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HomeMy WebLinkAboutSwimming Pool Plan31' WAIERTINE SCALE: 1/8"=1'0" 6' MIN. GUNUE t U y u aPOWEU FUh UNDISMIRBM OF, CO)dPA= SOn.TO%%MODUlED "MN.GUNM CODE COMPLIANCk PROCTOR 4000 PSI *3 @12- OCI BW FOR DEPTHTrO 5. 03 @ 6- OC(BW!FbRDHPTR: 5, ANT-ENTRAPMENTST.. MAIN DRAW CIE CO 0 POOL SECTION w NOTE COPLNG ED(M MAY VARY FROM SQUARE (BUFFED OR TUMBLED) To SINGLE BIN TO BOUBIE WN DBN BRICK DBN BRICK 4-CONCRETE Z 4'CONC 4"CONCRETE TII� AN 18 20 Tffj' -gII4'_ TILE TEE 3/8' -BRUE MARBLE N _B PAVER BRICK PAVER BRICK CONCRETE ON CONCRETE OR MARBLE ONSA DECK OVER -POUR WALL SECTIONS SIDNE VNER, P.E #16668 z 6MBUNG POOL PLAN FOR: KOV4,F . ORBEITERPLYWOODSHEATING �—SUVE SCREENIRRMO ENCKNEERING (BY OTHERS) 2'X4'X 9. @ x cc t BRICK PAVERS L I No. 16668 FINISHED MLADI� M[Jfftivc1t 0, 3-93 112" OR 195 -S CONTINUOUS STATE OF SH0PJNG DETAIL !Z- Fe'TERDETAIL FORSPIEENENCLOSURE S/c 2500 PSI CONCRETE Wl6'W # 10M MM WIRE MESH OR FIBER MESA (Ilb/YD) -- L00 4' 343 RE-SIMEM —�> 11 ORIORE-STEEL �48# C.arirrr m FOOTERDEMIL FOR SCREEN ENCLOSURE Ul4LW;i7uiwlw NUIL- (NO EXCEMONS 439 ISLE VERDE WAY ,PALM BEACH GARDENDS, FL 33418 FOR: Wo4� pools SWIMIN BENCH DETAII; SWIM OUTBENCH DETAM NTS NTS :DRAWN BY SHEET 10F 3 DATE: JOB NO: 3-24" SHEAR DESCENT W./F VALVE FILTER W/ PRPSSURE GA UGI & AIR RELEASE VALVE PIPE SCHEMATIC SCALE NTS WATERLEVEL 1 6' MIN-12" MAX VAC LOCI AW400 FSC 2017 SEC 459.1.65.3.2 & ANSI/ASM& Al12.19.8M & VAC DET 32" CHANNEL DRAIN RETAINED ON SITE LINT STRAINER 293 r- TO PUMP 24' I 2 — T — 12" RAISED BEAM W/3-24" SHEAR DESCENT WATER FALLS i,jvjj:weU FOR 'ODE COMPLIANCE- qTG Luem COUNTY C PIPING DIAGRAM SCALE NTS POOL • FLOW THRU CMP MD GRATES PIPE FLOW MAIN DRAIN PIPE SIZE FLOW (ft/sec) SKIMMER 2" �.% �, ci RETURNTO POOUSPA ASSUMPTION: POOLFLOW 67% MD 33% SKIMMER SPA FLOW 100% MD POOL RMTURN 2' FROM PUMP T FROM TEE, 1-1/2" AT INLET 32 CHANNEL DRAIN OPEN AREA= 3&79 INS FLOW RATE VERIFIED MAY 2011 TO CPSC TEST PROTOCOL IAPMO LISTED FLOW RATES O FOR 2.3" 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) O FOR 2" PLUMBING USING CENTER PORT ONLY = 184 GPM (FLOOR) & 176 GFM (WALL) DRAWN BY: MAIN DRAIN DETAIL DATE: 1►�1 DECK ANCHOR,c 011404 ,1r Wi0 I L T i E HANDRAIL & STEPS (240-SQ. IN. MIN.) N.T.S. DECK ANCHORS ROUND COL EQUIPMENT SECURED W11- 3/4" X 3/8" TAPCONS OR EQUAL. POOL EQUIPMENT/ANCHOR DETAIL SCALE NTS N�, �RD STATE OF W �111 I I� SHEET 2 OF JOB NO: NOTES: ;° , iiNE OF THE FOLLOWING POOL SAFETY FEATURE OPTIONS MUST BE PROVIDED 1. THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIRFMEMs 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 EXIT ALARM THAT HAS A MI IIMUM 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 PLACID NO LOWER THAN 54 INCHES ABOVE THE FLOOR *APSP-15 AIININ IIA1 FLOW FOR 6 HOUR TURN OVER GPM @ BPh AM'BRMf FILTER AREAS ® CARTRIDGE 10D rp< 20b ❑ DE FP< FELTERPUMP .TIONS: 1. THESE ENGINEERING PLANS COMPLY WITH 6th EDITION FBC 209D. SEC R 4501/ SEC 454.1/ R101.2.1 PRIVATE SWIMMING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSIINSPI-4-92 & NSPI -5. ANSI/APSP -15,7. ANSI/NSPI -3. ANS11ASPGICC-4,5,6. 2. GUNTTE TO ATTAIN 4000 PSI @ 28 DAYS.: 3. R&STEEL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACI STANDARDS. 4. PIPING & PLUMBING TO BE SCH. 40 & 80sPVC 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 A k PRESSURE) SEC. 454.2.12.1. 5. ALL RE -STEEL, I =, LADDERS & HANDRAILS BONDED W 148 GROUND.WIRE TO NEC. # 680 / 2014. 6. SOIL STATEMENT: SWDA ING POOL/SPAUPATIO - 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. POOLISPA 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 FBC. FUEL GAS SEC: 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 2014. 10. AFTER COMPLETION, THE POOUSPA 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 (WPB ONLY) 1 LTHE POOUSPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMINATE STRAIN ON PIPING. ELECTRIC RISER DIAGRAM 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 200 REQUIRED SETBACK AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DIMENSIONS IN FIELD POOL PANEL 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. LTTES 1P20 2p2p pIJMp 14. THIS ENGINEERING PLAN REMAINS THIS SOLE PROPERTY OF EL-SID ENGINEERING AND IS n NON-TRANSFERRABLE TO ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER. {v, 2P60 POOL AUTOMATION 0 AIRBLOWER15. WARRANTY: THIS ENGINEER WARRANTS THE SERVICES PERFORMED BY EL-SID ENGINEERING ARE ro POM PANEL EL ECTRlAC CONDUCTED IN A MANNER CONSISTENT' WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY HEATER T1" PVC CI.p 1P15 GAS HE/TER MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER FPL 2#6 WARRANTIES EXPRESSED OR IMPLIED ARE MADE. 198N 16. ANGLE OF REPOSE CRITERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE: 1RD (1) #3 RE -STEEL @ 6" OC/BW- (2) GUNITE THICKNESS 6" MINIMUM. ELECTRICAL DIAGRAM 60 AMP POOL PANEL MANUEL MOTOR STARTER SWITCH W/ 2% &.tg CU WITHIN +1 &-{O HP PUMP MOTOR W/ BUILT-IN 1' MIN ELECTRICAL CONDUIT. OVERLOAD SWITCH W/- 2#b& 1#$ CU WnIIIN 1" MIN. CONDUIT :8 SOLID CU GROUND WIRE TO EXISTING PANEL GFCIPROTECTID) TIME CLOCK. WP DISCONNECT S.P.S.T. TOGGLE SWITCH POOL LIG 12 VOLT TRANSFORMER (GFINOTREQuIRED) / SUNCTION BOX L ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. L 3 412 THEN CU WITIRN V MIN. CONDUIT FORPOOL LIOHT(S). 3. GROUND ALL BOXES, LIGHTS, MOTORS. ETC. W/#8 SOLID BARE COPPER- 4. PROVIDE W.P.GF.L OUTLET IT MIN. - 20' MAX FROM WATERS EDGE. 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B).2014. POOL DATA & EQUIPMENT & CRITERIA:qt p POOL DIMENSIONS AREA ln PER1^IMETER DEPTH VARIATION S-J- VOLUME I V� GALLONS SPADIMENSIONS RAISED W7 JACUZZI JETS tLITES POOL/SPA PUMP iT�jI-`up{ o Lk FILTER CC 200 PUMP �- HP ii GPM,TURNOVERRATE H S LTI'ES- POOL HEATER ' - BTU FUEL HANDRAIL l� L+i/SwIM--IN-�EiUC� DIAMOND BRTIF/GEIv1CFIAT COLOR SLIDE DING BOARD AUTO - VAC CLEANER INLINE CL2 r-12� 10 � SHEER DESCENT WATER FALL 3 Z�N LIONSHEAD/RQSETM 2--V ��- L� PATIO N 13 W 7 MATERJAI '� 1 �� � � G DFSV Gh� W/DOD U' �'L' 0 FnQ SCREENENCLOSURE FENCE _ PB2008 ALARMS"D.P�TFR pool� t`m 6 pcfzf .� S� • ©NSTALL IN AG PROPER SIZED PLASTIC BUSHINGS, POOL BOND CAN BE INSTALLED AUTOMATION �- IN ONE OF THE THREADAD SK MMEEL OUTLET PARTS. SEE •ASSEMBLY PROCEDURE* FOR PROPER LIGHTENING OF POOL BOND. ®INSTALL 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 HE USED FOR ACCESS. DO NOT INSTALL AS SHOWN TRAPPED AIR WILL PREVENT PROPER CONTACT WITH WATER ©INSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: • INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3"BELOW WATER LEVEL. PUMP FILTER n n • IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINI[LER SYSTEM VALVE BOX CAN BE USED, WIRERECEPTORTAB POOL BOND CASTING 98 SOLID COPPER BONDING WIRE SPLIT BOLT 1" MALE PIPE THREAD EOUI POTENTIAL BONDING GRID NEC 680.26 (C) 2014. ALTERNATIVE METHOD PER FL_ SENATE BILL SR 2836 EXECUTIVE ORDER 2007-197 SIGNED JUNE 19,200 FBC 101.2.1 SINGLE 98 AWG BARE SOLID COPPER WIRE AROUND ENTIRE PERDM7ER OF POOL AND CONNECTED TO POOL RE-S'i'EEI, IN 4-EQUALLY SPACED PLACES FROM 48 SOLID INSULATED TARS AND CONNECTED W/APPROVED MECHANICAL FASTENERS Le., SPLIT BOLT, BRONZE PIPE CLAMP (W/BRONZE SCREWS). EQUI-POTENTIAL BONDING #8 SOLID GROUND WM SHALL BE POSITIONED V 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 STRUCTURAL WALL. LID LIGHT `- LED LIGHT DETAIL. PAD. RECOMENDED 3" BELOW WATER LEVEL j ///---PIPE REDUCED TO I ° I / AND RUN TO DECK BOX I/ 2° SCH 40 PVC SLEEVE SP 10-22 WALL FTTTlNG- OR EQUAL INSTALLED INSIDE PIPE in ♦ 18"-24" FORPAVER CRETE DECK NTS WATER EVIEWED FOR CODE COMPLIANCE -T. LUCI F CDIJIVTY I EL-SQ ENGINEERING #EB-0006831 139 ISLE VERDE WAY PALM BEACH GARDENDS, FL 33418 No. 16668 i STATE OF & i 0 /x,�ZORID WO DRAWNBY: : J SHEET; OF 3 DATE: JOB NO: