVE ,o vao RPM o ENTAIR GLOBRITE-SH '`Rrw TER a 2� AMP 30 7C } NO BONDING p W Pump Model JANDY FLOPRO VS H.P. 1.65 �� OR GROUND I'_ W ao io x so m ao ea 1ao 110 Tao In IV IN is Tao Ina RWa robFUSITotal H.P=H.P.x serutefador.lH.p. or more must be2speed or varMlMe speed EXCAVATION � SHORING STINSTAIIm ATO THE EXCAVATION AND OF REPOSE IS SHORING SHOULD BE M DELOWABLE PROVIDED. G4/USION POOL PROD _ REQUIRED LOW 31 GPM FLOW GPM Filter Make JANDY CS Size 150 QC� SUFFICIENT To SECURE SOILS FROM EROSION OR SETTLEMENT Fill min. areal on 6hr. tumownflow rate pool Dal.1360 min. = Flow Rate NO COMPACTION TES OCCURS OR ENGINEERAPPROVEDTEIF ANY DOES NI HLESS UNDERWATER LIGHT DETAIL HIGH 85 GPM Divide G.P.M. by Canddge= 375 or Sand =15 or D.E.=2 • TOR TO THE TEST OF THE HE PATIO EO MATERIAL ARE PRONGED PRIOR TO THE POUPoNG OF THE PARO ND SCALE) Time Controller make ON PUMP Model ----- Controls must operate a minimum of two speeds. The higherseed override is not to exceed one rmrmM cycle or 24 as whichever is less MISC. NQTES 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2x6 CARLE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2. HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED +6° ASM POOL PROFESSIONAL NALENGINGORY ARIAS PItOFES.SIONkL ENGINEER PE-73071 10" MIN 1211556tb.PlaceN w 7weat.prdm Beach, FL 334 DESIGNED FOR: (3Ds)a79-0541 ° < STEP DETAILS _ 1. TREAD Is MIN OF 10° WIDE. ALEXANDER POOLS 4#4 2. RISER NOT GREATER THAN 12' EXCEPT IF EBERLE RESIDENCE ELECTRIC r9or-1Nci_uDFD.. MORE THAN (3) DREADS ARE USED 3. ALL STEPS TO BE SOUD GUNITE 3000 P.S.I. 65 AQUA RA DR PREPARED 8Y; SHEET: JENSEN BEACH, FL STEVE HORST 2 STEPS DRAFTING & DESIGNS SERVICES (772)201.7846 AorsLsteve@yahoo.com 3 Total Dynamic Head Calculation Worksheet Company. ANDER don Job W.JERENLE41IGNSPEED Address: 6 AQUA f Cnyfrown.JJENSEM BEACH Sums: BaVndpafRa 01pol11pff0/fOwKIefMFiCe. Caution: Plassing me RESET button will clear ail yem w carts to start a MW worksheet. IVa91ms: 6 hour t ..' me is mquimd m camPiy Win M��Mlm 85 - N,wpm:kc. Dale. i/20^M18 pK IN GWpnsaodloraapbl/WNng e DPLONwW tlK aldot8np IY2andbpal .bKarlwaeMahe.t fWhNSNerrne System TOR Calculation Results FdeHon Loes in PL of 46.03 t1TDN7 Friction tnesp Pill 19.93 Versa Plumb Reduction Results TDH Redw3 on 7.50 d Syiten TCN YAM wM Puma 38.53 ibwaard+ 0m 000. 0.00 II 0.00 022 d 3.60 9.25 (.m 0"�f+ en 0.00 0.00 ON 0.00 0.00 RdwaM r 3 0.67 0.29 FdaNlalowb Maus. ODO o.m D.m 0.87 0.00 000 2.6e 5 + 3 2 3.42 1.48 Fne.11 lee. Rawsle 1.92 0.00 056 OA3 049 000 r 0.00 o.m clusml b R awa.r O.m 0.00 D.m O.m 0.00 0.00 A' oAo 0.m �p coo 0.00000 am 0.00om a °.m °"00 Raw,1w o.m 0.00 bm om o00 o.oD Td7AL 11.34 6.77 S[cp 6 Stan Select Jaady 3 Way Vabe SNaigMnw..e:OM 4000M 000 r 5 3- 1 7 ri, '.t 0.4 Vatm 1WtN.M'M Pi- siac Chn i, V.1- Fr,,.- 1 W zcr titep # 9 M1rt Filer r .x. Fr rtion la+. PS I�I�® rI � ( 1-.1, FSl IG+<Sie. fl..h Ja ree r u: W:rinr Step #11 step #12 Gk ValrV.1'.4waaM1 r. m�... Frr rn lure In eleR Salr(all rR e F,rG of Watn rr etI�P51 Ft. Stop 7113 51 1 few F L e F ct lazv r^. V i it nl Wafcr P53 andy. j Proeries LyZOD7Ae* Total Dynamic Head T ('� Calculation Worksheet J 5 Pro�er es byxxncw- Compmly. EXANOER Job::O Dale. 2/YD'2018 Job Name. BERLE-LOW SPEED Address: 86 AQUA RA DR ChylTown, JJENSEN BEACH Smm:O ZIP Coder Immuciums: Dap can Only M dtkd W uK y&Ww od& SWI #1 A 2 aK 1h, ealeoh ing POW 1pwma In edllona cud for MasWpMng n pivtovOr twain Gdbn# PwNInuK (OP1ry. XdK tumowrrmob dtwdyO etlar on th lRalOW1 W /M wdof3lep 172 rWbput Reredie site procesdp Stop#a.fsfenno sK RESE7bunon wltl rdeareM llpupolmornlNpnp DprtanIW werBalK#L 1Y0111111rW [Nn(p s.e.aro site orprlMedprruwK Kbnnee. �Caafion: Pressing lye RESET bums wdl cHarall System TDH Calculation Results yHlow cefls u, stw a new worksivot. Twat Fnaion Lose in PC W 10.86 bakukuPad Volume: - water(MM) i u i u Total FdcdonLoosinPSI 4.70 6 how Mtnoyer mm is mmiimd to cnnpiy wen APSP 15 and Title 24 Sbim!a ds Verna Plumb Reduction Results TON Redueflon 2.50 ° 6"Ou 37 I�� Stan TM MaPlumb 8.36 14cta„4af d. tarn Tst^tcr rf=rtr.^,T�r^^.rr..tm^;17�C'i<T'I^,^,^ -. �Y M YciMhiR ) F-Qleml In Ft. Tofal nlpth of PriGt LOK In FMicn toe in System GPM Su[IiOa, P,0.'. $lie a! Systen GAM of warce ' n. Pape Ft. cf Water PSI ©®111111111�- Swtepk4 N,tv. ,-e 0' ftl ) 1 f oO fntll�gl Y tt[an la- k o fassr .c srel ,,, avM war tt, vrr. F .r w.l, vs1 Step # 5 sicpa6 r,' I r,'a, , i ...... G1Pn e A en a W � 1e F o, less r V.I ry m "C.... �w�a ��®MKMW rIW$ s 9 lve InPu[N 6 Y FnmanL Et WpyV of Fcnnnfusz nP51 J Fb Va142 InplR Namber of Frisson lass nPL If P:IN sin f.Mdr Value<n r+r Water fr n,a Lunzm PSl ®1111_111111111��. L bEep F 9 �r II V.c I P vt« slo.a.� Step d 13 -5� 1 an Fr� F': on lassrz v rt w h Y Psr step # to ==Ld.....��'"u6"r`'�.at"' I FI 10lma rn ja.. �PdSeries byZODIACa a.nnrnsmr rnn _ ALEXANDER POOLS EBERLE RESIDENCE 65 AQUA RA DR JENSEN BEACH, FL ENGINEER: GREGORY ARIAS PROFESSIONAL ENGINEER PE-73071 12115511"I ceN Wes[ 305 979-0.5 hiFh3 (3/05)679-0541 ***ELECTRIC -NOT NCLUDED- PREPAIn IT SHEET: STEVE HORST X DRAFTING & DESIGN SERVICES 072)201.7R46 hont6teyef@vabon-emir