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HomeMy WebLinkAboutBuilding Plans From: geneadamsi geneadamsl @bellsouth.net G Subject: Lyshon site plan , Date: October 16,2020 at 3:48 PM To: Tim Gilmore danyelj87@hotmail.com, Tim Gilmore danyelj78@gmail.com, Tim Gilmore surfsidepools78@gmail.com :iP1P:li l CJF"?d::fPr7S'1';y°:��:rt`J7L'J7-- �-:i('JLVJiYrtt)TfYJ.Jl'fA7Y.t^.J777GVYrtJd,;J1F`!.l':: hW-1 OF BOUNDARY SUR1/13Y 11MPAUD FOR W11,1 lAM LYSIX)A' PROPERTY FRONT 11MV AI RIAL PIfCTOCRA1'1! ' � , y r•:rt•!it�,ti sr�trrsrr�frs ' war,iv Pfisrr:viviani,rrr,r:-air;,6, " . - - ups?r.L�n'nRT'!t PRUr'F:Rrs°L,r;;r-2v.1• wrar,^v Sr":r'rrc- r 01.2• WELL To DRAD.WAir r)- t80,8' WELL ra nurr.n;r,n a 53.4' "W77C TO MnnrNa-r s• $F:PM TO RASr PROMER77_t_tNF.•-43.3' 8 SZ:PT;c ro sOU-111 PROPERTY LINE�:3..V PAIN, SETBACK REQ. FROI NT SIDES WAR m Cn M LL '� u m Cr c.> T UJ BLOI OCK BLOCK K 24 V oqq Et 1 LOT 7b LOT 45 BLOCK 24 BLOCK 24 M JMP:PftTIi 22' GF� 1 c3 LOT 46 , N BLaCY 24 LOI {7 ra:ro• m I • ��. BLOCK 24 SOMI-1 44' OF LOT 40 BLO:y 24 File copy 6KAf, r,M..tTrf_ru.:G to tti:.:si::ri3vrru31C a71utzL ,l'.2 L'�:1II.^^/-•`..1 L�7.r'Y"'3-JIGw:�/..(Z t:.1 tl.�a�:I1LY:11 i UdJC�r:CL•':.4T:/IYh+J JbtW'V.S.`,G1::1-�7' a' Zl' 3v 1C1Y .9.'.•.IT.\L`YA✓a•::�5�C!G_5"T::f.'C�.I+rALL'O l'DR SNL 1123'71.ZLY'7?JR71 K:1Y�QJ1t^�i GlY LLLS%E: {��'.rF3 .CSi-14:-Qi7 - r.�.^L1v. n,/„vm.ulas r�,rv.Y- PROFESSIONAL SUMMING AND MAPPING 3306 AVIATION BLVD, 1''EF0 BEACH. FL 329 )0 I C© 0 a 1` 1 As C ! re,Ie-c- i I i i rt.x� I it I �, o.aa RESIDENTIAL SWIMMING POOL NOTES --- ---- ------ vsm •C I. CONSTRUCTION SKALL COMFLYWILFI FBC 2D17.ANSI-7,AND ANSFI5. LJ 1-1 2 ROT PLANS NOf PREPAR®FROMtEGALSURVEYS OF DmING LOT ANDRSIDENCE POOL f a mo'•°'_�"�` 'e' CONFRACTQR/OMER fALLVE�'rYALL DIMENSIONS LATHE FIELD AND ESTABLISH LOT LNS IF 4Yt• Jtffibo. NCCES.SAItYPRIOR TO CONftROCT10N.c 3' a CONTRACTOR/OWNERSHALLLOCATEALLUTWMATTHESITEANDMANrAINMKWMQEkF ANCS •dam PER CODE CALL 811 BEFORE CONSTRUCTION BEGINS. O� meerT^^" �•'y (mow 4. POOL DECK SHALL BE CONSTRUCTEDISHANOF BE UNFOTEOft OTHER OPEDTO ONVENTSTENI MATERIAL 1fE43nD•o 5POOL$RY9 N1e ' Ll \/ POVNGASUP RESISTANCE FU11511 AND SHALL BE UNFORMLYSLOPm TO PREVEMSTANDNG WA7FR. NO eWIe TM 1I�r-fl 5. POOL DECK SHALL HAVEAMWMUM FILCH OFTHREE INCHES N TEN FEETAWAY FROM POOLOR TOWARDS THE DRARLS.S OPESHALL NOT EXCEED UNLESS NOTED PER PUN. i FOUNDATION SHALL PROVIDEASAFEBEARNG CAPACBYOFI2WPSFMOBMUMORGAMCSMUCL NOTD I s� ��^ OR OTHER TYPES OF DELE(BUOIA MATERIALS ENCOUNTERED UPON EXCAVATION SHALL BEREMOYED OUIa AIxuaF ROm[ I~• ea_ MmID➢aMaWu9ae(Ib) ANDTHEAREA BACKFRLED WITH WELL GRACED GRANULAR FELL AND COMPACTED INI2NCH IIFTS.I 1'—Bj•,q- PoMMMIAMDETAL WENUCIU OILS CANNOT BE REMOVED,POOL SHALL BEDMGNED AND BUILT ON FILING SYSTEM WITH 4•Tl Wxuaw/•3'5 T�'pical Wan&FloorsecVm/WeR Pull t siRUCNRALSHELL. 0 WO,C rAWAY e + 7. CONTRACTOR SHALL BACKRULTHE POOLSHBIWIIH CAUTION AND WRHOUT DISTHRBNG THE y �!; Put MBNG-BACKRLL MATERIALSHALL BE CLEAN SAND.FREEOFORGANICS AND PLACED N 12 NCH 3'-s•. Pool one pump System UFB.EACH LAYER SHALL BE COMPACIED7098A DENSITY BY TAMPING SOUDLT.SOILS BENEATH THE 5-m B•T—W w//Raft PATIO SHALL BE COMPACTED SIMILARLY. POOL BACK FILL SHALL BE TESTED BY A SOIL ENGINEER 113's 012'OLrAWr ' Vic' Axuo119ae al.e4..+tedTdm..�..e�o.•!n B. WATER VELOCITY-MAX ISHISFG AS PER FBC4c 4501. • I A ♦Aw 9. POOL BARRIER SHALL COMPLY WITH Fu"4501. NYS@ DC wlsooYt• y �ym • C 10.EQUIPMENT FOUNDATION PAD SHALL BE MN.4'7100(3W 3D00 PSI CONCREIESIAB OVER WELL •3YB12'OCrA WAY - Pw COMPACTED GRADE ANGLE OF REPOSE V.a.a�•w. ' IS • _ 11.WATER EQUIPMENTSFIALL COMPLY WITH 1`13 R 4501 AND SKIMMERS SHALL COMPLY WITH FBCR . 4501.21 E" 12 ALLSTEPS,SHELF.AND SWIMOUr BENCH EDGES SHALL HAVEA 90EROROEROFOPPOSITE Flow and Friction Loss Per Foot Schedule 40 P.V.0 COLOR OF GEM FINISH FOR VEBMY. 11 ALLSIEPS AND SWIFAOUIS SHALL BE SOLID GUNrrEALL GLJNITESHALL BE3,000 PSI W41MUM Velocity—Feet Per Second �O - 14 SHELL BELOWCOPING EDGESHALLHAVE ONE 85 BAR OR TWO 93S CONTINUOUS. 1 Pipe Size g 10f s G cymwaexewmsww• 15.HANDHOLDS SHALL BE N 6 STALLEDAT POOLEDGEWlE2EBOTH THE DEER GREATER THAN CABOVE rPO P Of'+` SURFACEOFWATER AND WHERETHE DEPTH OF POOL EXCEEDS 4 R.LOCATE NO GREATERTHAN 4 FT 1" 21 gpm 0.23' XO s�Ga r •x oN CENTER ANDYAeovEWATERONE D�5' 16.THE LC DRAM COVERIS)SHALLBESECUREDN PIACESOTHATTOOLSAREREQIRRED FOR REMOVAL SOg m 0.14' I 'C 98.FFLOLR SLOPPESSHALL BE RREASSONNABL UNIFOORRM11AND SHtALL COMPLYWRH ARTICLES Sit THRU S63 2' 62 gpm 0.10' r(`t- 19.SLOPEOF POOLFLOOR SHALLNOT EXCEED THE FOILOWNG AMOUNIS:SFW10W END TOWARDS DEEPAREA:I VERIICALN 7HORIZONTAL DEEPEIm:1 Vf3FnGLN3HORRONIAL 5" 117gpm 0.09' 20.PRESSUREGAUGES(SEE DETAy SHALL BEINSTALLWON FILTER PUMP FOR FNALDESPECTION. 21.HYOROSTAICREHFDEVICENUALLEDINAREASTHATE%DEED I FrWAYBETABLENsHELL 3" 181 gpm 0.07' 22 UFESAFEIY:A BARRIER OR AtARMIS NOTA SUBSTITUTE FOR RESPONSIBLE SUFERWSION.NOCHILD SHOULD BE LEFT UNATTENDED.THE POOL DESIGNER CANNOT BEHELD RESPONSIBLE FOR ANY LOSS, 4" 313 gpm 0.05' 2011 VGB Peal EntopmentRegWrements APSP-S and DAMAGE DEATH,OR INJURY DUE TO MALFUNCTION OR FNWREOF A BARRIER OR ALARM 8" 712 gpm 0.03' Determine System Flow Rate:Mlnlmum Flaw Rate Required 35 gpm persldmmer , 1.GlculaW Pool Volume:_12 avg�x_24_F1_4_x 7.49(gal/F0=_7,616—gaL_ (Surface Area)(Average Depth) (Volume In gallons) .y,055 .cY Flowltateu— 16-gaL/_211_=_36gpua_e 6gp REVIEWED FOR m_ o (Volume)(remover Minutes)(Pool Flaw Ram)(Feature Flow Rate)(System Flow Rate) ys, Determine Pipe Sixes: Nw5 CODE COMPLIANCE TnmkPVM to 6e-7—Inch to keep velocity @ 8 Fps max.at_02_Eliza Maximum System Flm Rate. Return Piping to he 2'_Inchtokeepvelocity@8fpsmaxat_82_gpmMaximumSystemFlowRate ST.LUCIE COUNTY �' 2011Pao1Pump/En.UE8ldancy RsgWr.eMAPSP.15 ,lam tlllf BOCC ""' �:� nextrwmo Pptl Punp CmaaBer:Tk.0od<Setb,-daly@38BPar>211K.t,.nkr.meoaglemmn wer ��BlmisC b Lsw1s JaI-01ml2lram M.k.mn9.d211mIuz7,BiBBall7Bppn.211 ndv podpae°W �f�C2017mdeduster6/E-9 FA[ ®'®e1 Pool FHn7,818/211 mn1.77S=BBSBersmI sgM1 �� P�� Pump ededlarc(012530)In4p 70FIBCdNWeler(snanadedram) AB bmdeµsM� 8:yef:'76M crmentxnhellosdn SHORING DETAIL Pentair NO,81238 ,•,# Modal 012530 Mail ns Consulting&Design,Inc SurfsideRockscapes Lyshon Residence danyelj7B@gmail.com 12005 79th StreetSRS Phone: 772519.0772 5209 Silver Oak Drive T. Temam aB ME Oae< E.SCHL LsssmelanRl ITT wre°W swreB-14s F Ilsmere„Florida 32948 Fax: 772 4612786 Fort Pierce,Florida Vem Ream,N32960 I� e�W 333SS1MO 773.36D4998 NlopxhanenglneeMg.mm I I I f I I r i I 20 iv-poq� I REVIEWED FOR © CODE COMPLIANCE OCT a s:?20 3E ST.LUCIE COUNTY BOCC Sr. cle County,Permitting - 'RR, 1 Pool ° :� •� Size: 12'x 24' Depth: 3'to 4'11" r Area:274 sq.it. Perimeter.72' Gallons:7,616 Coping:Over pour Filter. Cartridge $ Pump: Pentair,Variable speed $ cone m�oceeon Lights:2-LED Pool Coating:Gem Deck type:Spray deck FA."P°'m Area:576 sq ft o.„w Drain: Deck o drain "° Child Safety Residence ^ S Cy�Install P-Vspa Per ANSI 3,S,7,15 and 16 Pool patio and equipment to be in accordance with FBC2017 code chapter 64E-9 FAC ti�, '�-% and requirmerds of FBC Ch 4,454 No.81238 '•,* AB bonding and electrical noted on a separate sheet.To be mnern with all codes SCALE:1/8'-1' __ it �Q: ' '� TE OF W Adams Co In utin &Design inc. SurfsideRocksca es I _ g g p Lyshon Residence danyelj78@gmail.com - 12805 79th St `� '�--� 5209 Silver Oak Drive Tem sn<SdIMcEI81ua . Fells tllere„Florida 32948 Phone: 772 519 0772 T.E.SC H LITI-ssss ww w.er B,m;.,mswm ats F 772 4612786 For[Pierce,Florida " se 9na:seo I i i C Florida Statute(F.S.)471.003 exempts electrical contractors licensed in the State of Florida from having to be licensed as a Professional Engineer when performing STAINLESS STEEL design of a residential electrical system less 1N Mw•-:vawx HANDRAIL than 600 amperes.Specifically: ae SOLID BARE COPPER (S AME BONDING FOR 471.003(2)The following persons are not BOND WIRE W/APPR.CLAMPS LADDER) EVU (ONEONEACHSIDEOF required to be licensed under the provisions FBNMEfER POOL-4TOTALI of this chapter as a licensed engineer: 4•TO 6" BELOW SUB-GRADE (h)Any electrical,plumbing,air- W. conditioning,or mechanical contractor.........".". BOND whose racticeincludesthedesi and1-#BBARECOPPEawme p gn BONDEDTOPOOL &APPR.BOND fabrication of electrical,plumbing,air- MELASSHOWN CLAMP conditioning,or mechanical systems, respectively,which she or he installs by virtue of a license issued under chapter 489, NOTE:BONDING GRID REQUIRED AT #B BOND WIRE PERIMETER OF POOL IN AREAS APPR.CLAMP under(part I of chapter 553,or under any OF PAVED DECKING ONLY' special act or ordinance when working on LIGHT NICHE any construction project which: EQUIPOTENTIAL BONDING DETAIL 2.a.Requires art aggregate service capacity PER FLORIDA BUILDING CODE ADAPTATION of 600 amperes(240 volts)or less on a OF THE N.E.C.2014 SEC.680.26 residential electrical system or 800 amperes - (240 volts)or less on a commercial or - industrial electrical system; Electrical Equipment Wiring,Grounding and Installation must conform to the FBC 2017 N.E.C.and applicable local codes Equipotential Bonding Loop#8 copper around Pool Sa"® P" Tim Bonded to pool steel in 4 Places N.E.C.2017 w iP I.a I�M�e na u.l I& sec.680.26(C) W� Waco .T o Sae apart awv�oa"om� REVIEW FOR GP' Install pool/spa perANS13,5,7 and 15 ^ODC COMPLIANCE Podn.�w� Fawnea ST.LUCIE COUNTY SP.-ST. WA—L. NOTE: T—Sw BOCC W"iu-P MF.1. Musa No Mm.a pp I¢ 45�sb`b a' NPLAxsuml' TNu1 -wn— S$ a PFC�.vu M CI VI&s Covl.su Lttwuo .§ Aesi g w I oz. ;mwma ia•-o• � ELECTRICAL DIAGRAM phovLC: Y',-2 312 8626 Fax: 772 57l SIDS I I Pentair TDH Calculator Page 1 of 2 PENTAI P TDH CALCULATOR Pool Information Flow Rate: 71.55 GPM Total Piping Lengths: Suction Lift: 2 Ft Inlet Side: 60 Ft Discharge Side: 60 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult your local code) Inlet Piping: 2.052 In Branch Piping: 8 Ft/Sec Discharge Piping: 2.052 In Inlet Piping: 8 FtiSec Discharge Piping: 8 FUSec Piping Head Loss at 71.55Gal/Min: (not incuding fittings or valves) Inlet Piping: 4.68 Ft Discharge Piping: 4.68 Ft For advanced pools that contain multiple suctions, this program may be inaccurate. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. Results: Your TDH Calculation Suggested Minimum Pipe Sizes: Flow Rate: 71.55 GaIlMin Branch Piping: 2.0 In Your Head Loss: 48.74 Ft Inlet Piping: 2.0 In Maximum Flow Rate Discharge Piping: 2.0 In at Maximum RPM: 71.55 GallMin { Ensure the drain cover max flow rating is not i exceeded. Head Loss at 48.74 Ft Maximum Flow Rate: System Head Pressure Curve 100 I ! I 80 60 40 ' I i I I j 20 0.75hp,E+,Full Rated,High Speed(012530) j Clean System Desired Operation Point 0 0 25 50 75 100 Volumetric Flow Rate(GPM) https://www.pentairpartners.com/marketirig/tdh/index.aspx 3/12/2019 Pentair TDH Calculator Page 2 of 2 Selected Components Components Head Loss at Name Quantity 71.55GOMin 320 chlorinator 2 1 1.32 2"x 2.5"3 way valve 2 1.70 2"x 2.5"2 way valve 2 1.40 Main Drain 1 1.03 Clean and Clear 1 3.26 1/2 inch Return 4 13.28 Skimmer 2" 1 2.23 Piping Inlet Discharge Head Loss at Name Quantity Quantity 71.55GaI/Min 90 degree elbow 12 12 10.68 Tee Through 1 2 0.94 Check Valve 0 1 1.54 Pumps Name Quantity 0.75hp,E+,Full Rated,High Speed 1 (012530) All Pentair trademarks and logos are owned by Pentair,Inc.IntelliFloO InteliComm@),EasyTouch@,IntelliTouchQ SunTouch@,and Eco Select'"' are registered trademarks and/or trademarks of Pentair Water Pool and Spa,Inc.and/or its affiliated companies in the United States and/or other countries.Unless expressly noted,names and brands of third parties that may be used in this document are not used to indicate an affiliation or endorsement between the owners of these names and brands and Pentair Water Pool and Spa,Inc.Those names and brands may be the trademarks or registered trademarks of those third parties.Because we are continuously improving our products and services,Pentair reserves the right to change specifications without prior notice.Pentair is an equal opportunity employer. i I i https://www.pentairpartners.com/marketing/tdh/index.aspx 3/12/2019 Pentair TDH Calculator Page 1 of 2 PENTAIR TDH CALCULATOR Pool Information Flow Rate: 34.44 GPM Total Piping Lengths: Suction Lift: 2 Ft Inlet Side: 60 Ft Discharge Side: 60 Ft Maximum Pipe Velocity Allowed:. Piping Sizes: (consult your local code) Inlet Piping: 2.052 In Branch Piping: 8 Ft/Sec Discharge Piping: 2.052 In Inlet Piping: 8 Ft/Sec Piping Head Loss at 34.44Gal/Min: Discharge Piping: 8 Ft/Sec (not incuding fittings or valves) Inlet Piping: 1.21 Ft Discharge Piping: 1.21 Ft For advanced pools that contain multiple suctions, this program may be inaccurate. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. Results: Your TDH Calculation Suggested Minimum Pipe Sizes: Flow Rate: 34.44 Gal/Min Branch Piping: 1.5 In Your Head Loss: 12.25 Ft Inlet Piping: 1.5 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 34.44 Gal/Min Ensure the drain cover max flow rating is not exceeded. Head Loss at 12.25 Ft Maximum Flow Rate: System Head Pressure Curve 25 -------— — — ---- —..,� --- j I `- i I JJJ 20 15 777 f - - -- — ---!—— C =10 i f 0.75hp,E+,Full Rated,jLow Speed(012590) Clean System i L___�Desired Operation Point 0 0 10 20 30 40 50 Volumetric Flow Rate(GPM) https://www.pentairpartners.com/marketing/tdh/index.aspx 3/12/2019 I Pentair TDH Calculator Page 2 of 2 Selected Components Components Head Loss at Name Quantity 34.44GaUMin 320 chlorinator 2 1 0.38 2"x 2.5"3 way valve 2 0.17 2"x 2.5"2 way valve 2 0.10 Main Drain 1 0.37 Clean and Clear 1 0.68 I 1/2 inch Return 4 3.07 Skimmer 2" 1 -0.33 Piping Inlet Discharge Head Loss at Name Quantity Quantity 34.44Gal/Min 90 degree elbow 12 12 2.76 Tee Through 1 2 0.24 Check Valve 0 1 0.40 Pumps Name Quantity 0.75hp,E+,Full Rated,Low Speed 1 (012530) All Pentair trademarks and.logos are owned by Pentair,Inc.IntelliFlo@,IntelliComm@)EasyTouch@,IntelliTouch@,SunTouch@,and Eco SelectTm are registered trademarks and/or trademarks of Pentair Water Pool and Spa,Inc.and/or its affiliated companies in the United States and/or other countries.Unless expressly noted,names and brands of third parties that may be used in this document are not used to indicate an affiliation or endorsement between the owners of these names and brands and Pentair Water Pool and Spa,Inc. Those names and brands may be the trademarks or registered trademarks of those third parties.Because we are continuously improving our products and services,Pentair reserves the right to change specifications without prior notice.Pentair is an equal opportunity employer. i h4s://www.pentairpartners.com/marketing/tdh/index.aspx 3/12/2019