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HomeMy WebLinkAboutPlans1 tl WATERLINE SWIMMING POOL PLAN SCALE:l/8"=1'0" 6" MIN GUNTTE 1 0 UNDISTURBED OR COMPACTED SOIL TO 95% MODIFIED 40=SGUNITEA PROCTOR 4000 PSI S #3 @12" OC/ BW FOR DEPTH TO 5' #3 @ 6" OC/ BW FOR DEPTH> 5' _ ANTI -ENTRAPMENT 1 MAIN DRAIN _ rPOOL SECTION NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED) TO SIN B/N =• TO BOUBLEB/N DBN BRICK 4" CONCRETE 4" TILE— -BRTTE CANTI-LEVER MARBLE CONCRETE ON CONCRETE OVER -POUR W. DBN BRICK PAVER OR MARBLE ON SAND 518" ORBETTERPLYWOOD SHEATING 21IX4"X V @ T OC FIId1SFTED � 343 RE -STEEL OR 1 #5 R&STEEL CONTINUOUS l SHORING G DETAIL 2500 PSI CONCRETE W/6°X6" # 10/10 STEEL WIRE MESH OR FIBER MESH (11b/YD.) 00 4" 3•93 RE STEEL OR It I RE -STEEL I CONTINUOUS FOOTER DETAIL FOR SCREEN ENCLOSURE I -12' -� FOOTER DETAIL FOR SCREEN ENCLOSURE BRICK 4"CONCRETE )SURE. SWBOIING POOLPLANFOR: (BY OTHERS) --- 1\- --- --RD►1-/.NV P—L— 0 3RICRPAVIItS 31�2 -11DEuIATE.R OQ � V1VU1J3 Vi(DLU JV1L (NO EXCEPTIONS SWIM IN BENCH DETAIL SWIM OUT BENCH DETAIL NTS NTS EL-SID ENGINEERING #EB-0006831 139 ISLE VERDE WAY PALM BEACH_GARDENDS. FL 33418 FOR A A I �� �L►? (To DRAWN BY: SHEET 1 of 3 DATE: JOB NO: #16668 N VALVE FILTER W/ PRESSURE GAUGE & AIR RELEASE VALVE WASTE RETAINED ON SITE .-� LINT STRAINER PIPE SCHEMATIC SCALE NTS 2#3 WATER LEVEL TO PUMP 6" MIN-12" MAX HIWVAC LOCK HW400 FBC FBC 2017 SEC 459.1.6.5.3.2 & ANSVASME A112.19.SM SKINIIVIER & VAC DETAIL SCALE CIVUD 32" CHANNEL DRAIN PIPING DIAGRAM SCALE Nm POOL _ PIPE SIZE FLAW (8/sec) FLOW THRU CMP MD GRATES PIPE FLOW MAIN DRAIN r� SKIIYINER�7 • L •5 j� g RETURN TO POOUSPA G 5.0 `10 ASSUMPTION: POOL FLOW 67% MD 33% SKIIvRvIER SPA FLOW 100% MD POOL RETURN L FROM PUMP 2 FROM TEE. 1-1/2" AT INLET :K ANCHORS T 12" 1 3-TREAD LADDER N.T.S. HANDRAIL & STEPS (240-SQ. IN. MIN.) N.T.S. DECK ANCHORS ROUND RE F I L T O E. R 4- CONCRETE SLAB OR PAVERS POOL EQLTIpNMTT SECURED W/1- 3/4" X 3/8" TAPCONS OR EQU,'J POOL EQUIPMENVANCHOR DETAIL SCALE _ N iS EL-SID ENGINEERING #EB-0006831 139 ISLE VERDE WAY PALM BEACH GARDENDS FL 33418 32 CgANNEL DRAIN OPEN AREA= 38.79 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) O FOR 2.5" PLUMBING USING CENTER PORT ONLY = 200 GPM (FLOOR) & 168 GPM (WALL) O FOR 2" PLUMBING USING TWO OUTER PORTS = 268 GPM (FLOOR) & 192 GPM (WALL) DRAWN BY. O FOR 2" PLUMBING USING CENTER PORT ONLY =1 sa GPM (FLOOR) &M A TN R AM DETAIL DATE: SHEET 2 OF 3 JOB NO: 'COTES: ONE OF THE FOLLOWING POOL SAFETY FEATURE OPTIONS MUST BE PROVIDED SPECIFICATIONS: 1. THE POOL MUST BE ISOLATED FROM ACCES,gi;TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL" BARRIER REQUIREMENTS OF 454.2.17 OF THE FLORIDA BUILDING CODE.202b 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 EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85DB AT 10 FEET. 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 54 INCHES ABOVE THE FLOOR. *APSP-15 MINIMUM FLOW FOR 6 HOUR TURN OVER C- - GPM @ MINIMUM FILTER AREAS CARTRIDGE (A FT2 < ®� ❑ SAND FT= < DE FT2<- FILTERPUMP ® RIPtA613 1a ELECTRIC RISER DIAGRAM HOUSE PANEL 200 POOL PANEL LITES 1P20 2P20 PUMP 0 2P60 POOL AUTOMATIONAIR BLOW 2/0 ELECTRIC TO POOL PANEL _ HEATER 1" PVC CL2 1P15 GAS HEAT FPL 2#.4 1#1•�i 1#QaRD ELECTRICAL DIAGRAM 60 AMP POOL PANEL MANUEL MOTORSTARTER SWITCH W/ 294 & 196 CU WITHIN +1 E IQ HP PUMP. MOTOR W/ BUILT-IN V MIN. ELECTRICAL CONDUIT. OVER1;OAb SWITCH W/- 294& 148 CU WITHIN I" MIN. CONDUIT #8 SOLID CU GROUND WIRE TO EXISTING PANEL S.P.S.T. TOGGLE 1---(GFCI PROTECTED) TIMECLOCK WP DISCONNECT POOL LIGHTS L 12 VOLT TRANSFORMER (GFI NOT REQUIRED) JUNCTION BOX 1. ALL ELECTRICAL TO COMPLY WITH 20 r : NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. 2.3412 THHN CU WITHIN 1" MIN. CONDUIT FOR POOL LIGHT(S). 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/#8 SOLID BARE COPPER. 4. PROVIDE W.P.G.F.I. OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE, 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(13}201 f i . I. THESE ENGINEERING PLANS COMPLY WITH-jth EDITION FBC 2011X SEC R 450 V SEC 454.11 R1012.1 PRIVATE SWIMMIIQG POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORICIvMANSHIP PER ANl SI/NSPI-4-92 & NSPI -5. ANSUAPSP -15,7. ANSUNSPI 73. 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 PRDAERAPP=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. S. ALL RE -STEEL, I =, LADDERS & HANDRAILS BONDED W / 48 GROUND WIRE TO NEC. # 680 / 2011- 6. SOIL STATEMENT: SWIMMING POOL/SPA/PATIO - BEARING PRESSURE 2500 PSF. MINIMUM. 7. POOL/SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY BARRIER TO BE " BABY" FENCE OR ALARM SYSTEM PER CODE. Pbr- 2W?A 8. POOL/SPA 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; d, FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 201-4. 10. AFTER COMPLETION, THE POOLJSPA 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 PREVENIER ON WATER SERVICE (WPB ONLY) I LTHE POOLJSPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMINATE STRAIN ON PIPING. 12. TYPE'O' POOL WALLS VERTICAL WITHIN 11°, DRAINAGEPOOL/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 IU 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. WARZANTY: THIS ENGINEER WARRANTS THE SERVICES PERFORMED BY EL-SID ENGINEERING ARE CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARJLY EXERCISED BY MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER WARRANTIES EXPRESSED OR IMPLIED AREMADE. 16. ANGLE OF REPO?; bUTERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE: (1) #3 RE -STEEL @'i 04BW- (2) GUNTTE THICKNESS 6" M[NP4UM. 'POOL DATA & EQUIPMENT & CRITERIA: I POOL DIMENSIONS AREA PERIMETER DEPTH VARIATION -� VOLUME $ 1 (000 GALLONS SPA DIMENSIONS RAISED W/ JACUZZI JETS LITES r1 POOL/SPA PUMP•Gi 1` O f oo ' l FILTER PUMP J HI Ell GPM e 3J I TDTI TURNOVER RATE 2 3 ' HRS LITES ^ ^ HEATER BTU FUEL HANDRAIL ^^ nnR/SWIM_ _IN SU C.LU () E 9 DIAMOND BRTTF/GEM COAT i�`p COLOR SLIDE DIVING BOARD AUTO - VAC CLEANER INLINE CL2 W101 SHEER DESCENT WATERFALL LIONS HEAD/ROSETTE OND PATIO /-7- MATERIAL NICKPhVI�f`S W/DOD `C•N1�� POOLB SCREEN ENCLOSURE FENCE / LISTED FWi- N_NeM 4_PGatA�s cy Ps zoos ALARM/BARRIEF Ql INSTALL IN SKIMMER AUTOMATION USING PROPER SIZED PLASTIC BUSHINGS, POOL BOND CAN BE INSTALLED IN ONE OF THE THREADAD SKIMMER OUTLET PARTS. SEE •ASSEMELY PROCEDURE' FOR PROPER LIGHTENING OF POOL BOND. QINSTALL IN A RETURN LINE: • POOL BOND CAN BE INSTALLED IN THE FILTRATION RETURN LINE ADJACENT TO INLET FITTING AVOID INSTALLATIONS THAT COULD TRAP AIR• • IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER SYSTEM VALVE BOX CAN BE USED FOR ACCESS. DO NOT INSTALL AS SHOWN TRAPPED AIR WILL PREVENT PROPER CONTACT WITH WATER 301NSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: p TER • INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL. • IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER SYSTEM VALVE BOX CAN BE USED. WIRE RECEPTOR TAB -1 POOL BOND CASTING 98 SOLID COPPER \\ BONDING WIRE SPLIT BOLT V MALE PIPE THREAD EQUI-POTENTIAL BONDING GRID NEC 680,26 (C) 201. j: 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 CONNECTED TO POOL RE -STEEL IN 4-EQUALLY SPACED PLACES FROM #8 SOLID INSULATED TAILS AND CONNECTED W/APPROVED MECHANICAL FASTENERS i.e., SPLIT BOLT, BRONZE PIPE CLAMP (WBRONZE SCREWS). EQUI-POTENTIAL BONDING #8 SOLID GROUND WIRE SHALL BE POSITIONED 4" TO 6" INTO SUBGRADE MATERIAL ADJACENT TO POOL STRUCTURE. THIS #8 WIRE SHALL BE BONDED TO POOL STRUCTURE REBAR IN 4 EQUALLY SPACED POINTS. THIS #8 WIRE SHALL BE PLACED 18" TO 24" IN PROXIMITY TO POOL 015T Te--rf TD Ai WATT. PAD. RECOMENDED 3" BELOW WATER LEVEL :-. EL-SID ENGINEERING ME REDUCEDT01" #EB-0006831 AND RUN TO DECK BOX 139 ISLE VERDE WAY PALM BEACH GARDENDSFL 33418 LEDLIGHT J `SLEEVE2-SCH40PVC LED LIGHT DETAIL Sp 10-22 WALL FITTING- OR EQUAL ' INSTALLED INSIDE PIPE WATER 4"-6" 18"-24" GRADEFORPAVER. 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"Y � R .h�iV.i�Ei `z , , ai�'� I�satrt�a�Ean saad d�sSt `� •�`a'''��31�t':�'' : Imo#. E, �7s�. �:I: �'131t Mj m �n \J lot a .. VAV.01;TAmgg 9itl i' ��Fidw� i Tt i:t :.i �t Ji�li "x% ,.�sbllc iEcttti Ti�Ia ifiiEYtiESS:Qat7ciaa5 1 _a FA 6" MEN. GIi INITE 1 0 UNDISTURBED OR COMPACTED L6" MIN .GUNITE� — o SOIL TO 95%MODIFIED 4000 PSI s PROCTOR #3 @12" OC/ BW FOR DEPTH TO 5' #3 @ 6" OC/ BW FOR DEPTH> 5' ANTI -ENTRAPMENT MAIN DRAIN _ � POOL SECTION NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED) TO SINGLE B/N . TO BOUBLE WN Horn, r DRN BRICK p - Tr- 3/8" - BRTTE CANTI-LEVER CONCRETE OVER -POUR 4" MARBLE ON CONCRETE 5/8" ORBETTERPLYWOOD SHEATING 2"X4"X V @ 2' OC SHORING DETAIL P4"o SI CONCRETE W/6"X6" # 10/10LWIREMESHORFIBERMESH,o—o 3-#3 RE STEEL �8 OR 1 #5 RE -STEEL CONTINUOUS FOOTER DETAIL FOR SCREEN ENCLOSURE 4"CONCRETE DBN BRICK PAVER OR MARBLE ON SAND 3 43 RE STEII q 7;w 1L" OR 1 #5 RESTEEL CONTINUOUS �---12"-1 FOOTERDEfAIL FOR SCREEN ENCLOSURE UllL UlIDLL - (NO EXCEPTIONS SWIM IN BENCH DETAIL SWIM OUT BENCH DETAIL NTS NTS L , SWIMMING POOL PLAN SCALE: 1/8"=1'0" SVaNRv ING POOL PLAN FOR: 3t�-12 'RpE\0ATE.R 02 EL-SID ENGINEERING #EB-0006931 139 ISLE VERDE WAY PALM BEACH GARDENDS, FL 33418 FOR: — AS MTNA PODLS r) SHEET 1 OF 3 JOB NO- P.E #16668 VALVE 4PRI� AIR RELEASE VALVE STE RETAINED ON SITE Oti PU&2 W/lqAIR & : Rp LINT STRAINER 0 ti PIPE SCHEMATIC SCALE N1'S WATER LEVEL I 6" MIN-12" MAX FBC VAC LOCK #W400 • BC 2017 SEC 459.1.6.5.3.2 & ANSUASMEA112.19.8M 2#3 TO PUMP SKIMMER & VAC DETAIL Mrs SCALE 32" CHANNEL DRAIN 32 CgANNEL DRAIN OPEN AREA-- 38.79 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) O FOR 2.5" PLUMBING USING CENTER PORT ONLY = 200 GPM (FLOOR) & 168 GPM (WALL) O FOR 2" PLUMBING USING TWO OUTER PORTS = 268 GPM (FLOOR) & 192 GPM (WALL) 0 FOR 2" PLUMBING USING CENTER PORT ONLY =1s4 GPM (FLOOR) & 1 � A W L)nP TN 17F.TA TT PIPING DIAGRAM SCALE NiS POOL FLOW THRU CMP MD GRATES PIPE FLOW MAIN DRAIN PIPE SIZE FLOW (ft/sec) T SKIMMER r� [ L • J RETURN TO POOUSPA f�g Z n 5.0 `, 10 ASSUMPTION: POOL FLOW 67% MD 33% SKIMMER SPA FLOW 100% MD ., r POOL RETURN 2 FROM PUMP 2 FROM TEE. 1-1/2" AT INLET :K ANCHORS 1l2" 1 3-TREAD LADDER N.T.S. HANDRAIL & STEPS (240-SQ. IN. MIN-) N.T.S. DECK kNCHORS ROUE-D RE F i I L T ® E R 4^ CONCRELE SLAB OR PAVERS pOOL EQUII'j F SECURED W/1- 3/4" X 318" TAPCONS OR EQU. L. POOL EQUIPMENT/ANCHOR DETAIL SCALE N-M EL-SID ENGINEERING #EB-0406931 139 ISLE VERDE WAY PALM BEACH GARDENDS FL 33416 DRAWN BY: 15IMET 2 OF 3 DATE: JOB NO: NOTES: ONE OF THE FOLLOWING POOL SAFETY FEATURE OPTIONS MUST BE PROVIDED SPECIFICATIONS: I. THE POOL MUST BE ISOLATED FROM ACCES; `TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIREMENTS OF 454.2.17 OF THE FLORIDA BUILDING CODE.202b 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 EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85DB AT 10 FEET. 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 54 INCHES ABOVE THE FLOOR. *APSP-15 MINIMUM FLOW FOR 6 HOUR TURN OVER GPM @ MINIMUM FILTER AREAS CARTRIDGE �N FT2 < OCR SAND FT2< ❑ DE FT2< FILTERPUMP :W104 �� u ELECTRIC RISER DIAGRAM HOUSE PANEL POOL PANEL LITES 1P20 2P20 PUMP O 2/0 2P60 POOL AUTOMATION, AIRIB. ELEC' TO POOLPANEL 1, PVC 2#' GAS FPL 1# 43RD CL2 iP15 BEAT HEA' ELECTRICAL DIAGRAM 60 AMP POOL PANEL MANUEL MOTORSTARTER SWITCH W/ 29$ & 4{�'CU WITHIN FI i9 HP PUMRMOTOR WlBUILT-IN 1" MIN. ELECTRICAL CONDUIT. OVERLOAD SWITCH W/- 2#6& 148 CU WITHITI 1" MIN. CONDUIT #8 SOLID CU GROUND WIRE TO EXISTING PANEL S.P.S.T. TOGGLE SWITCH Lq•---(GFCI PROTECTED) TIME CLOCK WP DISCONNECT POOL LIGHTS. L 12 VOLT TRANSFORMER (GFI NOT REQUIRED) JUNCTION BOX----/ 1. ALL ELECTRICAL TO COMPLY WITH 20 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. 2. 3-#12 THHN CU WITHIN 1" MIN. CONDUIT FOR POOL LIGHT(S). •3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/98 SOLID BARE COPPER. 4. PROVIDE W.P.G.F.I.OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE. 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B}201-;. . t jj.� ��1 LISTED POOL BOND(o 1. THESE ENGINEERING PLANS COMPLY WIiTi rth EDITION FBC 2U191 SEC R 4501/tSEC 454.1! R1012.1 PRIVATE SVJII&MING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSUNSPI4-92 & NSPI -5. ANSI/APSP -15,7. ANSUNSPI ;3. ANSUASPCIICC-4,5,6. 2. GUNITE TO ATTAIN 4000 PSI @ 28 DAYS. 3. RE -STEEL TO BE IIITERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACI STANDARDS. 4. PIPING &PLUMBING T'O BE SCH. 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS &FBC 454.23,2.132 PURPLE PRIMER 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, LITES, LADDERS 8i HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680 / 2011. 6. SOIL STATEMENT: SVJIIvTAfNG POOL/SPA/PATIO -BEARING PRESSURE 2500 PSF. MINIMUM. 1 7. POOL/SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY BARRIER TO BE "BABY" FENCE OR ALARM SYSTEM PER CODE. F6C Z020 8. POOL/SPA 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 TC1 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 PREVEN-fER ON WATER SERVICE (WPB ONLY) 11.THE POOUSPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMINATE STRAIN ON • PIPING. 12. TYPE'O' POOL WALLS VERTICAL WITHIN 11°, DRAINAGE POOL/PATIO TO GRASS (PBC). 13. EL-SID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS, OR REQUIRED SETBACK AREAS. THE FOOL 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. WAR$ANTY: 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 PRACTICING UNDER SIMILAR CON-DITIONS. NO OTHER WARRANTIES EXPRESSED OR IMPLIED ARE MADE. . �*UTERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE: 16. ANGLE OF FEP-OS- (1) #3 RE -STEEL @�a<O�(BW- (2) GUNTTE THICKNESS 6" M11VItvIUM• , =PEiOL DATA &EQUIPMENT & CRITERIA: % POOL DIMENSIONS AREA �� � PERIMETER ` 21 DEPTH VARIATION-�� VOLUME $2�00 GALLONS SPA DIMENSIONS RAISED W/ JACUZZI JETS LITES jPOOL/SPA PUMP FILTER�= CS too , PUMP ll{ gpT_ GPM � �I TD14 TURNOVER RATE 2 3 -HE LITES HEATER BTU FUEL HANDRAIL nx/swIM- S1J Glu 1) so DIAMOND BRTI-FJGEM COAT ��N 9 A �\p COLOR SLIDE DIVING BOARD AUTO -VAC CLEANER TI�I-INE CL2 SHEER DESCENT WATER FALL LIONS HEAD/ROSETTE PATIO N 7� MA, r , •, L/��Ci� �K�i� ] W/DOD /NCL\) QED SCREEN ENCLOSURE FENCE L g ` NOD I• d ,',/ ALARM/BARRIFR P00L "DA 4 f RtA 3B Q { r) I Q1 INSTALL IN SKIMMER: AUTOMATION USING PROPER SIZED PLASTIC BUSHINGS, POOL BOND CAN BE:INSTALLED • IN ONE OF THE THREADAD SKIMMER OUTLET PARTS. SEE `ASSEMBLY PROCEDURE* FOR PROPER LIGHTENING OF POOL BOND. 2QINSTALL IN A RETURN LINE: • POOL BOND CAN BE INSTALLED IN THE FILTRATION RETURN LINE ADJACENT TO INLET FITTING AVOID INSTALLATIONS THAT COULD TRAP AIR. • IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER SYSTEM VALVE BOX CAN BE USED FOR ACCESS. DO NOT INSTALL AS SHOWN TRAPPED AIR WILL PREVENT PROPER CONTACT WITH WATER ID 5 (I)INSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: _ p FILTER • INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL. ( m El • IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER SYSTEM VALVE BOX CAN BE USED. WIRE RECEPTOR TAB -� POOL BOND CASTING #8 SOLID COPPER \\ BONDING WIRE SPLIT BOLT rr� I" MALE PIPE THREAD EQUI-POTENTIAL BONDING GRID NEC 680.26 (C) 201..1 ALTERNATIVE METHOD PER FL. SENATE BILL SR 2936 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 CONNECTED 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 (WBRONZE SCREWS)• EQUI-POTENTIAL BONDING #8 SOLID GROUND WIRE SHALL BE POSITIONED . 4" TO 6" INTO SUBGRADE MATERIAL ADJACENT TO POOL STRUCTURE, THIS #8 WIRE SHALL BE BONDED TO POOL STRUCTURE REBAR IN 4 EQUALLY SPACED POINTS. THIS 48 WIRE SHALL. BE PLACED IT' TO 24" IN PROXIMITY TO POOL c-r-0T T-rT m AT T. WALL. LED LIGHT - LED LIGHT DETAIL PAD. RECOMENDED 3" BELOW WATER LEVEL ;�mr�•: EL-SID ENGINEERING PIPE REDUCED TO I" #EB-0006831 AND RUN TODECK BOX .139 ISLE VERDE WAY � PALM BEACH GARDENDS FL 33418 �-2"SCH40PVC SLEEVE Sp 10.22 WALL FITTING OR EQUAL INSTALLED INSIDE PIPE WATER 4"-6" -74 18"-24" i GRADEFORPAVER OR CONCRETE DECK NTS . 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' �-3�" "f' `.a :� � • ` 1�. 1� #s�i�dln: ;.��tbi:ct� h k�i�sa�ed Czar � b c�Yra�ahie �si��ttc�i are: ts�t' bQ '&`�'.yf�dCt�' t4A GI8N�81�i➢�1;$f.t�fF ' ' = ':::: n>?: a;:k,. s:c' - � tea• ;:� " �, .. . . " F .-�`,- �2 � ��� �- � �1 «{s�ues- n�t R,t'�f•"T ... 1MMI"1�CI . :. < •, ..�,. � .... <., .. ��! 1=�3.• *fit' I� .C y s: I 'iitte I `t0.1d ir►a. 'FIEI Fli tie t r #iFt rt NO, is 42-a4 . #dtlat. i1i. I���ratss� " �t��s� .. mod. F#sI€c : masgi 4 / ly 37 to I 5164 EQ rn O R=60.00' L=14.30' A=13'39'13" R=25.0' L=23.5 0=53'58' 1" r v V 3; o 0 r y ry s 0 Y i SURVEY6 : ` '' I HERE BBYY C kjlFY,rt}}�T FIELD SUVf;,9;Y;t7N MY KNOIhIIEDGEMYWp,,BE PRACTIC61}`r0. SUR"(E1S CHAPTEO.4tJ CMLS AVj$DSGN;;GR} it 'Al BY IAN ($IERNAtJ:, PROF SSI))..' . STATE ,6F RIpA'RE`i URVEY AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A N AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN : CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 6101 DATE 1712J COPYRIGHT © 2021 ALL RIGHTS RESERVED 30 GRAPHIC SCALE 30 ( IN FEET) . 1 inch = 30' ft. h.�1hG\I[�Jl�1�l/G\J LOT 11, CREEKSIDE PLAT NO. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 55, PAGE 16, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LEGEND & ABBREVIATIONS O.R.B. - OFFICIAL RECORDS BOOK F.F.E. - FINISH FLOOR ELEVATION U.E.- UTILITY EASEMENT D.E.- DRAINAGE EASEMENT CENTERLINE ((P - PLAT D- DELTA ANGLE (M - MEASURED R- RADIUS Cl- - CALCULATED L- LENGTH PC- POINT OF CURVE L.B. - LICENSED BUSINESS C.B.S.- CONCRETE BLOCK & STUCCO CONC.- CONCRETE `ar WOOD POWER POLE PG- PAGE IRC - IRON ROD AND CAP PUDE- PUBLIC UTILITIES & DRAINAGE EASEMENT CLF- CHAIN LINK FENCE SURVEYOR'S NOTES 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2 ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, ->:_T. ,e� OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED EXCEPT AS SHOWN. �7 5. DESCRIPTION SHOWN HEREON AS PROVIDED BY CLIENT. 6. FIELD SURVEY LAST CONDUCTED ON AUGUST 3, 2021. 7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE. B. THE SOUTH LINE OF LOT 11 IS ASSUMED TO BEAR SOUTH 78'06'24" WEST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 9. OVERALL PARCEL CONTAINS 10,215 SQUARE FEET OR 0.23 ACRES, MORE OR LESS. 10. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE NOTE: PROPOSED ELECTRICAL PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH SERVICE TO RESIDENCE IS TO THE 2011 ADJUSTMENT (NSRS 2011). BE BURIED. 11. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X" & AE", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL CERTIFIED TO NUMBER 12111CO170J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS A&J CUSTOM POOLS, LLC. INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. 12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). PERMIT NO. PHONE (772)323-2244 File & Drawing No, AS -BUILT SURVEY & FINAL POOL TIE-IN 3142 Tidewoter Circle Boundary & CIVILSUI�V Topograp is Survey Scale: Date: A&J CUSTOM POOLS, LLC 1" = 30, OB 03 21 ROMANELLO A Trodfion of Innovotive Engineering Drawn By: Sheet 3142 TIDEWATER CIRCLE 1PORT ST LUCHORE BOULEVARD4 L.B. No.7805 IE,FLORIDA w -Lofj— FORT PIERCE, FLORIDA I ........ XMaAJ- DESCRUPT-TON LOT 1 j.. AMORDING M CR Ea(SIDE PLAT NO BEING ALL OF -12 u ORPS T 13 .- FLOO A$ REORDED IN PLA PUB C REC m 55; PACE 01:1 ST. WCIE LE.. OAPHIC S LOT 10' -CoNTAIN.S. 0,26 AMES MORE OR 1M. 7 IM-W. 12. CRELP NA I M skr. fL 4 41kUl RT.F110CE . IRIC ZONE' tEl� EWA` FMW 51,lr 904"A I S=Ds Ma :.t�MW ASE ow. X 'so 04 451 ft a 0#4 CAM': #A= DEN &-MAPM ONAU WMP M ON ...� Un M-M -.14MAS 0.' US 'CLEM Oluls 4, b MID m ME, x cm-mm. 0.0m N .,Ww fimmm AM �MACT - MT AGIM M_ EASM04T YOM T.. T WM OW,010:14EAsUM DATA TENAIR, 'Ab! UNE -f= t - , RAOM Mo E4 q K t�.: f .9 work' LOT 11 dye !ps ;!� I W &Q: P40rt y or .2 232 tp.: akr"y MOP - or 174FOrt$ bY. Othi3r: th th !--_�S`TORY ' S t - - 2, A n :�O'Odlws As prMbit t 4fttto �"qe�n id the sig. in pq 0�7 floe id .z,8. 2 0 f c this ina—P am: n VQ dtd,l: survty`r- and. M-app.407. Udell 7� COVERED act ti thia;"offica., Ld W-eft Vot.. 90F.24 F0. y 4., W/v. t t)eeds�'Thia dtg M 42 (TYP) wnemhlp, abap von jo s� d:,be Rug, lit aft , 001. um. - fixed . prqvp y boo '10.0 d. _. :.. .��k ldttdf ddtforto S. war's n ea hl pt ul.nu* Wy�. X: kuld. Ag—u 5, ddo 7.: q -Mapi 0,11() poidjv*:6ls. F6htulbv� Amen ants blid redd*- b00 em sear a ..this. ptoppt�y� 7 12ir+ 4W ad FEMA Panal. ai�d., O� i. Moe td'. by �he P ish Tha-f-lo t IDE. FLA -Use CREEKS T 00� I ae(tmed to the� lhform�t A"' , , G, 2 km .60 �row: w.g.m. cro -buiwd on rer 94 to OPWPIED Wh 1000 • of­T(dsw.0W 01rde lip cog or o -reuitive: re -M orch h $.Om: thon thdsOja bf t shown hereon othw, p 4V', iu M s. ns� n: the-xn Gun he da 'm aval bi Ififo Iff —bu"am C�j�rt jed tb� :66d 0"- Mr 0 de ar` 40 3. ­77777-77 777.1 M,es 511 DENO= OW070 MMS MOM MI= W.0 Ja US 401044� IWOMM FIX) YA n Ll& U.. I-, jo.j !ql MELD., px W dg, d srxry 69�pm Np. m 42.&1, R.- ON : t Tit le InWrance py 1 ,_ n 0 - WATER L NE - - i 6" MIN. ' GUNITE C UNDISTURBED OR COMPACTED SOIL TO 95% MODIFIED 6" MIN 4000 PSIS .GUNITEA PROCTOR #3 @12" OC/ BW FOR DEPTH TO 5' #3 @6" OC/BW FOR DEPTH> 5' A•n-ENTRAPMENT MAIN DRAIN _ I rPOOL SECTION NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED) r TO SINGLE B/N =. TO BOUBLE BIN DBN BRICK BN BRICK 4" CONCRETE 4" CONCRETE 3/8" BR1TE CANTI-LEVER CONCRETE OVER -POUR MARBLE ON CONCRETE W DBN BRICK PAVER OR MARBLE ON SAND 1 SWIMMING POOL_ PLAN SCALE: 1/8"=1'0" RE,VIF-WED FOR CODE E ST. L IE C �.��TY BOOC S ENCLO S WIlvuvE NG P(OOLj (PLApN F ENGINEERING (BY OTHERS) 5!8" OR BETTER PLYWOOD SHEATING BRICIiPAVERS �DE 21IX4"X 8" @ T OC �s14,:' VJAi ER FRZSHED GRADE (� 343 RE -STEEL OR 1 #5 RE STEEL CONTINUOUS --12"-� SHORING FOOTERDETAILTAIL FOR SCREEN ENCLOSURE Z500 PSI CONCRETE W/6"X6" # 10"' STEEL WIFLE MESH OR FIBER MESH, (11VYD.) 00 4" 3•#3 RE•STEEL8 OR1#SR&STEEL CONTINUOUS FOOTER DETAIL FOR SCREEN ENCLOSURE urLL j 1VflDLV - (NO EXCEPTIONS SWIMIN BENCH DETAIL swaAour BENCH DETAIL NTS' NTS EL-SID ENGINEERING #EB-0006931 139 ISLE VERDE WAY PALM BEACH GARDEND6� FL 33416 FOR- _ p► CO MIA KDL5 (To - JUN HAM D P.E #16668 KOVyF c�e'd�•E��NSF•, �� s' tp, 166sa a dr �K STATE OF 4l NN DRAWN BY: SHEET 1 OF 3 DATE: JOB NO: VALVE FILTER W/ PRESSURE GAUGE & AIR CEASE VALVE WASTE RETAINED ON SITE LPG W/HA R & s ROO LINT STRAINER r 0 ,10 G a OOv ENO N PIPE SCHEMATIC �v SCALE N1•S 2I WATER LEVEL f TO PUMP 6" MIN-12" MAX H/W VAC LOCK #W400 FBC 2017 SEC 459.1.6.5.3.2 & ANSVASME A112.19.SM J_ SKIMMER & VAC DETAIxL SCALE - 32" CHANNEL DRAIN U-i FLOW THRU CMP MD GRATES PIPE FLOW MAIN DRAIN SKRvR, ER RETURN TO POOL/SPA REVIEWED FOR C6®E COMPLIANCE ST. LUCIE COUNTY BCCC PIPING DIAGRAM SCALE Nm POOL PIPE SIZE FLOW (ft/sec) 2~ 5D C9 Z ° 5.0 � 10 ASSUMPTION: POOL FLOW 67% MD 33% SK yffvIER SPA FLOW 100% MD N � POOL RETURN 2 FROM PUMP 2 FROM TEE, 1-1R" AT INLET 32 CHANNEL DRAIN A��'�J - — OPEN AREA--3 8.79 INT lw 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) O FOR 2.5" PLUMBING USING CENTER PORT ONLY = 200 GPM (FLOOR) & L68 GPM (WALL) O FOR 2" PLUMBING USING TWO OUTER PORTS = 268 GPM (FLOOR) & 192 GFM (WALL) �T ® FOR 2" PLUMBING USING CENTER PORT ONLY = 184 GPM (FLOOR) &) M A TN nRTN DETAIL I 12" 1 3-TREAD LADDER N.T.S. 1 DRAWN BY: DATE: !K ANCHORS HANDRAIL & STEPS (240-SQ. IN. MIN.) N.T.S. BECK ANCHORS ROUTID RE F i I L j T O R R 4" CONCRETE SLAB OR PAVERS POOL EQUMMENT SECURED W/1- 3/4" X 318" TAPCONS OR EQUAL POOL EQUIPMENT/ANCHOR DETAII SCALE �iIS KO �10 EJ�DS L 334 8 o STATE OF % � ` r � �� 01 !4 N.2 x SHEET 2 OF 3 JOB NO: NOTES: ONE OF THE FOLLOWING POOL SAFETY FEATURE OPTIONS MUST BE PROVIDED SPECIFICATIONS: 1. THE POOL MUST BE ISOLATED FROM ACCES,4,`•TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIREMENTS OF 454.2.17 OF THE FLORIDA BUILDING CODE.2020 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 �VITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85DB AT 10 FEET. 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 54 INCHES ABOVE THE FLOOR. *APSP-15 MINIMUM FLOW FOR 6 HOUR TURN OVERy" GPM @ MINIMUM FILTER AREAS CARTRIDGE Fr < ®� ❑ SAND .FT2 < ❑ DE ` FT2< -�K`��� FILTERPUMPRD RIO PM615 ELECTRIC RISER DIAGRAM 1. THESE ENGINEERING. PLANS COMPLY WITH rlh EDITION FBC 2414E SEC R4501hSEC 454.1/ RIO12.1 PRIVATE SWB&,fING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSUNSPI 4 92 & I PI -5. ANSUAPSP -15,7. ANSUNSPI 73. ANSUASPC/ICC A5,6. 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 PRRvERAPPLIED 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, I =, LADDERS & HANDRAILS BONDED W / 48 GROUND WIRE TO NEC. # 680 / 2011. 6. SOIL STATEMENT: SWI M[]NG POOL/SPA/PATIO - BEARING PRESSURE 2500 PSF. MINIMUM. 7. POOL/SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY BARRIER TO BE " BABY" FENCE OR ALARM SYSTEM PER CODE. F'0C -W ZO 8. POOL/SPA 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 TOk 'FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 20174. 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 (WP13 ONLY) 11.THE POOLJSPA 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). HOUSE PANEL 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 200 WITH HOUSE AND LOT LINES PRIOR TO CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND POOL PANEL UTILITIES AT SITE. WATER EDGE SHALL BE 10' MIN. (HORIZONTAL) FROM OVER HEAD ELECTRIC LINES. LITES 1P20 2P20 PUMP O2P60 2/0 POOL AUTOMATIO ._ AIR BLOW ELECTRIC TO POOL PANEL HEATER 1" PVC CL2 1P15 GAS HEAT FPL 2#•4 1#�1 INMRD ELECTRICAL DIAGR,AM- 60 AMP POOL PANEL MANUEL MOTOR STARTER SWITCH W/ 294 & iq CU WITHIN +I {® HP PUMP.MOTOR W/BUILT-IN ill MIN. ELECTRICAL CONDUIT. OVERI;OAD SWITCH W/-296& 1#8 CU WITHIN 1" MIN. CONDUIT #8 SOLID CU GROUND WIRE TO EXISTING PANEL S.P.S.T. TOGGLE 14-•-(GFCI PROTECTED) TIMECLOCK WP DISCONNECT POOL LIGHTS-� L 12 VOLT TRANSFORMER (GFI NOT REQUIRED) JUNCTION BOX 1. ALL ELECTRICAL TO COMPLY WITH 20$ NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. 2. 3412 THHN CU WITHIN 1" MIN. CONDUIT FOR POOL LIGHT(S). 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/#8 SOLID BARE COPPER 4. PROVIDE W.P.G.F.I. OUTLET 10' MIN. - 20' MAX. FROM WATETS EDGE. S. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(13}201 ' . . 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 PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER WARRANTIES EYPRESSED OR IMPLIED ARE MADE. 16. ANGLE OF REPOT�RITERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE: (1) #3 RE -STEEL @ 0�/BW- (2) GUNTTE THICKNESS 6" MINIMUM. -POOL DATA & EQUIPMENT & CRITERIA: POOL DIMENSIONS I (y AREA PERIMETER 4 I $ DEPTH VARIATION 5 VOLUME �� GALLONS SPA DIMENSIONS RAISED W/ JACUZZI JETS G o LINES f r� POOL/SPA PU1,,fP �- ` u J FILTER PUMP HP �2 GPM c 35' TDH TURNOVER RATE 2 3 ` HRS LITES HEATER BTU FUEL HANDRAIL lOWSWIM-ew-IN DIAMOND BRITP/GEM COAT 5 N () PAD J COLOR SLIDE DIVING BOARD AUTO - VAC CLEANER INLINE CL2 u® I SHEER DESCENT WATERFALL I LIONS HEAD/ROSETTE ]coo MA, FRIAL 4J+�Ici� W/DOD A)CW QED °�- POOL BOND PATIO C6Y N/W, SCREEN ENCLOSURE FENCE 40YD R Pant RAVA +-PGtZrA 56 MAW l PB 2008 ALARMBARRIE 1DrNSTALL IN SKIMMER: AUTOMATION USING PROPER SIZED PLASTIC BUSHINGS, POOL BOND CAN BE INSTALLED • IN ONE OF THE THREADAD SKIMMER OUTLET PARTS. SEE "ASSEMBLY PROCEDURE` FOR PROPER LIGHTENING OF POOL BOND. 2QINSTALL IN A RETURN LINE: • POOL BOND CAN BE INSTALLED IN THE FILTRATION RETURN LINE ADJACENT TO INLET FITTING AVOID INSTALLATIONS THAT COULD TRAP AIR. • IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER SYSTEM VALVE BOX CAN BE USED FOR ACCESS. DO NOT INSTALL AS SHOWN TRAPPED AIR WILL PREVENT PROPER CONTACT WITH WATER . QINSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: p FILTER INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL. j�'m M • IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER SYSTEM VALVE BOX CAN BE USED., WIRE RECEPTOR TAB POOL BOND CASTING #8 SOLID COPPER \\ BONDING WIRE SPLIT BOLT 1" MALE PIPE THREAD EQUI-POTENTIAL BONDING GRID NEC 680.26 (C) 201."j: 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 CONNECTED TO POOL RE -STEEL IN 4-EQUALLY SPACED PLACES FROM #8 SOLID INSULATED TAILS AND CONNECTED W/APPROVED MECHANICAL FASTENERS i.e„ SPLIT BOLT, BRONZE PIPE CLAMP (W/BRONZE SCREWS). FOUI-POTENTIAL BONDING #8 SOLID GROUND WIRE SHALL BE POSITIONED 4" TO 6" INTO SUBGRADE MATERIAL ADJACENT TO POOL STRUCTURE. THIS 98 WIRE SHALL BE BONDED TO POOL STRUCTURE REBAR IN 4 EQUALLY SPACED POINTS. THIS #8 WIRE SHALL BE PLACED 18" TO 24" IN PROXIMITY TO POOL STRUCTURAL WALL. PAD. RECOMENDED 3" BELOW WATER LEVEL _ EL-SID ENGINEERING PIPE REDUCED TO I' #EB-0006831 AND RUN TO DECK BOX 139 ISLE VERDE WAY PALM BEACH GARDENDS FL 33418 LED LIGHT -� 2' SCH 40 PVC SLEEVE LED LIGHT DETAIL Sp 10_22 WALL FITTING- OR EQUAL INSTALLEDINSIDE PIPE WATER 4"-6" 18"-24" GRADEFORPAVER OR CONCRETE DECK Mrs N 219/2021 O `'ySc NOSF��;Q /�Xx No. 16668 fir° °*- ° i STATE OF � Z W AN �1si®NA.REVIENE® FOR 10a��� eJll1 CODE COMPLIANCE ST., LUCIE COUNTY socc DRAWN BY: DATE: SHEET 3 OF 3 JOB NO: aldtY (ohe sheet'far each drain Complianc, D I � of set of, dro'ns 010! system Job Name. Address;: THIS D b T TA —IS FOR Tij.E, POOL' SUCTION OUTLE'T(S) —AUXILIARY (Spa, Fell tu M(.-% C Are there dralns,­yes k-&-Aturn pipe sli Single uhh6kable TWO or. more Drain make & Model; Listed cover flow rate; _ �gpm SYSTEM FLOW RAT „Sys..M flow rate: to MOfiod of determInit: ig System -Maximum HOW from the PUMP curve 7 1)tR1 dyn.rn-(�' head calculation (Mach cr�Iculatlan she 471: Simplifledtot:' I dynamic ynamic head.(attach ylpf, ferny tlt + fitter.4. heater rps dtanr.Pl PUMP 5kLEqION Pump r"iAr ..W. I P 4, M (attach PUMP P erfbrm,�nce catin' calculated -.-a g flow EIS calcula, SUCTION PIPE SIZE Branch piping size inch @ 6 fps or lower Truck line size Z Inch @ 8-fps RETURN PIPE Pipe size Iticb'*@ 10 fps 11 Ko!,Vi. SP S. No. 16668 STATE OF Qj .0 Xx ORIDt- &/OMAL of an d Seal IM-SID ENGINEERING, INC. PROCESSIONAL CIVIL ENGINEERS ENGIN ERING'& CONSTRUCTION mGT. SIDNEY KOVNER, P.E. "No Job Too Small" (561) 386-4385 (561) 352-5096 (561)622-6820 Fax ' 139 Isle Verne Way elsideng@comcast.net Palm Beach Gardens, FL 33418 'b'TR L V `1 ) A M 1 C. k'fR.. D :C A LC u L X-0 'D W S MO 1.001 A n`) --Z5v` 11 `S pp i r ous, tu,t U 4 1 sa- 4.0 . 'O d C 0 zw Q Ln V � . 0 4 D Now ZU eor� c o o1,.j co w j.. Q — W m Q p: s ; Q �v r -. �D ul 1A u N 2 ® w o o f 7 T _ C' CD�;m OC ®I- 7� N r v a t c'r 0 n 0 Sep.11.2015 09:22 AM Pugh's Pools 5616448792 PAGE. 1/ 4 Fanqy* - eries „A. INSTALLATION AND OPERATION MANUAL ENGLISH i L� Q Z Z. :®. U 0.0 Jandy Pro Series PUMps : Model FHPM k` FOR YOUR SAFETY - This product must be installed and serviced by a contractor who is licensed and qualified in pool equipment by the Jurisdiction In which the product will be Installed where such state or local requirements exist. The maintainer must be'a prof isslonal with sufficient experience in•pool equipment Installation andmaintenance so that all of the instructions in this manual can be followed exactly. Before Installing this product, read and follow all warning notices and instructions that accompany this product. Failure to follow warning notices and instructions may result in property damage,"personal injury, or death. Improper installation and/or.operation will vold the warranty. Improper Installation and/or operation can create unwanted electrical hazard which can cause serious Injury, property damage; or death. ATTENTION INSTALLER - This manual contains Important information about the installation, operation and safe use of this product.. This Information should be given to the ownerloperator of this equipment. 12 zoninco t. 7.4 Physical and Operational Specifications . 7.4.1 Specifications Table 4. FHPM Pump Specifications 2301115 5.4/10.8 1'/z-2" 40.6 25 3/16" FHPM .76 0.75 FHPM 1.0 1.00 230/115. 1 7.1/14.2 2-2'/z" 41.2 25 3/1W FHPM 1.5 1.50 230/115 8.0/16 2-2Yz" I 42.6 25 YP FHPM 2.0 2.00 2301115 11.2122.4 2-2'A" 54.6 27 3/16' FHPM 2.5 2.50 230 11.6 21/r3" 48.6 _ 26 WT FHPM .1.0-2SPD 1.00 230 6.0/2.3 46.5 26 5/18" FHPM 1.5-2SPD 1.50 230 _ 7.2/3.0 Vr3" f 48.0 26 9/16" 27 11/16" FHPM 2.0-28PD 2.00 230 10.0/3.5 1 2%-3" 52.9 7.4.2 Dimensions Table 1 shows the height of the FHP pump in the four (4) mounting configurations listed below. Figure 3 on page 8 shows drawings of these four (4) configurations. NOTE See Table 4, column 7 for the value of 'A'. NOTE When installing the pump, leave a minimum of two feet (2 fl) of clearance above the pump for removal of the strainet basket. 1 624 ----. Bolt Holes. Center to Center Front Edge of Union, to Center of Soft 7.3 Performance Curves Jandy FloPro Series Pumps Max -Rated (FHPM) 120 110 • 100 so ao 70 a ao d u 60 0 40 30 20 10 0� 35 30 25 r 20 C Cr N 15 10 5 �0 0 10 20 30 40 50 80 70 00 80 100 110 120 I-V NO 15U.180 170 180 190 200 210 220 230 240 250 Flow Rate, Gallons Per Kinute (GPM) ■ ■