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HomeMy WebLinkAboutConstruction Plans"Fnry c '*S���SY es� TILE CAP -yiE - +FLAT - L " X STEPS 2" Vto OvERPOUR "TOP OF WALL, TOP OF SKIMM a JUL :' /felt t L�:>C:. 7 tF4 s1 �;) �61**}"y t ","; lA��ita_f''i.� ��VC'•, ��6 ARr w p� w a". JI P... a,'.. fi3.4ry'°': Hk}t i?Y�id.df�.H 1➢Yi�.. V- •M1 iY —SG l km(m (, 4c Fill `_N t,t Tr Jcc +� c in �yz g2 .<a jZ �F- 2 ll7k--_ICtiWm>¢WOt7uC?t1i F33omax't �z�o©zv�i eUzc �¢> z �zY<� Qg apQaa cc v �I I 'a w x IL CL IL (3 I, t 3 4 a s ll� 1 + APPROXIMATE VOLUME IN GALLONS 11 1 `3 9 D 'PROXIMATE TURNOVER RATE APPROVED By ENGINEERED PLANS ON FILE POOL CONTRACTOR NO HOURS MIN I %N con i Pool construction complies with FBC 2014, ANSI-7, ANSI-15 —Water Velocity —Max 8ft/sec as per FBC 2014—R4501 —Pool Barrier to comply with FBC 2014—R4501 —Skimmers comply with FBC 2014—R4501.21.1 — Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place WHEN PROVIDED SHALL BE AT 20" MAX BELOW T11E WATERLINE SWIMOUTS (NO SCALE) PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION m A 5 O N Vacuum (In Hg) % 1.13 Feet Of Head MAIN DRAIN n Pressure (PSI) % 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 POOL DETAIL (ND SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER - 4' THICK WALLS W/13 REM 012' D.C. EACH WAY 3' TO 6' - 6" THICK WALLS W/j'3 REBAR e12- O.C. EACH WAY 0' TO 3' - 8" THICK WALLS W//3 REBAR e12- O.C. EACH WAY NM REMOVE GRATE & Y' PER FT--- MIN SLOPE WELL POINT PLUG FROM MAN DRAIN IN ATTACH PUG. PUMP RAI WHEN ECHOPOOL U wM R CAP THnUE a'hE ': '.. y ,. WHERE 6'x6' TILE GRATE SHALL 4' SLAB BE SECURED IN INTERIOR 2500 FIBER MIX PLACE SO FINISH 4J¢" IYP. WALL-3,000 PSI GUNITE THAT TOOLS ARE REQUIRED FOR REMOVAL STEEL-TEX FORM OR KRAFT WALL 6" TYR TRENCH DRAIN FLOOR 13 • 12" O.C.B.W. NOTE: FOR DEPTHS (� ' GREATER THAN 6' ADD TREADED ` ' . � a `.= `i� (i)J3 COVE BAR 06" O.C. PLUG GRAVEL BE TO PUMP TYP. WALL SECTION & WELL POINT (NO SCALE) POOL PATIO WATER LEVEL =E 12 VAC FROM _ POWER SUPPLY op S12E AS DETERMINED z BY LENSED ELECTRICIAN 1" LIGHT .4 .Y...'r= . .. CONDUIT UNDERWATER UGHT NICHE LIGfir NICHE ENCASED APPROVED IN GUNITE 1' 'w ,' GROUND CLAMP CONTINUOUS BOND WIRE POOL FINISH _ COMMON TO POOL STEEL, RAILS & EQUIPMENT UNDERWATER LIGHT DETAIL (NO SCALE) N• (2) #3 REBAR OR (1) #5 REBAR • 01 FOOTER DETAIL (NO SCALE) HAIR & LINER Y""� $ Iti CUB - CNN10- PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB PER FRC4501 66 COMPLIANT 32" CHANNEL DRAIN COMPLI NT W110721 OF llff 2014 FLORIDA BUILDING CODE LISTED TO ASME/ANSI A119 19, 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 TD PUMe 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 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 outs ports plugged andthe center part open is 200 GPM (floor) find t68 GPM (wall). When using 2.5° plumbing and 184 GPM (floor). and. 176 CPU (woW when using 2" plumbing.T. DandyFloProPum Max -Rated (FHPM) I To4f aynmk 1ba1 wN.�a" pr aRWh NnN Fe« «wx.w IPc9 3 3 3 n(Q ib a. DN6 y50 ik in \� FI e m 5x M9M EGCAVATKIN INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:• Ack SNORING IS INSTALLED AT EXCAVATION AND SHORRIG SHOULD BE °'SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES r..Iwxs,raCOMPACTION TEST OF THE BACKFLLED MATERIAL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO LAW :c a 7 1.w ra ,.•. x 7 1..x �.. e, �.rc per, im .-.c x•c nn 1'sn Tao ba Mwwa.. awe«. w.wwn HIGH 88 GPM -j GPMj MISC. NOTES z 1. ALL STEPS AND SWIMOUT BENCH EDGES �"� �J CONCRETE PATIO WILL NAVE 2x6 CAPTILE BORDER OF OPPOSITE TREADS TO BE BOND TO ANCHOR COLOR OF GEM FINISH FOR VISIBIUtt 2. HANDHOLD TO BE INSTALLED ARE WHERE SLIP RESISTANT CROSS BRACE DECK RAISED +6' ABOVE POOL 10" MIN A' 4 N 6e A 4 STEP DETAILS 12" x30`L CONIC, 1. TREAD IS MIN OF 10' WIDE PAVER PATIO43 ) BARS 2. RISER NOT GREATER THAN 12" EXCEPT IF 12"W x. 12"D X(4 MORE THIN (3) TREADS ARE USED 3. ALL STEPS TO BE SOLID GUNffE 30M P.S.I. FOOTING WITH - #8 GROUND WIRE STEPS (ND SCALE) BONDING DETAIL for LADDER and/ rDr RAIL (NO SCALE) DECK —­1i 1 ROW OF WATERLINE TILE 33 --- 0 WATERLINE — MAX C 7 /3 STEEL a 12- O/C E.W. 6" THICK 14' SLOP -� A i xswly imimr-ImIlij II.: THE SLOPI OF BE R OOR But THE N WALL nowg s THE DEEP MR SHJ!11 .n EX ai I FOOT IN Iur 28'-0'' TYPICAL SECTION THRU POOL (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 m 0.10' 2.5' 88 gpm 0,05' 117 gpm 0.09' 3' 136 gpm 0.04' 181 gprl 0,07' 4' 234 gpm 0.03' 313 gpm 0.05' 6' 534 gpm 1 712 gpm 0.03, W&L5 SRL NOT SI OPF OREA ER IRAN 11' Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: _—--ft__--x 7.48(gal/Ft) = __=gal (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: 11,639_ gal _ 300 __=__ 39__--+_XXX __= ....XXX Determine Pipe Sizes: (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Trunk Piping to be--2.5—inch to keep velocity @ 8 fps max. aL_117 gpm Maximum System Flow Rate. Return Piping to be— 2— inch to keep velocity @ 8 fps max. at 117—gpm Maximum System Flaw 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 DANDY FLOWPRO 2 SP HA 1.5 Total H.P: H.P.x sevim tador.IHI or more must be 2 speed or variable speed Filter Make JANDY CS Size 100 Filter min. area based on 6hr, turnover flow rate pool gal.1360 min = Flow Rate Divide O.P.M. by Canddge = 375 orSaM -15 orD.E. -2 Time Controller make ON PUMP Model ------- Controls mist operate a rNnimum of two speeds. The hiahersoead overcMe is norm axrmd nne nnmal rn(a rr 9a hm wMrHaw.m Iacc DESIGNED FOR: LOUDEN POOLS HOSON RESIDENCE 5607PALMEITODR FTPIERCE, FL ENGINEERrGREGORY ARIAS PROFESSIONAL ENGINEER P&13071 12115 56th Place N West Palm Beach, PI.3"' 4TI (305%7=41 - ***ELECTRIC NOT INCLUDED*** PREPAREDBY: --� STEVE HORS DRAFTING & = Z DESIGN SERVICES - - _ - II.1806 hoLsLsteve@yalifte m Total Dynamic Head Calculation Worksheet r anti/ Series ��----Il b,WDIAC° Company: OUDEN '�#'i� Date' tdBTlMt/T Job Name. UDSON-NR+N SPEED A ddress4W PALMETTO OR Cay/Town. FrPIERCE Stafe. Zip Instruction,: Dab den otuy be addedW ere yell mcans. Steps #f a T amW dakuletlraJ Pool Volume hr Ouellette and W esrablishfng e bmoverrab in Galion Per Minute (GPM). if Me turnoscr nn is already esbblished,, click on the GPM cell at the end of Step #1 and input Pow MM, Men proceed so Step#3. Pressing the RESET button will dear all frowned infi m,006 to starta new Worksheet. Worksheet can be saved to fie a printed for future reterrace. C`nllffln'. a In Fars + )ntrn - nh ci... all System TDH Calculation Results 2'l) N1. 1 itiR J-NJ W9k l#lM3t Total Friction Lola in Ft. of r� y V� CakWate Pool V.I..:_^ +I.+'-i''ll♦I� AL+< Total Friction l.pes in P81 19.33 W 'Mover/ [ "gw,fot+rol tglq'uAh APW 15 and rue 24 a:anaad % Versa Plumb Reduction Results F, 0. (Wat 3�� i PMea toxin Met Waux r rr r r• R. ar Wale 3 F 1Rtpn resin. r t. i i i Inqut TUG q� 1➢55 «r fnCtNrrt WE n Imp L Gf S putty D I O J I F Ct L kr Nrnnlnrs nR5( O(IrR WatBt P54 Nil' al'4kae �Ut'�iOdM NCS 6PN IWatBr Step # 9 eekLt [liM Lau Ia Fr R on Ltl55 to Ft of iWatet PSI 2 ,n Mar F R on Lass in K ttlon Louin _E R PI WMbv P51 P # if,'; 1 Lass n kflttl nLO551a Wffi PSI f tlf Jand- c - � Pro)eries 1ayZODIAC- Total Dynamic Head dandy Calculation Worksheet Pro Series bylpn/AC+ Company. lNIOFJY Job#.I� Date. ySTIYIHT Job Name: UDSON{OW SPEED Address. iW—PALMETTO DR 3.—^ --{� Cfty/T0— PIERCE State:® ZIP Code.T_—a Instructions: Pate c tlybeadeledtody-'bwcaas.settle, #18Ymefwcakulaang Pool MWIV~ in Gagdn and W esmWiSMng+ bmnquem MGa er Mirtub(Gle" tumour isakesdyesMbfisWdkko ftGMfcefiat MowWof SMp#2#mllAWd gownte,thmpxa..-mStePREPressftj RESETbusonwlfickwaiiipuWiamnadORMstsnarbwwarbaheeLWorMhoOmbe srva wafiedprimedWfutumfeereude ' cl rrov . ' n l :.-s W : i d", �c System TDH Calculation Results ,If< t si a c o as,icoa Total Friction Lola In ft. of Water (TDH) 4 0 Total Fdctbn Losslrt PSl >3.� r SrlI e 4Stan riio,•si tl . - . sr ,5 r a ie e 2a Standard Versa Plumb Reduction Results Calculate GPM & Turn or G IIQI i.. TDH Reductbn t � 111 I qa� ISystem TDR erm Van � � 5 JA pane Plumb 61 s suction e6o' it 'eq." d b` APSP 1- 8 Title 2A Standards olat Ulf am DAtt' GTO LWA �F a a 0nn Ftl 5lanwr¢ as rttx: bsorc evuvnrg r ...t pne r r iris -n con front i nku4rz ipn m Fstf w �q low n. a Waex. F4 twaty 054 0.00 1 ON 1 0.00 I 0.00 OAO ' 091) Step # 6 i,IgM1 Tn[p13eo< F,K[an lMSrrt- rich 4e'Lox In Snpni5YE 0( InPui NUMlur oi. 4nrllrlCue Fnc[onL P,rlyrn L7rNin Pi! pr;11Y f[4lwMer. YSl N[[w'U E1cCelt NirU�a [fa.Ua15' 4etum GPM 'fa. Pf Watetn :. In I i inn tars In rt[don Lou In It, ,water: a5l Step # 13 Selett in-aro FeKt on loss n fndiontescin. v lve ft or WaMPSI to 0.44 CFeck Valve In3aln Mwr of lZdwtll 1111 1—In P$I Pipe Siie <eieckv'a1re5. p, R. Of Waver ANEW a Lass in /muftis toxin. ( Wate: Psi I.. InRall e. Install Jagq� e byZOD1ACv nr,oTrmFn Fnu LOUDEN POOLS HUDSON RESIDENCE 5607 PALMETTO DR FT PIERCE, FL 1� 15 5fith PlaceN West Ppim BeocS,i'L 334 l - (305)879-0541 PWAREDAY:-SHEET:- STEVE HORST 3 DRAFTING & DESIGN SERVICES /— 2