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HomeMy WebLinkAboutSwimming Pool PlanWATER LINE ' 0 6° MIN. GUNTTE f 0 L'"a-DIS1L"RBEDOR COSTA= SOIL TO 959� MODIFIED L6' %fL-, .GU vTIE PROCTOR 4OW PSI n3 Q12- OCl BW FOR DEPI"H TO 5' 93 @ 6' OCI BW FOR DEPTTI> 5' ANTI -ENTRAPMENT MAIN DRAIN rPOOL SECTION 4d NOTE: COPLNG EDGE NLAY VARY FROM SQUARE (BUFFED OR TUMBLED) TO SINB/N =, TO BOUBIE B/N 4' CONCRETE 4' - BRAE CAN'Ti-LEVER AARBLE DBN BRICK PAVER CONCRETE ON CONCRETE OR MARBLE ON SAND OVER-POUR ' WALL SECTIONS 51S' OR BETTER PLYWOOD SHEAT[NG 2•x4•x s• @ 2' OC SHORLN DETAIL NIT J25X PST CONCRETE WVX6' : 10010 Slfi.L n3tE MESH OR FIBER MESH, (116'YD.) o—c o—c -r 0 0 8" 4 OR RE -STEEL OR OR i l5 RE -STEEL I ' CONTLNUOL's MOM DETAIL FOR SCREEN ENCLOSURE SWIMMING POOL PLAN SCALE: 1/8"=1'0" DBN BRICK 4^ CONCRETE Q� (/_ © U/ r ASI)IDNEY � :View, ���Czrc®®fcowll ,TY1BRICKPAVER���'� �®��BOCC o 16668 SCREEN ENCLOSURE SV�G POOL PLAN FOR: �SCE S!� FR ���//� ENCR I G (BY OTBERS) __ _ t No. 16668 FINISHED GRADE BRICK PAVERS [ Ol U I AN 6E � O Ili 9 P � � FL ! � � STATE OF � %.�i/` 'f �:j•, 0 3_.3 RE-STEII. y:i:_ 12" — _ _ Yt� ' / /' , OR 1.95 RE�TEE!- ;p�;l; % 0��. �` �' N cb,:: US —1— //� •• CORD• �N Art /// , & OWA `��?��� FOR SCREEN ENCLOSURE I I :ONCRETE SPRAY DECK LZIUSIURBFD SOIL (NO EXCEPTIONS EL-SID ENGINEERING #EB-0006831 139 ISLE VERDE WAY PALM BEACH GARDENDS, FL 33418 FOR: Pp j S v 5A FILE COPY SWIM LN BENCH DETAIL SWL\T OUT BENCH DETAIL NTS ATs DRAWN BY: i SHEET I OF 3 1 DATE: I JOB NO: 3�ES FL. tI2" L3WG(TUQIQ AL _ �- 5E:(MoW w' ROCK wlr- 3I Q =—t11i�U1�'► I .w.=Ql,5TOP F.11_ or COMP- �%L To PROCTOR 2.MRTS___3_kn5TE4 12"_OC�.aw QFf-5ET No. 16668 - - .0 e jr CIA � �Q�� � � STATE OF � [y N/;lS;9 0NALt�Oe��� 5(Dk VNE.R pE� t66�� EL-SID ENGINEERING #EB-0006831 139 ISLE VERDE WAY PALM BEACH GARDENS, FL 33418 For DRA WN B Y. SHEET I OF , JOB NO: -- -- VALVE PIPE SCHEMATIC SCALE \'1S WATER LEVEL. 6" MIN-12" MAX H/WVAC LOCK FBC kW400 FBC 2017 SEC 459.1.6.5.3.2 & ANSI/ASME Al 12.19.8M 32" CHANNEL DRAIN FILTER W/ PRESSURE GAUGE & AIR RELEASE VALVE RETAINED ON SITE PUNT LINT Sim Off' A 243 J/— TO PUMP SKIMMER & VAC DETAIL SCALE Nls 32 CHALN7EL DRklli `� (�� _ _ _ 1w _ ui OPEN AREA= 3&79 IN- FLOW RATE VERIFIED MAY 2011 TO CPSC TEST PROTOCOL IAPMO LISTED FLOW RATES O FOR 2.5" PLUMBING USING TWO OUTER PORTS=308GPM (FLOOR) & 212 GPM (WALL) 0 FOR 2. S° PLUI EAIG USING CENTER PORT ONLY = 200 GPM (FLOOR) & 168 GPM (WALL) O FOR 2" PLUMBING USING TWO OUTER PORTS =268 GPM (FLOOR) & 192 GPM (WALL) O FOR 2" PLUMBING USING CENTER PORT ONLY = 184 GPM (FLOOR) & 176 GPM (WALL) N4AIN DRAIN'DETAIL 22 � RE7"URN 10 Roctc w�� PIPING DIAGRAM SCALE N1S POOL PIPE SIZE FLOW (ft/sec) FLOW THRU CMP MD GRATES / PIPE FLOW MAIN DRAIN l 5 < t SKIMNIER 2" 3.3 < 8 RETURN TO POOLISPA 2Z` 0 ASSUMPTION: POOL FLOW 67% NM 33% SKiIv AER SPA FLOW 100% MD POOL RETLiRN FROM PUMP 2 FROM TEE, 1-ln_" AT iN= T 12" 1 ;K ANCHORS m 3-TREAD LADDER N.T.S. FUND WIRE HANDRAIL & STEPS (240-SQ. IN. MEN.) N.T.S. F ! I L 1 T p I E I HEATER i ! R i i 4" CONCRETE SLAB OR PAVERS POOL EQW?,j NT SECURED W/1- 3/4" X 3/8' TAPCONS OR EQUAL. POOL EQUIPMENVANCHOR DETAIL SCALE N1S EL-SID ENGINEERING i39 ISLE VERDE NO F��� PALM BEACH GARD S,,FL 33418 i o. 16668 MAR STATE OF �4/NAL 2021 DRAWN BY: I SHEET 2 OF 3 DATE: I JOB NO: NOTES O\'E OF THE FOLI.OWLNG POOL S-AY=-)r F1=al`URE OPTIONS ASUSi BE PROVIDED SPECIFICATIONS: 1_ THE POOL XPJST BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER Fjq(jU,EMENrTS OF 44542.17 OF THE FLORIDA BUILDING CODE_2010 2. THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER- 3, ALL _ DOORS ACID WINDOWS PROVIDING DIRECT ACCESS FROM THE Ho\.JF TO THE POOL IAUST BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85DB AT 10 FEET. 4. ALJ.. DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A SELF -CLOSING, SELF-u,aCHING DEVICE VnTH A RELEASE MECHANISM PLACID NO LOWER THAN 54 INCHES ABOVE THE FLOOR 4PSP-15 u xfL\1BfL7li FLOW FOR 6 HOUR TURIN OVER t3 GPM a@ 2�5� Itf[2N­3fU]i FILTER AREAS q �, ® C-4RTRIDGE < �+�'•1 ❑ SA.ND F'P < ❑ DF FI'< n �Q FILTER PUMP Jn�Q C) NS " ELECTRIC RISER DIAGRAM HOUSE P-A✓N'EL. 200 LIDS - 0 2;0 2P60 POOL AUTOMA 1-0 POOL 1" PVC 2.46 1 8N, 1 4OGRD CL, POOL PANTEL 1P20 2P20 PUMP AIR BLO'V 2P50 ELECTRIC HEATER 1P15 GAS BEA ELECTRICAL DIAGRAM 60 A-'.(P POOL P.A\`EL we _)_4 & w Cu WITHIN 1.1 &K 1- MIN. ELECTRICAL CO\.DLTT. .3 SOLID CU GROUND wIRE TO msTLNG PA\ L S-PS.T. TOGGLE SGTFC 4 MANUEL MOTOR STARTER SWITCH HP PUMP MOTOR W/ BUILT-IN OVERLOAD SWITCH W/- 2:6& 1=8 CU ATrIIN I- N.IDL CONDUIT J4-(GFCI PROTECTED) TIME CLOCK WP DISCON''NECI POOLIIGTiTS­- L12VOLTTRA,NSFORNIER (GFI NOT REQL'II2ID) JUNCTION BOX 1 _ ALL ELECLRICAL TO CoMPL.Y WITH 201 NATIONAL ELECTRIC CODE ELECTRICAL CON-F-PLACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. 2.3412 THMN CU UTIHIN 1' ? f ' . CONDUIT FOR POOL LIGHT(S). 3. GROUND ALL BOXES, TIGHTS. MOTORS, ETC W/:8 SOLID BARE COPPER T_ PROVIDE W3_GF_L OUTLET 10' MP:_ - 20' MAX FROM WATIR'S EDGE- 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 68022(B)-201j I. THESE ENGINEERING PLANS COMPLY WITH rth EDITION FBC 2034E SEC R 4501/ SEC 454.1/ RIO1,2.1 PRIVATE SWIMMING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSI/NSPI-4-92 & NSPI -5. ANSUAPSP -15,7. ANSIINSPI -3. ANSUASPC/ICC-4,5,6. 2. GUNITE TO ATTAIN 4000 PSI @ 28 DAYS. 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 454.2.3,2.13.2 PURPLE PRINIER APPLIED PRIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21 WATER PLUMBING PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 454.2.12.1. 5. ALL RE STEEL, LTI'ES, LADDERS & HANDRAILS BONDED W / 48 GROUND WIRE TO NEC. # 680 / 2011. 6. SOIL STATEMENT: SWIMMING POOL/SPA/PATIO - BEARING PRESSURE 2500 PSF. MINIMUM. 7. pOOIISPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY BARRIER TO BE " BABY" FENCE OR ALARM SYSTEM PER CODE. F6G 10 W 8. POOLSPA HEATER INSTALLATION ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE CONTROL TO LIMIT WATER TEMPERATURE To <104°F. FBC. SEC. 454.2.14.4. 9. ALL GAS PIPING TO FBes FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 201,4. 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. HYDROSTATIC RELIEF VALVE IS USED AT ENGINEER'S DISCRETION ONLY. BACK FLOW PREVENTER ON WATER SERVICE (WPB ONLY) 1 LTHE pOOL/SPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMINATE STRAIN ON PIPING. 12- TYPE 'O' POOL WALLS VERTICAL WITHIN 110, DRAINAGE POOL/PATIO TO GRASS (PBC). 13. ELSID 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 THIS SOLE PROPERTY OF EL-SID ENGINEERING AND IS NON-TRANSFERRABLE TO ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER. 15. WARRANTY: THIS ENGINEER WARRANTS THE SERVICES PERFORMED BY EL-SID ENGINEERING ARE CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY MEMBERS OF THIS PROFESSION CURRENTLY Y PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER WARRANTIES EXPRESSED OR IMPLIED ARE MADE. 16. ANGLE OF REPOSE CRITERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE: (1) #3 RESTEEL @ 6" OCBW- (2) GUNITE THICKNESS 6" MINIMUM. POOL DATA & EQUIPMENT & CRITERIA: POOL DRAENSIONS , AREA 520t PERIMETER Tool DEPTH VARIATION 3 ' VOLUME 15 1500 GALLONS SPA DIMENSIONS RAISED W/ JACUZZI JETS LITES POOUSPA PUMP `� - .1- O- V FILTER 'TC'-+ PUMP _ _ )'l HP too GPM a 7SI ID14 \ ° TURNOVERR TE 22 HRS TTfFS HEATER _�8� FUEL HANDRAIL I ,� ,�i1+9IfDt?F+ swim -ow -IN - DIAMOND BRITE/GEM COAT 51PAJO AD COLOR SLIDE DIVING BOARD AUTO - VAC CLEANER INLINE CL2 ® a SHEER DESCENT WATERFALL LIONS HEAD/ROSETTE R�►� I �- POOL BOND PATIO T ps2= QL\STALL Is SK Nn ffR: WING PROPER S7iFD PLASTIC BUSHLNGS. POOL BOND CAN BE INSTALLED LN OXE OF THE THREADAD SLO_ UAER OLeTLET PARTS, SEE'ASSEMBLY PROCEDURE' FOR PROPER I IGHT NUNG OF POOL BO\ID. QTN,ST-L IN A RETURN L Lam: POOL BO?:D CAN BE i>:SIAII-ED IN THE FILTRATION RETURN LINE ADIACEN TO INLET FITT7NG AVOID LNST.A L-%TIO\S TILAT COULD TRAP AIR IF _ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER SYSTEM %'_-kLVE BOX CAN BE USED FOR ACCESS. DO NOT INSTALL AS SHOWN TRAPPED AIR WILL PREVENT PROPER CONTACT WITH WATER C)LNSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: INSTALL ON SUCTION SIDE PLU".1BING AT LEAST 3' BELOW WATER LEVEL. PL1T FILTER R n W • IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER S}STE11 VALVE BOX CAN BE USED. WIRE RECEPTOR TAB POOL BOND CASTING-\ =8 SOLID COPPER BO?DLNG WIRE SPLIT BOLT ------i 1' MALE PIPE THREAD EQU`f-POTE\TLAL BON''DLNG GRID 1 TTC 6W.26 (C) 201E ALTERNATIVE METHOD PER FL. SENATE BILL SR 2836 IOCECUTIVE ORDER 2007-187 SIGNED JUNE 19, 2007 FBC 1012.1 SINGLE 48 AWG BARE SOLID COPPER WIRE AROUND ENTIRE PERIMETER OF POOL AND CONNECTED TO POOL RESTEEL IN 4-EQUALLY SPACED PLACES FROM 48 SOLID INSULATED TAILS AND W/APPROVED I.iECHANICAL FASTENERS Le, SPLIT BOLT, BR0\7:E PIPE CLA_Np (WBRoN= SCREWS) EQUI-POTE_\TLAL BONDING 8 SOLIDGROUND WIRE SHALL BE POSITIONED ;-TO 6- INTO SUBGRAD MATERIAL ADJACENT TO POOL STRUCTURE, THIS #8 WIRE SHALL BE MM) TO WOOL STRUCTURE REBAR LN 4 EQUALLY SPACED POLN rS. THIS ;8 WIRE SHALL BE PLACED 18" TO 24" IN PROXI2YM TO POOL STRUCTURAL WALL, I I I I PAD. RECOMENDID 3' BELOW WATER LEVEL MATRRTAT PNVERS W/DOD lV`UDCP SCREEN ENCLOSURE FENCE ALARM/13ARRJER POOL RLAPA POW, -56 AUTOMATION PIPE REDUCED TO 1' EL-SID ENGINEERING AND RUN TO DECK BOX #EB-0006831 139 ISLE VERDE WAY SIM PALM BEACH GARDENDS, FL 33418 LED LIGHT --CH40PVC SLEEVE LED LIGHT DETAIL SP 10-2.2 WALL FITTING- OR EQUAL INSTALLED INSIDE PIPE wATF�t l 4"-6„ 18"-24" GRADE FOR PAVER OR CONCRETE DECK NTS I Y.L' 810t ` �`o•-�CENSF-✓j No.16668 i� STATE OF ;U\ ��10NA �,��\oN DRAWN BY: I SHEET ; OF 3 DATE: 4:M• FOUND IRON ROD & CAP O "ROLLINS" Q inn v C' - -_ ----- 55�$- ----- - _ - La FOUND I,. IRON PIPE LOT 191 (IMPROVED) N 82'16'10" E 1 T(� .18 w I� :12.0' r rti•lL' 12.0':' 4..... .. .S N 82* 16* 10" E 187.78' LL 5 5.1' 17.0' t, , N N 32.9' LOT 190 EXISTING 18.4► RESIDENCE , tV FOUND 1" IRON PIPE -..-»_...Q`.........._ 11.5 ."fwr'r!' T / � C P f � CONCRETE BE , t"trti r'vR 04 DRIVEWAY REPOSED WALK! 1,--_-_-_- w bi 00 10's,,30' UTILITY EASEMENT 194.77 FOUND 1" IRON PIPE LOT 189 (IMPROVED) Ci 4m w f_ J rm FOUND ' NAIL/DISK 30.00' POINT OF CURVATURE N I EJtr E ' Gb CA a dj Um On 30.00' ___ _ -- CL SURVEYORV NOIES: ADi3moN3 oR aELET1aE $ To suRVIrY irlAf�5 OR REPORTS BY OTHER1. BEARINGS SFION E HEREON ARE BASED ON THE CENTERLINE OF iNDEAN. T CAIN THE SIe;NENG PARTY OR, PARTIES #S PR4HISITED WITHOUT WRITTEN BEND LANE AS PLATTED AND SEAMS. S €37'43`50" E C4�ISEI�IT CTl THE SIGNtNC PAR Y OR FAF21€ES. 2 THE EXPECTED USE OF THE SURVEY AND MAP IS FOR CONSTRUCTION 8..:PROPERTY HEREON LOCATED IN FLOOD ZONE "X" PER F.I.R.M. PERMIT11Ns. 1211IC0070J, DATED 2-16- 12. 3. ALL DISTANCES AND BEARINGS ARE AS FIELD MEASURED AND ARE D. THE TRAVERSE CLOSURE FOR THE SUBJECT PROPERTY EXCI EDS COINCIDENT Wfrrl "PLAT` AND DESCRIPTION DATA UNLESS OTHERWISE 1.10ioo 3'. t�t��lrt 4. T141S DRAWINq I5 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL I .O'F A FLORIDA LICENSED SURVEYOR & MAPPER. 5. THIS SURVEY Is BASED UPON A DESCE.IPnON FURNISHED BY THE CE.EENtT, THERE HAS BEEN NO EXT'EhISIVE SEARCH OF THE is UBUC RECORDS By THIS 0MCE.' 6: NO ATTEMPT HAS BEEN MADE TO LOCATE UNDERGROUND WROVISMENTS. 10. PARCEE. IDENTIFICATIOt NUMBER, 1312-800-0021-000-0. It ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD 'IN . FEET, 12.: THE SPECIFIC PURPOSE OF THIS SURVEY IS TO DEPICT THE PROPOSED •:POOL AND DECK TO BE SUEUTTED FOR CONSTRUCTION PERMITTING TO THE APMOPRIATE AUTHORITY. IMPROVEMENTS TO THE PROPERTY NOT DEPICTED HEREIN ARE NOT PERTINENT TO THE SPECIFIC PURPOl3SE OF THIS SURVEY. SPECIFIC ST.rRVEY Permit: LEGEND CL = CENTERLINE EP = EDGE OF PAVEMENT LEGAL DESCRIPTION: LOT 190, HOLIDAY PINES SUBDIIRSION--PHASE ., . RECORDS OF MARTEN COUNTY, FLORIDA, LOT AREA; 17.100 Sq. Ft.; 0.39 Aays* MEIET ADDRIM.- 5107 INDIAN EMEND LANE, FORT PIERCE. FLORIDA 34951. CERTIFIED TO: ROBERT F. HAUKSAP, A. f T1FIOAWN: I HEReSY CERTIFY THAT THE SURVEY PRESENTED HEREON WAS PERFORMED UNDER. MY SUPERVISION AND IT COMPLIES WITH THE STANDARDS OF PRACTICE AS SET FORTE{ BY THE FLORIDA BOARD OF SURWYORS & . MAPPERS 1N CHAPTER 5J--17.050 -- 17.052 OF THE FLORIDA ADMINISTkATIVE CODE, PURSIJANTMx ' ftZN f 47 2.027, FLORIDA STATUTES, AND FURTHER T1-A `�I 7'1�SIBLE, ABOVE GROUND ENCROACHMENTS UKESS . ;. �OPE M UO-a rsftic h a I I Sumying &Flopping 321 Holly Ave Fiwi SIIf Job Hw M0107 Port SL .Lucie, Florida 34952 tel: (772)940-1382 Dmwn.- M' Dalm 01 —07--2