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HomeMy WebLinkAboutDechiaro pool plan submittal2.5"-(JETS)SPA CHANNEL DRAIN 2.5"-(CIRC) SPA CHANNEL DRAIN 2.5"- SPA RETURNS 2.5"-SPA JETS SIZE: 6' X 8' CUSTOM SQFT: 48 DEPTH: 3' PERIMETER: 28' EST TOTAL GALLONS: 664 SPILLWAY: 3' RAISED HEIGHT: 18" JETS: 6 RETURNS: 2 TILE: 6" X 6" INTERIOR MATERIAL: FLORIDA GEM SPECIAL: NOTES: 6' X 8' CUSTOM SPA RAISED I8" WITH 6 HYDRO -THERAPY JETS AND A Y SPILLWAY I JCS 811 may\ `f �O v so SCALE: 1/4" = 11 0 EQUI PM ENT POOL PUMP: DANDY FLOPRO 1,85 HP VARIABLE SPEED 32" CHANNEL DRAIN 316 GPM AT 3.9 THE SPA SHALL BE EQUIPED AND FT/SEC THRU GRATE- SINGLE PROTECTED BY A POOL GUARD POOL UNBLOCKABLE COMPLIANT W/ 6TH ALARM. (SEE DETAIL) EDITION (2017) FBC I 59' EXISTING POOL LED NICHLESS PERIMETER BONDING WIRE AT 18" MIN - 24" MAX FROM W.L., (SEE DETAIL) LEATHERED MARBLE PAVERSSET IN SAND 1 48" HIGH POOL BARRIER PER 6TH EDITION (2017) FBC 471 31' ----------- -------------I------------------- -------- --------------------------------------------------------------- ---------------------- 1--- 101611 ' 29' pvv 2ND PUMP: DANDY 2 HP AND DANDY 2 HP BLOWER FILTRATION: CARTRIDGE FILTER SIZE: SANDY CS-250 HEATER: DANDY JXI 400K BTU GAS HEATER INLINE: DANDY SALT CHLORINATOR TIMER: SANDY RS - 4 GAS: SPECIAL: ! .. EXISTING RESIDENCE THE YARD WILL BE PROTECTED BY BARRIER FENCING AND ACCESS GATES TO COMPLY WITH 6TH EDITION (2017) FBC. DECK DECK TYPE: LEATHERED MARBLE PAVERS SET IN SAND TOTAL DECK SQFT: 1,341.18 PERIMETER: 257' 8" ELEVATION: TBD LIP STYLE: MATERIAL 1: LEATHERED MARBLE PAVERS SPECIAL: 54 LF OF FRONTIER DECK DRAIN NOTES: A 461 711 rn EXISTING COVERED PATIO LEATHERED O� MARBLE PAVERS SET IN SAND 20' 11„ Address:` •O!' TER City: PALM CITY State/Zip:4a9 •• have r • • give my 2pproval to proceed constructionofthis project. -------------- ! Signature % ?e/ 5, Mal �. 725 SE MONTEREY RD Stuart, FL 34994 PH: (772) 419-5151 FAX: (772) 419-5101 LIC# RP-252555006 .......................................................................... Digitally signed by Mi, iip` pan�IlRandallRodgels,P.E.- �(VVtI R 11 F_Lic No.68212 DN cn—M. R3r:dall Rodgers, Rodgers,P.E.-FL Lic. h1o. 18212, o (772) P.E. - FL 201-163 -1801 karelwood Drive, Ft. Lic. N®. Pierce, FL34982 ,. Qi eMaH=kxfox6hntrn3;l. 682112, `— Date: 20.06.02 23:09:50 04'00' 06-02-2020 M. Randall Rodgers, RE FL Lic. No. 68212 1801 Hazelwood Drive Ft. Pierce, FL 34982 PH: (772) 201-1634 1 i —Pool construction complies with FBC 2017, ANSI-7, ANSI-15 APEX PAVERS & P00"OLS —Water Velocity —Max 8ft sec as per FBC 2017—R4501.6.3 —Pool Barrier to comply with Section R4501.17-6th edition FBC —Skimmers comply with FBC 2017—R4501.21.2 —Soil bearing Capacity assumed 2,000psi @95% compaction 725 SE MONTEREY RD STUART, FL —Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place or approved Hurricane Rated precast equipment pads H 71Z-41 ?-5151 FAX 772-419-51 1 —Water Heating equipment to comply with FBC 2017—R4501 CPC-1458696 OVERPOUR OR CAP TILE PRESSURE GAUGES INSTALLED ON WHERE APPLICABLE 66" TILE FILTER PUMP FOR FINAL INSPECTION 6"x6" TILE e•.:p• 'i• HEATER FILTER a•n .. • • CHLORINATOR SPA BENCH 18" :$.. PUMP w/ HAIR & BELOW WATER LINE e :. - LINT STRAINER ' ad GRATE SHALL 'A' ••.� SPP RE1���S BE SECURED IN PLACE SO g- ; ;-.' 4Y" TYP. WALL THAT TOOLS " '_" 4" SLAB HEATER ARE REQUIRED "a ' 2500 FIBER MIX BY-PASS 6" TYR A •; °a Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 FOR REMOVAL FLOOR STEEL -TeX FORM Feet Of Head Feet Of Head OR KRAFT WALL TRENCH DRAIN * . g . •.r ;, i4;'Y , . #3 @ 12" O.C.B.W. Vacuum Head + Pressure Head `ti. SFP�2 = Total Dynamic Head GRAVEL BE CH�E�O� JCS TO PUMP _._.._...._._..y,.. SPA WALL SECTION (NO SCALE) PIPING SCHEMATIC #8 COPPER TO GRID CUSTOM MOLDED PRODUCTS INC. Determine System Flow Rate: Minimum Flow Rate Required: 35 m per skimmer Y g 9P p POOL PUMP 1. Calculate Pool Volume: ---__ =--ft-===x 7.48(gal/Ft) = __-__ __gal HYDRO -STATIC RELIEF VENT LINE NOT TO BE SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB (Surface Area) (Average Depth) (Volume in gallons) DEVICE INSTALLED IN FURTHER THAN 40 FT PER FRC4501.6.s COMPLIANT 32" CHANNEL DRAIN 2. Determine Flow Rate: _ 46 _ gal / 180_=103 +^XXX XXX AREAS THAT EXCEED 1' HORIZONTAL INSTALL FROM POOL 25' MAX COMPLMR wiTH (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) WATER TABLE IN SHELL WET LENGTH 2O17 FLORIDA BUILDING CODE .. .3.: Determine Pipe Sizes: TO JET : . TO FILTER LISTED TO ASME/ANSI Al12.19.$ Trunk Piping to be_2.5_inch to keep velocity 0 8 fps max. at T 1_7_gpm Maximum System Flow Rate. BENCH DRAIN PUMP • x;, PUMP l I Return Piping to be-2.5 _inch to keep velocity @ 8 fps max. at-117-gpm Maximum System Flow Rate. #8 COPPER �Tl32" CHANNEL „ Main Drain Cover(___- SEE ABOVE) System Flow Rate must not exceed approved cover flow rate. 70 GRID TO AIR S.•.. •: DRAIN TO AIR 32" CHANNEL DRAIN AND SUMP l2.5 POO VENT a't', r, r @ i.*µ VENT 25506-320-000 (Make and Model) See Engineering Page for Drain Configuration VERTICAL INSTALL i : s:••`:;.' '++:.e:. `• ;:; *THREE 2" SOCKET x 2.5" SPIGOT PORTS 2,5" SPA *DEBRIS GUARD INCLUDED Pump Model JANDY FLOPRO VS H.P. 1.85 aTO MVEL y P �� ,•. k a ; *38.79in? OPEN AREA Total H.P.=H.P.x service factor. I H.p. or more must be 2 speed or variable speed 8f PoolBond PB-2008 '. .:.•,.;'; ,;;: �'.'a;;.•.;;•.: .. <. *IAMPO LISTED FLOW RATES L2.5 *WHITE PVC BODY Fllter Make JANDY CSSize 250 g'Install in Plumbing T at least 3" Below *COVER GOES OVER BODY TO GIVE FINISHED LOOK �� 2 Filter min. area based on 6hr. turnover flow rate pool gal. / 360 min. = Flow Rate SPA 4Voter level in Return Piping.lnstal Divide G.P.M. by Cartridge = .375 or Sand = 15 or D.E. = 2 in sprinkler box for easy access The maximum flow rating for this suction fitting with the center port plugged and outer ports Time Controller make ON PUMP Model ------ MAIN DRAIN open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor) Controls must operate a minimum of two speeds. T and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction The highers speed override is not to exceed one normal cycle or 24 hrs. whichever is less POOL DETAIL %ATER B®ND DETAILS ryn SPA DETAIL fitting with the outer ports plugged and the center part open is 200 GPM (floor) and 168 GPM (NO SCALE) NICHLESS LIGHT SYSTEM (NO SCALE) (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' plumbing. V5FHP183DV2A P11fa1--i.— CIRCULATION POOL PATIO :.. ... - WATER LEVEL a;:.:..a :. r `' :4;a RPN _ .;Gla P.M 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' 2.5' 88 gpm 0.05' 17 gpm O. 3' 136 gpm 0.04' 181 gpm 07' 4' 234 gpm 0,03' 313 gpm 0.05' 6' 534 gpm 0,02' 712 gpm 0,03' 12 VAC FROM v —" ''`" ,. POWER SUPPLY�" Determine Pipe Sizes: HYDROS 2 UNDERWATER —��, � �, *aa c 2 5 P Y P 117 y Trunk Piping to be__ _inch to keep velocity @ 8 fps max. at__-gpm Maximum System Flow Rate. LIGHT g : 1" PVC = Return Piping to be 2•5 inch to keep velocity 8fps max. at t7_gpm Maximum System Flow Rate. CONDUIT :._ Main Drain Cover(_SEE ABOVE ____) System Flow Rate must not exceed approved cover flow rate. 73r7 R"'i (Make and Model) See Engineering Page for Drain Configuration POOL FINISH .. ,., Pump Model DANDY FLOPRO H.P. 2 • SCHEDULE 4D PVC SLEEVE .•... ', NO BONDING ,' --iliflilll•f flll`fH11fN1-NiHHtI tNNllfl'11fN11H H1111111 WHIM`t1fif Nf1111N `IfBffaflf-lfHfifli IfIffiflf-1fIlI flfor Total H. P =H x service fact 1 or more mu be 2 speed variable peed p. st a ar a e sOR � GRcuND Fllter Make N/A Size ' REQUIRED F .. R.W, Gallons $1., Minu9rm Filter min. area based on 6hr, turnover flow rate pool gal. / 360 min. = Flow Rate Divide G.P.M. by Cartridge = .375 or Sand =15 or D.=. = 2 NICLESS UNDERWATER LIGHT DETAIL HIGH 93 GPM Time Controller make N/A Model ----- Controls must operate a minimum of two speeds. C NO SCALE) The higher seed override is not to exceed one normal c cie or 24 hrs whichever is less Jandy FfoPrrx Series Purlilas SPA JETS 10ax-8 atoll tFF14 1 T,W 4ip =K f1gM .e:t ftE .- tq> ft l J E 3 Pipe Size 6 fps s 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' 17 gpm 0.09 3' 136 gpm 0,04' 181 gpm 7' 4' 234 gpm 0.03' 313 gpm 0,05' 6' 534 gpm 0.02' 712 gpm 0,03' M. RANDALL RODGERS, P.E. FL License No. 69212 1801 Hazelwood Drive Ft Pierce, FL 34982 (7n)2011534 I DESIGNED FOR: I 3 APEX PAVERS & POOL 06-02-2020 ` a J-, ***ELECTRIC NOT INCLUDED*** t - •NvF P, D P.9 1k-m4 W. ^ DECHIARO RESIDENCE ' R `""" ` '•. i �f 1515 NW LANCEWOOD TERR PREPARED BY: SHEET: ZZ STEVE HORST its g3m:F .R'�:bN ,�.FEn FEI�/r,'WP PO. E PALM CITY, FL DRAFTING & FULL 94 GPM-�•���_� DESIGN SERVICES 3 f *, (772)201.7846 horst.steverayahoo.com Total Dynamk Head R Calculation Worksheet a m, Yrc�eries ,^ 11 hv7_YYDtAC;^. Company. PFJa PAVER 8 PO4L Job #,E� flaw, Sl2J2JFt3 R Job dame, E[HtARt?-H SPFECD J Address: SYTotal Friction Loss in Pt, of 50.23 Water i Total Friction Loss in PSI 21.75 Wnsa Plumb Reduction Results e - ` ' �i�System i TDH with Versa N /��/��a, Eg /��///�/// /////, /� %/ �% /j //"�l"" /�j�%-� , �/i �//Ms /.//�//,,//,, -moll 4" 2.33 0:0Ga 0.00 3,CU 5 3.fi72 O.G nu0 QGO atYTAF 0100 0.00 93 3" 16,32 1 6,63 PER t e /i,%//.-i .7///"Ni /171../. 511 . ,.// / a� asks", s/r r 0101 -/ MIUM 1. 9 1t t t) J an s .;:.; Pz ) ,Series ,....... ., by ZODIAC - Total t?ynamlc plead T K Calculation Worksheet * I' Series b.'I..CYUt.4C: company. PEX PAVER POUL Job #: flafe: 6122U20 Job Afame, ECHIARO-SPA Addmss: system,syvem, MH ca Wavon Results o Total Friction Loss in Ft of 51.38 t?CRY i€TaH3te't� •:i .. Water(TDH) • ., .,,,: Total Friction Loss in PSI 22.24 Q Q Versa Pitunb Reduction ReSUtts .....r33s #19k kbpp�+rzfitt,. -sure fieuuesixsti $.75 94 System TDH with Y6 Z. 63 PiU"essa .•:: ..,.d i .,:..:. ..... '::i€Ya,:::. SYfY •' M %:g•.. r j/ 14,76 1 0.464 t a.w Is):rJ ��•� :. 2" 9.02 0.135 0.00 0 ry0 u i 2.&" fi.93 C 059 Q.00 C:06 cram £e,z� s s�gfr; 4" 2.38 0005 +S:Gfl G,00 0-10 gar oas 000 r,T vs7�i�. a c a/ ✓ .� 9` £9..7:F4f�➢�. 4GIi1 7Rxf6 ?Ka i� E3ii M 'm l- Ml /� , 0.C20 Ew .s° tz n L- £rs r wars, 2a.28 O.QO 0.00 a" z C w t- 1.62 0,00 0.00 n L- M fmw 4,16 0.00 0,90 3" ••••• •,•• a L- irs Fwat� w. 0.00 0.00 O.QO 4" �., 0 lsros f fttar €; Elri 0.00 fi.t n i.M in 0.00 0.00 .3.00 sat`» srxttrasierzro� errrzxhavca,�at9x © 1x. 2,. * Al"'I t- "� 4, r 9 C � %MIMI k § 16,90 1 7,32 -2229 9.65 0.0j 200 0.00 e 4 3.5u 2.41 1,62 2.32 Q.GO 1 < «.63 2.00 0,17 0,29 OM 0-0G 0-00 0.00 U0 0-M 0.00 0 DO G.00 Q` �� OM 0,00 0 00 #1AS 32.48 14.06 M. fl.C€0 Step #100 1 TiGt18 rF. F - � i C} �erle;ti 7m pa Ed. Zi ci �r RPQ pqpr; K' $ d 04 0 O ti $ $ d � -4'i. [fro "`7 E- M M �.8 u Z ,fix W ®s � 1y FF FHI �I® 3 Co w W n WIM W 00 W �mw $ � m06u �sgq3pp \ilf/ PR �ZPQ u u a c02 z rx a A 02 9��9nff9 �Wj Z z z o o_ W �i PAF E- ts W a0 ON R •°Oa. Z Pq W �0 ti Coot L�'i ¢9 O O "� C� Cr W N Nap R N Q m W CJ L4 "' boo .-9 pW7 CJ rA ELEC"FRONICALLY SIGNED & SEALED i:fE Randall Rodgers, o Porida ThOs �tern has been r',.Iectronical'y signed and Printed copies .s of sr;fi:.nt c1,e not considered ed sigrled and sealed and the SHA aufl' code rnu.st be verified on eawiy electrorflc copies.