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HomeMy WebLinkAboutConstruction PlansWATER LINE BEW4 a 1 @(ITCH SvN-SHEI-F 6" I M.. OUNITE UNDISTURBED OR COMPACTED LV- �o o-.a �^— SOIL TO95%MODIFIED NITS 000PSI PROCTOR 4000 PSI #3 Q12" OC/BW FOR DEPI'HTO S' #3@6"OC(DW FORDEI''1'Ei>5' ANTI -ENTRAPMENT 3iJ MAIN DRAIN rPOOL SECTION NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED) TO SINGLE BIN �, TO DOUBLE BIN DHN BRICK DEN BRICK 4' CONCRM 4'CONCRETE V I I I v4"- CANTI-LEVER iviDISE CONCRETE @�P�CREFB OVER -POUR SB' OR BEFCER PLYWOOD SHEATING 2'X4"X 8' ®2' OC FINISHEDI � 21� .— OR105 REFS OR 1 #5 RESTEEI. CONfINU011S SHORING DETAIL N15 2500 PSI CONCRETE W/6'X6° # 10110 STEEL WIRE MESH OR FIBER MESH, (IIhlYD.) °J 41 lg3U MEL OR 1 05 R&STEEL COHI3N0005 FOOTERDETAIL FORSCREENENCLOSURE DBN BRICK PAVER WICONCRETESPRAYDECK FOOTERDETAIL FORSCREENENCLOSORE (NO EXCEPTIONS SWIMMING POOL PLAN SCALE: 1/8"=1'0" WATERLEVEL 7 I 9, 9„ 6" MIN. 9" 18" IS" 91, II 3'-9" 36" _. 18" #3 C3a 12" O.C. ANTI -ENTRAPMENT MD 6" MIN. GUNITE SPA X- SECTION DETAIL 4000 PSI 1"-1-1/2"-2" ` PVC PIPE A�� 0 �' 2020 I" -MIN FLEX PIPE PIPE 1"-MINIMUM COVER STEEL COVER F^ 6"-12" G PVC PIPING IN GUNITE WALLS FOR POOLS & SPAS SWMIING POOL PLAN FOR: orHERs) � No.16668 K PAVERS, i STATE OF lu PDRT 5T L\)C1E,F! &L^o, 3418 &-fj2p0 FOR: FAMII.y P©ck`6 — Xs hu- SHE SU I - REVIEWED F� (:ODE COMPLIANC SWIMDi HBNCH DSTAH. SWRd OVTBENCHDETAIL NTS Nrs DATE: SHEET 1 OF 3 JOB NO: Hvju �1LL NAuoNDLO OETAIC WIS VALVE — Q� FILTER W/ QJ PRESSURE GAUGE & AIR RELEASE VALVE 5 S WASTE RETAINED ON SITE 4� LLUMP TW/HAIB & �4 pC a OOV PIPE SCHEMATIC a g Gv~ SCALE NTS 203 WATER TOPUMP 6"MIN-12"MAX H CKNW400 FBC 2017 2017 SEC 6.5.3.2 & ANSLASMB A112A112.19.8M SKIMMER & VAC DETAIL SCALE NTS 32" CHANNEL DRAIN 32 CHANNEL DRAIN OPEN AREA= 38.79 IM 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 2.5" 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) O FOR 2" PLUMBING USING CENTER PORT ONLY = 184 GPM (FLOOR) & 176 GPM (WALL) 7sII RETURN So I• Lw buburzRS PIPING DIAGRAM SCALE NTS POOL SPA PIPE SIZE FLOW (fUsec) FLOW THRU CMP MD GRATES r �rO PIPE FLOW MAIN DRAIN L2 �'J \71 PIPE SIZE FLOW (ft/sec) 1 ,• �L �•5 �S SKIMMER 2 2n 3.3 RETURN TO POOL/SPA 2 2 (*o •5 <10 Yr ASSUMPTION: POOL FLOW 67%MD 33% SKIMMER SPA FLOW 100% MD / ,n POOL RETURN 22 FROM PUMP ! FROM TEE, 1-1/2" AT INLET 3-TREAD LADDER N.T.S. ANCHORS' F "P i `#8 GROUND N WIRE -HANDRAIL & STEPS (240-SQ. IN. MIN.) _ N.T.S. F g�� REVIEWED FOR DPEC ®E COMPLIANCE ? R L UCIE//++C,,��++OUNTY POOL EQUIPMENT SECURED W/1- 3/4" X 3/8" TAPCONS OREQUAL. POOL EQUIPMENT/ANCHOR DETAIL EL-SID ENGINEERING #EB-0006831 \\ \%III11////,/� 139 ISLE PALM B ACE R . Ey_ 9k.3 BX i No.16668 17 STATE OF .' V �iO�tC �CORIOP•' \�� //SS/QNAL DRAWN BY: - ' ' . • 1 SHEET 2 OF I .M, NOTES: ONE OF THE FOLLOWING POOL SAFETY FEATURE OPTIONS MUST BE PROVIDED SPECIFICATIONS: ' 1. THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIREMENTS. OF 454.2.17 OF THE FLORIDA BUILDING CODE, 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 EMT 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 TURNOVER Ia GPM Q MINIMUM FILTER AREAS ®CARTRIDGE ❑ SAND Fr2< ❑ DE FP'< FH,TERPUMP PEasAIR TMIARD l= 3W ELECTRIC RISER DIAGRAM HOUSE PANEL POOL PANEL '1. LITES 1P20 2P20 PUMP 0 2/O 2P60 POOL AUTOMATIO 2P20 I AIR CL, 1#8N 1#3QGRD ELECTRICAL DIAGRAM 60 AND POOL PANEL MANUEL MOTOR STARTER SWITCH W/24&1#8 CU WITHIN }16i0 �HP PUMP MOTOR W/BUILT-IN I" MIN. ELECTRICAL CONDUIT. OVERLOAD SWITCH W/- 2#4 & 148 CU WITHIN 1" MIN. CONDUIT #8 SOLID CU GROUND WIRE TO EXISTING PANEL S.P.S.T. VOLT TRANSFORMER -TIME CLOCK WP DISCONNECT 1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. 2.3412 THEN CU WITHIN 1" MIN. CONDUIT FOR POOL LIGHT(S). 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/48 SOLID BARE COPPER 4. PROVIDE W.P.G.F.L OUTLET 10' MIN. -20' MAX FROM WATERS EDGE. 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B}2014. -A%j@n POOL BOND® LISTED 4M Ql INSTALL 1NSKIMMER: ' Pe 2W8 • USING PROPER SIZED PLASTIC BUSHINGS, POOL BOND CAN BE INSTALLED IN ONE OF THE THBEADAD SKIMMER OUTLET PARTS. SEE 'ASSEMBLY PROCEDURE' FOR PROPER LIGHTENING OF POOL BOND. 2DINSTALL IN A RETURN LINE: POOL BOND CAN BE INSTALLED IN THE FILTRATION RETURN LINE ADJACENT TO INL AVOID INSTALLATIONS THAT COULD TRAP AIR. 1. THESE ENGINEERING PLANS COMPLY WITH 61h EDITION FBC 2017. SEC R 4501/ SEC 454.1/ RIO1.2.1 PRIVATE SWIMMING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSI(NSP14-92 & NSPI -5. ANSUAPSP -15,7. ANSI/NSPI -3. ANSI/ASPCHCC-4,5,6. 2. GUNITE TO ATTAIN 4000 PSI Q 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 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 & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680 / 2014. 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. 8. POOL/SPA HEATER INSTALLATION ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE y �_ CONTROL TO LIMIT WATER TEMPERATURE TO <104°F. FBC. SEC. 454.2.14.4. 9. ALL GAS PIPING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. 9680 / 2014. 10. AFTER COMPLETION, THE POOLISPA MUST NEVERBE 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) I 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 1 P, 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 UP 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 INA 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. 16, ANGLE OF REPOSE CRITERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE: _ (1) #3 RE -STEEL Q 6" OCB W- (2) GUNITE THICKNESS 6" MINIMUM. POOL fDAlT`A & EQUIPMENT & CRITERIA: POOL DIMENSIONS 1 IY O I + 61 * I� AREA 204 PERIMETER 1021 DEPTH VARIATION (o t VOLUME 1�f I WoQ GALLONS SPA DIMENSIONS M-71 RAISED it" W/ L JACUZZI JETS LITES I - Sped , POOL/SPA PUMP P-TWULIFLO V- FILTER L CC 100 PUMP HP IQO GPM e~•75"10(4 TURNOVER RATE 3-' HAS LITES 2-pmu HEATER BTU FUEL;-"; �- HANDRAIL 0MVER/SWIM-0190'-IN (SE�IL I"I DIAMOND BRITE/GEM COAT 4 posw RGc4REc m Mi An OwN OYSTER COLOR SLIDE DIVING BOARD _ AUTO - VAC CLEANER INLINE CL2 _ SHEER DESCENT WATER FALL LIONS BEAD/ROSHTTE-� gUB13LE�RS - , PATIO ICJ1] I#1 MATERIAL CblJCRETP_ WOOD SNCME® SCREEN ENCLOSURE FENCE ALARM/BARRIER e00L. a tPA MAW I FGR.M -S9 AUTOMATION • 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 [� 'f Q3INSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: - PUMP FILTER MAY 6 `OZ0 - • INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL. • IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, ASPRINKLER CONCRETE ' SYSTEM VALVE BOX CAN BE USED. PAD .... WIRERECEPTORTAB POOL BOND CASTING #8 SOLID COPPER BONDING WIRE - SPLITBOLT_____� 1" MALE PIPE THREAD EOUI-POTENTIAL BONDING GRID NEC 680.26 (C) 2014. ALTERNATIVE METHODPER 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). EOUI-POTENTIAL BONDING 48 SOLID GROUND WIRE SHALL BE POSITIONED 4" TO 6" INTO SUBGRADE MATERIAL ADJACENT TO POOL STRUCTURE. THIS 48 WIRE SHALL BE BONDED TO POOL STRUCTURE REBAR IN 4 EQUALLY SPACED POINTS. THIS #8 WIRE SHALL BE PLACED I S" TO ZV IN PROXIMITY TO POOL STRUCTURAL WALL. RECOMENDED 3" BELOW WATER LEVEL LED LIGHT - LED LIGHT DETAIL NEYIIKOVN cj`O ` No.16668 •, STATE OF tV ` REVIEWED FOR //SSi0�A;1�?���� WATERL VEL 4"-6" CODE COMPLIANCE IS"-24" ST. LUCIE COUNTY ROCC GRADEFORPAVER ' OR CONCRETE DECK DRAWN BY: SHEET 2 OF 3 NTS DATE: JOB NO: PD EL-SID ENGINEERING IPE RUUN TO RN T01' TO DECKBOX 139 ISLE VE � 139ISLE VERDE WAY PALM BEACH GARDENDS, FL 33418 SP 1M2 WALL FITTING. OR EQUAL INSTALLED INSIDE PIPE