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23 CORAL ST POOL19-0007 DWGS 02JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD CALCULATIONS AND EQUIPMENT SPECIFICATIONS AND DOCUMENTATION ARE TO BE PROVIDED BY THE POOL CONTRACTOR FOR EACH PROJECT. THE POOL CONTRACTOR MUST USE THE MAXIMUM FLOW CAPACITY OF THE SELECTED PUMP AND PROVIDE HYDRAULIC CALCULATIONS FOR TDP TO DETERMINE PROPEF! PUMP AND PIPING SIZING. THE MANUFACTURER'S EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION FOR PUMPS, FILTERS, HEATER EQUIPMENT AND t-liIN DRAINS AND COVERS ARE TO BE SUBMITTED FOR REVIEW AND DOCUMENTATION FOR SIZING THE CIRCULATION SYSTEM. KGUIKLULA 1 IUN GHLORINATC POOL FILTER THE MAIN DRAIN PIPE INVERT NEEDS TO BE I5 TIMES THE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN BOX. IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN BOX HORIZONTALLY, THE COVER FROM THE TOP OF THE GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO BE 15 TIMES THE DIA. OF THE MAIN DRAIN PIPE. 2—p3 BAR5 — 1-1/2 TIMES THE DIA. I-1/2 TIMES THE DIA. CONT. IN _ B' X8" BOND BEAM MAIN MAIN r�oniu DRAIN RETURN LINE I 1r -(OPTION WALL RETURNS) ------------------11 �i II Ii II f RETURN INLET X_ �I (OPTION WALL RETURNS) RETURN INLET �RETURN INLET AIN ��iIyGTION UNDERWATER LIGHT (OPTION WALL RE NS) Zi ---- i-�� MAIN DRAINS MEET THE VIRGINIA GRAEME mil in BAKER POOL AND SPA SAFETY ACT. WI -ION III II Vjl III LL- —m F_ jl yJry�r=== __________ _=====JL 11 I _ I l i Iil 1j 1 FLOOR RETURN III 1 3 REQ'D. 1I ISI II I RETURN i ii L`__________________ani==----________=====JJ III �L -RETURN INLET I SKIMMER FRET RN INLET (OPTI N WALL RETURNS) ) I I I 1 — I I IpI II 51 _IMMER ------ RETURN LINE (OPTION WALL RETURNS) TY I CAL SHIMMING FOOL WATER LINE DECK OVER I �„ I POUR OR �— Br /R CONT. 6" OF WATERICK BOND LINE TILES LOW PROFILE JUNCTION 1._6..VARIES BOX 4.0' SWIM MIN CUT 6"X6'. a3 BAR5 GRADE 40,12" O.G. CERAMIC TILE VERTICAL AND HORIZONTAL (TYPJ 3.. ry WATER LINE O Cdm 1/2" QUARTZ UL APPROVED FINISH UNDERWATER LIGHT _pQvl `�F �— N3 BARS 12" ON CENTER _ -�' EACH WAY (GRADE 40) POOL 5HELL 3000 P51 FUMP MIX CONCRETE o " PNEUMATICALLY APPLIED. g -*o o°000 6"-'7" IN VERTICAL WALLS (TYP)o °o'OMAIN DRAIN W/ RELIEF PLUG OR 2" 6'-8" IN COVE5 AND FLOORS (TYP) 000°o; o ��$°No oo=" o HYDR05TATIC RELIEF VALVE, IF REQ'D. 2500 MIN. GUNITE MAY BE 5UB51TIUTED °yn° a 5o°o FOR 3000 PSI CONCRETE DEEP END FLOOR AND ROGKBED WALL REINFORCEME14T TO SLOPE BREAK - M3 BAR ® 12" ON %ENTER, EACH WAY < 8.0' DEEP 03 BAR 0 6" ON %E14TER, EACH WAY > 8.0' DEEP AND OVER. SV41MMING FOOL SECTION JI J 151 5.1 1 1� ALTERNATE BEAM FINISH DETAIL PAVER DECKING OR 4" THICK CONCRETE DECK W/ FIBER MIX 2500 P51 OR WIRE MESH COMPACTED SOIL UNDER CONCRETE DECK NOT VALID WITHOUT EMBOSSED SEAL. jr r° PARKER MYNCWENBERG, P.E: #32645 GENERAL NOTES: 1. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA, COUNTY AND CITY BUILDING CODES. 2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED BY LOCAL INSPECTOR. 3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN (12) TWELVE HOURS OR LESS. 4. POOL CONSTRUCTION TO BE THE SAME P-EGARDLE55 OF SIZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT. TO 4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS) AND/ OR EXTRA WALL THICKNESS (8" TO 10") S. ALL PVC PIPE WILL BE 50WEDULE 40. 6. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED TO POOL STEEL AND GROUND WIRE. 1. POOL ALARMS DO NOT NEED TO BE HARDWIRED S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING. 9. TERMITE CONTROL WILL BE APPLIED UNDER ALL POOL DECKS. 10. ALL PUMPS AND FILTERS WILL BE ANCHORED TO A CONCRETE PAD WITH TAP CON ANCHORS. II. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH A.N.S.IJA.SYI.E. A112.19, 8M, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB APPLIANCES" 12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 201-1 FLORIDA BUILDING CODE GTP EDITION. 13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF THE 201-1 FLORIDA BUILDING CODE 6TH EDITION. 14, POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC CODE. SEE 68026 (15)(2)(b) FOR PERIMETER BONDING U51NG AT LEAST ONE() 08 AWG BARE SOLID COPPER CONDUCTOR. 15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH OF 8'-0" x3 REBAR 12" O.CB.W. OVER 8'-0"; SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT A PART OF THI5 DRAWING SPECIFICATIONS. WALL THICKNESS SHALL PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN WILL BE REQUIRED. 16. RESIDENTIAL POOLS SHALL COMPLY WITH THE AN51/AP5P/IGC-5 2011 FOR RESIDENTIAL INGROUND POOLS, AN51/AP5P/IGC-3 2014 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS, AND AN51/AP5P/ICC-i 2013 FOR SUCTION ENTRAPMENT AVOIDANCE STANDARDS. AND ANSI/APSP/I00-I5A 2013 STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY I'T. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION FITTING 15 MISSING, BROKEN, OR LOOSE. 18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC CLEANING SYSTEM, 15 A VACUUM GLEANER SYSTEM WHICH HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER, OR OTHER APPROVED MEANS. FAi2KEfi2 MYNCNENBEzG 4 A550C. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111 (386) 611-6891 FAX (386) 611-2114 TYF I CAL RE51 DENTAL SW/FOOL DESIGN FOR SURFSIDE FOOLS 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (904) 246-2666 STATE LICENSE CPG044080 THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/19. IF THE FLORIDA BUILDING CODE IS ALTERED OR MODIFIED BEFORE THAT DATE, TWI5 DRAWING MAY BE RENDERED VOID. SHEET 1 OF 5 JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD CALCULATIONS AND EQUIPMENT SPECIFICATIONS THE MAIN DRAIN PIPE INVERT NEEDS TO BE 15 TIMES AND DOCUMENTATION ARE TO BE PROVIDED BY THE THE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE POOL CONTRACTOR FOR EACH PROJECT. THE POOL MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL CONTRACTOR MUST USE THE MAXIMUM FLOW CAPACITY TO THE MAIN DRAIN BOX. IF THE MAIN DRAIN PIPE COMES INTO THE OF THE SELECTED PUMP AND PROVIDE NYDRAUL_IG MAIN DRAIN BOX HORIZONTALLY, THE COVER CALCULATIONS FOR TDP TO DETERMINE PROPEF'. FROM THE TOP OF THE GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO BE 15 PUMP AND PIPING SIZING. THE MANUFACTURER'S TIMES THE DIA, OF THE MAIN DRAIN PIPE. EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION 2-03 BAR5- 1-1/2 TIMES TWE DIA. CONT. IN FOR PUMPS, FILTERS, HEATER EQUIPMENT AND MAIN 1-1/2 TIMES THE DIA. 8"X8" BOND DRAINS AND COVERS ARE TO BE SUBMITTED FOR — BEAM REVIEW AND DOCUMENTATION FOR SIZING THE CIRCULATION SYSTEM. MAIN MAIN DRAIN DRAIN RETURN LINE ====___________ ---------------------------- -- i i1 ,r (OPTION WALL RETURNS) -------------------- i1 11 1 RECIRCULATION PUMP 11 Ir-------------- II RETURN INLET 11 �I (OPTION WALL RETURNS)RETURN INLET ?ij RETURN INLET/ II UNDERWATER LIGHT (OPTION WALL RE NS) JII MAIN DRAIN ICTION ZIP CHLORINATOR----------�� MAIN DRAINS MEET THE VIRGINIA GRAEME wi1 L_ ----==-=-i1 iBAKER POOL AND SPA SAFETY ACT. FII SKIMMER SUCTION i i if - II -i O(i1 POOL jl� jl jp lv LI G= --,r-- ----------------- _____ -�—====1L �l FILTER 11 LL= I__JI II y1 111 it 1I W V Q 11 i 1 i ISI 11 FLOOR RETURN > 11 3 REOV. 11 jl� 11 1 RETURN 111 �1- -RETURN INI r -T II - 1 I I I I I 1 1 I I I 1 i 51'QMME LOW PROFILE JUNCTION 4.0' SWIM BOX r MIN. OUT SKIMMER —RET RN INLET (OPTI N WALL RETURNS) 1 RETURN LINE (OPTION WALL RETURNS) TYPICAL SWIMMING FOOL VARIES 03 BAR5 GRADE 40,12" O.C. CERAMIC TILE VERTICAL AND HORIZONTAL (TYP) 4" WATER LINE DECK OVER POUR OR BRICK COPING AR CONT. 6" OF WATER/ \IN 5"BTHICK BOND LINE TILES 111 BEAM ALTERNATE BEAM FINISH DETAIL PAVER DECKING OR 4" THICK CONCRETE DECK W/ FIBER MIX 2500 PSI OR WIRE MESH GENERAL NOTES: 1. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA, COUNTY AND CITY BUILDING CODES. 2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED BY LOCAL INSPECTOR. 3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN (12) TWELVE HOURS OR LESS. 4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS OF SIZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT. TO 4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS) AND/ OR EXTRA WALL THICKNESS (8" TO 10") S. ALL PVC PIPE WILL BE SCHEDULE 40. G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED TO POOL STEEL AND GROUND WIRE. 1, POOL ALARMS DO NOT NEED TO BE HARDWIRED B. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING. 9. TERMITE CONTROL WILL BE APPLIED UNDER ALL POOL DECKS. 10. ALL PUMPS AND FILTERS WILL BE ANCHORED TO A CONCRETE PAD WITH TAP CON ANCHORS, 11. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH A.N.5.IJA5J1.E. A112.19, 8M, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB APPLIANCES" 12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2011 FLORIDA BUILDING CODE GTP EDITION. 13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF THE 201-7 FLORIDA BUILDING CODE GTP EDITION. 14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC CODE. SEE 68026 (5)(2)(b) FOR PERIMETER BONDING U51NG AT LEAST ONE() #8 AWG BARE SOLID COPPER CONDUCTOR. 15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH OF 8'-0" 03 REBAR 12" O.CB.W. OVER 8'-O"; SPECIAL ENGINEERING IS REQUIRED AND IS NOT A PART OF TP15 DRAWING SPECIFICATIONS. WALL THICKNESS SHALL PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN WILL BE REQUIRED. 16. RESIDENTIAL POOLS SHALL COMPLY WITH THE AN51/AP5P/ICC-5 2011 FOR RE51DENTIAL INGROUND POOLS, AN51/AP5P/ICC-3 2014 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS, AND AN51/AP5P/IGC-1 2013 FOR SUCTION ENTRAPMENT AVOIDANCE STANDARDS. AND ANSI/APSP/IGC-15A 2013 STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY Il. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION FITTING 15 MISSING, BROKEN, OR LOOSE. 18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC CLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WHICH HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS WHICH CAN BE 150LATED BY VALVES, THEN EACH SUCTION INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER, OR OTHER APPROVED MEANS. UL APPROVED UNDERWATER LIGHT p I 3. ry WATER LINE O cl 1/2" QUARTZ m Q`II FINISH __— .-- \�P --- _ �— 03 BARS 12" ON CENTER COMPACTED SOIL UNDER CONCRETE DECK NOT VALID WITHOUT PARKER MYNCWENBERG 4 ASSOC. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1129 RIDOEWOOD AVENUE HOLLY HILL FLORIDA 32111 (386) 611-6891 FAX (386) 611-2114 EACH WAY (GRADE 40) EMBOSSED SEAL. TYPICAL POOL 5WELL 3000 P51 PUMP MIX CONCRETE PNEUMATICALLY APPLIED, moo.o pOeo° ,�` / RES I DENTAL SW/i�00L 6"-7" IN VERTICAL WALLS (TYP) V-8" IN COVES AND FLOORS (TYP) 2500 MIN. GUNITE MAY °o°tp^o MAIN DRAIN W/ RELIEF PLUG OR 2" r- 9.01V1 °° o HYDROSTATIC RELIEF VALVE, IF REQ'D. '_ .`, f l .�: ' ' DESIGN POR BE 5UB51TIUTED � °.'v°o°o ROGKBED SURFSIDE i�00L5 FOR 3000 PSI CONCRETE DEEP END FLOOR AND WALL REINFORCEMENT 313 BEACH BOULEVARD To SLOPE BREAK- 03 "` =, JACKSONVILLE BEACH, FL. 32250 BAR ® 12" ON CENTER, EACH WAY < 8.0' DEEP ; (904) 246-2666 03 BAR ® 6" ON CEIJTER, EACH WAY > 8.0' DEEP AND OVER. ? .�. STATE LICENSE GP0044080 SWIMMING POOL SECTION i i=; THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/19. IF THE FLORIDA BUILDING CODE I 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING - MAY BE RENDERED VOID. PARKER MYNCHENBERG, PE ` #32645 SHEET I OF 5 KCGIKr-ULA 1 PUN CHLORINATC POOL FILTER THERAPY JET RETURN LINE II 11 II Ij MAIN DRAINS MEET THE VIRGINIA GRAEME I BAKER POOL AND 5PA SAFETY ACT. j (SECOND MAIN DRAIN MAY BE ON SIDE WALL) II Hill II _ MAIN DRAIN (SUCTION) I Ir � II II UNDERWATER LIGHT II II II II I RETURN LINE i __________________ ____-1 3/4" BULLNOSE IL______________��____________JI TILE OPTIONAL L------------------------------- __-1 ON EDGE OF STEP. TYPICAL SPA POOL I - 2 MAIN DRAINS ON FLOOR POOL SHELL 3000 PSI CONCRETE PNEUMATICALLY APPLIED. 6" IN VERTICAL WALLS (TYP) 6" IN COVES AND FLOORS (TYP) 2500 MIN. GUNITE MAY BE SUBSITIUTED FOR 3000 P51 CONCRETE 1/2" QUARTZ FINISH UL APPROVED UNDERWATER LIGHT PAVER DECKING OR 4" THICK CONCRETE DECK W/ FIBERMIX 3000 PSI WATER 1 LINE 6"X6" CERAMIC TILE LOW PROFILE JUNCTION BOX 4.0' a ly MIN. I UNDER CONIL CETEL O MAIN DRAIN EXTRA 03 BARS -SUCTION LINE L CONTINUOUS -------------- ------------------------------- ---- I - x'60 / O'opp -03 BARS 12" O.G. pOo°Op VERTICAL AND / Olio oopp HORIZONTAL (TYP) (GRADE 40) MAIN DRAIN W/ RELIEF oopp p o PLUG OR 2" p°pQ 00000.00 HYDROSTATIC RELIEF 0-o0 VALVE, IF REQ'D. o"„poo-o"o� °�CO �op°p 5ECTI ON OFFICE CO�i1 Y THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1:5 TIMES THE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN BOX. IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN BOX HORIZONTALLY, THE COVER FROM THE TOP OF THE GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO BE IS TIMES THE DIA. OF THE MAIN DRAIN PIPE. 1-1/2 TIMES THE DIA. 1-1/2 TIMES THE DIA. MAIN MAIN DRAIN ']—� DRAIN GAP TILE/ BRICK/ OR CANTILEVER WITH WATERLINE TILE 2-w3 REBAR CONTINUOUS STEEL REINFORCED CONCRETE — 6" DECK AND TILE DETAIL NOT VALID EMBOSSED AGRLYIG FINISH PARKER MYNCNENBERG 4 A5500. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1129 RIDGEWOOD AVENUE HOLLY MILL FLORIDA 32117 (386) 617-6891 FAX (386) G11-2114 . TYPICAL RES I DENTAL SW/POOL DESIGN FOR SURFSIDE POOLS 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (904) 246-2666 STATE LICENSE CP0044080 s ' r PARKER MYNCHENBERG, P.E. 032645 TI -115 SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/19. IF THE FLORIDA BUILDING CODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, THI5 DRAWING MAY BE RENDERED VOID. SHEET 2 OF 5 POOL BONDING NOTES: I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID COPPER CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSDE WALLS OF THE POOL AND WHICH 15 SECURED WITHIN OR UNDER THE PERIMETER SURFACE 4" TO G" BELOW SUBGRADE. THE PERIMETER BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS PER NEC 250.8. BONDING CABLES UNDER SLAB SHALT_ BE PLACED AT THE BOTTOM OF EXCAVATION S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A 08 AWG BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING AT 4 POINTS SHALL NOT BE REQUIRED. q. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY NEC 680.26 (VERIFY LOCATIONS) USING #8 AWG BARE SOLID COPPER WIRE. no 3. WHEN REBAR IS UTILIZED FOR THE CONSTRUCTION OF I LANTER5 AND FOOTERS ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SHALL BE BONDED USING II. #8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. 4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALT_ FIELD ROUTE TO DETERMINE 12 EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL WHILE MAINTAINING SMOOTH RADIAL CURVES - NO q0° RADIUS SHALL BE PERMITTED. 5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS. G. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPI'=R CLAD STEEL, 8' LONG AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE USED SHALL BE BONDED USING #8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. 1. SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS, POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS, AND ZERO -LOT LINES. IN THESE CASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FRAM THE AUTHORITY HAVING JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR 5HIALL BE RESPONSIBLE FOR COORDINATION OF THE BONDING WITH THE AHJ IN THE DETERMINATION OF IT�rYPICAL APPLICATION OF THE NEC. BOND JUMPER \ NOTE q I TYPICAL LADDER, HANDRAIL, DIVING BOARD, ETC PUMP MOTOR METAL CONDUITS OR PIPING 5YSTE POOL REINFORCING STEEL iii o iii HEATER CASE TYPICAL POOL BONDING SC COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL HANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN THE POOL AND SPA AND AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT. HORIZONTALLY OF THE INSIDE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVI THE MAXIMUM WATER LEVEL OF THE POOL U51NO #8 AWG BARE COPPER WIRE. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS. NOTE I NOTES 2 AND 3 NOTE 3 I V BOND JUMPER NOTE 8 TYPICAL BOND JUMPER NOTE 10 TYPICAL A SWIMMING POOL LT FIXTURE NOTE II ® TYPICAL l'RANSFORMER TYPICAL POOL BONDING PLAN NOT TO SCALE JUNCTION BOX (IF USED) BONDING LEGEND POOL LIGHT NICHE CONTROL PANEL(5) TIC NOT TO SCALE SCHEMATIC NOTES: I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES, METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT, AND METAL WIREWAY5/CONDUIT5 SHALL BE IN ACCORD. ,NCE WITH NEC 680.26. OR, AS ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ). NOTES I, 4, 5 AND 8 • BOND CONNECTION, PER NEC 250.8 o PARALLEL TAP CONNECTION, PER NEC 250.8 UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIMUM) NOTE I 'OR MINIMUM 5/8" DIAMETER \ FROM POOL REBAR OR COPPER GROUND ROD BONDING CONDUCTOR DRIVEN UNTIL MAXIMUM RESISTANCE VALUE OF 25 OHMS IS REACHED NOTE I (IF USED) -TYPICAL BONDING TYPES NOT VALID WITHOUT EMBOSSED SEAL. ..y. r. i PARKER MYNCHENBERG, P.E. #32645 NOT TO SCALE NOTES: I. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. PARKER MYNCWr-NBf=FG $ ASSOC. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 112q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111 (386) 611-68gi FAX (386) 611-2114 TYPICAL Rf=51 DENTAL SW/POOL DESIGN I`OR 5URF51 DE POOLS 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (qO4) 246-2666 STATE LICENSE CFC044080 THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY. IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/lq. IF THE FLORIDA BUILDING CODE IS ALTERED OR MODIFIED BEFORE THAT DATE, TH15 DRAWING MAY BE RENDERED VOID. SHEET 3 OF 5 N 00 un 0 0 x 'o .n 0 vi a rn w N Li rn U rn x 01 x d Ln 4 N N O N N N 4" DECK 05 BAR AT 12" ON CENTER BAR TO BE 5 FT LONG TURN DOWN FOOTER DETAIL 1—a3 BAR BRICK PAVER /CONTINUOUS POOL DECK PAVER DECK TURNDOWN DETAIL 04 BAR AT 12" ON CENTER / M4 / Nig /iT � /i%/� / z, < FLAT E TYPE i 3-1/2" TYP ALL SLABS FOOTING m I FT IN TO IFT IN (2) 03 REBAR CONT. MOTERATE SLOPE FOOTING TYPE 2 i--6 --I 04 BAR AT 12" ON CENTER 04 BA V)R AT 12" ON CENTER ,kt ` 24" 2 FT RETAINING WALL RETAINING WALL 3000 1151 PUMP MIX CONORETE 04 BAR �%T 12" ON BAR AT 12" ON CENTER 32" 4 FT RETAINING WALL RETAINING WALL 3000 P51 PUMP MIX CONCRETE 24" 03 REBAR CONT. IFTIN6OR ST / STEEPER STEEP SLOPE FOOTING TYPE 2 OFFICE COPY V-6"MIN. DISTANCE LESS THAN 1 ON I THE POOL CONTRACTOR _ SHALL PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN G" ON CENTER IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE OF REPOSE IN ENCROACHED ON OR THE POOL SHELL ENCROACHES INTO THE I TO I AREA. SLAB -FOOTING DETAILS 2500 MIN. GUNITE MAY BE 5UB51TlUTED FOR 3000 P51 CONCRETE Q� CURE FOR ONE WEEK BEFORE INSTALLING ANCHORS. 1-#3 BAR VERTICALLY EXISTING STRUCTURE 4 MIN ® 36" ON CENTER --r y 1-03 BAR 5=1/211I 8=1/2" X A q" STRUCTURAL STEEL PAVER DECK TURNDOWN DETAIL 04 BAR AT 12" ON CENTER / M4 / Nig /iT � /i%/� / z, < FLAT E TYPE i 3-1/2" TYP ALL SLABS FOOTING m I FT IN TO IFT IN (2) 03 REBAR CONT. MOTERATE SLOPE FOOTING TYPE 2 i--6 --I 04 BAR AT 12" ON CENTER 04 BA V)R AT 12" ON CENTER ,kt ` 24" 2 FT RETAINING WALL RETAINING WALL 3000 1151 PUMP MIX CONORETE 04 BAR �%T 12" ON BAR AT 12" ON CENTER 32" 4 FT RETAINING WALL RETAINING WALL 3000 P51 PUMP MIX CONCRETE 24" 03 REBAR CONT. IFTIN6OR ST / STEEPER STEEP SLOPE FOOTING TYPE 2 OFFICE COPY V-6"MIN. DISTANCE LESS THAN 1 ON I THE POOL CONTRACTOR _ SHALL PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN G" ON CENTER IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE OF REPOSE IN ENCROACHED ON OR THE POOL SHELL ENCROACHES INTO THE I TO I AREA. SLAB -FOOTING DETAILS 2500 MIN. GUNITE MAY BE 5UB51TlUTED FOR 3000 P51 CONCRETE U5E 6X6 10/10 WWM OR FIBER MESH CURE FOR ONE WEEK BEFORE INSTALLING ANCHORS. EXISTING STRUCTURE CONCRETE PAVER DECK 2" X 4" STRINGERS PLACED AT 2 FT ON CENTER IN ALL AREAS STEEL TEX FORM W/ co STRUCTURAL STEEL IN PLACE TO BE INDEPENDENTLY SUPPORTED III. 12" AWAY FROM SHORING. I II I�III—Iii 3000 P51 CONCRETE W/ 2-05 REBAR5 THE POOL SHELL WALL SHALL BE CONSTRUCTED AT 6" THICKNESS. III=II�III�I� RIBBON FOOTING 3 REBAR5 AT 6" ON CENTER W/ PAVER DECK BOTH WAYS IN AREAS THAT EXTEND =III -1 TIF —111_111. INTO THE ANGLE OF REPOSE�- 04 BAR AT 12" ON CENTER 5 FT RETAINING WALL RETAINING WALL 3000 P51 PUMP MIX CONCRETE STRINGER MAY BE DRIVEN INTO GROUND MIN. q" OR OTHERWISE SUPPORTED TO PREVENT FROM KICKING OUT AT BASE. SNORING DETAIL IN LOCATIONS WHERE EXISTING FOUNDATION 15 THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS AT TWE TIME OF EXCAVATION SNORING MAY BE REQUIRED. CONCRETE PAVER DECK 12 3000 P51 CONCRETE W/ 2-03 REBAR5 RIBBON FOOTING W/ PAVER DECK SIDE WALLS NOT VALID W EMBOSSED SE CONCRETE PAVER DECK 12" a \ 3000 P51 CONCRETE W/ 2-03 REBAR5 i RIBBON FOOTING W/ PAVER DECK FRONT WALL PARKER MYNCW & BERG..P.E."032645 STRINGER TO BE SUPPORTED BY CLEATING TO SUITABLE ANCHOR DEVICE SUCH AS A 2" X 4" ATTACHED WITH ANCHOR NAILS OR TAPGONS TO EXISTING CONCRETE LANAI OR EXISTING STRUCTURE OR ITS FOUNDATION. EXISTING STRUCTURE USE 1/2" PLYWOOD SHEETING OR EQUIVALENT BUILDING MATERIAL TO RESTRAIN SIDE OF EXCAVATION BACKFILL BEHIND SHORING TO PREVENT UNDERMINING OF EXISTING STRUCTURE. PROVIDE WEEP HOLES AS APPROPRIATE. CONTRACTOR SHOULD ATTEMPT TO CONSTRUCT ROUGH SHELL AS RAPIDLY AS CONDITIONS WILL ALLOW. THERE 15 NO SUBSTITUTE FOR RAPIDLY BACKFILLING EXCAVATION TO PREVENT UNDERMINING OF ADJACENT STRUCTURE. FARKER MYNOPENBERG 4 A5500. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1721 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111 (386) 677-6811 FAX (386) 677-2114 TYFICAL RE51 DENTAL 5W/POOL DESIGN FOR 5URF51DE FOOL5 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (qO4) 246-2666 STATE LICENSE CPC044080 THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/19. IF THE FLORIDA BUILDING CODE 15 ALTERED OR MODIFIED BEFORE TWAT DATE, THIS DRAWING MAY BE RENDERED VOID. SWEET 4 OF 5 03 BAR AT 12 36" TURNDOWN WALL 3000 P51 PUMP MIX CONCRETE ALUMINIUM SCREEN UPRIGHT 05 BAR GONTINIOUS . ±8 - Ili O w O O m � az 415 BAR AT 40" ON CENTER yah WITH CELL FILLED (WITH CONCRETE xW DECK DRAIN STANDARD YARD W 4" POOL DECK ELEVATION I 30" p5 BAR AT I:?" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX CONCRETE ALUMINIUM SCREEN UPRIGHT 04 BAR GONTINIOUS , W L �q�p5 BAR AT 40" ON CENTER IELL WITH CELL FILLED WITH CONCRETE =TR= DECK DRAIN STANDTARD ION YARD N �/ 4" POOL DECK BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX CONCRETE 04 BAR AT 12" ON CENTER BAR AT 12" ON CENTER 6 FT RETAINING WALL RETAINING WALL 3000 P51 RUMP MIX CONCRETE N ' ` 17 I PARKER MYNOPENBFRO_, P =: #32645 BOND BEAM WITH 1 #5 BAR OVER 6 FT BOND BEAM WITH 1 04 BAR UNDERi 6 FT OFFICE DOWELS 05 REBAR 24" MAX SPACING USE *14 REBAR IF UNDER G' -O" "� I USE 04*I IE4 REBAR AR F UN ER12" MAX I G' -O" 1 B RETAINING WALL ©000 TYR RETAINING WALL DIMENSIONS PARKER MYNOWENBERG 4 A550C. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111 (386) 611-6891 FAX (386) 677-2114 TYFIOAL RE51 DENTAL 5W/i'OOL DESIGN EOR SURF51 DE POOL5 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (904) 246-2666 STATE LICENSE OF0044080 THI5 51ONED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/19. IF THE FLORIDA BUILDING CODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 5 OF 5 m TYR RETAINING WALL DIMENSIONS PARKER MYNOWENBERG 4 A550C. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111 (386) 611-6891 FAX (386) 677-2114 TYFIOAL RE51 DENTAL 5W/i'OOL DESIGN EOR SURF51 DE POOL5 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (904) 246-2666 STATE LICENSE OF0044080 THI5 51ONED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/19. IF THE FLORIDA BUILDING CODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 5 OF 5 m