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POOL & INTERACTIVE WATER FEATURE ATLANTIC BEACH COUNTRY CLUB\\Ls- �4kM�OPA CIAFlorida Swimming PoolAssociation ivi I 4=10'i I - P. kit Ism� 1 � CONbTRUCTION PLANS % / 1 /Y I \ 11-11 . A A — lf\Droiects\2013 Proiects\13046 Atlantic Beach Country Club\Plans\pool only ATLANTIC B REVISED MAY 2014 N 1 11 NO W AIL A V a 91 -now FLORIDA C.A. # 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net . V. %A V V l j I ,J / L ,J J L. V 1—r %a. -., .J ..J W it I V I I LO V V V I lJ I L/ I . F l..J 1 /\ /\ A T I r\ \ 1 RA - 1600 AA P1 1600 SELVA MARINA DRIVE ATLANTIC BEACH, FL, 32233 DUVAL COUNTY Lu WWW F� W 7:�rf c-p"Oe'e c-7 -�- a o C: I CC w Li p W LL � Rn nD u � Lu WWW F� W 7:�rf c-p"Oe'e c-7 -�- a o N � Rn nD u � M��n�7 � L_J � m r9Y1r11 RAAIAITCnIAKI(-C r-:nl IIDnAPKIT I ICT NO. NO. REQ'D. ITEM MANUFACTURER* CATALOG NO. DESCRIPTION 1 1 VACUUM HOSE - - 1-1/2" x 50' (MAX) HOSE 2 1 WALL BRUSH RAINBOW 905 24" CURVED ALUM., NYLON BRISTLES 3 1 POLE FOR ABOVE RAINBOW 820-16 1 PIECE, 16' POLE 4 1 LEAF SKIMMER RAINBOW 119 W/ HANDLE 5 2 POLE HANGER SET I RAINBOW 143 METAL -_:1A117' cnr II0nACnIT I ICT M TTI 1D[= i \ Ls= ./ I riL_V 1 L_ `ac 1 1 1 V I L_ I's I L_ I %., I .✓ ... . - - -- M FACTURER CATALO DESCRIPTION 1 NO. AN. ITEM MANUFACTURER CATALOG NO. DESCRIPTION 1 1 R RCULATION EQUIPMENT CABINET VAKPAK CP1501WF-6 INCLUDES THE FOLLOWING: RECIRCULATION P VAKPAK 15VE 15 GALLON, FOR ACID STORAGE; LOCKABLE 4 2 MAIN DRAIN SUMPS FILTERS,FEATURE PUMP, ORP CONTR R, CHEMICAL FPK-50-809 9' " W/WATERSTOP FLG , 3" CONNECTION 5 2 MAIN DRAIN COVERS AQUASTAR FEEDERS, MAIN POWER FEED. ER TO DETAILS FOR FURTHER 6 2 WALL RETURN FITTIN HAYWARD SP1022S .5" INLET FITTING INFORMATION. 2 1 REMOTE CHEMICAL TANK VAKPAK 32VE 32 GALLON,�FOPIOGHLORITE STORAGE_ LOCKABLE 3 1 REMOTE CHEMICAL TANKVAKPAK 9 15VE 15 GALL , STORAGE; LOCKABLE 1AIA niKin onnl Cnl IIDKAGnIT I ICT-_-�I ITI IRI= V yr\Ll �-Q 11 r V UAN. 1 V V I --a,v .. . . . - . . - . - ITEM - - -- M FACTURER CATALO DESCRIPTION 1 1 RECIRCULATION EQUIPMENT CABINET VAKPAK CP52VC INCLUDES THE FOLLOWING: RECIRCULATION PUMP, FILTERS, VACUUM PUMP, ORP CONTROLLER, CHEMICAL FEEDERS, MAIN POWER FEED. REFER TO DETAILS FOR FURTHER INFORMATION. 2 1 REMOTE CHEMICAL TANK VAKPAK 32VE 32 GALLON, FOR HYPOCHLORITE STORAGE; LOCKABLE 3 1 REMOTE CHEMICAL TANK VAKPAK 15VE 15 GALLON, FOR ACID STORAGE; LOCKABLE 4 2 MAIN DRAIN SUMPS A.S.A. FPK-50-809 9' " W/WATERSTOP FLG , 3" CONNECTION 5 2 MAIN DRAIN COVERS AQUASTAR P9101 9" X 9" SQ. GRATE, 196 GPM @ 1.5 FPS 6 2 WALL RETURN FITTIN HAYWARD SP1022S .5" INLET FITTING 7 2 3/4" EYEBALL IN G HAYWARD SP1019 /4" ADJ. EYEBALL FITTIN 8 1 ADMI SKIMMER PENTAIR S20 #84420605 FLAP WEIR, 2" SLIP, NSF APPRO 9 2 DROSTATIC RELIEF VALVES HAYWARD SP1056 .5" 10 A.S.A. COLLECTOR TUBE FOR ABOVE HAYWARD SP1055 1 1 EQUALIZER FITTING W/ GRATE HAYWARD SP1022S .5" SKT X �Ml12 10 1 VACUUM FITTING W/ SAFETY LOCK COVER HAYWARD SP1022S/W400AWHP .5" SKT X 2AC-LOCK SAFETY COVER r+nnAnr_'TlTlnkl onnl Cnl IIDIk=KIT I ICT V %-.f IVIF NO. L_ QUAN. 1 1 1 Ivl y 1 vv V L- %a(v I I III I ITEM MANUFACTURER CATALOG NO. DESCRIPTION 1 1 RECIRCULATION EQUIPMENT CABINET VAKPAK - INCLUDES THE FOLLOWING: RECIRCULATION PUMP, VARIABLE FREQUENCY DRIVE, VACUUM PUMP, ORP CONTROLLER, CHEMICAL FEEDERS, MAIN POWER FEED. REFER TO DETAILS FOR FURTHER INFORMATION. 2 1 REMOTE CHEMICAL TANK VAKPAK 99VE 99 GALLON, FOR HYPOCHLORITE STORAGE; LOCKABLE 3 1 REMOTE CHEMICAL TANK VAKP K 52VE _ 52 GALLON, FOR ACID STORAGE; LOCKABLE 4 1 COLLECTOR TANK VAKPAK CT720 720 GALLON; (2)12" MAIN DRAIN & 12" GUTTER 5 5 VERTICAL SAND FILTER PENTAIR TR140C 5 @ 36" DIA. 35.3 S.F. TOTAL 6 5 MULTIPORT VALVE PENTAIR W400AWHP _ MULTIPORT VALVE 7 36 FLOOR RETURN INLET HAYWARD SP1425S 1.5" SKT X 2" MIP 8 2 MAIN DRAIN SUMP A.S.A. FPK- _ 12" X 12" W/ WATERSTOP FLANGE; 8" OUTLET 9 2 MAIN DRAIN SUMP A.S.A. FPK- - 18" X 18" W/ WATERSTOP FLANGE; 10" OUTLET 10 2 MAIN DRAIN GRATE FOR ABOVE AQUASTAR - _ 12" X 12"; WHITE; VGB APPROVED 11 2 MAIN DRAIN GRATE FOR ABOVE AQUASTAR STOR-LANE 18" X 18"; WHITE; VGB APPROVED 12 4 COLLECTOR TUBE FOR ABOVE HAYWARD SP1055 VINYL 13 4 HYDROSTATIC RELIEF VALVE FOR ABOVE HAYWARD SP1056 1.5" 14 90 LF ZERO ENTRY TRENCH A.S.A. FPK-90-1201 12" TRENCH WIDTH; 27'6" FT CENTERLINE RADIUS; FIBERGLASS 15 90 LF GRATING FOR ABOVE LAWSON AQUATICS - _ 12" WIDTH; 27'6" FT CTRLINE RADIUS; PERP. BARS; WHITE 16 6 --------------- BUBBLER NOZZLE DELTA FOUNTAINS DFGEN-150 1-1/2" MIP; W/ BONDING LUG 17 1 Y -STRAINER FOR ABOVE HAYWARD INDUSTRIAL YS10250S 2-1/2" SKT; 316 SS SCREEN 18 20 LF ROPE FOR SLOPE TRANSITION UNITED INDUSTRIES P111600 3/4" DIA.; RED/WHITE 19 4 FLOATS FOR ABOVE UNITED INDUSTRIES P111063 RED/WHITE; W/ INTEGRAL FLOAT LOCKS 20 2 --- - -- --- ANCHORS FOR ABOVE PARAGON 70316SS E W/ INTEGRAL BAR; STAINLESS STEEL 21 1 FLOWMETER BLUE -WHITE 30800P FOR 8" PIPE; 500 TO 1900 GPM RANGE 22 1 - THERMOMETER TRERICE B822Y 0203 2" FACE 23 _ _ _ 2" GUTTER DRAINS PENTAIR Ar-%rT1-r1f-%w1 rr'11 11nRACA1T 1 10-r LJCI.#rVVVIVII- NO. QUAN. L_ I 1 I Ivly L_ Ng v11 IVIL_1-4 1 L_Iv ITEM I MANUFACTURER CATALOG NO. DESCRIPTION 1 1 HANDRAIL SR SMITH CUSTOM S.S. 3 BEND 2 2 ANCHOR FOR ABOVE SR SMITH IAS -100 4"; BRONZE; REFER TO MFR EMBEDMENT INFO 3 14 ESCUTCHEONS SR SMITH IEP -100 _ FOR 1.90" O.D. TUBING; OBLONG; CHROME PLATED BRASS 4 9 RECESSED TREAD SR SMITH - 3 STEPS; WHITE; 17.5" X 7" 5 2 VACUUM FITTING _ HAYWARD 1022S - 1.5" SKT X 2" MIP 6 2 COVER FOR ABOVE HAYWARD W400AWHP _ VAC -LOCK SAFETY COVER 7 1 EQUALIZER FITTING HAYWARD 1022S 1.5" SKT X 2" MIP 8 1 COVER FOR ABOVE HAYWARD 1026 1.5" 9 7 FLOATING LANE MARKERS COMPETITOR 6" GOLD MEDAL 75'-1" EACH; COLORS PER DETAIL, SHEET SP2.2 10 14 CUP ANCHORS FOR ABOVE PARAGON 70316SS W/ INTEGRAL BAR; STAINLESS STEEL 11 2 REELS FOR ABOVE COMPETITOR STOR-LANE 12 2 REEL COVER COMPETITOR STOR-LANE VINYL 13 4 BACKSTROKE STANCHION SR SMITH 101678 0.145" THK. WALL; TYPE 304 SS 14 2 ROPE & PENNANT FOR ABOVE PARAGON 40102 12" X 18" PENNANTS; SPECIFY POOL WIDTH 15 2 FALSE START STANCHION SR SMITH 10165 0.145" THK. WALL; TYPE 304 SS 16 1 ROPE FOR ABOVE - - 17 6 ANCHORS FOR ABOVE SR SMITH AS -100D 6"; CAST BRONZE; W/ BRASS CAP 18 6 STARTING PLATFORM SR SMITH LEGACY 21-18 W/ ESCUTCHEON 19 6 ANCHOR FOR ABOVE SR SMITH 27-107 ROCK SOLID ANCHOR; CUSTOM LENGTH AS NEEDED FOR PAVERS 20 3 RECESSED STEP FIGURE 4 HANDRAIL SETS SR SMITH 10181 -MG 1.90" O.D. x 0.146" WALL, FIG. 4, MARINE GRADE * EQUIPMENT INCLUDED IN THIS LIST MAY BE SUBSTITUTED WITH EQUIPMENT CONSIDERED EQUIVALENT BY THE ENGINEER, UNLESS U I HERWISE NU I LU. ALL EQUIPMENT SHALL CARRY AN NSF APPROVAL OR UL LISTING. POOL EQUIPMENT SCHEDULE oiects\2013 Projects\1306 Atlantic Beach country u\ans\pool onfiy\ rVVL NO. JHt-C I REO. Y CWuIrIVICIN I L101 ITEM MANUFACTURER* CATALOG NO. DESCRIPTION 1 2 SHEPHERD'S KOOK RAINBOW 153 SAFETY POOL HOOK 2 2 POLE FOR ABOVE RAINBOW 820-16 1 PIECE, 16' POLE 3 2 LIFE RING BUOY SWIMTIME P014750 30" RING W/ 45' ROPE 4 2 LIFE RING HOLDER SWIMTIME P014850 STAINLESS STEEL HOLDER 5 3 POOL RULES SIGN PER FAC CODE - REFER TO POOL NOTE 19. 6 3 UNDERWATER LIGHT PENTAIR INTELLIBRITE 5G 601107 12V, 100' CORD, LED LIGHT 7 ? NICHE FOR ABOVE PENTAIR 78210600 1" REAR HUB 8 8 TRANSFORMER FOR ABOVE SAFETY -VOLT 64-150 120V PRI, 12V SEC 9 1 TEST KIT TAYLOR K2005C CL, pH, TDT, ALK, ETC. POOL EQUIPMENT SCHEDULE (CONT.) 1. EPTH MARKINGS SHALL BE IN ACCORDANCE WITH FLORIDA STATUTES SECTION 424.1.2.3.1 AND SHALL BE LOCATED AS FOLLOWS: WHEN CURB PROVIDED, ON INSIDE �ND OUTSIDE OF TOP OF CURB; NO POOL CURB PROVIDED, ON INSIDE VERTICAL WALL AT OR ABOVE THE WATER LEVEL AND ON EDGE OF DECK WITHIN TWO FEET OF THE POOL. WATER; WHEN OPEN -TYPE GUTTER DESIGNS USED, DEPTH MARKERS SHALL BE LOCATED ON BACK OF GUTTER WALL. MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS SHALL BE 25 FEET. CONTRACTOR SHALL VERIFY EXACT DEPTH PRIOR TO PLACING DEPTH MARKINGS. ALL DEPTH MARKINGS SHALL BE TILE. ALL MARKINGS INSTALLED ON HORIZONTAL SURFACES SHALL HAVE SLIP -RESISTANT FINISH. DEPTH MARKERS SHALL BE ACCURATE TO WITHIN THREE INCHES AT NORMAL OPERATING WATER LEVEL WHEN MEASURED THREE FEET FROM THE POOL WALL. DEPTH MARKINGS SHALL HAVE "FEET" AND "INCHES" OR "FT" AND "IN AFTER THE NUMBER. MARKINGS SHALL BE 4 INCHES HIGH (MIN.). 2. "NO DIVING" MARKINGS SHALL BE LOCATED ON TOP OF CURB RISER OR ON DECK WITHIN 2 FEET OF WATER AT LOCATIONS SHOWN. MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS SHALL BE 25 FEET. ALL MARKINGS INSTALLED ON HORIZONTAL SURFACES SHALL HAVE SLIP -RESISTANT FINISH. MARKINGS SHALL BE TILE AND HALL HAVE 4 INCH LETTERS. A 6 -INCH TILE WITH A 4 -INCH OR LARGER RED, INTERNATIONAL "NO DIVING" SYMBOL MAY BE SUBSTITUTED FOR THE "NO DIVING MARKINGS. 3. PIPING RECOMMENDATION: SCH 80 PVC IS RECOMMENDED FOR PREVENTION OF CRACKING DUE TO SETTLING. OWNER MAY ELECT TO SUBSTITUTE SCH 40 PVC IF DESIRED. ALL PIPINGSHA SF APPROVED. ANY PIPING EXPOSED TO SUNLIGHT SHALL BE COATED FOR UV PROTECTION. ALL EQUIPMENT COMING INTO CONTACT WITH POOL / TER TO B RTIFIED BY NSF OR BY THE MANUFACTURER TO BE LEAD-FREE. 4. POOL WASTE WAT SHALL BE DISCHARGED OUGH AN AIR GAP. DISPOSAL FROM D.E. TYPE FILTERS SHALL BE ACCOMPLISHED THROUGH SEPARATION TANKS WITH DISPOSAL TO SANITARY SEWERS, RAINFI DS, OR OTHER MEANS, IN ACCORDANCE WITH LOCAL REQUIREMENTS INCLUDING OBTAINING ALL LOCAL PERMITS. 5. A RINSE SHOWER S L BE PROVID 1 OR AR THE POOL DECK, WITHIN 20 FEET OF THE NEAREST POOL WATER'S EDGE (NOT REQUIRED FOR INDOOR POOLS). OSE BIB WITH VACUUM B KE ALL ROVIDED FOR DECK WASH DOWN. 6. POOL DECKS SHALL HAVE AN UNOBSTRUCTED AREA WITH A MINIMUM WIDTH OF 4 FEET AROUND THE PERIMETER OF THE POOL. DECKS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NON-ABSORBENT MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED AT A MINIMUM OF TWO PERCENT O A MAXIMUM OF FOUR PERCENT AWAY FROM THE POOL OR TO DECK DRAINS TO PREVENT STANDING WATER. WHEN A CURB IS PROVIDED, THE DECK SHALL NOT E MORE THAN 10" BELOW THE TOP OF THE CURB. TEXTURED DECK FINISHES THAT PROVIDE PITTING AND CREVICES OF MORE THAN 3/16" DEEP THAT ACCUMULATE OIL ARE PROHIBiTED. 7. DUTDOOR LIGHTING REQUIREMENT: IF NIGHT SWIMMING IS REQUIRED, OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF THREE FOOT CANDLES OF ILLUMINATION AT POOL WATER SURFACE AND POOL DECK SURFACE. UNDERWATER LIGHTING SHALL PROVIDE ONE-HALF WATT PER SQUARE FOOT OF WATER SURFACE AREA (OR THE EQUIVALENT). IF NO UNDERWATER LIGHTING IS INSTALLED, OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF FIFTEEN FOOT CANDLES. 8. LECTRICAL EQUIPMENT WIRING AND INSTALLATION INCLUDING GROUNDING OF POOL COMPONENTS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE -LATEST. 9. HEMICALS SHALL BE STORED IN A COOL, DRY, AND WELL -VENTILATED AREA UNDER A ROOF OR OTHER ENCLOSURE AND SHALL BE INACCESSIBLE TO THE PUBLIC. 10. GROUND HANDRAIL AND LADDERS WITH #8 COPPER GROUND WIRE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 11. zLOORS AND WALLS SHALL BE WHITE OR LIGHT PASTEL IN COLOR. WRITTEN APPROVAL MUST BE OBTAINED FROM THE HEALTH DEPARTMENT PRIOR TO NSTALLATION OF ANY DESIGN OR LOGO ON POOL FLOOR OR WALLS. 12. GUTTER DRAIN SPACING SHALL NOT EXCEED 10 FT. FOR 2 IN. DRAINS OR 15 FT. FOR 2 1/2" IN. DRAINS. LIP OF GUTTER SHALL BE UNIFORMLY LEVEL WITH A MAXIMUM TOLERANCE OF ONE-FOURTH INCH BETWEEN THE HIGH AND LOW AREAS. 13. INLETS SHALL BE DIRECTIONALLY ADJUSTABLE AND SHALL NOT PROTRUDE INTO THE POOL. MAXIMUM WALL INLET SPACING IS 20 FEET. WALL INLETS SHALL BE INSTALLED A MINIMUM OF 12 INCHES BELOW THE NORMAL OPERATING WATER LEVEL UNLESS PRECLUDED BY THE POOL DEPTH OR INTENDED FOR A SPECIFIC ACCEPTABLE PURPOSE. 14. VACUUM';FITTINGS SHALL BE FLUSH MOUNTED NO MORE THAN 15" BELOW WATER LEVEL. FITTING SHALL ALSO INCLUDE A SPRING LOADED SAFETY COVER. 15. RECIRCULATION EQUIPMENT TO BE COVERED BY WEATHERPROOF, LOCKABLE ENCLOSURE WITH ADEQUATE CROSS VENTILATION. ACCESS SHALL MEASURE S X 6' (MIN.). ENCLOSURE SHALL INCLUDE LIGHT WHICH PROVIDES MIN. 30 FC ILLUMINATION. 16. MAIN DRAIN GRATES AND SUMPS SHALL BE COMPLIANT WITH THE VIRGINIA GRAEME BAKER ACT AND IN ACCORDANCE WITH ASME A112.19.8-2007. MAIN DRAIN OUTLETS SHALL BE COVERED WITH A SECURED GRATING WHICH REQUIRES THE USE OF A TOOL TO REMOVE. DEPTH AT MAIN DRAIN SHALL NOT BE MORE THAN 3 INCHES GREATER THAN THE DEPTH SHOWN ON ADJACENT DEPTH MARKERS. . 17. PRESSURE GAUGES SHALL HAVE 2" MIN. DIA. FACE WITH 0-60 0 PSI RANGE. 18. POOL AREA SHALL INCLUDE ONE SHEPHERD'S HOOK WITH ONE-PIECE POLES (MIN. 16' LONG) AND ONE LIFESAVING RING (MIN. 18" DIA.) WITH SUFFICIENT ROPES ATTACHED TO REACH ALL PARTS OF THE POOL FROM THE DECK. POOLS GREATER THAN 50 FEET IN LENGTH SHALL HAVE MULTIPLE UNITS WITH AT LEAST ONE SHEPHERD'S HOOK AND ONE LIFE SAVING RING LOCATED ALONG EACH OF THE LONGER SIDES OF THE POOLS. SPA POOLS UNDER 200 SQUARE FEET OF SURFACE AREA, AND INTERACTIVE WATER FEATURES OR WADING POOLS WITH TWO FEET OR LESS OF WATER DEPTH ARE EXEMPT FROM THIS REQUIREMENT. 19. THE FOLLOWING RULES SHALL BE POSTED AT OR NEAR POOLSIDE AND SHALL BE LEGIBLE FROM POOL DECK: (1) NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK. (2) NO GLASS OR ANIMALS IN THE FENCED POOL AREA (OR 50 FEET FROM UNFENCED POOL). (3) BATHING LOAD: _ PERSONS (4) POOL HOURS: _ A.M. TO _ P.M. (5) SHOWER BEFORE ENTERING (6) DO NOT SWALLOW THE POOL WATER LETTERING FOR POOL RULES SIGN SHALL BE 1" HIGH (MIN.) EXCEPT FOR "NO DIVING." POOLS OF 200 SQUARE FEET IN AREA OR GREATER WITHOUT AN APPROVED DIVING WELL CONFIGURATION SHALL HAVE "NO DIVING" IN FOUR - INCH LETTERS INCLUDED WITH THE ABOVE LISTED POOL RULES. 20, THERE SHALL BE NO PROVISION FOR DRINK OR FOOD SERVICE FACILITIES WITHIN 12' OF THE WATER'S EDGE. 21. EACH MAIN DRAIN SHALL INCLUDE INSTALLATION OF A HYDROSTATIC VALVE. 22. LADDERS SHALL BE OF THE CROSS -BRACED TYPE, BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS AND BE SECURELY ANCHORED INTO THE POOL DECK. CLEARANCE BETWEEN LADDER AND POOL WALL SHALL BE BETWEEN THREE TO SIX INCHES. LADDERS SHALL EXTEND AT LEAST 28 INCHES ABOVE THE POOL DECK. THE TOP RUNG OF THE LADDER SHALL BE AT OR BELOW THE WATER LEVEL ON OPEN GUTTER POOLS AND NOT MORE THAN 12 INCHES BELOW THE DECK OR CURB TOP ON ALL OTHER TYPE POOLS. 23. COLLECTOR TANKS SHALL BE SIZED TO PROVIDE A MINIMUM ONE MINUTE OF RESIDENCE TIME AT DESIGN FLOW. 24. SANITARY FACILITIES SHALL HAVE OUTSIDE ACCESS DOOR WITH SIGNS GIVING DIRECTION TO ACCESS REQUIRED IF ACCESS IS NOT VISIBLE FROM ANY PORTION OF THE POOL DECK. SIGNS SHALL HAVE LETTERS A MINIMUM OF 1" HIGH. SANITARY FACILITIES' FLOORS SHALL BE SLOPED TO FLOOR DRAINS. INTERSECTIONS BETWEEN FLOORS AND WALLS SHALL BE COVED WHERE EITHER FLOOR OR WALL IS NOT MADE OF WATERPROOF MATERIALS SUCH AS TILE OR VINYL. FLOOR SHALL NOT CONTAIN FOOT BATHS, CARPET OR DUCK BOARDS. FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIALS AND SHALL HAVE SMOOTH SLIP RESISTANT FINISH. A HOSE BIB WITH VACUUM BREAKER SHALL BE PROVIDED IN OR WITHIN 25 FEET OF EACH REST ROOM TO ALLOW FOR EASE OF CLEANING. 25. MINIMUM VERTICAL CLEARANCE ABOVE POOL AND DECK IS 7 FEET. MINIMUM HEIGHT OF BRIDGE OR OBSTRUCTION OVER POOL SHALL BE EIGHT FEET FROM BOTTOM OF POOL AND AT LEAST FOUR FEET ABOVE THE SURFACE OF THE POOL. 26. TEN PERCENT OF THE DECK ALONG THE POOL PERIMETER MAY BE OBSTRUCTED. OBSTRUCTIONS SHALL HAVE WET DECK AREA BEHIND OR THROUGH THEM, WITH NEAR EDGE OF THE WALK WITHIN 15 FEET OF THE WATER. THESE OBSTRUCTIONS MUST BE PROTECTED BY A BARRIER OR MUST BE DESIGNED TO DISCOURAGE PATRON ACCESS. WHEN AN OBSTRUCTION EXISTS IN MULTIPLE AREAS AROUND THE POOL THE MINIMUM DISTANCE BETWEEN OBSTRUCTIONS SHALL BE FOUR FEET. 27. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF A GRAVEL BED WITH UNDERDRAIN PIPING SYSTEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND. 28. THE SWIMMING POOL. BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. 29. CONTRACTOR IS RESPONSIBLE FOR ALL PIPE SUPPORTS AND HANGERS AS REQUIRED. POOL NOTES 8 56b-1_AI\/1;-�- -o •pc _ DRAWING NO. DESCRIPTION - SP0.1 INDEX, GENERAL NOTES, AND EQUIPMENT LIST SP1.0 OVERALL SITE PLAN SP2.0 ZERO ENTRY, WADING POOL & FOUNTAIN GEOMETRY PLAN SP2.1 COMPETITION POOL GEOMETRY PLAN SP2.2 COMPETITION POOL SECTIONS SP2.3 WADING POOL & WATER FEATURE SECTIONS SP3.0 ZERO ENTRY, WADING POOL & FEATURE MECHANICAL PLAN SP3.1 COMPETITION POOL MECHANICAL PLAN SP3.2 EQUIPMENT AREA MECHANICAL PLAN SP4.0 POOL DETAILS SP4.1 POOL DETAILS S SP4.2 POOL DETAILS SP4.3 COMPETITION POOL FILTRATION UNIT 0 0k. SP4.4 WADING POOL FILTRATION UNIT SP4.5 INTERACTIVE WATER FEATURE DETAILS SP4.6 INTERACTIVE WATER FEATURE DETAILS SP5.0 COMPETITION POOL RECIRCULATION SYSTEM SCHEMATIC SP6.0 LIFE SAFETY PLAN SP7.0 STRUCTURAL DETAILS SP8.0 POOL BONDING & GROUNDING PLAN & DETAILS INDEX TO DRAWINGS 1. CONCRETE ADMIXTURE: POOL SHELL STRUCTURE SHALL BE OF SHOTCRETE CAST -IN-PLACE CONSTRUCTION. ALL CONCRETE MIX USED ON THE JOB SHALL INCLUDE XYPEX C -SERIES ADMIX. CONTRACTOR SHALL CONSULT WITH THE LOCAL XYPEX TECHNICAL REPRESENTATIVE FOR ASSISTANCE IN DETERMINING THE MOST APPROPRIATE ADMIX PRODUCT FOR THE JOB. WEATHER CONDITIONS, CONCRETE SPECIFICATIONS, ETC. MAY AFFECT THE ADMIX SPECIFICATION. PREPARE PRODUCT AND APPLY IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 2. COLD JOINTS: ALL COLD JOINTS SHALL BE TREATED WITH A SLURRY COAT OF XYPEX CONCENTRATE PRIOR TO THE SUCCESSIVE CONCRETE APPLICATION. PREPARE PRODUCT AND APPLY IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. CONTACT THE LOCAL XYPEX REPRESENTATIVE FOR COORDINATION. 3. GROUT SEALER: SEALER SHALL BE APPLIED TO ALL GROUT LINES. SEALER PRODUCT INFORMATION SHALL BE SUBMITTED BY CONTRACTOR TO ARCHITECT AND ENGINEER FOR APPROVAL. 4. NOTE: CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL WATERPROOFING MATERIALS USED ON THE PROJECT. WATERPROOFING NOTES SWIMMING POOL CONTRACTOR SHALL CONSULT THE GEOTECHNICAL INVESTIGATION PERFORMED BY ELLIS & ASSOCIATES, INC., DATED: AUGUST 23, 2013. CONTRACTOR SHALL BE FAMILIAR WITH THE RECOMMENDATIONS INCLUDED WITH THE REPORT AND INCORPORATE THE RECOMMENDATIONS INTO CONSTRUCTION OF THE POOL(S) AS NECESSARY. GEOTECHNICAL NOTES 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS. 2. IN ACCORDANCE WITH THE GENERAL CONDITIONS, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW THE GROUND SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED AND MULCHED ACCORDING TO THE SPECIFICATIONS, AS NECESSARY. 4. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS VARY FROM WHAT IS SHOWN ON THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 5. CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT -LADEN RUNOFF RESULTING FROM STORM EVENTS DURING THE CONSTRUCTION PHASE. EROSION CONTROL FACILITIES SHOULD BE INSTALLED EARLY DURING THE CONSTRUCTION PERIOD SO AS TO PREVENT THE TRANSPORT OF SEDIMENT INTO SURFACE WATERS. RE -VEGETATION AND STABILIZATION OF DISTURBED AREAS SHOULD BE ACCOMPLISHED AS SOON AS POSSIBLE TO REDUCE THE POTENTIAL FOR FURTHER SOIL EROSION. 6. PIPE JOINT DEFLECTION, WHERE REQUIRED, SHALL NOT EXCEED 50% OF THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT ALL PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED. THESE PERMITS SHALL INCLUDE, BUT NOT BE LIMITED TO, DUVAL COUNTY BUILDING DEPARTMENT OR FLORIDA DEPT. OF HEALTH. 8. A HORIZONTAL SEPARATION OF 6 -FEET (MIN.) SHALL BE MAINTAINED BETWEEN PARALLEL WATER AND SEWER LINES, WHERE WATER AND SEWER LINES CROSS, 12 -INCHES OF VERTICAL CLEARANCE SHALL BE MAINTAINED. WHERE WATER AND SEWER LINES CROSS AND 12" CAN NOT BE MAINTAINED, A 20 L.F. SECTION OF DUCTILE IRON OR PVC PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. THIS SITUATION MAY OR MAY -NOT BE NOTED ON THE DESIGN DRAWINGS IN EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED IN WRITING BY THE ENGINEER. 9. WATER SUPPLY FACILITIES AND PIPES SHALL BE INSTALLED, CLEANED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS AND FDEP RULES. 10. ALL UNDERGROUND UTILITY COMPANIES SHALL BE CONTACTED AT LEAST 48- HOURS PRIOR TO COMMENCING CONSTRUCTION. 11. PIPING SHALL BE PRESSURE TESTED PRIOR TO COVER. RETURN PIPING SHALL BE TESTED AT 50 PSI FOR TWO HOURS. MAIN DRAIN SKIMMER AND GUTTER PIPING 5HA4 BE TESTED AT 5 F OU T OR WAT T TING L. 12. WELL POINT, IF USED, MUST DISCHARGE INTO A VEGETATED AREA 10' MINIMUM FRO STREET OR DRAINAGE FEATURE (SWALE, STRUCTURE OR LAGOON). \ A Al GENERAL NOTES .a, ze R7T z N O Li ZCO iIPIEIINI#I�L1215 REGISTERED ENGINEER YF UNITED POOL & SPA ASSOCIATION 4%MWPA Florida Swimming Pool Association A MEMBER QREVISED NOTES PER A.B. COMMENTS 12/26/13 No. Revision/Issue Date QXU E �9 Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL &FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE INDEX, (GENERAL NOTES, AND EQUIPMENT LIST DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet Spool WALL \IL 8' HT. SEGMENTAL BULKHEAD WALL SEE BAKER KLEIN STRUCTURAL SET FOR LAYOUT & SECTIONS H E G' i.' A !'J POOL & FOUNTAIN EQUIPMENT AREA ] 4 9fffl& Hi49-Hi HffFN+41 41H&&+E99H&Hi9aBfit$8 ill o -off+ ff1v i l i 0 i +E4- 4 M+9 H$**tiifG a6 0� X010 u / GqTIt/' LF / HHHOH HIM aHH�e ,x % 2,_ 4 % Al X COMPETITION POOL SWIMMING POOL 5,635 S.F. ZERO ENTRY AREA I I I1 FUTURE I RACTIVE X T WATE FO IN / / o aaa a e ut a s a a t atm a�a �a�eeu fl �� a �a� tea a a� �t�t t t a�ttt�— HE / • i7" — /D CK/ / T d XX\,>< CLUBHOUSE'sH�SWEk SHOWER POOL BATHROOMS FITNESS EQUIPMENT l �Ls-wtg1f1f\prqJects\2013 roject's\1304-6 Atlan is Beach Country Club\Plans\pool only \S 1. Awg, '/2 /2014 8:56:59 AM, DWG To PDF.pc3 MULTI—PURPOSE ROOM TENNIS PRO SHOP SHOWER & NORTH SCALE: 1/8"= V-0" 0 4' 8' 16' 24' 12' HEIGHT MASONRY TENNIS BACKBOARD W� V • • vjAf ®�B ver�� : U_ d•:?, ° '�. O O: co W C� o:Z Q p• RE° E �2 r, UL so to% _Ovou UNITED POOL & SPA ASSOCIATION PA Florida Swimming Pool Association i A MEMBER No. Revision/Issue Date al P.40 'a -�iAM min ng Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER'' FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE OVERALL SITE PLAN DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet spiso SLOPE 10'-0" ol / -014'8" 1:27.5 i 3�8�� 3,8�� FLOAT LINE �3'8" 3 8 TT P H&NO � \ SP2.0 DIVINGGIARK Fj (EYP.) �� '- 4 8 ID! ® / i 4 F ® 3 F 8 IN _ _ 3 IN Ci 1 -3" m N I c �. 3 BACKSTROKE / MAT HLIN _ SID .2 STANCHION &ROPE i 2� 6� _ W/ PENNANTS (TYP. 4) i �5'-6" / j 5'6.. 1 w _ o / i 41 o EXP. JOINT O �77 o F- V /7'-6., / I' GUTTER E'CESSED"TREAD & 5 6 ( N ENTRY, 1 SP4.0 SP4.0 GRABR ILS TYP/3 (TYP. r _ _ _ _ _ �� _ _ ( ) ( 2131bM MO11tlHS AalN30N NI 6 0, ® 6 0 b31bM MO11dHS Aa1N30N ARKEf(TYP. 2) SP2.0 i — 4 1V — 4-1/4 e e- 4 1'-9" V� 16-6" 0. 20'-0" 16-6" FU V 6 � iL C)_ \ / fA \ N �\ ALI �7� IL/ Q N % �U)� i ZERO ENTRY AREA VIEW / SCALE: %4" = 1'-0" oo° SLOPE TO RDRAIN,\� @ 2°°�� `� ' �� ` �� 3 FT 6 IN SLOPE R5 60° � � � ` � � � I I 1. DEPTH MARKING AND RED NO DIVING MARKING TO BE SLOPEBLn A1:15 1:15 \ SP2.3 _ Ln PROVIDED AT THESE LOCATIONS. MAXIMUM SPACING IS SP2.3 I 25-0". ALL LETTERING TO BE MINIMUM 4" HIGH. MARKINGS \ TO BE PROVIDED ON DECK WITHIN 2'-0" OF WATER EDGE AND ON INSIDE VERTICAL WALL ABOVE WATER LEVEL ("NO �-� DIVING" MARKERS NOT REQUIRED ON VERTICAL WALL). OPEN GUTTER DESIGNS ARE UTILIZED, DEPTH MARKERS \ SHALL BE LOCATED ON THE BACK OF THE GUTTER WALL. MARKINGS ID. MARKING COLOR CONTRAST WITH BACKGROUND. 2. CONTRACTOR TO VERIFY WATER DEPTH AT MARKING / LOCATIONS SHOWN PRIOR TO INSTALLING MARKING. DEPTH ° rOV �71` TO BE MEASURED 3'-0" PERPENDICULAR FROM POOL WALL. F 6- / RS z _z �A 1 F ® �0 � SLOPE � / 'VFX �y NO DIVING Ill J � 3 FT AWAY @ 2% / ti�cJ t�r� CCC NO ENTRY I SHALLOW FWATER REQUIRED AT TWO LOCATIONS ~ \ i AT ZERO ENTRY AREA i TYPICAL DEPTH AND NO FUTURE WADING POOL PLAN / FUTURE INTERACTIVE WATER FEATURE PLAN / 1 DIVING MARKER DETAIL \ % SP2.0 SCALE: N.T.S. SCALE: 1'-01, �= �Ls-wtgIflf\projects roec s an is BeachCountry u ans poo only\SP . - wg,. To .pc i ate, NORTH / SCALE: 1/4"= V-0" 0 2' 4' 8' 12' MULT�-PURPO ROOM NOTES: 1. REFER TO HARDSCAPE PLAN FOR POOL LOCATION INFORMATION. 2. POWER TO FILTRATION EQUIPMENT TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. 3, POTABLE WATER LINE TO THE COLLECTOR TANKS AND STORM/SANITARY WASTE LINE FROM FILTER EQUIPMENT LOCATION TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. 4. PERIMETER FENCE SHALL BE INSTALLED PRIOR TO MARCITE APPLICATION AND SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. 5. POOL WET DECK SHALL HAVE A MIN. UNOBSTRUCTED WIDTH OF 4 FT. AROUND THE PERIMETER OF POOL, LADDERS, AND HANDRAILS. 6. WET DECK SHALL HAVE A 2%-4% UNIFORM SLOPE AWAY FROM POOL TO PREVENT STANDING WATER. 7. THE CORNER INTERSECTIONS OF WALLS WHICH PROTRUDE OR ANGLE INTO THE POOL WATER AREA SHALL BE ROUNDED WITH A MIN. RADIUS OF 2 IN. 8. ALL INSIDE POOL CORNERS SHALL BE A MINIMUM 90 DEGREE ANGLE. 9, POOL FENCE SHALL BE 48" TALL (MIN.) AND SHALL USE MEMBER SPACING THAT SHALL NOT ALLOW PASSAGE OF A 4" 0 SPHERE. 10. ACCESS GATES SHALL BE SELF-CLOSING, SELF LATCHING, AND OF 48 INCH MIN. HEIGHT WITH THE LATCH LOCATED A MIN. OF 54 INCHES FROM THE BOTTOM OF THE GATE OR AT LEAST 3 INCHES BELOW THE TOP OF THE GATE ON THE POOL SIDE. 11. ENSURE ALL POOL WALLS SHALL HAVE A CLEARANCE OF 15 FEET PERPENDICULAR TO THE WALL. 12. DEPTH MARKINGS AND NO DIVING MARKINGS SHALL BE INSTALLED AS SHOWN WITH A MAXIMUM PERIMETER DISTANCE OF 25 FEET. 13. SHOWER TO BE LOCATED WITHIN 20 FEET OF WATER'S EDGE OF POOL (EXACT LOCATION MAY VARY). 14. CONTRACTOR TO VERIFY WATER DEPTH AT MARKING LOCATIONS SHOWN PRIOR TO INSTALLING MARKING. DEPTH TO BE MEASURED 3'-0" PERPENDICULAR DISTANCE FROM POOL WALL. 15. � DENOTES WATER DEPTH AT THAT LOCATION. 16. COMPETITION POOL IS DESIGNED TO GENERALLY MEET NCAA SHORT COURSE DIMENSIONAL SPECIFICATIONS. 3 ! " VISIT o° co LL <1 a5= SMOOT, P.L_Cz)Lja WON UNITED POOL & SPA ASSOCIATION PA Florida Swimming Pool Association "A MEMBER I No. Revision/Issue Date XQN=U t W W = EI'1Cr'1EQ''�'tC� J Certificate of Authority No. 28177 Q 4337 PABLO OAKS CT., SUITE #101 o JACKSONVILLE, FL 32224 W Z PH 904-223-9773 FX 866-832-9236 a Z www.wetengineering.net W W Project Name and Address > POOL & FUTURE INTERACTIVE WATER o FEATURE CONSTRUCTION PLANS z Q _ ATLANTIC BEACH COUNTRY CLUB w O SHEET TITLE o ZERO ENTRY, WADING POOL & w FEATURE GEOMETRY PLAN U M W DESIGNED BY WTS W _ Cn N DRAWN BY En MAC Q CHECKED BY 0 co w WTS U z UJ If W Project Sheet 0 13046 0 a SP2e0 Date MAY 2014 0 Scale AS NOTED z o MA I M011VHS I 183iVM AR3 =ON L �gif s -w lKprojtects�2013"Projects\13046 Atlantic �each'Countr� C1ub\P1an_s\poo1 only\ Ivil UVVU 10 rur.pc:5 K NORTH /X\ SCALE: 1/4"= 1'-0" 0 2' 4' 8' 12' F11 4"11011 191111j" "'MI—IFI, 411 0. % �Ififitti L i REGISTERED ENGINEER /Vt a UNITED POOL & SPA ASSOCIATION I.Mm=_ 4C PA Florida Swimming Pool Association A MEMBER No. Revision/Issue Date t �ngir-��ing Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE COMPETITION POOL GEOMETRY PLAN DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date -MAY 2014 Scale -AS NOTED Sheet SP2el PAVER DECK (TYP.) ZERO ENTRY TRENCH DRAIN 27'-0" 10'-0" BACKSTROKE POST (TYP. 2) COPING EL. W� C.) Q W N Q W 3'-0" STARTING PLATFORM (TYP. 6) 0 8'-0" (TYP.) 1 OPE - W _ _ 1:10 °p�� oma - Lu F- o'= BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE RED ---------------------------------------------- 15'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" In 3'-0" 3'-0" 3'-0" T-0" 15'-0" o N�0 mQLu oOHd O W F-= 3 MQWd <CW _ lY= -W� �_ - �. 3: C) ?,D F -d SL�� <� - W 1--- o~w '.R FLOATING LINES SHALL BE BLUE/WHITE ONLY. 1:10 `� 0 N ct �1 SP2.1 SCALE: %4" = 1'-0" �Ls-wtglf1f\prqJects\2013 Projects\13046 Atlantic Beach Country Club\Plans\pool PAVER DECK (TYP.) R = 6" WHEN H = T-0" RADIUS VARIES 3'-0"< H R = 2'-6" WHEN H >= 5'-0 BACKSTROKE POST (TYP. 2) Cr- _ W F- in < w A SECTION SP2.0 SCALE: %4" = V-0" BLACK SLIP -RESISTANT 1'-0" CERAMIC TILE RACING LANE TARGETS (TYP.) UA 9! N& ,, 8'-0"e. Date, � 1! A CERAMIC TILE RACING LANE TARGETS (TYP.) B SECTION SP2.0 SCALE: %4" = V-0" 7r-1 01 R = 6" WHEN H = 3'-0" RADIUS VARIES 3'-0"< H <5'-0" R = 2'-6" WHEN H >= 5'-0" NOTE: POOL INTERIOR SURFACE TO BE COATED WITH CL INDUSTRIES CRYSTAL STONE AQUA BLUE PEARL C SECTION DRAIN (TYP, 2) SP2.1 SCALE: %4" = 1'-0" RED BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE RED ---------------------------------------------- 15'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" In 3'-0" 3'-0" 3'-0" T-0" 15'-0" _ Of 1:1 IL APPLIES TO LAP LANE DIVIDERS ONLY. ALL E � F '.R FLOATING LINES SHALL BE BLUE/WHITE ONLY. LANE LINE COLOR LAYOUT ct �1 SP2.1 SCALE: %4" = 1'-0" �Ls-wtglf1f\prqJects\2013 Projects\13046 Atlantic Beach Country Club\Plans\pool only\SP2.0 - SP2.3.dwg, 5/29/2014 8:57:45 AM, DWG To PDF.pc3 e4``�`eNyeeeaaataa arrrrrrrr®r'r®` ° ®A® 1t ■1 '� \ • VV • �� =� 1215 a � Of 1:1 � F REG EER ct UNITED POOL & SPA ASSOCIATION PA Florida Swimming Pool Association A MEMBER No. Revision/Issue Date X QXU t H W W _ Cn U) J Certificate of Authority No. 28177 < 4337 PABLO OAKS CT., SUITE #101 o JACKSONVILLE, FL 32224 z PH 904-223-9773 FX 866-832-9236 Of Z www.wetengineering.net w w Project Name and Address > POOL &FUTURE INTERACTIVE WATER w FEATURE CONSTRUCTION PLANS 0 Z Q ATLANTIC BEACH COUNTRY CLUB UJ m O SHEET TITLE o POOL SECTIONS U a w J Q U N DESIGNED BY W WTS W N DRAWN BY MAC 7D <CHECKED o BY L WTSLU U Z LU K Ui 0 Project 13046 Sheet 0 Q SP292 MAY 2014 U Z Scale Q AS NOTED 0 i • l/ No. 41215 T Sr - ' OF `�' A : �' ZE WILLIAM ��MOOT, P.E. LICENSE # 41215 REGISTERED ENGINEER also -A 0wo UNITED POOL & SPA ASSOCIATION c .M�o PA Florida Swimming Pool Association 1AAPA MEMBER No. Revision/Issue Date QN=U t �nging Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE FUTURE WADING POOL & WATER FEATURE SECTIONS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project Sheet 13046 Date MAY 2014 SP23 Scale AS NOTED 93�i$ 0— L —-- / —---/----- ---- / �— — — , MAT HLIN /16„ 0 / I } • o i r i 2"0 xx / 90_ L.F F 12"/ A,' '/// ' TRENCH DRAAI \ /X x i TOTAL POOL DATA \�� SURFACE AREA ..........5,635 FT .2 /\ \\ PERIMETER ......................393 FT. / �� % \ �,X/ / A VOLUME..................179,500 GAL. i TURNOVER RATE .........550 GPM TURNOVER TIME ....... 5.4 HOURS NUMBER OF INLETS................36 NUMBER OF MAIN DRAINS .......4 / BATHING LOAD .... 11O PERSONS ' GUTTER DRAINS......................36 POOL DATA (<1811 DEPTH) POOL DATA (>181' DEPTH) SURFACE AREA ..........1,035 FT .2 SURFACE AREA ..........4,600 FT .2 VOLUME ......................2,918 GAL. VOLUME .................. 173,782 GAL. / TURNOVER RATE ...........25 GPM TURNOVER RATE .........525 GPM / 2" 07 ADJ. FLOOR I c I SP4.0 INLET (TYP. 36) I — — —/ — — — — — — o / GUTTER PIPING SLOPED AT %" PER FT. GUTTER DRAIN W/ GRATE (TYP. 31) 6" CONCRETE SLAB -ON -GRADE W/ #4 @ 12" E.W. 2" 0 OVER COMPACTED FILL. T/SLAB VARIES. SEE DETAILS FOR WALL REINFORCEMENT SPEC WHICH VARIES WITH DEPTH. 12" x 12" MAIN DRAIN W/ VGB CERTIFIED 3" 0 COVER (TYP. 2) 3" 0 �I� V 6" 0 \ I, / / �Sa REINF. AROUND 2" 0 / �TyA OPENINGS PER / J 2/SP7.0 (TYP.) 2-0 2" 0---- \ / COMECHFLOOR PLANSOR INLETS (TYP.) —BUBBLER NOZZLE (TYP. 6) z 0 / ��llllllllllll v � 6„ 0 / 3" R OUT F M� RENC RAIN ( P. 5) TURNOVER TIME .........2 HOURS ' TURNOVER TIME ......5.5 HOURS NUMBER OF INLETS..................7 NUMBER OF INLETS ................ 29 NUMBER OF MAIN DRAINS .......2 , NUMBER OF MAIN DRAINS .......2 BATHING LOAD ........ 5 PERSONS '"� BATHING LOAD....105 PERSONS GUTTER DRAINS........................8 GUTTER DRAINS ...................... 28 2" 0 \ � "CONCRETE SLAB -ON -GRADE W/ #4 @ 12" E.W. \ \ \ VER COMPACTED FILL. T/SLAB VARIES. 6" 0 \ � S DETAILS FOR WALL REINFORCEMENT S C WHICH VARIES WITH DEPTH. Ii \ 1" 0 (TYP.) —I— REINF ROUND OP INGS PER \ /SP7.0 TYP. \ SHOWER 9" " MAIN RAIN (TYP. 2) 2" 0 L2" 0 SKIMMER 12 SP4.0 . z ADJ. WALL INLET 9 (TYP. 4, EVENLY SPACED) SP4.0 FUTURE WADING POOL VIEW / SCALE: %4" = V-0" , ZERO ENTRY AREA VIEW SCALE: %a" = V-0" i LEGEND --------- DRAIN PIPE =o 0 o EQUALIZER PIPE — FEATURE PIPE — — GUTTER/SKIMMER PIPE — - — - — - RETURN PIPE SUCTION PIPE VACUUM PIPE _w —w —w — WATER PIPE IW ATA PERIME .... ...................63 FT. FILTER, REA RTRIDG .....................450 FT.2 TURNOVER RATEOPERATING) ...... 50 GPM TURNOVER RAT PE TING) ............155 GPM TURNOVER E ...................... COLLEC TANK ...................... .....400 GAL. / NORTH SCALE: 1/4"= V-0" 0 2' 4' 8' 1; MULTI-PURPO ROOM j (6) %"0 FEATURE \ RETURN LINES V A\ \ \ 1%z"0 177. 0 If1%z II TOUCH PAD LOCATION �\ Z 1y2'. �\ \ \ / WATER ODYSSEY UIPMENT I \ ITEMS, WATER FEATU W174070, i SEE SHEET SP4.6 FOR MO INFO. FUTURE INTERACTIVE WATER FEATURE VIEW I SCALE: %4" = 1'-0" / I .!`\\CAt{{i�®0A A9111alllfl�lPq,� o 4� WA G POOL DATA T.2 SURFAC REA ........................7 PERIMETER .... ..................... .....32 FT. VOLUME .............. ................782 GAL. FILTER AREA (CART GE) ....200 FT.z TURNOVER RAT ........... .....50 G,PM TURNOVER E ..................>. 16 MIN. COLLIE R TANK..................15 AL. IW ATA PERIME .... ...................63 FT. FILTER, REA RTRIDG .....................450 FT.2 TURNOVER RATEOPERATING) ...... 50 GPM TURNOVER RAT PE TING) ............155 GPM TURNOVER E ...................... COLLEC TANK ...................... .....400 GAL. / NORTH SCALE: 1/4"= V-0" 0 2' 4' 8' 1; MULTI-PURPO ROOM j (6) %"0 FEATURE \ RETURN LINES V A\ \ \ 1%z"0 177. 0 If1%z II TOUCH PAD LOCATION �\ Z 1y2'. �\ \ \ / WATER ODYSSEY UIPMENT I \ ITEMS, WATER FEATU W174070, i SEE SHEET SP4.6 FOR MO INFO. FUTURE INTERACTIVE WATER FEATURE VIEW I SCALE: %4" = 1'-0" / I .!`\\CAt{{i�®0A A9111alllfl�lPq,� QN=U t � Ering Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE ZERO ENTRY, WADING POOL & FEATURE MECHANICAL PLAN DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SPIO o 4� 04 z�, - �- � :w 5 ;0 o O® M* gsiE. It Ikfgg614*4i15 REGISTERED ENGINEER so offiLl & UNITED POOL 8i SPA ASSOCIATION C� PA Florida Swimming Pool Association A MEMBER No. Revision/Issue Date QN=U t � Ering Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE ZERO ENTRY, WADING POOL & FEATURE MECHANICAL PLAN DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SPIO vi \ A/X\ <\ � 1\ / I �4, 0 i j / A aJ LFi SEE DETAIL 2/SP7.0 FOR TYP. REINF. @ WALL O PENETRATIONS (TYP.) / II L 10'-0" (TYP.) r 0 b) /7- - - -- �— — —� -- --T— /L FOR PIPE / CONTINUATION, .�-SEE SHEET SP3.2- GUTTER PIPING SLOPED AT /4�� PER FT. i I / / o _ _ 1 17Z i 8"0 —�— / � /� / r \X , 4" 0\ — —� / I - -°—/—I —'— —��— —J -- -- — —-- -- -- — — — -- ---- — n 12'-6" (TYP.) /' �--L— —� — MAT HLIN ' \ j' / ' / — — ��- =6°0—,/ / 3 0 (TYP.) �12 0 I 1 - 12" x 10" WYE \ 1 - 10" 45° BEND 1 - 12" x 10" REDUCER 0 0 1 10'.0 6" CONCRETE SLAB -ON -GRADE W/ #4 @ 12" E.W. OVER COMPACTED FILL. T/SLAB VARIES. SEE DETAILS FOR WALL REINFORCEMENT SPEC WHICH VARIES WITH DEPTH. 101 2" 0 (TYP.) 2 - 10" 45° BENDS 2" 0 (TYP.) REINF. AROUND OPENINGS PER 2/SP7.0 (TYP.)- 3" 0 (TYP.) 25-0" (TYP.) !T\\7- -t ------------ O 0+ O Nj •° .w > _ ; a 0 _ : co :z 1 O sib `-18" x 18" MAIN DRAIN (TYP. 2) I' 2" 0 (TYP.) r 3" 0 (TYP.) 0 — -- - — - — - — - — - —� 101 2"0/ / I I. I / NORTH / SCALE: 1/4 V-0 0 2' 4' 8' 12' 15'-0 (TYP.) 15-0" (TKP.) 12'-6" (TYP.) GUTTER DRAIN , W/ GRATE (TYP. 31) 2., 0 7 ADJ. FLOOR — %— I \1 SP4.0 INLET (TYP. 36)77 / T .- �. C) I / / / I GUTTER PIPING o SLOPED AT %4' PER FT. / 2' i / TOTAL POOL DATA SURFACE AREA ..........5,635 FT .2 PERIMETER ......................393 FT. VOLUME..................179,500 GAL. TURNOVER RATE ........ 550 GPM TURNOVER TIME ....... 5.4 HOURS NUMBER OF INLETS................36 NUMBER OF MAIN DRAINS .......4 BATHING LOAD .... 11C PERSONS GUTTER DRAINS......................36 POOL DATA (<18" DEPTH) SURFACE AREA ..........1,035 FT .2 VOLUME ......................2,918 GAL. TURNOVER RATE ...........25 GPM TURNOVER TIME .........2 HOURS NUMBER OF INLETS..................7 NUMBER OF MAIN DRAINS .......2 BATHING LOAD ........ 5 PERSONS GUTTER DRAINS........................8 POOL DATA (>18" DEPTH) SURFACE AREA ..........4,600 FT .2 VOLUME..................173,782 GAL. TURNOVER RATE .........525 GPM TURNOVER TIME ......5.5 HOURS NUMBER OF INLETS................29 NUMBER OF MAIN DRAINS .......2 BATHING LOAD .... 105 PERSONS GUTTER DRAINS......................28 �a�+c3Fiss�a�9aFs,9A>�� 0+ Nj •° .w > _ ; a 0 _ : co :z 1 O sib ��s � °°• o. `tee S (JPP.E. 'P__nlSLt9 1215 REGISTERED ENGINEER / UNITED POOL $ SPA ASSOCIATION C� Florida Swimming Pool Association A MEMBER No. Revision/Issue Date LU LU W co E �Ti1 9 U) Certificate of Authority No. 28177 Q 4337 PABLO OAKS CT., SUITE #101 o JACKSONVILLE, FL 32224 UJ Z PH 904-223-9773 FX 866-832-9236 a- Z www.wetengineering.net w W Project Name and Address �a�+c3Fiss�a�9aFs,9A>�� 0+ Nj •° .w > _ ; a 0 _ : co :z 1 O sib ��s � °°• o. `tee S (JPP.E. 'P__nlSLt9 1215 REGISTERED ENGINEER UNITED POOL $ SPA ASSOCIATION C� Florida Swimming Pool Association A MEMBER No. Revision/Issue Date LU LU W co E �Ti1 9 U) Certificate of Authority No. 28177 Q 4337 PABLO OAKS CT., SUITE #101 o JACKSONVILLE, FL 32224 UJ Z PH 904-223-9773 FX 866-832-9236 a- Z www.wetengineering.net w W Project Name and Address a > POOL &FUTURE INTERACTIVE WATER 0 FEATURE CONSTRUCTION PLANS J a x ATLANTIC BEACH COUNTRY CLUB W M SHEET TITLE o COMPETITION POOL W MECHANICAL PLAN Q U a x N W DESIGNED BY WTS W N DRAWN BY MAC cCHECKED o BY U) W WTS U Z W W 0 Project 13046 Sheet Date 2014 0 < SP11 <MAY Scale AS NOTED z o VACUUM LINE FROM COMPETITION POOL MAIN DRAIN LINE FROM COMPETITION POOL Y� N, \\ \ N— EQUALIZER LINE TO COMPETITION POOL TER — — — — — — — — --- — — — - -- — GUTTER LINE FROM COMPETITION POOL -7 - 2" O +- W - \ COMPETITION POOL �\ RECIRCULATION \ FILTRATION SYTEM r 2" 0 2"0 4"0 \\ , 2" 01 02/2' O 2" — I -- — — .. ��— I 4 � II I. COLLECTOFZ TANK 5 SP4.1 , WATER FILL LINE I �" --cl]� I O \ i O \ I 1 16„ 0 AI —� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 4" 0 6" O 3„ O 10,10 I ---1 3" —1 - - -- -j\\-6" � - _ 6" O \ I�-------------------------------------� LEGEND --------- DRAIN PIPE �o o EQUALIZER PIPE — - - - — — FEATURE PIPE GUTTER/SKIMMER PIPE - - — - — - - RETURN PIPE SUCTION PIPE - - VACUUM PIPE —w —w —w — WATER PIPE 00-11 /X OAKin I WATER FILL LINE FEATURE RETURN 'RETURN LINE TO LINE TO ZERO COMPETITION POOL/ W W W - W -- \ W - W — W W W W W W W W ENTRY AREA --------ZERO ENTRY AREA 6" 0 I � - - - - 7 7 1 CL I MAIN DRAIN LINE FROM I �- -� _ FUTURE INTERACTIVE III WATER FEATURE III I ``� F -W - - - I I I I III I II I V B ✓ � I II III L II1 I I 111 1 Io4 \I \V \ \ 1%" 0 FEATURE II 1_ 1— r pH p�4,0 RETURN O / I awV �S osrUTURE INTERACTIVE Xvw wd0 B9l III C WATER FEATURE I II t" I �' `� \ \ _ _ —......—..L0 I I �—�--� I I II L _ ----J I ... ..—.........—...—...... _ III _ I 111 V_ __\J `——...—...—...... ... .... . _ - I III L_---- -- I i `-EQUALIZER LINE TO FUTURE WADING POOL I I I `-MAIN DRAIN ILINE FROM FUTURE WADING POOL SKIMMER LINE FROM FUTURE WADING POOL RETURN LINE TO FUTURE WADING PMOL COORDINATE WITH CIVIL PLANS TO CONNECT TO POTABLE WATER FUTURE INTERACTIVE WATER FEATURE RECIRCULATION FILTRATION SYTEM FUTURE WADING POOL RECIRCULATION FILTRATION SYTEM \2'1 O — i NORTH SCALE: 1/2"= V-0" 0 1' 2' 4' 6' CANNED Date: F-------------- I I I I W • L i VACUUM LINE FROM COMPETITION POOL MAIN DRAIN LINE FROM COMPETITION POOL Y� N, \\ \ N— EQUALIZER LINE TO COMPETITION POOL TER — — — — — — — — --- — — — - -- — GUTTER LINE FROM COMPETITION POOL -7 - 2" O +- W - \ COMPETITION POOL �\ RECIRCULATION \ FILTRATION SYTEM r 2" 0 2"0 4"0 \\ , 2" 01 02/2' O 2" — I -- — — .. ��— I 4 � II I. COLLECTOFZ TANK 5 SP4.1 , WATER FILL LINE I �" --cl]� I O \ i O \ I 1 16„ 0 AI —� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 4" 0 6" O 3„ O 10,10 I ---1 3" —1 - - -- -j\\-6" � - _ 6" O \ I�-------------------------------------� LEGEND --------- DRAIN PIPE �o o EQUALIZER PIPE — - - - — — FEATURE PIPE GUTTER/SKIMMER PIPE - - — - — - - RETURN PIPE SUCTION PIPE - - VACUUM PIPE —w —w —w — WATER PIPE 00-11 /X OAKin I WATER FILL LINE FEATURE RETURN 'RETURN LINE TO LINE TO ZERO COMPETITION POOL/ W W W - W -- \ W - W — W W W W W W W W ENTRY AREA --------ZERO ENTRY AREA 6" 0 I � - - - - 7 7 1 CL I MAIN DRAIN LINE FROM I �- -� _ FUTURE INTERACTIVE III WATER FEATURE III I ``� F -W - - - I I I I III I II I V B ✓ � I II III L II1 I I 111 1 Io4 \I \V \ \ 1%" 0 FEATURE II 1_ 1— r pH p�4,0 RETURN O / I awV �S osrUTURE INTERACTIVE Xvw wd0 B9l III C WATER FEATURE I II t" I �' `� \ \ _ _ —......—..L0 I I �—�--� I I II L _ ----J I ... ..—.........—...—...... _ III _ I 111 V_ __\J `——...—...—...... ... .... . _ - I III L_---- -- I i `-EQUALIZER LINE TO FUTURE WADING POOL I I I `-MAIN DRAIN ILINE FROM FUTURE WADING POOL SKIMMER LINE FROM FUTURE WADING POOL RETURN LINE TO FUTURE WADING PMOL COORDINATE WITH CIVIL PLANS TO CONNECT TO POTABLE WATER FUTURE INTERACTIVE WATER FEATURE RECIRCULATION FILTRATION SYTEM FUTURE WADING POOL RECIRCULATION FILTRATION SYTEM \2'1 O — i NORTH SCALE: 1/2"= V-0" 0 1' 2' 4' 6' CANNED Date: F-------------- I I I I amu E v-�ing Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE EQUIPMENT AREA MECHANICAL PLAN DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP3e2 W • L V�%I��NMNiIT11 Wt9'bT, P.E. LICENSE # 41215 REGISTERED ENGINEER I cl mlaffiL 96 UNITED POOL & SPA ASSOCIATION PA Florida Swimming Pool Association A MEMBER zt REVISED PER A.B. COMMENTS 12/26/13 No. Revision/Issue Date amu E v-�ing Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE EQUIPMENT AREA MECHANICAL PLAN DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP3e2 STAINLESS 6" x 6" BULLNOSE TILE ON GUTTER LIP. CONTRACTOR MAY SUBSTITU STEEL HANDRAIL WITH OWNER AND ENGINEER APPROVAL. MIN. 2" TILE ON POOL WALL REQUIRED. GUTTER LIP TILE TO BE NON-SKID WHERE USED AS A STE _ 2 CONTRASTING DARK COLORED TILE (TYP.) IF BULLN z_ 1'-0" 1'-0" TILE IS USED, WIDTH MAY BE REDUCED TO %" AT THE BEAM GUTTER HORIZONTAL SURFACE AND 2" SEGMENT ON THE (TYP.)(TYP.) VERTICAL SURFACE. (TILE SHALL BE SLIP -RESISTANT) N r DISTANCE FROM STEP EDGE TO HANDRAIL TO BE 28" (MIN.) cfl o I - ', 4" SAND 1'-0" 1'-0" BEAM GUTTER (TYP.) (TYP.) POOL DECK, REFER TO HARDSCAPE PLANS FOR SPECIFICATIONS. - z" EXPANSION JOINT LIGHT FIXTURE & NICHE TILE DEPTH MARKER LOCATION \7NWL WALL SECTION & GUTTER DETAIL SCALE: N.T.S. PAVER POOL DECK\ SLOPE -2%-4% U-0" R=6"WHEN H=3'-0" RADIUS VARIES 3'-0"< H <5'-0" R = 2'-6" WHEN H >= 5'-0" POOL FINISH, WALLS & FLOOR -SEE STRUCTURAL PLANS FOR MORE INFORMATION 12" N \ 10" 1 13Y32" COPING BEYOND POOL FINISH PAVERS MORTARED / TO SHELL PER HARDSCAPE PLANS DROP PIPE SEE STRUCTURAL PLANS INSTALL SLIP RESISTANT 2" x 2" WHITE TILE AT EDGE OF GRATING ALONG ENTIRE LENGTH OF ZERO ENTRY ASA FIBERGLASS TROUGH W/ NON-SKID PVC GRATING 3 TYPICAL ZERO ENTRY SECTION SP2.0 SCALE: %" PAVER POOL DECK NO PART OF THE CUP ANCHOR SHALL PROTRUDE INTO POOL RECESSED WATER LEVEL CUP ANCHOR i LANE MARKER ,CABLE OR FLOATS POOL WALL LANE ANCHOR AND FLOATING LANE MARKER DETAIL SCALE: N.T.S. ESCUTCHEON PLATE (TYP.) -G RABRAI L 3" M!N. NOTE: INSTALL RAILS SO AS 6" TO ENSURE 4'0" MIN. FREE DECK SPACE BEHIND RAIL. CHOR (TYP.) ATER LEVEL (MAX.) 12" TREAD WIDTH: 5" MIN. (MAX.) TREAD LENGTH: 12" MIN. 12" (MAX.) SLIP RESISTANT RECESSED STEP (TYP. OF 3) CESSED STEPS AND GRAB RAIL DETAIL SCALE: N.T.S. 2'-729/,zq 6 GRABRAIL DETAIL '2.0 SCALE: N.T.S. 2" GREATER THAN INLET DIAMETER ADJUSTABLE FLOOR INLET. NON -SHRINK GROUT / AFTER FULL CLOSE, BACK OPEN 1/2 TURN. (FLOOR INLETS SHALL POOL FINISH BE FLUSH WITH POOL FLOOR.) e d e d: a d ° a� •d.: d_ .p .dd 9 A. •°: 'a .�. � �� a.. ., a _ c • d .° `• •a d e .y •.d a. A • d A da.d. a. WATER STOP FLANGE ° ..da INLET PIPING NOTE: SEE STRUC. DRAWINGS FOR CONDITION OF SHELL AT INLET. 7 POOL FLOOR INLET DETAIL SP3.0 N. T. S. 1 1/2" N.P.T. STAINLESS STEEL NOZZLE INSERT WITH 1/8 BORE SHOWER PATTERN 1 1/2" N.P.T. MALE ADAPTOR BY INSTALLING CONTRACTOR s BUBBLER NOZZLE SP3.0 SCALE: 1/4" = 1'-0" INSTALLING CONTRACTOR TO BOND WITH #8 SOLID AWG COPPER WIRE 6 b6 9 TYPICAL INLET FITTING DETAIL SP3.1 SCALE: N.T.S. 1 1/2" FEED - NOT USED -- SCALE: N.T.S. BACKWASH OR WASTE LINES TO DISCHARGE TO STORM OR SANITARY SEWER SYSTEM THROUGH 6" MINIMUM AIR GAP OVERFLOW LINE Z CONNECTION OR (TIE IN TO STORM/SANITARY SEWER LINE) STORM SEWER INLET STRUCTURE OR LARGE PIPE 10 TYPICAL AIR GAP DETAIL 'SP 3.2 SCALE: N.T.S. SIGNAL FROM WATER LEVEL CONTROL BOX CONTROLBOX SENSOR HEAD 1" PVC CUT TO LENGTH EQUIP. ROOM FLOOR SLIP SENSOR OPERATING WATER LEVEL 2" STILLING LINE FROM POOL NOTE: SET CONTROLLER AT NORMAL WATER LEVEL, I.E. ALL PUMPS RUNNING 11 WATER LEVEL SP3.2 CONTROLLER INSTALLATION SCALE: 3/4" = V-0" PROPOSED GRADE \�\ BY OTHERS TO STORM OR SANITARY SEWER SYSTEM P -TRAP REQUIRED FOR SANITARY LINES SOLENOID VALVE POTABLE WATER TO COLLECTOR TANK. REFER TO SCHEMATIC SHEET FOR SIZE COLLECTOR TANK WALL NWL = SEE POOL PLANS z N - NOTE: INSTALL LINE LEVEL OR RUN UP -HILL FROM POOL TO PREVENT AIR LOCK t #ti�dKe,y,.aTas,.: OR PER r C:) w a - uJ d ®. ) Y k4 C -D ''�� ••��• o REG ? '__�J!gsa UNITED POOL & SPA ASSOCIATION MFR SPEC. Florida Swimming Pool Association A MEMBER No. Revision/Issue Date #8 COPPER - IY GROUND WIRE IN > o ACCORDANCE W/ a �, THE NATIONAL o ELECTRIC CODE w o// o w � ANCHOR SLEEVE & r Q ESCUTCHEON PLATE POUR CONCRETE W STRIP FOR LADDER " - Of ANCHORS. CONTINUE PAVERS BEYOND. 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1-0" SEE STRUCTURAL PLANS NOTE: 1. INTERMEDIATE STEPS SHALL HAVE UNIFORM TREADS AND RISERS, 1 STEP SECTION 2. BOTTOM STEP HEIGHT TO VARY BASED ON SP2.1 ELEVATION. MAX. HEIGHT SHOWN IN SECTION. SCALE: %2" = 1'-0" 1'-0" 1'-0" BEAM GUTTER (TYP.) (TYP.) POOL DECK, REFER TO HARDSCAPE PLANS FOR SPECIFICATIONS. - z" EXPANSION JOINT LIGHT FIXTURE & NICHE TILE DEPTH MARKER LOCATION \7NWL WALL SECTION & GUTTER DETAIL SCALE: N.T.S. PAVER POOL DECK\ SLOPE -2%-4% U-0" R=6"WHEN H=3'-0" RADIUS VARIES 3'-0"< H <5'-0" R = 2'-6" WHEN H >= 5'-0" POOL FINISH, WALLS & FLOOR -SEE STRUCTURAL PLANS FOR MORE INFORMATION 12" N \ 10" 1 13Y32" COPING BEYOND POOL FINISH PAVERS MORTARED / TO SHELL PER HARDSCAPE PLANS DROP PIPE SEE STRUCTURAL PLANS INSTALL SLIP RESISTANT 2" x 2" WHITE TILE AT EDGE OF GRATING ALONG ENTIRE LENGTH OF ZERO ENTRY ASA FIBERGLASS TROUGH W/ NON-SKID PVC GRATING 3 TYPICAL ZERO ENTRY SECTION SP2.0 SCALE: %" PAVER POOL DECK NO PART OF THE CUP ANCHOR SHALL PROTRUDE INTO POOL RECESSED WATER LEVEL CUP ANCHOR i LANE MARKER ,CABLE OR FLOATS POOL WALL LANE ANCHOR AND FLOATING LANE MARKER DETAIL SCALE: N.T.S. ESCUTCHEON PLATE (TYP.) -G RABRAI L 3" M!N. NOTE: INSTALL RAILS SO AS 6" TO ENSURE 4'0" MIN. FREE DECK SPACE BEHIND RAIL. CHOR (TYP.) ATER LEVEL (MAX.) 12" TREAD WIDTH: 5" MIN. (MAX.) TREAD LENGTH: 12" MIN. 12" (MAX.) SLIP RESISTANT RECESSED STEP (TYP. OF 3) CESSED STEPS AND GRAB RAIL DETAIL SCALE: N.T.S. 2'-729/,zq 6 GRABRAIL DETAIL '2.0 SCALE: N.T.S. 2" GREATER THAN INLET DIAMETER ADJUSTABLE FLOOR INLET. NON -SHRINK GROUT / AFTER FULL CLOSE, BACK OPEN 1/2 TURN. (FLOOR INLETS SHALL POOL FINISH BE FLUSH WITH POOL FLOOR.) e d e d: a d ° a� •d.: d_ .p .dd 9 A. •°: 'a .�. � �� a.. ., a _ c • d .° `• •a d e .y •.d a. A • d A da.d. a. WATER STOP FLANGE ° ..da INLET PIPING NOTE: SEE STRUC. DRAWINGS FOR CONDITION OF SHELL AT INLET. 7 POOL FLOOR INLET DETAIL SP3.0 N. T. S. 1 1/2" N.P.T. STAINLESS STEEL NOZZLE INSERT WITH 1/8 BORE SHOWER PATTERN 1 1/2" N.P.T. MALE ADAPTOR BY INSTALLING CONTRACTOR s BUBBLER NOZZLE SP3.0 SCALE: 1/4" = 1'-0" INSTALLING CONTRACTOR TO BOND WITH #8 SOLID AWG COPPER WIRE 6 b6 9 TYPICAL INLET FITTING DETAIL SP3.1 SCALE: N.T.S. 1 1/2" FEED - NOT USED -- SCALE: N.T.S. BACKWASH OR WASTE LINES TO DISCHARGE TO STORM OR SANITARY SEWER SYSTEM THROUGH 6" MINIMUM AIR GAP OVERFLOW LINE Z CONNECTION OR (TIE IN TO STORM/SANITARY SEWER LINE) STORM SEWER INLET STRUCTURE OR LARGE PIPE 10 TYPICAL AIR GAP DETAIL 'SP 3.2 SCALE: N.T.S. SIGNAL FROM WATER LEVEL CONTROL BOX CONTROLBOX SENSOR HEAD 1" PVC CUT TO LENGTH EQUIP. ROOM FLOOR SLIP SENSOR OPERATING WATER LEVEL 2" STILLING LINE FROM POOL NOTE: SET CONTROLLER AT NORMAL WATER LEVEL, I.E. ALL PUMPS RUNNING 11 WATER LEVEL SP3.2 CONTROLLER INSTALLATION SCALE: 3/4" = V-0" PROPOSED GRADE \�\ BY OTHERS TO STORM OR SANITARY SEWER SYSTEM P -TRAP REQUIRED FOR SANITARY LINES SOLENOID VALVE POTABLE WATER TO COLLECTOR TANK. REFER TO SCHEMATIC SHEET FOR SIZE COLLECTOR TANK WALL NWL = SEE POOL PLANS z N - NOTE: INSTALL LINE LEVEL OR RUN UP -HILL FROM POOL TO PREVENT AIR LOCK t #ti�dKe,y,.aTas,.: anginTErincJ Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER' FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE POOL DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP4e0 `nLL ® vL� r C:) w a - uJ d ®. ) Y k4 C -D ''�� ••��• fER REG ? '__�J!gsa UNITED POOL & SPA ASSOCIATION PAv Florida Swimming Pool Association A MEMBER No. Revision/Issue Date anginTErincJ Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER' FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE POOL DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP4e0 1 NOT USED SP3.2 SCALE: N.T.S. COMPUTER MONITORING COMPUTER / DA CHEMICAL CONTROLLER TO ACID PUMP _ BY CONTRACTOR DISINFECTION SYSTEM BY CONTRACTOR FIELD WIRED TO CONTROLLER 3/4" UNION 1 (TYPICAL 3 PLACES) ROTARY FLOW SENSOR (SEE NOTE 2) 1" SUPPLY LINE FROM FILTER REDUCER °O o 0 3/4" Y STRAINER 2 CHEMICAL CONTROLLER SP3.2 SCALE: NTS WET CELL PHONE LINE p„ -115V DEDICATED CIRCUIT - WITH GFI REFER TO ELECTRICAL DRAWINGS INTERLOCK WITH AUXILIARY CONTACTS OF POOL RECIRCULATION PUMP(S) REMOVABLE pH AND ORP PROBES - PLUG PORT TO CALIBRATE PROBE PRESSURE GAUGE �-THROTTLING VALVES 1_1"TO RETURN LINE 3/4" BALL VALVE (TYPICAL 3 PLACES) NOTES: 1. ACTUAL INSTALLATION MAY VARY. 2. CAN BE OMITTED IF SIGNAL FROM ELECTRONIC FLOW METER IS AVAILABLE. WATER TEST PORT, PROVIDE FLEXIBLE TUBING CLAMPED TO WALL TO 24" ABOVE SINK IF AVAILABLE IN FILTER ROOM 5 x D —1_ 10xD D = DIAMETER OF PIPE I YL/"ll\LV 1 1 11 1 IIV 3 PITOT TUBE FLOW METER SP3.2 SCALE: NTS IVLf11\LJI I II IIIVV CHI DRUM 01 111 PVC C( (T) %i kI r I-- INJECTOR TUBING IDE PVC PER _CIFICATIONS =MICAL FEEDER E PER POOL) QIP SHELF COMBINATION STRAINER' FOOT VALVE (TYPICAL) s NOTE: ALL PIPE AND FITTINGS ARE NON-METALLIC WITH S/S FASTENERS TYPIrAI rHFMIr.AI gTOPArp: npi inn nR TONIV SCALE: NTS FLEX COUPLING PRESSURE GAUGE WITH STOP COCK-\ BUTTERFLY VALVE (NOT INSTALLED ON \ SELF -PRIMING PUMPS WHICH ARE NOT FLOODED -SUCTION) (U.N.O.) 5” PIPE: DIA. MIN. WATER SEAL BUTTERFLY VALVE (ALL PUMPS) CHECK VALVE (ALL PUMPS) CONCENTRIC CENTRIFUGAL PUMP WITH S/S ANCHOR BOLTS ,REDD66ER FIBERGLASS- STRAINER WITH INTEGRAL ECCENTRIC /CONCRETE PAD REDUCER (U.N.O.) COMPOUND GAUGE WITH STOP CONCRETE COCK AT PUMP FLANGE GAUGE PAD TAPPING (TYPICAL) NOTE: 1. IF REDUCER IS INSTALLED ON PUMP SUCTION, USE ECCENTRIC REDUCER. 6 TYPICAL PUMP DETAIL SP3.2 SCALE: NTS 6" SUCTION C" r ELEV. "A" PLAN VIEW uvnoAI a 1t' COMPETITION POOL COLLECTOR TANK DETAIL SCALE: NTS 1/2" SPIG x 3/8" REDUCING BUSH VENT TO ATMOSPHERE 3/8" TUBING x 3/8" Mf COMPRESSION FITT (NOT MODIFI (2)ACID DISTRIBUTION SP3.2)SCALE: NTS 3/8" O.D. POLY TUBING 3/8" TUBING x 3/8" MNPT COMPRESSION FITTING - MODIFY TO ALLOW POLY TUBING TO BE SLIPPED THROUGH FITTING (FIELD VERIFY) 1/2" SPIG x 3/8" FPT REDUCING BUSHING 1/2" TEE HALF NIPPLE GLUED INTO 1/2" TEE 2" SPIG PLUG - DRILL AND TAP FOR 112" NPT 2" MALE ADAPTER 3" OVERFLOW W/CHECK VALVE 115V CIRCUIT FROM CHEMICAL CONTROLLER 7- r17 � CT70OLP 4""0449� f ATLANTIC BEACH C.CLUB POOL QUOTE #24025 700 GALLON FIBERGLASS COLLECTOR TANK 48" 8 TYPICAL CHEMICAL PUMP SP3.2 SCALE: N.T.S. 2.5" VACUUM TO FILTER SUCTION SWEEP 90° ELBOW CHEMICAL FEEDER TUBING, TUBE ENCASED IN SCH. 40 PVC PIPE WITH SWEEP FITTINGS S/S BOLT,NUT, AND WASHER ONE PIECE LAMINATED FIBERGLASS OR S/S ANGLE /-1/4-20 x 2" LG HHCS, 18-8 WITH S/S 1/4-20 S/S ANCHOR, TYPICAL FOUR (4) PLACES T ACID DRUM VENT/CHECK VALVE BY CONTRACTOR -FROM ACID DRUM OR CARBOY FOOT VALVE AND STRAINER REQUIRED /-ACID DRUM(S) OR CARBOY(S) TWO DRUM MODULAR SPILL PLATFORM EAGLE II MODEL 1632 OR EQUAL m N O Z=Z COMBINATION SWITCH/ O o RECEPTACLE (OR ORP 11 — FQ CONTROLLER PIGTAIL) UNITED POOL $ SPA ASSOCIATION cPA Florida Swimming Pool Association A NOTES: 0 0 1. ALL NON-METALLIC PIPE AND o Date 0 FITTINGS WITH S/S FASTENERS. 2. ALL CHEMICAL FEED BALL O i VALVES SHALL BE VENTED w TYPE. > 3. CEMENT USED FOR CHEMICAL m PIPING MUST BE LABELED FOR < SUCH USE. 4. ALTERNATE MOUNTING: INSTALL VERTICALLY ON MOUNTING Z BOARD WITH MANUFACTURER SUPPLIED BASE PLATE. o 8 TYPICAL CHEMICAL PUMP SP3.2 SCALE: N.T.S. 2.5" VACUUM TO FILTER SUCTION SWEEP 90° ELBOW CHEMICAL FEEDER TUBING, TUBE ENCASED IN SCH. 40 PVC PIPE WITH SWEEP FITTINGS S/S BOLT,NUT, AND WASHER ONE PIECE LAMINATED FIBERGLASS OR S/S ANGLE /-1/4-20 x 2" LG HHCS, 18-8 WITH S/S 1/4-20 S/S ANCHOR, TYPICAL FOUR (4) PLACES T ACID DRUM VENT/CHECK VALVE BY CONTRACTOR -FROM ACID DRUM OR CARBOY FOOT VALVE AND STRAINER REQUIRED /-ACID DRUM(S) OR CARBOY(S) TWO DRUM MODULAR SPILL PLATFORM EAGLE II MODEL 1632 OR EQUAL amu t EnginE�ri-ng Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER' FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE POOL DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP4el N O Z=Z JJ o O o WI141 Q �1'```E. r LICENSE # 41215 REGISTERED ENGINEER FQ UP 0 UNITED POOL $ SPA ASSOCIATION cPA Florida Swimming Pool Association A MEMBER No. Revision/Issue Date amu t EnginE�ri-ng Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER' FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE POOL DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP4el F�,,,-rlw lr+ TI Ilnl/Alrnn nil 1' #3 DOV INTO BE ^" 1NCHOR PLAN STANDARD RAIL ANCHOR FOOTING DETAIL SCALE: N.T.S. 12" 1 12" NOTE: REFER TO MFR. SPECIE ATI NS FOR ANCHOR INSTALLAT N INSTRUCTIONS 2 IGAT 180 ADA LIFT DETAIL 2.1 SCALE: N.T.S. 0 EYEBOLT O •1 BRONZE ANCHOR SOCKET BONDING LUG PARTIAL PLAN VIEW OF POOL CORNER BACKSTROKE MARKER POST DETAIL SCALE: N.T.S. SEE MECH. DETAILS FOR STANDARD FOOTING )ST C°/C 0l11 T ALSE START STANCHION DETAIL SCALE: N.T.S. SEE MECH. DETAILS FOR STANDARD FOOTING REMOTE CHEMICAL CROCK - 15 GALLON IMPORTANT SAFETY INSTRUCTIONS WHEN INSTALLING AND USING THIS SAFETY EQUIPMENT, BASIC SAFETY PRECAUTIONS SHOULD ALWAYS BE FOLLOWED, INCLUDING THE FOLLOWING: 1. READ AND FOLLOW ALL MANUFACTURERS OPERATION AND SAFETY INSTRUCTIONS. 2. WARNING -TO REDUCE THE RISK OF INJURY, DO NOT PERMIT CHILDREN TO USE THIS PRODUCT UNLESS THEY ARE CLOSELY SUPERVISED AT ALL TIMES. 3. SAVE THESE INSTRUCTIONS. VAK PAK REMOTE CHEMICAL CROCKS ARE MADE OF REINFORCED VINYLESTER FIBERGLASS RESIN AND ARE DESIGNED TO WITHSTAND HIGH EXTERNAL WATER TABLE PRESSURES WHEN BURIED AS RECOMMENDED. THE USE OF SOLID CHEMICAL SUBSTITUTES SUCH AS ISOCYANARIC STICKS OR TABLETS WHICH ARE DESIGNED TO DESOLVE IN WATER ARE NOT RECOMMENDED. THESE PRODUCTS ARE CALCIUM BASED AND TEND TO BLOCK OR GUM UP THE CHEMICAL FEED PUMP SUCTION TUBES AND STRAINERS. VAK PAK RECOMMENDS A 1 PART LIQUID CHLORINE TO 5 PARTS WATER MIXTURE TO CROCKS INTENDED FOR USE AS ORP TYPE CHEMICAL CONTAINERS. USE ONLY SODIUM HYPOCHLORITE (LIQUID BLEACH). CONSULT WITH A CERTIFIED POOL SERVICE PROFESSIONAL OR CONTACT VAK PAK, INC. BEFORE SUBSTITUTING ANY OTHER CHEMICAL FOR THE RECOMMENDED MIXTURE OF SODIUM HYPOCHLORITE. VAK PAK RECOMMENDS A 1 PART LIQUID MURIATIC ACID TO 10 PARTS WATER MIXTURE TO CROCKS INTENDED TO BE USED TO HOLD PH CONTROL CHEMICALS, CONSULT WITH A CERTIFIED POOL SERVICE PROFESSIONAL OR CONTACT VAK PAK, INC. BEFORE SUBSTITUTING ANY OTHER CHEMICAL FOR THE RECOMMENDED MIXTURE OF MURIATIC ACID AND WATER. BOTTOM INSIDE 15J¢" LOCKABLE EDGE OF TANK HINGED LID TOP INSIDE N EDGE OF TANK SIDE DETAIL ' (uD) 14" PLAN VIEW LABEL DETAIL / �PLAN VIEW (LID)Or �J v (WITHOUT LID) 1/2" COUPLING pH CROCK V 15 GALLON CAPACITY USE 1016 LIQUID MURIATIC ACID TO A Irl C . . CA WXTTION f« CAuna+ DANGIDC CHEMICAL REACTIONS CAN OCOUR IF MURIATIC ACID IS COMMERCIAL FILTRATION/RECIRCULATION/DISPLAY SYSTEMS MIXED WITH SODIUM HYPOCHLORITE P.O. BOX 3264 JACKSONVILLE, FLORIDA 32206 26" (904) 353-4403 N (CL2 LABEL) CL2 CROCK 15 GALLON CAPACITY USE 20X LIWID SODIUM HYPOCHLORIIE TD WATERMIXTURE CAUTION 10" 10" DANGEROUS CHEMICAL REACTIONS CAN OCCUR IF MURIATIC ACID IS MIXED WITH SODIUM HYPOCHLORITE FRONT ELEVATION FRONT ELEVATION (WITHOUT LID) (WITH LID) 6_'�IWF & WADING POOL CHEMICAL CROCK (15 GALLON) SCALE: N.T.S. EXTE TO COQ PA`v 4'-0" PROVIDE ADDITIONAL #3 BARS ADJACENT TO EACH ANCHOR. REFER TO STRUCTURAL PLANS FOR BAR SPEC. 5 STARTING PLATFORM DETAIL SP2.1 SCALE: 1" = T-0" T PLATFORM FRONT JSH WITH GUTTER LIP PROVIDE ADDITIONAL #3 BARS AT EACH ANCHOR. REFER TO STRUCTURAL PLANS FOR BAR SPEC. REMOTE CHEMICAL CROCK - 30 GALLON IMPORTANT SAFETY INSTRUCTIONS WHEN INSTALLING AND USING THIS SAFETY EQUIPMENT, BASIC SAFETY PRECAUTIONS SHOULD ALWAYS BE FOLLOWED, INCLUDING THE FOLLOWING: 1. READ AND FOLLOW ALL MANUFACTURERS OPERATION AND SAFETY INSTRUCTIONS. 2. WARNING -TO REDUCE THE RISK OF INJURY, DO NOT PERMIT CHILDREN TO USE THIS PRODUCT UNLESS THEY ARE CLOSELY SUPERVISED AT ALL TIMES. 3. SAVE THESE INSTRUCTIONS. VAK PAK REMOTE CHEMICAL CROCKS ARE MADE OF REINFORCED VINYLESTER FIBERGLASS RESIN AND ARE DESIGNED TO WITHSTAND HIGH EXTERNAL WATER TABLE PRESSURES WHEN BURIED AS RECOMMENDED. THE USE OF SOLID CHEMICAL SUBSTITUTES SUCH AS ISOCYANARIC STICKS OR TABLETS WHICH ARE DESIGNED TO DESOLVE IN WATER ARE NOT RECOMMENDED. THESE PRODUCTS ARE CALCIUM BASED AND TEND TO BLOCK OR GUM UP THE CHEMICAL FEED PUMP SUCTION TUBES AND STRAINERS. VAK PAK RECOMMENDS A 1 PART LIQUID CHLORINE TO 5 PARTS WATER MIXTURE TO CROCKS INTENDED FOR USE AS ORP TYPE CHEMICAL CONTAINERS. USE ONLY SODIUM HYPOCHLORITE (LIQUID BLEACH). CONSULT WITH A CERTIFIED POOL SERVICE PROFESSIONAL OR CONTACT VAK PAK, INC. BEFORE SUBSTITUTING ANY OTHER CHEMICAL FOR THE RECOMMENDED MIXTURE OF SODIUM HYPOCHLORITE. VAK PAK RECOMMENDS A 1 PART LIQUID MURIATIC ACID TO 10 PARTS WATER MIXTURE TO CROCKS INTENDED TO BE USED TO HOLD PH CONTROL CHEMICALS. CONSULT WITH A CERTIFIED POOL SERVICE PROFESSIONAL OR CONTACT VAK PAK, INC. BEFORE SUBSTITUTING ANY OTHER CHEMICAL FOR THE RECOMMENDED MIXTURE OF MURIATIC ACID AND WATER. VZE �� LOCKABLE HINGED LID rl C . LABEL DETAIL (pH LABEL) COMMERCIAL FILTRATION/RECIRCULATION/DISPLAY SYSTEMS pH CROCK P.O. BOX 3264 SIDE DETAIL 30 GALLON CAPACITY JACKSONVILLE, FLORIDA 32206 TOP INSIDE (904) 353-4403 EDGE OF TANK (LID) USE 1016 WATER MURIATIC ACID TO E µWA7CA MIXTURE cAunoN DANGER CHEMICAL REACTIONS CAN OCCUCU R tF MURIATIC ACID IS MIXED WITH SOOIUM HYPOCHLORITE BOTTOM INSIDE—/(CL2 LABEL) EDGE OF TANK CL2 CROCK Im 30 GALLON CAPACITY J� USE 20% LIOUID SODIUM y 27" L 29" L HYPOCHLORITE TO WATER MIXTURE PLAN VIEW •« CAUTION ••• PLAN VIEW DANGEROUS CHEMICAL REACTIONS (WITHOUT LID) (LID) MC�OCCUR IF MURIATIWITH SODIUM ��`DDIIS TE 1/2" COUPLING a a N N 22Y4 123'4" FRONT ELEVATION ELEVATION SIDE ELEVATION FRONT ELEVATION (WITHOUT LID) (WITHOUT LID) (WITH LID) WF & WADING POOL CHEMICAL CROCK (30 GALLON) SP3.2 SCALE: N.T.S. ,:aw<�sw;anTea11 a vs ITTTTTatdAryoa". •••�� LL O (W N-It�: `n O 6. O • �r 1 ,�' W tV Q SERE 41215' REGI S'fiFhWQFo 1 ER UNITED POOL & SPA ASSOCIATION Florida Swimming Pool Association A MEMBER No. Revision/Issue Date QNai t Engin�Ering Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE POOL DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP492 179" PLAN VIEW FRONT ELEVATION CTRIC ST HAVE NCE FOR INCE 1" CHASE JPLING TO REMOTE --MICAL CROCKS mm�nc NOTE: LEAVE AT LEAST 3" OF CROCK BODY Ann\/r nn -1 1- 1- 111 rrrn A-- VALVES AND PIPE SIZES COMMERCIAL SAND FILTER SYSTEM MAIN DRAIN CHR3484x2C 252,000 GALLONS IN 6 HRS. 700 GPM @ 13.42 GPM FILTER RATE, 66.34 SQ. FT. TOTAL 02 C HP _ PENTAIR RECIRCULATION PUMP(S) EQK-750 2" 3 PHASE 230 VOLTS, 350 GPM EACH@ 65 TDH O1.5 3 E _ H.P. PENTAIR 34-0039 VACUUM PUMP, I PHASE N/A 115 VOLTS 5" STRAINER OPH 9 FEEDER BY STENNER MODEL 85M5 85 GPD 4" 53 GALLON TANK, LABELED 10 BACI SUP CL2 FEEDER BY STENNER MODEL 170DM5 170 GPD 6" 9') GALLON TANK, LABELED 12 ELECTRICAL PANEL WITH SERVICE LIGHT, MINIMAL 30 FT. CANDLES 45M5 VALVES AND PIPE SIZES O13 7.5hp PENTAIR VARIABLE FREQUENCY DRIVE, MODEL AD075-2303-NO1 15 O.R.P. CONTROLLER MAKE C.E.S. MODEL MRI NOTE: LEAVE AT LEAST 3" OF CROCK BODY Ann\/r nn -1 1- 1- 111 rrrn A-- VALVES AND PIPE SIZES A MAIN DRAIN 10" B GUTTER 10" C VACUUM TO TANK 2" D VACUUM LINE 2.5" E RETURN LINE N/A G PUMP TO WASTE 2" H PUMP TO FILTER 4" J FILTER TANK DRAIN 2.5" K RECIRCULATION SUCTION 6" R FLOOR DRAIN 2" TO PH FEEDER PUMP TO CL2 FEEDER PUMP LOCKABLE HATCH V nim 0*1 © M A PANEL #1 n# manufacture part# description 1 SIEMENS W01224ML3125CU Main lug breaker panel, 12 circuit, CONDUIT REMARKS Al 125A capacity, 3 phase 120,208-230v 2 PENTAIR EQK-750 7.5 hp Recirculation pump, 3 ph 230v 3 PENTAIR 34-0039 1.5hp Vacuum pump, 1 ph 115 v 4 LEVITON 5320 chemical feeder receptacle, 115v 5 STRONCO VPG100 100 Watt Service light, 115v 6 C.E.S. MR1 Chemical Controller 7 STENNER 85M5 Liquid Chlorine feeder, 115v 8 STENNER 45M5 Liquid pH feeder, 115v 9 PENTAIR AD075-2303—Nol 7.5 hp Variable Frequency Drive PANEL #1 ZL FEEDER AND CIRCUIT SCHEDULE PANEL SCHEDULE PHASE CONDUCTORS NEUTRAL GROUND CONDUIT REMARKS Al AMPS 1 2 7 8 3 3 1 1 30A 30A 30A 15A PANEL FEED 22.7 18.3 19.2 1.5 61.7 A 1—#12 1—#12 1—#12 1/2" UL SEALTITE A3 3-#10 1-#10 1/2" UL SEALTITE A4 1-#12 1-#12 1/2" SEALTITE TO LIGHT A 1-#14 1-#14 1-#14 1/2" SEALTITE TO RECEPT, 6 1—#12 1—#12 1—#12 1 CORD AND PLUG INDICATES WIRE AND CONDUIT INSTALLED BY OTHERS PANEL SCHEDULE 115/208 23OV, 3 PHASE, 4 WIRE TRE 0 SURFACE MOUNT, 125A MLU CIRCUIT POLES TRIP LOAD AMPS 1 2 7 8 3 3 1 1 30A 30A 30A 15A RECIRC. PUMP #1 W/INTERLOCKED RECEPT. RECIRC. PUMP #2 VACUUM PUMP SERVICE LIGHT TOTAL LOAD 22.7 18.3 19.2 1.5 61.7 PANEL #1 &nI t Oats COMMERCIAL -RESIDENTIAL DRAWN/DATE 12/13 REVISIONS vzz� Z2& / / RECORD # VAKATLAPAIC BEACH K MODEL � CHR634804x02C FILTRATION IRRIGATION FOUNTAIN 24025 i n c. PUMP STATIONS - COMPONENTS scALEnot to Scale POOL SYSTEM P.O. Box 3264 - Jacksonville, Florida 32206 - (904) 353-4403 SHEET 1 of 1 3 PHASE 230 VOLTS 119" 76" — FRONT VIEW SIDE VIEW VAK PAK CB1002 SERIES CABINET DETAIL NOT TO SCALE SHEET 3 of 3 NOTES: 1. ALL TANKS HAVE COVED CORNERS 2. ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIN. 3. ALL PIPING "NSF—PW" APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC ELECTRICAL INTERLOCK OF ELECTRICAL FEED EQUIPMENT WITH RECIRCULATION PUMP HYDRAULIC INTERLOCK OF EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW PROPORTIONING VALVES WHERE REQUIRED: 2 1/2" AND UNDER — JANDY DIVERTER 3" AND ABOVE — BUTTERFLY VALVE 1172 A k 0/ A inc. COMM=RC'AL FI'_TRATIO�/REC IRC JLRTION/DIS?LN" SYSTEMS 00 • a I VST =••2 N ° LLJ .0 Fr•�o e i) ®. C/) 4v.• CC0�.' e �♦ ' �',','/��•o•e•. ••e a ®� ♦♦®♦ P.E. LI/ E1V�E#QO 41215 REGISTERED ENGINEER UNITED POOL $ SPA ASSOCIATION C� v Florida Swimming Pool Association A MEMBER No. Revision/Issue Date Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE COMPETITION POOL FILTRATION UNIT DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP43 HAIR/LINT I R, rr _- WASTE LINE AIR GAP TO -- I -I `// WASTE 0 2" STATIC LINE PLAN VIEW ER0,1- VIEW NOTES: 1. ALL TANKS HAVE COVED CORNERS / / 2. ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIDd 3. ALL PIPING "NSF—PW" APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC ELECTRICAL INTERLOCK OF ELECTRICAL�FEED EQUIPMENT WITH RECIRCULATION PUMP HYDRAULIC INTERLOCK OF EROSION KED EQUIPMENT WITH RECIRCULATION PUMP FLOW PROPORTIONING VALVES WHEN f�c,?UIRED: 2 1/2" AND UNDER — JANDY DIVERTER / 3" AND ABOVE — BUTTERFLY VALVE / / / FINISH GRADE 26 / / 49„ GALLON FILTER TANK / / / / / / / / / / / / / LOCKABLE ACCESS \ \ --z �9Xx \ V i \ / / 76" SIDE VIEW 78 _ I FRONT VIEW VAK PAK CE3602 TITER HOUSE DETAIL SCALE: 1/2"=l'—O" \ VACUUM CARTRIDGE FILTER SYSTEM II n \ 52 GPM @ �.26 GPM FILTER RATE, 200 SQ. FT. TOTAL I1 2 \YN;kPURE 0 0 D SQ. FT. EACH, 200 SQ%TTOTAL II0 0 3/4 HP PENTAIR \ WFE-3 RECIRCULATION PUMP. O 0 G \ O 1 H.P. PENTAIR 34-0038 VAcuuMPUMP; 1 Pxasl, \ VACUUM TO FILTER III Id ER0,1- VIEW NOTES: 1. ALL TANKS HAVE COVED CORNERS / / 2. ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIDd 3. ALL PIPING "NSF—PW" APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC ELECTRICAL INTERLOCK OF ELECTRICAL�FEED EQUIPMENT WITH RECIRCULATION PUMP HYDRAULIC INTERLOCK OF EROSION KED EQUIPMENT WITH RECIRCULATION PUMP FLOW PROPORTIONING VALVES WHEN f�c,?UIRED: 2 1/2" AND UNDER — JANDY DIVERTER / 3" AND ABOVE — BUTTERFLY VALVE / / / FINISH GRADE 26 / / 49„ GALLON FILTER TANK / / / / / / / / / / / / / LOCKABLE ACCESS \ \ --z �9Xx \ V i \ / / 76" SIDE VIEW 78 _ I FRONT VIEW VAK PAK CE3602 TITER HOUSE DETAIL SCALE: 1/2"=l'—O" \ VACUUM CARTRIDGE FILTER SYSTEM \ VAK PAK — C 3,120 GALLONS IN 1 HR \ 52 GPM @ �.26 GPM FILTER RATE, 200 SQ. FT. TOTAL 4" 2 \YN;kPURE O100 # VAK PAK DPI 00 FILTER ELEMENTS D SQ. FT. EACH, 200 SQ%TTOTAL 2 3/4 HP PENTAIR \ WFE-3 RECIRCULATION PUMP. RETURN LN 1 PHASE 208-230 VOLTS, 60 GP 60 TDH; 6" STRAINER G \ O 1 H.P. PENTAIR 34-0038 VAcuuMPUMP; 1 Pxasl, \ VACUUM TO FILTER 230 VOLTS 5" STRAINER O1.5 BLUE WHITE FLOWMETER, CF30 150 P, 20 TO \ 4 100 GPM \ FILTERTANK DRAIN \ \ K \ O1 - VACUUM GAUGES 0# TO 30#, 2" FACE \ OGENERAL INSTRUMENTS THERMOMETER 32o TO 248oF, Oo TO 1200 OCL2 s FEEDER BY STENNER ,MODEL 45M5 50 GPD 2" \ 30 GALLON REMOTE CHEMICAL CON'T'AINER FLOOR DRAIN pI1 FEEDER BY STENNER , MODEL 45M2 10 GPD OO 15 GALLON REMOTE CHEMICAL CONTAINER 12 ELECTRICAL PANEL WTTH SERVICE LIGHT, MINIMAL 30 FT. CANDLES MINIMUM 60 WATT BULB 13 WATER LEVEL CONTROL (RWLC) I S ORP CONTROLLER MAKE CES MODEL M R 1 VALVES AND PIPE CONNECTION SIZES SIZE A MAIN DRAIN 4" B\ SKIMMER/GUTTER 4" D V�S�UMLINE N/A E RETURN LN 1.5" G VACUUM TO WAS'th• 1.5" H VACUUM TO FILTER No. 1 FRESH WATER FILL (HOSE BIBB W/DCAC BKR) 1 I FILTERTANK DRAIN \ 2" K RECIRCULATION SUCTION \ 2 O TANK OVERFLOW \" P STATIC LINE 2" \ R FLOOR DRAIN 2" z ��yyma oo.n ,voasPrF,y LO LL O Lu a :UJ < o zI I� > °-U-C- • ��-i� �� •• • .... ` ��®``mow LICE �r 1215 REGISTERED ENGINEER so UNITED POOL & SPA ASSOCIATION PA■ v Florida Swimming Pool Association A MEMBER No. Revision/Issue Date QN=U t Ml a !9 Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE FUTURE WADING POOL FILTRATION UNIT DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP4A - - - - I SIEMENS - Main lug breaker panel, 8 circuit, REMARKS 1 AMPS --- 2 PENTAIR / \ 3/4 hp Recirculation pump, 1 ph 230 3 PENTAIR WFE-12 3hp Feature Pump, 1 phase 230v 4 -CEVITON 5320 chemical feeder receptacle, 115v \ STRONCO VPG100 100 Watt Service light, 115v 1 - VACUUM GAUGES 0# TO 30#, 2" FACE CES MR1 Chemical Controller, 115v 7 L86 STENNER 45M5 \ 1–#12 STENNER 45M2 Liquid pH feeder, 115v (3)VAK PAK MODL DP150 VACUUM CARTRIDGE FILTER ELEMENTS, 150 SQ.FT. EACH 4� (FOR FEATURE PUMP) 12 / U 1–#12 1–#12 WATER LEVEL CONTROL (RWLC) —F/ 2 SEALTITE TO LIGHT / \ 1–#14 1–#14 1–#14 112" SEALTITE TO RECEPT. —1–#121–#12 \ 6 1–#12 CORD AND PLUG ZL INDICATES WIRE AND CONDUIT INSTALLED \ OTHERS / \ / \ / / \ I / \ / HAIR/LINT TR/ WASTE L AIR GAP TO --- WASTE - OF 6 NOTE: ELECTRIC PANEL MUST HAVE 3' CLEARANCE FOF MAINTENANCE i K c> �� 3 S I I I � PLAN VIEW D GALLON TER TANK ,rRONT VIEW NOTES: / / 1. ALL TANKS HAVE COVED CORNERS / 2. ALL FILTER TANKS HAVE SLOPE FL00�-T0 DRAIN. / 3. ALL PIPING "NSF–PW" APPROVED/ ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC ELECTRICAL INTERLOCK OF �ECTRICAL FEED EQUIPMENT WITH RECIRCULATION PUMP HYDRAULIC INTERLOCK OF/EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW PROPORTIONING VALV/FS--WHEN REQUIRED: 2 1/2" AND UNDER – JANDY DIVERTER / 3" AND ABOVE – BUTTERFLY VALVE / / / N A \ / 37�� 0\ TR I C NOT TO SCA, -FE / LOCKABLE ACCESS \ 76" _ 78" f FRONT VIEW vAK � - - SCALE: 1/2"=V-0" VAK PAK UNT FLFCAL 01 u,IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WTHOUT THE EXPRESSED WRITTEN AUTHORIZATION CF VAK—PAN INC. i # manufacture part# _ / description 1 SIEMENS WOR16ML1125CU Main lug breaker panel, 8 circuit, REMARKS 1 AMPS 125A capacity, 1 phase 120,208-230v 2 PENTAIR / WFE-3 3/4 hp Recirculation pump, 1 ph 230 3 PENTAIR WFE-12 3hp Feature Pump, 1 phase 230v 4 -CEVITON 5320 chemical feeder receptacle, 115v /5 STRONCO VPG100 100 Watt Service light, 115v 1 - VACUUM GAUGES 0# TO 30#, 2" FACE CES MR1 Chemical Controller, 115v 7 L86 STENNER 45M5 Liquid CL2 feeder, 115v 1–#12 STENNER 45M2 Liquid pH feeder, 115v (3)VAK PAK MODL DP150 VACUUM CARTRIDGE FILTER ELEMENTS, 150 SQ.FT. EACH 4� (FOR FEATURE PUMP) 12 / U 1–#12 1–#12 WATER LEVEL CONTROL (RWLC) —F/ 2 SEALTITE TO LIGHT / ZL 1–#14 1–#14 1–#14 112" SEALTITE TO RECEPT. —1–#121–#12 6 1–#12 CORD AND PLUG ZL INDICATES WIRE AND CONDUIT INSTALLED BY OTHERS / / / / / / / / / / / 01 u,IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WTHOUT THE EXPRESSED WRITTEN AUTHORIZATION CF VAK—PAN INC. i # manufacture part# _ / description 1 SIEMENS WOR16ML1125CU Main lug breaker panel, 8 circuit, REMARKS 1 AMPS 125A capacity, 1 phase 120,208-230v 2 PENTAIR / WFE-3 3/4 hp Recirculation pump, 1 ph 230 3 PENTAIR WFE-12 3hp Feature Pump, 1 phase 230v 4 -CEVITON 5320 chemical feeder receptacle, 115v /5 STRONCO VPG100 100 Watt Service light, 115v 1 - VACUUM GAUGES 0# TO 30#, 2" FACE CES MR1 Chemical Controller, 115v 7 L86 STENNER 45M5 Liquid CL2 feeder, 115v 1–#12 STENNER 45M2 Liquid pH feeder, 115v ZL FEEDER AND CIRCUIT SCHFDIII F PANEL SCHEDULE PHASE CONDUCTORS NEUTRAL GROUND CONDUIT REMARKS 1 AMPS 1 2 5 2 1 1 20A 20A 15A PANEL FEED 10.4 15.0 1.5 26.9 1.5" 230 VOLTS 6" STRAINER \ VACLNM TO WASTE \ O 2–#12 1 1–#12 1/2" UL SEALTITE O 1 - VACUUM GAUGES 0# TO 30#, 2" FACE O GENERAL INSTRUMENTS THERMOMETER 32- TO 248-F, 0- TO 120' OCL2 a FEEDER BY STENNER , MODEL 45M5 50 GPD P 1–#12 1–#12 1–#12 1/2" UL SEALTITE S (3)VAK PAK MODL DP150 VACUUM CARTRIDGE FILTER ELEMENTS, 150 SQ.FT. EACH 4� (FOR FEATURE PUMP) 12 / U 1–#12 1–#12 WATER LEVEL CONTROL (RWLC) —F/ 2 SEALTITE TO LIGHT / ZL 1–#14 1–#14 1–#14 112" SEALTITE TO RECEPT. —1–#121–#12 6 1–#12 CORD AND PLUG ZL INDICATES WIRE AND CONDUIT INSTALLED BY OTHERS PANEL SCHEDULE 115 230V, 1 PHASE, 3 WIRE, TYPE 0 SURFACE MOUNT, 125A MLU CIRCUIT POLES TRIP LOAD AMPS 1 2 5 2 1 1 20A 20A 15A RECIRC. PUMP W/INTERLOCKED RECEPT. FEATURE PUMP SERVICE LIGHT TOTAL LOAD 10.4 15.0 1.5 26.9 17 g DRAWN/DATE COMMERCIAL -RESIDENTIAL 12/13 REVISIONS VAK PAK MODEL CP1501WF-6 YZE FILTRATION / IRRIGATION / FOUNTAIN RECORD # 24048 SPLASH PAD SYSTEM \ I PUMP \ � STATIONS — SCALE COMPONENTS not to Scale 1 PHASE 230 VOLTS P.O. Box"3264 - Jacksonville, Florida 32206 - (904) 353-4403 SHEET 1 Of 1 \ VACUUM CARTRIDGE FILTER SYSTEM VAK PAK CP521WF-*6 1,500 GALLONS IN 30 MINUTES 52 GPM @ .3 5 ` \GPM FILTER RATE, 150 SQ. FT. TOTAL O # 1 VAK PAK DYNAPUIF�E\DP150 FILTER ELEMENT B 150 SQ. FT. EACH, 150 SQ.FT.\TOTAL (FOR RECIRCULATION) O 3/4 HP PENTAIR WFE\3 RECIRCULATION PUMP. VACUUM LINE / OH.P. 3 3 PENTAIR WFE-12 ` FEATURE--,QUMP, 1 PHASE 1.5" 230 VOLTS 6" STRAINER \ VACLNM TO WASTE \ O 1.5" \ BLUE WHITE FLOWMETER, CF30 150 P 20 TO \ 1 / S� FILTER TANK DRAliV \ \ O 1 - VACUUM GAUGES 0# TO 30#, 2" FACE O GENERAL INSTRUMENTS THERMOMETER 32- TO 248-F, 0- TO 120' OCL2 a FEEDER BY STENNER , MODEL 45M5 50 GPD P / 2" pH FEEDER BY STENNER , MODEL 451V2 10 GPD O 15 GALLONS CHEMICAL CONTAINER S (3)VAK PAK MODL DP150 VACUUM CARTRIDGE FILTER ELEMENTS, 150 SQ.FT. EACH 4� (FOR FEATURE PUMP) 12 / U MINIMUM 60 WATT BULB 13 WATER LEVEL CONTROL (RWLC) 15 ORP CONTROLLER MAKE CES MODEL MR1 / / / / / / / 17 g DRAWN/DATE COMMERCIAL -RESIDENTIAL 12/13 REVISIONS VAK PAK MODEL CP1501WF-6 YZE FILTRATION / IRRIGATION / FOUNTAIN RECORD # 24048 SPLASH PAD SYSTEM \ I PUMP \ � STATIONS — SCALE COMPONENTS not to Scale 1 PHASE 230 VOLTS P.O. Box"3264 - Jacksonville, Florida 32206 - (904) 353-4403 SHEET 1 Of 1 \ VACUUM CARTRIDGE FILTER SYSTEM VAK PAK CP521WF-*6 1,500 GALLONS IN 30 MINUTES 52 GPM @ .3 5 ` \GPM FILTER RATE, 150 SQ. FT. TOTAL O # 1 VAK PAK DYNAPUIF�E\DP150 FILTER ELEMENT B 150 SQ. FT. EACH, 150 SQ.FT.\TOTAL (FOR RECIRCULATION) O 3/4 HP PENTAIR WFE\3 RECIRCULATION PUMP. VACUUM LINE 1 PHASE 208-230 VOLTS, 60 GPM ®60-,TDH, 6" STRAINER OH.P. 3 3 PENTAIR WFE-12 ` FEATURE--,QUMP, 1 PHASE 1.5" 230 VOLTS 6" STRAINER \ VACLNM TO WASTE \ O 1.5" \ BLUE WHITE FLOWMETER, CF30 150 P 20 TO \ 1 100 GPM \ S� FILTER TANK DRAliV \ \ O 1 - VACUUM GAUGES 0# TO 30#, 2" FACE O GENERAL INSTRUMENTS THERMOMETER 32- TO 248-F, 0- TO 120' OCL2 a FEEDER BY STENNER , MODEL 45M5 50 GPD P 30 GALLONS CHEMICAL CONTAINER 2" pH FEEDER BY STENNER , MODEL 451V2 10 GPD O 15 GALLONS CHEMICAL CONTAINER S (3)VAK PAK MODL DP150 VACUUM CARTRIDGE FILTER ELEMENTS, 150 SQ.FT. EACH 4� (FOR FEATURE PUMP) 12 ELECTRICAL PANEL WITH SERVICE LIGHT, MINIMAL 30 FT. CANDLES U MINIMUM 60 WATT BULB 13 WATER LEVEL CONTROL (RWLC) 15 ORP CONTROLLER MAKE CES MODEL MR1 VALVES AND PIPE CONNECTION SIZES SIZE A MAIN DRAIN 6" B SKIMMER/GUTTER N/A D VACUUM LINE N/A E \RETURN LINE 1.5" G VACLNM TO WASTE 1.5" I FRESH WATNER 11 FILL(HOSE BIBB W/VAC BKR) 1 J S� FILTER TANK DRAliV \ 2„ K RECIRCULATION SUCTION \ 2" 0 TANK OVERFLOW \ 2" P STATIC LINE \ 2" R FLOOR DRAIN 2" S FEATURE SUCTION 4� T FEATURE RETURNS (6)1.5" U GALLONS COLLECTOR TANK 400 W FEATURE BYPASS 2.5" / X F- W Q a z O 0 w z z W 0 W 0 z Q LLJ_ Co 0 Ir 0 I- U LL LU Q U X N N H W W _ W N U J Q 0 U) W U z W W W LU O U LL W a U U 0 z_ 0 � ,e� oo.• •• oaoo LL LLJ °->,,,CrAaaT.Saaod eeeem EN E KLa TE D E rni ER I so UNITED POOL & SPA ASSOCIATION C� Florida Swimming Pool Association A MEMBER No. Revision/Issue Date amu a t: 40 10h M M Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE FUTURE INTERACTIVE WATER FEATURE DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP4e5 W017 -W LAUNCH PAD ' WIRELESS w z O N U) W O 0 fp W085 \ / P AS—H0-LCKOR 0 1 1 J p91 / BUBBLES NOTE: ALL INFORMATION ON THIS SHEET PROVIDEJD- BY WATER ODYSSEY/FOUNTAIN PEOPLE. / / q / / / / / / / / / / / / / / / / / / / / / / / / / (O \ / / /'' 0 1 I � WAR O71 FLOW W200 PLAIN DRAIN 29 (TYP 3) WATER CAST�� W091 \ BUBBLER \ ` 71 \ ``\ ER FLOWER / / �W085 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SPLASH-O-LATOR/ 177 SQ FT PLAY AREA \ \ \ \ \ \ \ NOTES: `\ 1. THIS DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS \ RECOMMENDED FOR PLAY COMPONENTS AND DRAINS ARE APPROXIMATE. PIPING AND CONDUIT RUNS ARE SCHEMATIC. JOB \ CONDITIONS AND LOCAL CODES MUST DETERMINE FINAL ROUTING. `\ 2. PIPING, CONDUIT, AND WIRE ARE BY INSTALLER. / \ 3. PIPE SIZES ASSUME 100' MAXIMUM RUNS. LONGER RUNS MUST BE `\ EVALUATED BY WATER ODYSSEY. \ 4. SYMBOL "*' INDICATES THAT THE TEE MUST BE PLACED IN THE `\ CENTER OF THE PIPING RUN TO ENSURE BALANCED FLOW. \ 5. WET DECK AREA MUST BE POURED AND FORMED SO THAT WATER SHED AREA SLOPES TOWARD DRAINS. \ \ \ \ \ \ \ \ \ o `\ O o `\ TF1 \ \ \ DESCRIPTION QTY W071 1 WATER FLOWER 2 1' HIGH - T SPREAD 3 10 GPM (20) @ 1 PSI 0 oA W085 101 SPLASH-O-LATOR 2 4' HIGH GA 7 GPM (14) @ 3 PSI UNITED POOL & SPA ASSOCIATION W091 1 of 1 BUBBLER 2 V HIGH 35 GPM (70) @ 6 PSI W329 WATER CASTLE 1 8' HIGH - T SPREAD Date 51GPM @5PSI 155 GPM TOTAL W017 -W A LAUNCH PAD 1 WIRELESS PLAN VIEW \ W200 3 PLAIN DRAIN 0 oA --�---J -, • . --F..-, nn.. - ry uuw ou! - Jan IN141 WS, 12xa5 /abb/-utsu/ Phone (512) 392-1155 - Fax (512) 392-1154 - www.waterodyssey.com \ \ X W W N U) Q Q z 0 0 W z Z cc M z LIJW J 0 W z a W O Ir 0 U LL LL W U n v X N_ H W co N U J LL O U) W U z W Ir W W W Ir Ir 0 U LL W 0 U _z 0 A PT -ATLANTIC BEACH COUNTRY 1�UB VISITIv (DLIJ •o -ti PLAN VIEW \ \ 0 oA W14070 101 1 1 . I A : GA S cl 0 UNITED POOL & SPA ASSOCIATION C� 0 PA 1 of 1 �'�l `C�2 - 13 --�---J -, • . --F..-, nn.. - ry uuw ou! - Jan IN141 WS, 12xa5 /abb/-utsu/ Phone (512) 392-1155 - Fax (512) 392-1154 - www.waterodyssey.com \ \ X W W N U) Q Q z 0 0 W z Z cc M z LIJW J 0 W z a W O Ir 0 U LL LL W U n v X N_ H W co N U J LL O U) W U z W Ir W W W Ir Ir 0 U LL W 0 U _z 0 Engin�v�inc,� Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE FUTURE INTERACTIVE WATER FEATURE DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP4e6 VISITIv (DLIJ •o -ti �> P_ CC®�® 6 •• ��" 's''/W�L'4N4►MITIII�hi l °�P.E. LICENSE # 41215 REGISTERED ENGINEER S cl 0 UNITED POOL & SPA ASSOCIATION C� 0 PA Florida Swimming Pool Association A MEMBER -T— No. F Revision/Issue Date Engin�v�inc,� Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE FUTURE INTERACTIVE WATER FEATURE DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP4e6 SIGNAL FROM WATER LEVEL CONTROL FLOAT SOLENOID VALVE 1-1/2" POTABLE LINE AUTOFILL FLOAT CHAMBER NEW 2" STATIC LINE FROM POOL V r 2" 2" VACUUM I 2" S 100 GPM VACUUM PUMP NOTES: 1. CHEMICAL FEED TUBING TO BE MOUNTED ON WALL AND RUN FROM FEED PUMP TO FILTER DISCHARGE WITH APPROPRIATE FITTINGS, 2. INSTALL PRESSURE GAUGES ON INFLUENT AND EFFLUENT SIDES OF FILTER AND ON ALL PUMP SUCTIONS AND DISCHARGES. GAUGE ON PUMP SUCTION TO BE COMPOUND -TYPE, 3. INSTALL FLOW METER WITH STRAIGHT RUNS OF 10x PIPE DIAMETER ON THE UPSTREAM SIDE AND 5x PIPE DIAMETER ON THE DOWNSTREAM SIDE. (NOTE DOES NOT APPLY TO SIGNET FLOW METERS) 4. LAYOUT SHOWN IS INTENDED FOR SCHEMATIC PURPOSES ONLYT. ACTUAL EQUIPMENT ARRANGEMENT MAY VARY. INSTALL EQUIPMENT TO PROVIDED ADEQUATE WORKING CLEARANCES. 5. FILTERS TO BE SUPPLIED WITH PRESSURE RELIEF VALVES, DIFFERENTIAL PRESSURE GAUGES AND BACKWASH SIGHT GLASSES. 6. ALL EQUIPMENT COMING IN CONTACT WITH POOL WATER TO BE CERTIFIED BY NSF OR CERTIFIED BY THE MANUFACTURER TO BE LEAD FREE. 7. INTERNALS OF CAST IRON PUMPS TO BE EPDXY COATED. 8. ROUTE SAMPLE FLOW CELL DRAIN TO FLOOR DRAIN OR PUMP SUCTION. 9. PUMPS, VFD'S, ORP CONTROLLER, AND CHEMICAL FEEDERS ARE INCLUDED WITHIN EQUIPMENT CABINETS. REFER TO MECHANICAL DETAILS FOR ADDITIONAL INFORMATION. ma "Q, 1 00 2" TO WASTE SUMI RECIRCULATION SYSTEM SCHEMATIC NTS VALVE LEGEND = � o UJ 3�'V Oa BUTTERFLY VALVE NCHECK VALVE ISO maffiL 96 BALL VALVE DREDUCER Florida Swimming Pool Association FLOW METER MEMBER PUMP SOLENOID VALVE CONTROLLED BY ORP SAMPLE FLOW CELL Revision/Issue MULTIPORT VALVE Y PRESSURE GAUGE Y VACUUM GAUGE T THERMOMETER OSTRAINER BACKWASH SIGHT GLASS BACKWASH CONTROL VALVE 011 6" TO WASTE SUMP ORP / pH CONTROLLER REFER TO POOL DETAILS 6" TO FLOOR =TURN INLETS (5) 1%" LINES TO BUBBLER NOZZLES 0 a 0 z z W W W w W 0 0 0 U Q w W UU co0 z Q 0 0 cti YG1i8'i4�o dABE+A07A11. • J a\' •/'� lit O , r®;Z. = � o UJ 3�'V Oa Ig co / IAI*T. St?'e�lPeE. PILTra19P" tk 41215 REGISTERED ENGINEER ISO maffiL 96 UNITED POOL $ SPA ASSOCIATION CPA Florida Swimming Pool Association A MEMBER No. Revision/Issue Date QNMU t al E !@ Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE COMPETITION POOL RECIRCULATION SYSTEM SCHEMATIC DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP5e0 WALL SIL T /77" r� X_\ DE I' Y, X X\ / POOL FENCE (SEE HARDSCAPE _ PLANS FOR MORE', INFORMATION) --A4.sus-a+H4H4 aHi++H4ia� 0�g1�a$ SELF CLOSING & j LATCHING GATE (SEE HARDSCAPE PLANS FOR /MORE INFORMATION) +tea e0 1 0 � I S1I1117171777777970ii-iv^9�$$$$9-B$889$${ � — — — /48" EGRESS PROVIDED /AT REAR POOL GATE E�� SELF CLOSING & LATCHING GATE (SEE HARDSCAPE PLANS FOR MORE INFORMATION) v POOL &FOUNTAIN EQUIPMENT AREA NORTH SCALE: 1/8"= V-0" 0 4' 8' 16' "era ae- / c, TUR INTER IVE Q W E FO NTAIN ^4+H+H+ffflB9-9 MtNa-Ifh'9-&I+4449 +H -998-6&8989.9&+H44 COMPETITION POOL GRAY LINE REPRESENTS EGRESS PATHWAYS (T .) SHOWER SWIMMING \\ POOL DECK 12,795 S.F. @ 30 S.F. 426 OCC. / AT SWIMMING POOL — — 7`— — / CK/ 5,635 S.F. @ 50 S.F. 113 OCC. SELF CLOSING & LATCHING GATE (SEE HARDSCAPE PLANS FOR MORE INFORMATION) ZERO ENTRY AREA / / MULTI-PURPOSE ROOM CLUBHOUSE i SHOWER POOL BATHROOMS /j% � FITNESS EQUIPMENT —SELF CLOSING & LATCHING GATE (SEE HARDSCAPE PLANS FOR MORE INFORMATION) TENNIS PRO SHOP TENNIS PATIO 12' HEIGHT MASONRY TENNIS BACKBOARD ,., V , V�IT fzz�: u_ � o _ N W .Q.z �E : v Q .. -- e 14 6,••,, ,: ' soRo°° E41,��,��a°° REGIS INE IR so UNITED POOL & SPA ASSOCIATION ■ Florida Swimming Pool Association 1� MEMBER No. Revision/Issue Date Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 DU Or)A 110 (»-77 ry ocr_- o-)-) nnnr_ JVIL %X M VIAL- IIY 1 LIAM%1 I IVC VVM :ATURE CONSTRUCTION PLANS TLANTIC BEACH COUNTRY CLI ET TITLE FE SAFETY PLAN DESIGN CRITERIA MAIN DRAIN PL THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE. ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST Q PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS. PUBLICATION. THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 1% OF TOTAL REINFORCING STEEL FOR a. llf( V41215'R RE�C ENIAIN ° SUPERIMPOSED LIVE LOADS: ISO mafflL 96 d < Florida Swimming Pool Association WATER:. 62.4 pcf ° d O STRUCTURAL DRAWINGS. THE OWNER SHALL RECEIVE CREDIT FOR ANY UNUSED QUANTITY AT CONCRETE a ° 6 THE END OF THE PROJECT. oa ° Revision/Issue ALL CONCRETE PROPORTIONING, MIXING, TRANSPORTATION, PLACING, AND CURING SHALL a d CONFORM TO ACI 301. ASSURE THE ADEQUACY OF ALL SUBGRADES, FILLS, AND BACKFILLS BEFORE PLACEMENT OF a e, d ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED TO MEET THE a . REQUIREMENTS OF ACI 318 AND THE PROJECT'S DESIGN BUILDING CODE. I ALL FOUNDATION AND SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE PROJECT'S d ° USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS PROHIBITED. SUPPLEMENTARY NOTES a � CONCRETE SHALL CONFORM TO THE FOLLOWING: 3 TYP. MAIN DRAIN SECTION d a SCALE: N.T.S. F'c @ 28 DAYS TYPE AGGREGATE LOCATION W/C RATIO (MAX) NOT CONSIDERED STABLE UNTIL THE STRUCTURE IS COMPLETE. 4,000psi NORMAL WEIGHT ALL 0.45 ° a d THE AIR CONTENT IN ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN 4% & 6%. OR THE MEANS AND METHODS OF DOING ANY WORK. a a CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS NOTED BELOW, OR PER LATEST ACI THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ARCHITECTURAL AND 318 FOR CONDITIONS OTHER THAN THOSE LISTED: CONCRETE CAST AGAINST EARTH........................................................3" SLABS ON GRADE..................................................................2" FROM TOP FORMED CONCRETE EXPOSED TO EARTH OR WEATHER...............2" LL LL SLABS & WALLS NOT EXPOSED TO EARTH OR WEATHER.. ........... 1 POOL SHELL W CHAMFER ALL EXPOSED CORNER Y4" MINIMUM. REINF. PER PLAN POOL ALL HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BE ACI STANDARD HOOKS, UNO. 1 TYP WALL CORNER DETAIL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNO. M5.0 N.T.S. ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. LAP TWO SQUARES AT SPLICES. GROUTED MASONRY. EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3 OR EQUAL. PROVIDE 243 BARS x DO NOT WELD REINFORCING STEEL UNLESS APPROVED IN WRITING BY THE STRUCTURAL 3'-0" LENGTH AT EACH ENGINEER. CORNER OF DRAIN • • CENTERED IN SLAB MINIMUM, UNO. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS PRINTED TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. INSTRUCTIONS. THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAINTAIN THE REQUIRED REINFORCING ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE POSITION. "WET STICKING" DOWELS INTO CONCRETE IS NOT PERMITTED. SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. MATCH SHELL REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE DRAWINGS EXCEPT THAT REINFORCING NOTED AS CONTINUOUS MAY BE LAP SPLICED 40 BAR DIAMETERS. LAP SPLICES OF CONTINUOUS REINFORCING IN BEAMS AND TWO-WAY SLABS SHALL BE MADE OVER THE SUPPORT FOR BOTTOM BARS AND AT MID -SPAN FOR TOP BARS. MAIN DRAIN PL THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE POOL SHELL ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT REINF. PER PLAN Q PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS. I THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 1% OF TOTAL REINFORCING STEEL FOR llf( V41215'R RE�C ENIAIN ° THE PROJECT TO BE FABRICATED AND PLACED DURING CONSTRUCTION AT THE DIRECTION OF ISO mafflL 96 UNITED POOL & SPA ASSOCIATION PA■ Florida Swimming Pool Association THE STRUCTURAL ENGINEER, IN ADDITION TO THE REINFORCING STEEL REQUIRED BY THE A MEMBER STRUCTURAL DRAWINGS. THE OWNER SHALL RECEIVE CREDIT FOR ANY UNUSED QUANTITY AT a ° THE END OF THE PROJECT. oa ° Revision/Issue FOUNDATIONS A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT SHALL INSPECT AND d ASSURE THE ADEQUACY OF ALL SUBGRADES, FILLS, AND BACKFILLS BEFORE PLACEMENT OF a FOUNDATIONS, FOOTINGS, SLABS, ETC. WRITTEN ACCEPTANCE OF THE WORK INSPECTED SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER. ALL FOUNDATION AND SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE PROJECT'S 244 CONT. GEOTECHNICAL REPORT. SUPPLEMENTARY NOTES THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF 3 TYP. MAIN DRAIN SECTION ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL ELEMENTS ARESP3.0 SCALE: N.T.S. NOT CONSIDERED STABLE UNTIL THE STRUCTURE IS COMPLETE. REVIEW OF THE SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF THE PROJECT, AND SHALL NOT INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAILED QUANTITIES, NOR REVIEW OF THE CONTRACTOR'S SAFETY MEASURES ON OF OFF THE WORKSITE OR THE MEANS AND METHODS OF DOING ANY WORK. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ARCHITECTURAL AND STRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND LL LL PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING POOL SHELL W WITH STRUCTURAL WORK AFFECTED. REINF. PER PLAN POOL FINISH Q EMBEDMENT FOR EXPANSION BOLTS SHALL BE 4" MINIMUM FOR Y4" 0 BOLTS IN CONCRETE OR GROUTED MASONRY. EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3 OR EQUAL. EPDXY GROUT SHALL BE HY150 CARTRIDGE SYSTEM BY HILTI: (HILTI RE500, IF HOLE IS CORED INSTEAD OF DRILLED) OR APPROVED EQUAL, UNO. EMBEDMENT SHALL BE 12 BAR DIAMETER • • MINIMUM, UNO. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. MATCH SHELL REINF. (TYP.) GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ISTANDARD ,OK (TYP) ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP SEE DRAWING STAMP OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT 6" MECH REVIEW. THE PROJECT'S STRUCTURAL DRAWINGS AND ELECTRONIC FILES ARE THE PROPERTY OF LOWE STRUCTURES, INC. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPENSATE LOWE STRUCTURES, INC. FOR THE USE OF THE PROJECT'S CAD FILES FOR ANY PURPOSE INCLUDING SHOP DRAWING PREPARATION. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON ARCHITECTURAL AND _ STRUCTURAL PLANS AND DETAILS WILL CONTROL. WATERSTOPS, EXCEPT AS NOTED, SHALL BE "SWELLING JOINT PASTE" BY DUROSEAL OR 6 POOL FLOOR INLET DETAIL EQUAL. SP3.0 SCALE: N.T.S. PE ,H. �,.r...,..�S FLOOR INLET PER MECH. NON -SHRINK GROUT BAR SIZE & SPACING TO MATCH SHELL REINF. (TYP.) T/SLAB EL. VARIES �J N z z J ELw LU DECK MATERIAL PER HARDSCAPE PLANS - 1' -0" o�(4) - #4 CONT. W/TIES @ 122 " O.C. (SEE NOTE #1) (3) #4 CONT. #4 DOWELS @ 12" O.C. #4 @ 12" O.C. E.W. CENTERED PER MECH. NOTES: 1. ALTERNATE: SINGLE PIECE OF REBAR MAY BE SUBSTITUTED TO MATCH SHAPE OF TIE. 4 TYPICAL WALL SECTION SP3.0 N. T. S. 5" MIN. AROUND LIGHT ADD 2 VERT. BARS BEHIND LIGHT (MIN.) - LIGHT NICHE DETAIL SP3.0 SCALE: N.T.S. NWL X POOL FINISH o 6" F— • 0 LO z' J d w LU U) SLAB OR WALL RE SEE PLAN OR SCI 144 "7=8" OR UNDE 244 "T" OVER ! CIRCULAR OR RECTANGULAI OPNG THRU WALL OR SLAE NOTES: 1) "T" = WALL OR SLAB THICKNESS 2) PROVIDE ADD'L BARS (NOT SHOWN) WHICH EQUAL THE AREA OF INTERRUPTED WALL & SLAB REINFORCING. 3) PLACE IN APPROX EQUAL AREAS EACH SIDE OF OPNG & PARALLEL TO THE CONT REINF ALONG THE PERIMETER OF THE OPNG. 4) BUNDLE BARS @ RESTRICTED AREAS. TYP REINF @ CONCRETE OPENINGS T.S. T/SLAB EL. VARIES POOL FLOOR REINF. PER PLAN 0 r /POOL LIGHT PER z z MECH. OV O= ZQ J J CD Q LU ui of cn }} 12-0 J AT EACH SIDE OF OPNG F SLAB OR WALL REINF RRUPTED BY OPENING OR WALL REINF 2RUPTED BY OPNG DECK MATERIAL PER HARDSCAPE PLANS 24'-0" EE POOL DWGS. 0 • NWL • #4 CONT. W O C9 • fnar) • • T/SLAB EL. VARIES #4 @ 8" O.C. E.W. POOL FLOOR REINF. PER PLAN NOTES: 1. REFER TO TYPICAL WALL SECTION FOR FURTHER INFORMATION. 2. HANDRAIL NOT SHOWN FOR CLARITY. 5 TYPICAL STEP SECTION SP3.0 . T. S. PAVERS PER HARDSCAPE PLANS (OR TOP OF SLAB IF T/SLAB PAVERS NOT PROPOSED) POOL FLOOR REINF. PER PLAN SLOPE POOL DECK MATERIAL SEE MECH. PLAN /PER HARDSCAPE PLANS ° d ° ° e d d ° e Y z ° d ° F, _J = a 244 CONTW/ #4 1'-0" U) 24"TRANSVERSE s TYPICAL THICKENED EDGE SECTION SP3.0 SCALE: N.T.S. TRENCH GRATE PER MECH. NOTCH SLAB PER GRATE MFR.\ ZERO ENTRY BEACH FINISH PER HARDSCAPE PLANS LAP 40 BAR DIAM. SLOPE PER — ��— POOL DWGS. POOL SHELL REINF. PER PLANS MATCH SHELL SEE REINF. (TYP.) 8" MECH. 8" TYPICAL ZERO ENTRY SECTION SP3.0 N. T. S. MF9 DRAIN PIPE PER POOL DWGS. W J coQ U EnginEering Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE STRUCTURAL DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SIPTO R�� yy � �1 ®• �6cm✓' LOp Q I 2s�i Q'fa1T. SMOQT,+!!E ,waa y��o llf( V41215'R RE�C ENIAIN ° rnnnuuun� ISO mafflL 96 UNITED POOL & SPA ASSOCIATION PA■ Florida Swimming Pool Association A MEMBER No. Revision/Issue Date EnginEering Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE STRUCTURAL DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SIPTO JUNCTION BOX (IF USED) LADDER, HAND RAIL, TRANSFORMER DIVING BOARD, ETC... POOL METAL CONDUITS REINFORCING Orl PIPING SYSTEM _� STEEL PUMP MOTOR - POOL LIGHT T / / HEATER CASE j CONTROL PANEL III 00 o III Q TYPICAL BONDING SCHEMATIC N.T.S. y 12V LED UNDERWATER LIGHT (TYP. OF 8) T 120 V CIRCUIT jJx TO SUBPANEL IN EQUIP. VAULT/ / /n - - - 120 V CIRCUIT LF / TO SUBPANEL IN EQUIP. VAULT 120 V CIRCUIT TO SUBPANEL IN �j EQUIP. VAULT �� i • / 3'-0" MIN. FROM INSIDE WALL — / / / -K x NOTES: / 1. ELECTRICAL INFORMATION SHOWN APPLIES TO POOL EQUIPMENT ONLY. FOR INFORMATION ON OVERHEAD / LIGHTING OR OTHER ELECTRICAL ITEMS, REFER TO ELECTRICAL ENGINEERING DRAWINGS, BY OTHERS. r 2. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AND 680, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT ALL / METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS USING ' #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, \ PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS WITHIN 5' OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. / GROUND STEEL COLUMNS (I.E. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, CONTACT ENGINEER / • T I / / 120 V CIRCUIT /TO SUBPANEL IN EQUIP. VAULT 120 V CIRCUIT TO SUBPANEL IN HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12 ABOVE EQUIP. VAULT • / i / �cq SCALE: 1/8"= V-0" NORTH 0 4' 8' � o \ 3'-0" MIN. FRCI ® INSIDE WALL I � O � o � SHOWER 3'-0" MII.FROM INSIDE WALL lo BONDING GRID (TYP.) REFER TO NOTE #7 BONDING CONDUCTOR (TYP.) REFER TO NOTE #8 ��. MULTI-PURPOSE ROOM o I® -12' H TENN I BEFORE PROCEEDING. 3. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 AND 680. IN NOTE: ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN / 5' HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY / / ! TRANSFORMER AND RECEPTACLE LOCATIONS ARE POOL EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' of THE POOL SHALL HAVE GFCI / / / SHOWN FOR REFERENCE ONLY. CONTRACTOR TO PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED. MOUNTING • / / / REVIEW HARDSCAPE PLANS FOR EXACT LOCATIONS. \ Ls-wtglf1f\projects\2013 Projects\13046 Atlantic Beach Country Club\Plans\pool only\SP8.0.dwg, 5/29/2014 8:55:49 AM, DWG To PDF.pc3 #4/0 AWG BARE COPPER GROUNDING CONDUCTOR. BURY A MINIMUM OF 30" (762mm) BELOW GRADE. EXOTHERMICALLY WELDED CONNECTION. 10'x 3/4" (3m x 19mm) COPPER CLAD GROUND ROD B TYPICAL GROUND ROD DETAIL E 1.0 NOT TO SCALE HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12 ABOVE / i i i / / / i / . J ° FUo�Q co si /) .° • mow• t� o a ��i / �� •O •.... •..'' O'er ` MAXIMUM WATER LEVEL. ELECTRICAL PLAN TO GROUND FAULT CIRCUIT UNITED POOL & SPA ASSOCIATION cPA Florida Swimming Pool Association A INTERRUPTER THEN TO POWER 4'-0° MIN. 4. COORDINATE LENGTH OF LIGHT CORDS WITH DISTANCE TO TRANSFORMER AND/OR POWER SUPPLY. CORD SOURCE WITH TRANSFORMER No. Revision/Issue Date LENGTH MAY REQUIRE ADJUSTMENT OF VOLTAGE AT STEP-DOWN TRANSFORMER TO AVOID EXCESSIVE VOLTAGE DROP. IF SO, PROVIDE TAPS FOR TRANSFORMER AS REQUIRED. JUNCTION BOX 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL EQUIPMENT, IF SERVICE PANEL INCOMING POWER SUPPLY RIGID, IMC OR NON METALLICCONDUIT APPLICABLE. = Z 6. ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 120 -VOLT 15- OR 20 -AMPERE RECEPTACLE POOL LIGHT BRASS OR NON METALLIC NWI_ ON A GENERAL PURPOSE BRANCH CIRCUIT, RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT. FROM NEUTRAL BAR CONDUIT OR APPROVED AND NOT MORE THAN 20 FT. FROM THE INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL BE LOCATED TO GROUND EQUIVALENT NOT MORE THAN 6 FT. 6 IN. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL (NOT Z APPLICABLE TO INDOOR POOLS WHERE COMPLIANT RECEPTACLES ARE AVAILABLE). PUMP - UNDERWATER LIGHTS SHALL BE UL LISTED AND 7. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING SURFACES WITHIN MOTOR NEUTRAL GROUND BAR COMPLY WITH NEC AND SHALL FEATURE AN ao THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER. THE BAR TRANSFORMER INJECTION MOLDED PVC SHELL. SHELL SHALL HAVE BONDING GRID MAY BE COMPOSED OF STEEL REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER FLEXIBLE CORD A 1" NPT CONDUIT WITH OPENING PACKING GLAND. CONDUCTORS. 6 X 6 X 10 WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED ON LIGHT SHALL BE HOUSED IN A THERMOPLASTIC CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR #8 SOLID COPPER ENCAPSULATION BOLTED TO A THERMOPLASTIC JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER_ 3 CONDUCTOR GROUNDING TERMINAL FACE RING FOR COMPRESSING OF A 360° DOUBLE , COVER. THE INSTALLATION MUST BE IN ACCORDANCE WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC) - LATEST AND THE FLORIDA BUILDING CODE (FBC) - LATEST W/ AMENDMENTS. � H -N -G #8 BOND TO i � #8 BOND TO WALL SYNTHETIC GASKET. LENS SHALL BE PRISMATIC IN FUNCTION. 8. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN NOTE #8, ABOVE: AN STRUCTURAL STEEL GROUNDBAR �#8 BOND IN STRUCTURAL UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID COPPER WIRE BURIED TO PVC CONDUIT STEEL SS LIGHT FIXTURE & A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE CONTROL PANEL NICHE W/ 12V LED LAMP WALL OF THE SWIMMING POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C) OF THE NEC (2011), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. TYPICAL GROUNDING SCHEMATIC #8 AWG PRESSURE GROUND N.T.S. CONNECTOR TO COMMON TYPICAL POOL LIGHT DETAILSTEEL 9. POOL LIGHTING SHALL BE CONTROLLED BY TIMER, INTERMATIC T100 SERIES OR EQUIVALENT. BONDING WITH REINFORCING (i1.0N.T.S. OR PLUMBING \ Ls-wtglf1f\projects\2013 Projects\13046 Atlantic Beach Country Club\Plans\pool only\SP8.0.dwg, 5/29/2014 8:55:49 AM, DWG To PDF.pc3 #4/0 AWG BARE COPPER GROUNDING CONDUCTOR. BURY A MINIMUM OF 30" (762mm) BELOW GRADE. EXOTHERMICALLY WELDED CONNECTION. 10'x 3/4" (3m x 19mm) COPPER CLAD GROUND ROD B TYPICAL GROUND ROD DETAIL E 1.0 NOT TO SCALE Q)UJ a ing Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE POOL BONDING & GROUNDING PLAN & DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP8e0 ��• e L • Vy, LL, • IES c1q CG "ti . J ° FUo�Q co si /) .° • mow• t� o a ��i / �� •O •.... •..'' O'er ` ®� M�� REGISTERED ENGINEER UNITED POOL & SPA ASSOCIATION cPA Florida Swimming Pool Association A MEMBER No. Revision/Issue Date Q)UJ a ing Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net Project Name and Address POOL & FUTURE INTERACTIVE WATER FEATURE CONSTRUCTION PLANS ATLANTIC BEACH COUNTRY CLUB SHEET TITLE POOL BONDING & GROUNDING PLAN & DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS Project 13046 Date MAY 2014 Scale AS NOTED Sheet SP8e0