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HomeMy WebLinkAboutConstruction PlansA tc Cam`. 0 IN I Fri ZBREVIATIONS: SURVEYORS NOTES: Q LOT 85 SET = Set 5j8" iron :tabor l�gqitb 1. Unless i�,ther�Tse noted oaly;plott.ed-e Bents yel lacy cop markedPS.1 5543" FD-Found 5/E' Iran Reber are sho*A hereon. _09 FARV FtNa 5 8952`3(t" E 3t gp' '� ! F.F E.-Fihished F oor Elevatio -2. Ai i Lot dimensions sho*n are.-per.pl�unless tuyc t t o _ . � , 4 1)il----t)H-= Over Heod Wires No uiderg ground v X—X—X-sChain Link Fence 3. No underground utili#"ses or ,imprisy , tyete -0-0-1 Plastic Fence -located unless aYher�yise shokn. ` Wood Fence 4, This site lies within Flood lrssurance Rate flop FPL fsonstarmer Pad Zone X Wan@ f2111C0188J Doted. 2-15�12 f =Yolue os plotted 5. Flood Zane .sho*n hereon is an interpretation R = Radius at curve by #he,surveyor and is provided as o courtesy. L =Length of eur'ya The flood zone should be verified b o. De of Curve determination a ersc y 8O' z "' EAS = Measured g y• rn CHIC = Concrete 6. Bearings. shown hereon ore based an the West "" C.P = CanCrgie Foe fine of Subjatt parcel as being 1d00'i4'S43`i yr VEWMUD* o }dater et at according to the Pl'bt described hereon. x `} Power Dote 7. P,U.D:E. denotes Public Utilities and Drdinoge = Utititjr 25.34' Box Easement_ � �= e.11 o=,A1Et, 82.Q9' - ata.8. The accuracy of this survey is premised on the Bata. R.4 ='Right. at stay N � expected use of the. survey. The expected use j g purpose of this survey is mortgage financing, . a Accuracy = 1 toot in 7.50€3 feet or better. Ats 9. Additions or Deletions to this survey mop by o q other than thee signing surveyor is prohibited I yiithaut written consent. 1370 LEGAL DESCRIPTION: i 2 (Supplied by C:iiant j > THE NORTH 200 FEET OF THE FOLLOWING DESCRIBED I, ^ ' a REAL PROPERTY. LOT S4, *11E CITY. ACCORDING 70,, THE .PLAT THEREOF, RECORDED IN PLAT. BOOK 1, " f#18' PAGES 23 OF THE PUBLIC RECORDS OF ST.LUCf.E � `. "" a `: --. ••�' C"TY, FLORIDA-. EXCEPTING THE EAST 320 FEET :al moo THEREOF: AlD ExCEPTti�G THEREFRt� THE BEST i 20 FEET AS 91GHT OF WAY FOR PUBLIC ROAD S84'S2°3ti"E 31s.59' Rye tr�a:�t�x Not n6� OR M PORNO OF LOT 94 s 4920Chdstenseti Rand CertiIled to:, Eric Serikd airistensen Finonclal, Inc SCALE: t n=kO' Atlantic Land Designs First IliternatiMd rule, inn. DATE; l0/13lt of the Treasure Coast, LB7488 First American Title litstarance Corn f / 7s¢ t done* pooch elvo..Jansen 5saat, FL 34967 f hereby earltty the! .Ilse survey shaftn hereon is true aasf correct L�RA'}ft4 VC\:1C iY1#�hn3Addr65s; aad is t4sed on actual. rneaseuremehts taken in the Bela, ibis P.O. Box IA21 Jensen Beach, FL 34958 survey meets the Winisxxn iechnital Slaad*r& o1 'C60pter 5J-17,5 l Fiat ide adnin'rstrat ive code. It IV ;ypt � ��}16-Q83a AL175543@gmait.cam ��7��> ass-a�sa pp U DATE: REVISI" James A. °�dauy5u�n«dhr>�aesA.ce:>ra PSIA5543 to a]� a=AttamiclandAfJgn,ou, \`� W w Cesiro Jr. wit D ,yy3�;fl8U 0-04Cqp=qq~d.. J xtrdt ,x U7 N0T1/AIID VS'tTHOUT Af4.AMHEt3CATEQ ELEC"(RONIC "ka Ttak,9r ' .Z+ o o in a� u LAST _ F t El D DAT : I EI` i C} SIGa40URE AND AMENMATED ELEL i ROtV4G5EAL a aW r C K' Z W Z w G It Ln U6'NH „,, SEE LAgOQT SHEET of repose criteria for St. Lucie County only, for pool S' from house 1) #3 re -steel @ 6" OC/BW,' and 2) gunite thickness - 6" min I. WATER LINE \ r UNDISTURBED OR COMPACTED/ SOIL TO i PROCTOR 6MIN. $IAMDAkD CBNITE g%imp PSI POOL SECTION N6fE: _CbP1N� SAGE 1141 VARY O �F m 6UF a1 4„ 4' CONCRErE t/4'-3/8' 0 - 6klm CANTI—LEVER CONCRETE OVER —POUR 4' 1 I C f3 O 12' O.C/Bw FOR DEPTH TO 5 83 O B' O.C/BW FOR DEPTH S�-B' S ," DBN BI 4NSk TM VV/ALL Jr-U I 5/8" OR BETTER PLYWOOD SHEATHING 2"x 4"x B' ® 2' O.C. CNI Z,--T SHORING DETAIL N.T.S. 2500 PSI CONCRETE W/6"x 6" # 10/10 STEEL WIRE MESH OR FIBER MESH, (Ilb/'"YD.T ) a o—o o� .moo 95 FOOTER.. DET QNE� 1-06 ROAR CWT Dr3-a3 r-3-#3 REBAR I _fo 11), .BRICK Nnr/GONCRG�'E SPRAy_pEGfC I Le SCREEN ENMOSURE ENQNEERNG (BY OTHERS) PAVERS '1500 P51 cowalli V , i 10> G u-EB.A. (T, t v I — ROM ar E4u1 I C. tY OC/GW (TYP) pNCI5NF00) M/ ' ENO EXOPnONS) t MIA -IN BENCH DETAIL SMM_QUT BENCHDETAIL LE GOO coca- oa REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SWIMMING POOL PLAN SCALE: 1 /13"71'-0" L. 6' MIN. C P.E. #16668I SWIMMING PLAN FOR ' No. 16668 ERIC SEOECAL =_ * ' L192o CNRiSTEN SEN �°�', STATE OF EL-SID ENGINEERING #EB-0006831 139ISLE VERDE WAY PALM BEACH G ENS, FL 33418 For AMOR8 DAIS FILE CO PIPING SCHEMATIC xrs WY� LE. 6"MIN-12MAX H/W VAC LOCK 5CFHC 201yyE4g$L5 kA1S/MEA2.M MER 3 9 0 .,IIIoc VAC PML. ALARK ,.I I Su1J-5NELF `Lz Rom) TO (•bOL —� CLt POOL PIPE SIZE FLOW (II/see) FLOW THRU 6M R MD GRATES . t (S $ PIPE FLOW MAIN DRAIN Zi 3 SKIMMER — T RETURN TO POOL/SPA.. .3 \.IO . -- -... .. ASSUMPTIONS: POOL FLOW 67% MD 33% SKIMMER SPA FLOW 100% MD POOL RETURN FROM PUMP,_ FROM TEE, Iz" A6 Wi-ET PIPING DIAGRAM 1 . 3—TREAD LADDER tJ,T.S. 9 r- A � � t HMT'c�i �6_[ONGRFA�_ SLHB or 9AVF_k5 _(�mL EQUIPMENT %",ED W�..13_ xvs. " TAP(AN5 or EGi1)1v HANDRAIL & STEPS (240-SQ.19. MjN) N.T.S. YIIV_ V \\\111111/, A1d31 / :; gg P''',� F6c � So.(:0. F No.16668 _ STATE OF ` 11� USOV ^4OR10P'G�F EL-SID E1VGiLRING , v #EB-0006831 rtY _*w•_::y,-- - O en Area n' "F5-`"'v"'"�� '�' ` -Flow Rote Verified May to CPSCTes[Protocol t �_, _- 139ISLE VERDE WAY%� u --_: -IAPMO Listed Flow Rates: ..—I Tor t.5"plumbing using two outerports'._PAL MBEACHGADENS,FL3A1 308GPM (Floor) St 212GPM'(Wall) For For 2.5" plumbing using cent erport only= .� -For2"plumbing using two bu[erports= 68GPM(Floor)&792GPM(Wolf) DRAWNBY.• SHEET2 OF 3 2 ExqoopM --For 2"plumbing using center part only= JOB NO: 184GPAl (Floor) & 176GPAl (Wall) M #16668 e1 NOTES: ONE OF THE FOLLOWING POOL SAFETY FEAl11RE'OPMGNS MAST RE PROMOED" 1. THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIREMENTS OFq " Zl7 OF THE FLORIDA BUILDING CODE . 2 THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER. x ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EDIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF Mail, A AT 10 FEET OR; 4. ALL DOORS PRONGING DIRECT ACCESS FROM THE HOME TO THE POOL MUST -BE EQUIPPED WITH A SELF - CLOSING, SELF -LATCHING DEVICE WIM A RELEASE MECHANISM PLACED NO LOWER THAN 54 INCHES ABOVE THE FLOOR -.. " APSp -15 _MIn11MtJM FLoW %r .iravo -WRR)OVEP (ol G4PM e 1000 RP�'1 _MINIMUM_ FIITEF�-_(iQEA� I] GA.RTRIDGE 1{,Zp1�2P1D _SAND FT1� FT r �)LTEf. PUMP ,- WRVE 3�- ELECTRIC RISER 01KAAM 14DUS6 PANEL tot) ' FOOL 'p 9 0 o L SPICIFICATIONS: T'pOpN 'rob ,Flit 2Q►6EC R g5e1 R 19"I•Z.1 1. THESE ENGINEERING PLACE LL"Y WITH FBC SOP �C. 454.9 PRIVATE S WIMbIING POOL FBC 20i..'$EC.4501, ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP ANSUNSPI .4-92 & NSPI-5. 101.2.1 ANSI/HPSQ- Irjl-7 . 2. GUNITE/ SHOTCRETE / CONCRETE TO ATTAIN Ll PSI Q 28 DAYS. ANSI/NSPI 3, WWASPCI ICC - 4t516 3. RESTEEL 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 4$1112.3, 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. 4542.12.1. , 5. ALL RESTEEL, LITES, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680./ZO14 i 6. SOILS A.T'EMEMENT: SWIMMING POOL/ SPA/ PATIO - � � a�0€t,� ?F677L1-2�O0_t F1,Ina 7. POOL / SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY BARRIER TO BE "THE BABY" PENCE OR ALARM SYSTEMPER CODE (BY R/ O 8. POOL / SPA HEATER INSTALLAT ION TO FBC. 2.14.1 BEATER TO HAVE THERMOSTAT AND HIGH PRESSURE CONTROL TO LIMTT WATER TEMPERATURE TO < 104 a F. FBC. SEC. 4.W.14.4. 9. ALL GAS PAPING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELECITRCAL TO NEC. # 680.12014 ` 10. AFTER COMPLETION, THEPOOL/.SPAMUSTNEVERBEDRAINEDBYTHEHOMEOWNERFORANYREASONWHATSO- 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 QNLY 11. THE POOL / SPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELA'ININATE STRAIN ON PIPING. 12. TYPE 'O' POOL WALLS VERTICAL WITHIN I ", DRAINAGE POOL / PATIO TO GRASS (PBC). ' 13. ELSID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT'S, OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DUVIENSIONSIN 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 PERFORMEDBY EL SID ENGINEERING ARE CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY MEMBERS OF TIES PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER WARRANTMS EXPRESSED OR IMPLIED ARE MADE POOL(DAIJTGA & EQUIPMENT & CRITERIA: POOL DIMENSIONS v2� �` _J I AREA roso PERA'IETER 1 ZZ / , DEPTH VARIATION U;7 G VOLLM %1 F �00 GALLONS SPA DIMENSIONS �r RAISED W / JACUZZI JETS FPL 2#`i IiC5 p20 2p pt,r�p ClL 1lpl-5po� 6L))as�l(� EQUIPOTENTIAL BONDING GRID NEC 680.26 (c) 20 1►!/. Alternative Method per FL Senate Bill SR 2836 Executive Order 2007-187 signed June 19, 2007 FBC 101.2.1 Single #8 AWG bare solid copper wire around entire perimeter of pool and connoted to pool re -steel in 4-equally spaced places from 48 solid insulated tails and connected w/approved mechanical fasteners i.e., split bolt, -- bronze pipe clamp (w/bronze screws) I Grad econcr1 1 for paver or ete deck EQUIPOTENTIAL BONDING`+ #8 solid ground wire shall be positioned 4" to 6" ' Into subgrade material of decking adjacent to Pool structure. This 98 wire shall be bonded to ' Pool structure rebar in 4 equally spaced points Where decking exist. This 98 wire shall be placed , i 1811 to 2411 in proximity to pool structural wall. POOL/SPA POMP r- iy1E:L. rLLy V- FILTER Y- LL LOO PUMP O HP IUD GPM 01 5 �H TURNOVERRATE - HRS. LTCES jEw Ell I Wt WATTS HEATERAWWAL !) 215 BTU !! E RIG FUEL HANDRAIL WWOUR/SWIM .W --IN (P-141�A'�{, {I _DIAMONDBRrM/GEMCOATJIg'TNPARO COLOR SLIDE DIVINQ BOARD AUTO -VAC CLEANER INLINE CL2 ^'p SHEAR DESCENT WATER FALL LIONS HEAD / ROSETTE PATIO ;61350'' MATERIAL SMIE2S W/DOD SCREEN ENCLOSURE yl� FENCE ALARMS /bAR9 fwL P I RRM _t' ,PCIWA -SS . . G� ' © to 0 o m 'LED AUT0('nPkTI0t4 0 Install in Skimmer. • IeingpmperaMedplesgobuahlrlg.,PoolBond Panbolnslanad In one Who threaded sknmsr out.l pods. lea -Assembly Procedure' for proper lightening of PoolBond. FF OInstall in a retum line: • PoolBond can be Insisted In the yilballon return line adjacent Is Inlet it Avoid Installations Thal could hap air.. ' •Uaraesval valvto e can be used far...so. ..so,eepdnklar cys. valve box ran be used for ecoae.,�- TrappederMpowealpnpermnlad%Mnsa sr OInstall on suction side adjacent to equipment pad: 1 • Insist an sucllon Bids plumbing at least 3- below war., W.I. • If ease.. Is required ror sarylco purposes, a Sprinkler system valve box ran be used. W I 3"agT ep PVC CORD DR Solid Copper Bonding � eLEEVE 9P 10.33 N'ALL r•TTTING-OaeOunL INeTALLEOINSIDE PIPE - ELECTRICAL DIAGRAM MP 60 APOOL PANEL W/ _NTS I-ag4p g CU WITHIN MANUAL MOTOR STARTER SWITCH I" MIN. ELEC. CONDUIT ITT PUMP MOTOR w/ BUILT-IN ZOVERLOAD SWITCH W/ 3 - 912 TWIN #S SOLID CU GROUND WIRE CU WITHIN SYS" MIN. CONDUIT TO EXIST. PANEL r� (GFCI PROTECTED) IME CLOCK Ti ' S.P.9.T. TOGGLE W, P, DISCONNECT BWTTGH 12 VOLT TRANSFORMER POOL LIGHTS (GFI NOT REQUIRED) JUNCTION BOX 1. ALL FLECTRICAL7000MPLYWITHMIL(NATIONALELECiIIIICCODE, ELECTIUCAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. 2. 3412 THEN CU WITHIN 11211 MIN. CONDUIT FOR POOL L1GIiT(S), 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/ #S SOLID, BARE COPPER. 4. PROVIDE W.P.G.F.I. OUTLET WNW. -20' MAX. FROM WATER'S EDGE, 5. ALL POOL PUMPS TO BB GFCI PROTECTED PER NEC 690=(13).- JELL Urals NO s..a::sema.dr B,im,W,lalna PoolBond Damon Utah Mote Pip. Thread \\�\EY IKOVN /Z 4DK'O'VNo.16668 * _ 00:0 STATE OF umoN0NAL �?\" PN '0.E.016669 EL-SID ENGINEERING #EB-0006831 139 ISLE VERDE WAY PALM BEACH GARDENS, FL 33418 Ae!a co For I" rn.niLOCM'1m� .2 Ii I�{ om lm_r�jlrm 0 SCREEMED PaRCN 35' 06& il \\\\\\5\A�N�G MAR 2 2020 ' * ' No.16668 STATE OF l �0; `` �COR10P' GNZ\\ 111111\\\ S l D N C-y {COV N PEA t6�6� EL-SID ENGINEERING #EB-0006831 139 ISLE VERDE WAY PALM BEACH GARDENS, FL 33418 For DRAWN)3Y.• SHEET] OF .-. 3t 3 RE -STEEL @ 1R.'rOC/ThL— WTI-t � 5r ON M DLU RL �-KaOkl wtSUN- SHELF 4C4fJVE(LSATION r TM Ss.%Mr �(.- SEGTIpN CONVERSAT�Of, AREA a __ v�f)15iUR�EO a_GI�PACTED__-__ ML To 9V70 SfA- PR75� LN_CLiNEQ_ KKR D__E5f — _.. wlARM LEID�f O's�NF'P No.16668 MAR 3 2020 - * ° a �'���STATE OF '4\ OAS. FCORIOP%' G�2`� ON AL 1111111\\\ �S l DN Ey KoV\NER PE= t6�69 EL-SID ENGINEERING #EB-0006831 139ISLE VERDE WAY, PALMBEACH GARDENS, FL 33418 For DRAWN BY. SHEET I OF SCALD y r I' --Orr JOB NO: