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HomeMy WebLinkAboutConstruction PlansAo 0 �0 r m m� m co 0 E m n 0O r ZZO 40 <m WATER LINE _ UNDISTURBED OR COMPACTED/ SOIL TO PROCTOR L 6" MIN. STi1N0AR9 GUNRE/SHOTCR'TE J {0'PSI CONCRETE 'S3 O 6" O.C/BWW RFORDEPTH S' B' POOL SECTION 4" CONCRETE 1^/4"-3/e" V BRITE CANTI—LEVER Mr POLE CONCRETE W, OVER —POUR ALL SE 5/8" OR BETTER PLYWOOD SHEATHING 2"x 4"x 8' ® 2' O.C. cm 2'—T SHORING DETAIL N.T.S. DBN BRICK iu I BRICK _01! BRICK 1N SAND, �. ��CONCR�IE JS UPMy DECK SCREEN ENCLOSURE ENQNEERING (BY OTHERS) BRICK PAVERS 1-/5 flEBAR CGNT.ul,",�UNDISTRUSED 8'x ex 18' U-BLOCK 2500 PSI CONCRETE W/6"x 6" W PRECAST TE 30P9 28MIN CONCRETE JGOO PA O 29 OA15 # 10/10 STEEL WIRE MESH OR FIBER MESH, (1lb/' YD.')'O �O �O O—O 3—#3 REBAR'saL 6" SWIMMING_ POOL PLAN SCALE: 1/8''=';� WATER LEVEL 0^$ ppp 5' MIN. ^� I ia„ I 118u d 18" I 3._B. _ � 36,E VVV L 18" 1 1 O.C./BW ANTI-SNTAPPMeVID 1'-MIN. 1"-1-1/2"..2• �" R V PIPE PVC PIPE/ SPA_X-Sf_CTION DETAIL COVER FLEX PIPE —N.T.S. p 1'-MINIMUM J STEEL COVER 5"-10"MIN. ' PVC PIPING IN OIINRE/ SHDrCRETE WALLS SIO KOV .E. #1866a FOR POOLS @/OR SPAS t!' SWIMMING P@ c ` s/'" PLAN FOR - No 16668 HECTOR LWA ', STATE OF /%w\ FT PIERCE , FL ss ONA`,��\\\�� 4"J EL-SID ENGINEERING _ a" 10 - P #EB-0006831 139 ISLE VERDE WAY FOOTER:. DETAIL fffnnn 13 \ PALMBEACHGARDENS, FL 33418 D ,:• OC/BW (TIP CCnn wy I "G��. For ( KB JR ) p REGAR pT Eq I — D 12' OC 6W ( P.) NO uwncNS)� SE4LIN BENCH DETAIL SWIM OLIT BENCH,DFTAI TnR AV)- C 1 I'll' RE- STEEL @ 12, C?qw JD JG VDIIJAL y-SECT►©N w// 00- 599 -- WWSVERSE - 5KT10q_ vt�—GlU RM or COMPACT ED - $OiL To 95% 9AIJDARD RROCTOR BED- or CQ�'►PACSED 5°I ST%tNDAAv Pizoacla HAODI Oto DETAIL REVIEWED FOR CODE COMPLIANCE . ST. LUCIE COUNTY BOCC \O��NSV IKov* 26 No.16668 9- STATE OF - 4u i O •, � SlDNEy KOV4QE�, EL-SID ENGINEERING #EB-0006831 139ISLE VERDE WAY PALMBEACH GARDENS, FL 33418 For DRAWNBY. SHEET 1 OF SCALE 4"JOB NO: h1jDI4DLQ5 CW'WACE REVIEWED FOR D F( ODE COMPLIANCE OLI, -T. LUC.IE COUNTY 0 BOCC ' ;C PIPING SCHEMATIC trrs ' Aik r 6'MIN-12'MAX � H/W VAC LOCK QW40 Fec 201yySEc a39,t•�'•S-9.x ,i & ANSI/bSME A112.19.eM MMER M 2' 1RMRN To f5PA I t" RETURN TO 2-LED BURLMS 211RCTURN TO .pOoL ClZ 2!F - POOL / PIPE SIZE FLOW (ft/sec) PIPE SIZE FLOW (ft/sec) FLOW TFIRU S M i? MD GRATES. PIPE FLOW 2 (0.5 2 Z (6.5 < 8 MAIN DRAIN _ L SKIMMER 'Lip RETURN TO POOL/ SPA _--..2� _ 3 , 3 Is ` . __t •5 \ 10 . -._-.... Z n — G.5 4Ip ASSUMPTIONS: POOL FLOW 67% MD 33% SKIMMER SPA FLOW 100% MD POOL RETURN '1Z'FROM PUMP, V. FROMTEE, Iz•' M INLET PIPING DIAGRAM . 3—TREAD LADDER N,T.S. HANDRAIL & STEPS (240-SQ.IN. MIN) N.T.S. AIJsI q.'GONr_RETF. SLAB or PAVERS Q(AL F_Q%PMEAIT 5E",F.V _W'.1�/4 x 3/i1'TAPfDn15 or Eauro •# % No. 16668 ONE !liii,;/ _ a , STATE OF '!4U A �O PITS. .irs" :..:.�,_• ..... ..._. EL-SIDENV1NEERING Y-1cg 1�F:""'r• :rs -Open Area =38.79in' #EB-0006831 ur—,�..:--•^'�'`'•• •Flow Rate Verified Mo Iu 11to CPSC Tesr Protocol 139 ISLE VERDE WAY •/APMOListed Flow Rates: -For 2S•'plumbing using two auferp.rt:= PALM BEACH GARDENS, FL33418 4 '• ,_: _--___ - .,; ,. 308 GPM (Floor)8:212GPM '(Wall) For t.5"plumbing using ceme?rporronlY= For 2000PM(Flo1r)&'168GPM(Wall), •Fore"Plurnbiriyusing twoouterporrs= DRAWN BY. SHEET2 C 265GPM (Floor) & 792GPM (Wall) Tor 2"plumbing using centerport only JOB NO: E.. #16668 NOTES: ONE OF THE FOLLOWING POOL SAFETY - FEATUREOPTIONS MUST BE PROVIDED: 1. THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIREMENTS 0174S 2.17 OF THE FLORIDA BUILDING COOS 2 THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER. 3. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN ENT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 56db A AT 10 FEET OR; 4. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A SELF — CLOSING, SELF —LATCHING DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 64 INC14ES ABOVE THE FLOOR -- "AKP—I5 J (WIj�11tN1 F{pu/ iDr louR 7VRNOVEP 63 CIPM p 15on Mln►ut1U11_ VILT(1..F1f1Ay GAJZ1RIDRIE I�p'1. FT" <200 El _SAND FT1< o PE .... .. — FT2 < PJLTEft PuKR—WRVE P��►1�4tR_..t�rU.IEta.---�� -- E'.PUAIC R15ER DIAGRAM IMSr_ PAUCL Z� �n POOL ; r FPS Z�yG Iim If$N . W19CLI 1. THESE ENGINEERING PLATS CTOWN-N iTfil:BC N' )mEC. 4j4.2 PR(VA773�WIMMING POOL ABC 201. SEC. 4501, ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP ANSINSPI -4-92 & NSPI -5. 101.1.1 ANSI/PPSP-15 7 2. GUNITE/SHOTCRETE/CONCRETE TO ATTAIN 3PJ'OO PSI Q 28 DAYS. /-)r.1Sl/hl$QI -I AR511ASPCI ICC - 46,(o 3. RE -STEEL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACI STANDARDS. 4, PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS & FBC 451U.3; 2.13.2 PURPLE PRIMER APPLIED P RIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21 WATER PLUMBING PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 454.2.12A. 5. ALL RE -STEEL, LITES, LADDERS & HANDRAILS BONDED W1 #.8 GROUND WIRE TO NEC. # 680-AD14 6. SOIL STATEMEMENT:SWIvIMINGPOOL ISPA/PATIO —SZli4nWq gs ,%U13IF_,J}'aP?Zl-+10_ 1a11A 7. POOL / SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY BARRIER TO BE "THE BABY" FENCE OR ALARM SYSTEM PER CODE (BY I1/0 ) . 8. POOL / SPA BEATER INSTALLAT ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE CONTROL TO LIMIT WATER TEMPERATURE TO-5104 a F. FBC. SEC. 47A.2.14.4. 9. ALL GAS PAPING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELECTIRCAL TO NEC. At 680.12011; 10. AFTER COMPLETION, THE POOL/.SPA MUST NEVER BE DRAINED BY THE HOME OWNER FOR ANY REASON WHAT -SO - EVER. A LICENSED POOL CONTRACTOR MUST BE CONSULTED TO ACCOMPLISH THIS. HYDRO STATIC RELIEF VALVE IS USED AT ENGINEER'S DISCRETION ONLY. BACK FLOW PREVENTER ON WATER SERVICE(WPB ONLY It. THE POOL / SPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELEViNINATE STRAIN ON PIPING. 12. TYPE'O' POOL WALLS VERTICAL WITHIN I 1 a, DRAINAGE POOL / PATIO TO GRASS (PBC). 13. EL-SID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS, OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DIMENSIONS IN FIELD WITH HOUSE AND LOT LINES PRIOR TO CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND UTILITIES AT SITE. WATER EDGE SHALL BE 10' MIN. (HORIZONTAL) FROM OVER HEAD ELECTRIC LINES. , 14. THIS ENGINEERING PLAN REMAINS THE SOLE PROPERTY OF EL -SID ENGINEERING AND IS NON -TRANSFERRABLE TO ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER. 15. WARRANTY; THIS ENGINEER WARRENTS THE SERVICES PERFORMED BY EL SID ENGNEERINo ARE CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER WARRANTIES EXPRESSED OR IMPLIED ARE MADE. Pv1m(� II 1 1z1t b1p>n)gr r gas EQUIPOTENTIAL BONDING GRID g NEC 680.26 (c) 20 14 REVIEWED i Alternative Method per ®E w®�pPL. FL Senate Bill SR 283E 1VV�1 Executive Order 2007-187signedJune 19;PD IUCIE CO FBC 101.2.1 SO= Single 98 AWG bare solid copper wire around entire perimeter of pool and conneted to pool re -steel in 4-equally spaced places from 48 solid insulated tails and connected w/approved j mechanical fasteners i.e., split boll, bronze pipe clamp (w/bronze screws) 4" Grade for paver or concrete deck EQUIPOTENTIAL BONDING ' #8 solid ground wire shall be positioned 4" to 6" Into subgrade material of decking adjacent to ' Pool structure. This 08 wire shall be bonded to Pool structure rebar in 4 equally spaced points Where decking exist. This #8 wire shall be placed 1811 to 24" in proximity to pool structural wall. I POOL DATA & EQUIPMENT & CRITERIA: 11</., 2A1 /_,AI DEPTH VARIATION z) -/ co VOLUME %1 WO GALLONS SPA DIMENSIONS T�I—$'1 RAISED IF W / b JACUZZI JETS LJTE I LEV-./^ZS�^.♦0+ P POOL / SPA PUMP_P- ]111ULI FLo i L FILTER P - T-I2o0 PUMP 3 HP 100 GPMe7Sl TDN i(TURNOVERRATcEa�2�L HRS. LITES T LED -POOL WATTS HEATER- MWERTFi` NTU CIAS FUEL HANDRAIL A"ER/SWIM ;ClWIN •'wurv�� irEl•1C8i DIAMOND BRITE/GEM COAT MOP1DARP—COLOR IT /: SLIDE DIVINQ BOARD AUTO -VAC CLEANER NLINE CL2 �l1I�Ii I,S SHEAR DESCENT WATER FALL LIONS HEAD/ROSETTE FID bUIlULERP] PATIO ai 95a MATERIALiRMEtlI,II" PAVERS w/DOD .1.ItQ0F_D SCREEN ENCLOSURE FENCE uQl in 00 on on y �-3) 1.711 1 _- 14" PIPE REDUCTSD TO I" AND RUNTO DRCR BOX LED LIGIR. PINEQUAL IIM'�^ED RE PIPE ELECTRICAL DIAGRAM _ 60 AMP POOL PANEL W/ NTS 2'8Q4'd11 Sr - CU WITHIN MANUAL MOTOR STARTER SWITCH I" IN, ELEC. CONDUIT . HP FUMP MOTOR w/ BUILT-IN OVERLOAD SWITCH W/ 3 - 912 TIIHN #8 SOLID CU GROUND WIRE CU WITHIN1j" MIN, CONDUIT TO EXIST. PANEL f��W. GRPROTECTED) IME CLOCK 9,P.S.T. TOGGLE------------���{{( IN DISCONNECT ' SWITCH �---P nnnY .rnvme � 12 VOLT TRANSFORMER (GFI NOT RBQUMED) !UNCTION BOX , 3. ALL ELECTRICALTOCOMPLY WITH2911ANATIONALELECTRIC CODE, ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. 2, 3.012 THEN CU WITHIN 12" MIN. CONDUIT FOR POOL LIGHT(S), 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/09 SOLID, FARE COPPER. 4. PROVIDE W.P.G.F.L OUTLET 10' MIN. • 20' MAX. FROM WATER'S EDGE, S. ALL POOL PUMPS TO BEGFCIPROTECTED PER NEC 6B0,22(R).-2D1U Install In Skimmer. Comm • Using praperalzed plastic bushings, PoolBond sen be Install., In one or the Ihrsaded skimmer ougsl pads. Sae 'Assembly Procedure' for proper Ughlening ul PoolBond. Install In a return line: • PoolBond can be Installed In [he Oration return line adfaoanl to Intel filing. Avald Installations that mould Irep elr., • If access Is required for service purposes, a sprinkler ^ syelam valve box ran be used for eM.8B. ! A sv- oa Ndrwdtae dieAD � Trapped etrwa PexsA pogq¢ObdwNl wela- OInstall on suction side adjacent to equipment pad: • Install an suction aide plumbing el leas[ 3' below water level. • If access la required for service purpose., a sprinkler system Yet,. box con be used, — rin Build Copper Bonding Bplll L ; ��\�NEY KOV�� /// \� S,V�GENSF ;Yi MG. 16668 STATE OF /jU i�� FS • IORIOP. /%10NIA;I�� ,\\ SID EL-SID ENGINEERING #EB-0006831 139ISLE VERDE WAY PALM BEACH GARDENS, FL 33418 For P.nmm,M,d,• eaewWSln LnY 1 Inch Mate Pipe Thread a E. #16663 D