The URL can be used to link to this page

1600 Selva Marina Dr Pool 2014 (2) Plans I n JJ ..„eraaaaaaaaasa,... - - - DRAWING NO. DESCRIPTION �-TIM ��qq`' POOL MAINTENANCE EQUIPMENT LIST5P0.1 INDEX,GENERAL NOTES,AND EQUIPMENT LIST ��E �` 'u�° °�`��•J✓ No. POOL SAFETY EQUIPMENT LIST SP1.0 OVERALL SITE PLAN ° N . a w NO. REQ'D. ITEM MANUFACTURER* CATALOG NO. DESCRIPTION SP2.0 ZERO ENTRY,WADING POOL&FOUNTAIN GEOMETRY PLAN �T No,41215 NO. REQ'D. ITEM MANUFACTURER" CATALOG NO. DESCRIPTION SP2.1 COMPETITION POOL GEOMETRY PLAN ya i 1 1 VACUUM HOSE 1-1/ "x 50'(MAX)HOSE SP2.2 COMPETITION POOL SECTIONS ..._.._-__ _ .._ ..- -._.............._ -- - _.....__-.__.... --...- --- - -- _. -- 4 2 1 WALL BRUSH RAINBOW 905 24"CURVED ALUM.,NYLON BRISTLES 1 1 SHEPHERD'S HOOK RAINBOW 153 SAFETY POOL HOOK SP2.3 WADING POOL&WATER FEATURE SECTIONS �� ° _ .... .. ... -- -- -- -......-- --._._.. --- - - - - -- ----- -- -. _-- ....-- - ------ FEATURE MECHANICAL PLAN - - SP3.0 ZERO ENTRY,WADING POOL&F '°� ®"�� ,•'' =� 3 1 POLE FOR ABOVE RAINBOW 820-16 1 PIECE, 16' POLE 2 1 POLE FOR ABOVE RAINBOW 820-16 1 PIECE, 16' POLE �.,� , ;°°_. ,•°°� � qq°' _------._......_ _. .._.............................----------...----_-.-.. �_......-. _.._ _ __._....._. -- .-.._. .-...__ qq -_ -_ SP3.1 COMPETITION POOL MECHANICAL PLAN ��,, A� qq 4 1 LEAF SKIMMER RAINBOW 119 W/ ANDLE 3 1 LIFE RING BUOY SWIMTIME P014750 30"RING W/45'ROPE ` !' Iio'o, P°E -_......._ - _ ------ - -- ____ _ SP3.2 EQUIPMENT AREA MECHANICAL PLAN 'N(Mi ,• --.....- ---_---R-------..........- -- -._.... -----..-__-------_-------------------- I1SEa#4X215 5 2 POLE HANGER SET RAINBOW 143 ME AL 4 1 LIFE RING HOLDER SWIMTIME P014850 STAINLESS STEEL HOLDER - SP4.0 POOL DETAILS REGISTERED ENGINEER W F EQUIPMENT LIST 5 3 POOL RULES SIGN PER FAC CODE _ - - REFER TO POOL NOTE 19. SP4.1 POOL DETAILS 6 8 UNDERWATER LIGHT PENTAIR INTELLIBRITE 5G 601107 12V, 100'CORD, LED LIGHT SP4.2 POOL DETAILS NO. QUAN. ITEM MANUFACTURER CATALOG NO. DESCRIPTI N -"-� -T-- - -""--" --- - -- SP4.3 COMPETITION POOL FILTRATION UNIT 7 8 NICHE FOR ABOVE PENTAIR 78210600 - 1"REAR HUB SP4.4 WADING POOL FILTRATION UNIT TION EQUIPMENT CABINET VAKPAK CP1501WF-6 NCLUDE THE FOLLOWING: RECIRCULATION PUMP 8 _ 8 TRANSFORMER FOR ABOVE SAFETY-VOLT 64-150 120V PRI, 12V SEC SP4.5 INTERACTIVE WATER FEATURE DETAILS 1 1 RECIRCULA Q FILTERS,FEi TURE PUMP,ORP CONTROLLER,CHEMICAL 9 1 TEST KIT TAYLOR K2005C CL, pH,TDT,ALK, ETC. SP4.6 INTERACTIVE WATER FEATURE DETAILS SP5.0 COMPETITION POOL RECIRCULATION SYSTEM SCHEMATIC FEEDERS, AIN POWER FEED. REFER TO DETAILS FOR FURTHER SP6.0 LIFE SAFETY PLAN INFORMATION.- SP7.0 STRUCTURAL DETAILS UNITED POOL & SPA ASSOCIATION 2 1 REMOTE CHEMICAL TANK VAKPAK 32VE 32 GALLON FOR HYPOCHLORITE STORAGE; LOCKABLE SP8.0 POOL BONDING&GROUNDING PLAN&DETAILS 3 1 REMOTE CHEMICAL TANK VAKPAK 15VE 15 GALLON, FOR ACID STORAGE; LOCKABLE WADING POOL EQUIPMENT LIST _ NO. QUAN. ITEM MANUFACTURER CATALOG NO. DESCRIPTI N POOL EQUIPMENT SCHEDULE (CONT.) INDEX TO DRAWINGS 1 1 RECIRCULATION EQUIPMENT CABINET VAKPAK CP52VC INCLUDES T E FOLLOWING: RECIRCULATION PUMP, Florida Swimming Pool Association FILTERS,V CUUM PUMP,ORP CONTROLLER, CHEMICAL 1. CONCRETE ADMIXTURE: POOL SHELL STRUCTURE SHALL BE OF SHOTCRETE CAST-IN-PLACE f. DEPTH 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 CONSTRUCTION. ALL CONCRETE MIX USED ON THE JOB SHALL INCLUDE XYPEX C-SERIES FEEDERS, AIN POWER FEED. REFER TO DETAILS FOR FURTHER N AND 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 ADMIX. CONTRACTOR SHALL CONSULT WITH THE LOCAL XYPEX TECHNICAL REPRESENTATIVE INFORMATION. THE POOL WATER; WHEN OPEN-TYPE GUTTER DESIGNS USED, DEPTH MARKERS SHALL BE LOCATED ON BACK OF GUTTER WALL. MAXIMUM PERIMETER DISTANCE FOR ASSISTANCE IN DETERMINING THE MOST APPROPRIATE ADMIX PRODUCT FOR THE JOB. _ - BETWEEN MARKINGS SHALL BE 25 FEET. CONTRACTOR SHALL VERIFY EXACT DEPTH PRIOR TO PLACING DEPTH MARKINGS. ALL DEPTH MARKINGS SHALL BE TILE. WEATHER CONDITIONS, CONCRETE SPECIFICATIONS, ETC. MAY AFFECT THE ADMIX 2 1 REMOTE CHEMICAL TANK VAKPAK 32VE 32 GALLON, FOR HYPOCHLORITE STORAGE; LOCKABLE 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" SPECIFICATION. PREPARE PRODUCT AND APPLY IN ACCORDANCE WITH MANUFACTURERS 3 1 REMOTE CHEMICAL TANK VAKPAK 15VE 15 GALLON, FOR ACID STORAGE; LOCKABLE INSTRUCTIONS. AFTER THE NUMBER. MARKINGS SHALL BE 4 INCHES HIGH(MIN.). 4 2 MAIN DRAIN SUMPS A.S.A. FPK-50-809 - 9"X 9"W/ TERSTOP FLG , 3"CONNECTION -- 2. COLD JOINTS: ALL COLD JOINTS SHALL BE TREATED WITH A SLURRY COAT OF XYPEX - �;__..._ _.._....._._. .... -....- --... -..__.... ........... -.-__ -- - _....---- ` 5 2 MAIN DRAIN COVERS AQUASTAR P9101 9"X 9"SQ. GB GRATE, 196 GPM @ 1.5 FPS 2.1 "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 CONCENTRATE PRIOR TO THE SUCCESSIVE CONCRETE APPLICATION. PREPARE PRODUCT _-_......__ ..._.._._....._._....___---...........-_-.............__-__..._.-.....---_....._-.- .__---_._.........Q._..._-__ ____........._._-........__....._...-.-_...._.____.__-__-_...._. BETWEEN MARKINGS SHALL BE 25 FEET. ALL MARKINGS INSTALLED ON HORIZONTAL SURFACES SHALL HAVE SLIP-RESISTANT FINISH. MARKINGS SHALL BE TILE AND AND APPLY IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. CONTACT THE LOCAL -PA 6 2 WALL RETURN FITTINGS HAYWARD SP1022S 1.5" INLET FITTING SHALL 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" XYPEX REPRESENTATIVE FOR COORDINATION. L" 7 2 3/4"EYEBALL FITTING - HAYWARD - SP1019 3!4" DJ. EYEBALL FITTING MARKINGS. 1 ADMIRAL SKIMMER PENTAIR S20 #84420605 FLAP WEIR, "SLIP, NSF APPROVED - -- -" 3.. PIPING RECOMMENDATION: SCH 80 PVC IS RECOMMENDED FOR PREVENTION OF CRACKING DUE TO SETTLING. OWNER MAY ELECT TO SUBSTITUTE SCH 40 PVC IF 3. GROUT SEALER: SEALER SHALL BE APPLIED TO ALL GROUT LINES. SEALER PRODUCT g � - .INFORMATION SHALL BE SUBMITTED BY CONTRACTOR TO ARCHITECT AND ENGINEER FOR MEMBER - -"- -- - - - -" "- -"-" DESIRED. ALL PIPING SHALL BE NSF w APPROVED. ANY PIPING EXPOSED TO SUNLIGHT SHALL BE COATED FOR UV PROTECTION. ALL EQUIPMENT COMING INTO 9 2 HYDROSTATIC RELIEF VALVES HAYWARD SP1056 1.5" p `AP?RQVAL. ............... -........._........ ......---........- -.... .-._...............------............-- --- ....._....... --- ---.......... ....... ...---------------.....1----....-......-------....--------------- ....-.....-.....------------------...........-...................- .......................-- - ----- CONTACT WITH POOL WATER TO BE CERTIFIED BY NSF OR BY THE MANUFACTURER TO BE LEAD-FREE. r ; 10 2 COLLECTOR TUBE FOR ABOVE HAYWARD SP1055 4. NOT�F, CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL WATERPROOFING MATERIALS _-__ _ -- _ __"""""" ..._..._--__...__....... _.........._._....-__--. __..._._-__ _ __......_..-_ __-. ------ POOL WASTE WATER SHALL BE DISCHARGED THROUGH AN AlR GAP. DISPOSAL FROM D.E. TYPE FILTERS SHALL BE ACCOMPLISHED THROUGH.SEPARATION TANKS _- _._...... ........--.. -..-...- 4. P 11 1EQUALIZER FITTING W!GRATE HAYWARD SP1022S 1.5"SKT X 2"MIP _ - -.--_---_ WITH DISPOSAL TO SANITARY SEWERS, STORM SEWERS, DRAINFIELDS, OR OTHER MEANS, 1N ACCORDANCE WITH LOCAL REQUIREMENTS INCLUDING OBTAINING ALL USED QN THE PROJECT. 12 1 _ VACUUM FITTING W/SAFETY LOCK COVER- - HAYWARD SP1022S/W400AWHP 1.5"SKT X "MIP, VAC-LOCK SAFETY COVER � LOCAL PERMITS. WATERPROOFING NOTES J. A RINSE SHOWER SHALL BE PROVIDED ON OR NEAR THE POOL DECK, WITHIN 20 FEET OF THE NEAREST POOL WATER'S EDGE (NOT REQUIRED FOR INDOOR POOLS). ` COMPETITION POOL EQUIPMENT LIST S. HOSE BIB WITH VACUUM BREAKER SHALL BE PROVIDED FOR DECK WASH DOWN. ' NO. QUAN. ITEM MANUFACTURER CATALOG NO. DESCRIPTI N SWIMMING `POOL CONTRACTOR SHALL CONSULT THE GEOTECHNICAL INVESTIGATION 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 PERFORMED BY ELLIS &ASSOCIATES, INC., DATED: AUGUST 23, 2013. CONTRACTOR SHALL BE CONCRETE OR OTHER NON-ABSORBENT MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED AT A MINIMUM OF TWO PERCENT 1 1 RECIRCULATION EQUIPMENT CABINET VAKPAK - INCLUDES HE FOLLOWING: RECIRCULATION PUMP,VARIABLE TO 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 ;, FAMILIAR WITH THE RECOMMENDATIONS INCLUDED WITH THE REPORT AND INCORPORATE THE FREQUENC DRIVE,VACUUM PUMP,ORP CONTROLLER,CHEMICAL RECOMMENDATIONS INTO CONSTRUCTION OF THE POOL(S)AS NECESSARY. BE 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 _{1 FEEDERS, AIN POWER FEED. REFER TO DETAILS FOR FURTHER SOIL ARE PROHIBITED. ; INFORMATI N. 7• OUTDOOR LIGHTING REQUIREMENT: IF NIGHT SWIMMING IS REQUIRED, OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF THREE FOOT CANDLES OF ILLUMINATION GEOTECHNICAL NOTES 2 1 REMOTE CHEMICAL TANK VAKPAK 99VE 99 GALLO , FOR HYPOCHLORITE STORAGE; LOCKABLE 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. 3 1 REMOTE CHEMICAL TANK VAKPAK 52VE - 52 GALLON, FOR ACID STORAGE; LOCKABLE ----------------- - -- ------.- --------------------- ----....................---------.... --------------------...-............ ----•------......-- -....---- -- E SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH THE 4 1 COLLECTOR TANK VAKPAK CT720 720 GALL N;(2)12"MAIN DRAIN&12"GUTTER 8. r ELECTRICAL EQUIPMENT WIRING AND INSTALLATION INCLUDING GROUNDING OF POOL COMPONENTS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE-LATEST. 1. CONTRACTOR SHALL VISIT TH ._.._ ----...- -..____..._-.--_..._.__._. .__._..- -._.---__....._..__..._._._.- OTHER ENCLOSURE AND SHALL BE INACCESSIBLE TO THE PUBLIC. FIELD CONDITIONS. 5 2 VERTICAL SAND FILTER MIAMI FILTER VCOM-60 2 @ 60"DIP., 39.2 SF TOTAL;4" _ 9. CHEMICALS SHALL BE STORED IN A COOL, DRY,AND WELL-VENTILATED AREA UNDER A ROOF OR R _._..-._.-- _...__--_-...___._..__-.. _ __.--.-___..__. -. 2. IN ACCORDANCE WITH THE GENERAL CONDITIONS, IT SHALL BE THE SOLE RESPONSIBILITY 6 1 DUAL VESSEL SINGLE LEVER LINKAGE MIAMI FILTER FOR ABO E OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, STRUCTURES AND _ 10. GROUND HANDRAIL'AND LADDERS WITH#8 COPPER GROUND WIRE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 7 1 PRESSURE GAUGE PANEL FOR ABOVE MIAMI FILTER - EFFLUENT GAUGES; 3-1/2"FACE;0-60 PSI OBSTRUCTIONS BOTH ABOVE AND BELOW THE GROUND SURFACE. ALL DAMAGE 10 1 BACKWASH SIGHT GLASS FOR ABOVE MIAMI FILTER - '11. FLOORS `AND WALLS SHALL BE WHITE OR LIGHT PASTEL IN COLOR. WRITTEN APPROVAL MUST BE OBTAINED FROM THE HEALTH DEPARTMENT PRIOR TO RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY SHALL BE REPAIRED AT THE -- INSTALLATION OF ANY DESIGN OR LOGO ON POOL FLOOR OR WALLS. CONTRACTOR'S EXPENSE. - -- -- - "MIP 11 36 FLOOR RETURN INLET HAYWARD SP1425S 1.5"SKT X -- --•-"-------------"-"----------- -- -------- - "-------- --- 3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED AND MULCHED r 12 2 MAIN DRAIN SUMP A.S.A. FPK- 12"X 12" WATERSTOP FLANGE;8"OUTLET 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. ACCORDING TO THE SPECIFICATIONS,AS NECESSARY. 13 2 MAIN DRAIN SUMP - - - A.S.A. FPK- 18"X 18" WATERSTOP FLANGE; 10"OUTLET 4 SHOWN ON .................._...._._._----_...._.-..__. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS VARY FROM WHAT IS 14 2 MAIN DRAIN GRATE FOR ABOVE AQUASTAR - 12"X 12"; HITE;VGB APPROVED 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 THESE PLANS,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 15 2 MAIN DRAIN GRATE FOR ABOVE AQUASTAR 18"X 18";WHITE;VGB APPROVED ACCEPTABLE PURPOSE. _ -- 5. CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT-LADEN RUNOFF 16 -4 COLLECTOR TUBE FOR ABOVE HAYWARD _ SP1055 RESULTING FROM STORM EVENTS DURING THE CONSTRUCTION PHASE. EROSION CONTROL f4. VACUUM.FITTINGS SHALL BE FLUSH MOUNTED NO MORE THAN 15"BELOW WATER LEVEL. FITTING SHALL ALSO INCLUDE A SPRING LOADED SAFETY COVER. 17 4 HYDROSTATIC RELIEF VALVE FOR ABOVE HAYWARD SP1056 1.5" FACILITIES SHOULD BE INSTALLED EARLY DURING THE CONSTRUCTION PERIOD SO AS TO --------------- ....-- -----------.._------------------................. ......--------------......-------------.........•-------.....--------.......-- ---------------------- TRANSPORT O F SEDIMENT INTO SURFACE WATERS. RE-VEGETATION AND 18 90 LF ZERO ENTRY TRENCH A.S.A. FPK-90-1201 12"TRENC WIDTH;27'6"FT CENTERLINE RADIUS; FIBERGLASS 15. RECIRCULATION EQUIPMENT TO BE COVERED BY WEATHERPROOF, LOCKABLE ENCLOSURE WITH ADEQUATE CROSS VENTILATION. ACCESS SHALL MEASURE 3' X 6' PREVENT THE _,,,,,_-_--_,,,,_,,,-,_-"___,,,-_-._.,,,..__.............._ .. ._._..- __.._. _--_ ___ -._ _ (MIN,). ENCLOSURE SHALL INCLUDE LIGHT WHICH PROVIDES MIN.30 FC ILLUMINATION. STABILIZATION OF DISTURBED AREAS SHOULD BE ACCOMPLISHED AS SOON AS POSSIBLE ` 19 90 LF GRATING FOR ABOVE LAWSON AQUATICS - 12"WIDTH;27'6"FT CTRLINE RADIUS; PERP.BARS;WHITE TO REDUCE THE POTENTIAL FOR FURTHER SOIL EROSION. No. Revision/Issue Date --- ...... -------- -- - _._.-... ------- - --.-. - ---..._-- _._ -- - ----....._.. - --- 20 6 BUBBLER NOZZLE DELTA FOUNTAINS DFGEN-150 1-1/2"MIP;W/BONDING LUG 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 6. -_PIPE JOINT DEFLECTION, WHERE REQUIRED, SHALL NOT EXCEED 50% OF THE MAXIMUM 21 1 Y-STRAINER FOR ABOVE HAYWARD INDUSTRIAL YS10250S 2-1/2"SKT;316 SS SCREEN INCHES GREATER THAN THE DEPTH SHOWN ON ADJACENT DEPTH MARKERS. RECOMMENDED BY THE PIPE MANUFACTURER. 22 20 LF ROPE FOR SLOPE TRANSITION UNITED INDUSTRIES P111600 3/4"DIA.; ED/WHITE _ - 17. PRESSURE GAUGES SHALL HAVE 2"MIN. DIA. FACE WITH 0-60 PSI RANGE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT ALL PERMITS FOR x 23 4 FLOATS FOR ABOVE UNITED INDUSTRIES P111063 RED/WHITE;W/INTEGRAL FLOAT LOCKS CONSTRUCTION HAVE BEEN OBTAINED. THESE PERMITS SHALL INCLUDE, BUT NOT BE -..............................-........ ------------------------•--------------------- -.....-----...-.........-----.....--.. --......... --- - ------- ----- - -- -- LIMITED TO DUVAL COUNTY BUILDING D EPARTM ENT O R FLORIDA DEPT.O F HEALTH. w 24 2 ANCHORS FOR ABOVE PARAGON 70316SS W/INTEL L BAR;STAINLESS STEEL 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 w -- --.-.......... -....... --------------------------------------- - -- 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 U) 25 1 GAS HEATER LOCHINVAR CPN-752 NATURAL AS;CUPRO-NICKEL EXCHANGER 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 8. A HORIZONTAL SEPARATION OF 6 FEET (MIN.) SHALL BE MAINTAINED BETWEEN PARALLEL N s --------------- -- ---- -- WATER AND SEWER LINES, WHERE WATER AND SEWER LINES CROSS, 12-INCHES OF _ ___..-._-......_- Certificate of Authority No. 28177 -------- -------- - ---- -_""""--"-""-"""�" AREA,AND INTERACTIVE WATER FEATURES OR WADING POOLS WITH TWO FEET OR LESS OF WATER DEPTH ARE EXEMPT FROM THIS REQUIREMENT. U. PA 26 1 VENT KIT FOR ABOVE LOCHINVAR ODK30005 OUTDOOR KIT VERTICAL CLEARANCE SHALL BE MAINTAINED. WHERE WATER AND SEWER LINES CROSS Q Y 27 1 FLOWMETER BLUE-WHITE 30800P FOR 8"PI E;500 TO 1900 GPM RANGE _ 19. THE FOLLOWING RULES SHALL BE POSTED AT OR NEAR POOLSIDE AND SHALL BE LEGIBLE FROM POOL DECK: AND 12" CAN NOT BE MAINTAINED, A 20 L.F. SECTION OF DUCTILE IRON OR PVC PIPE SHALL Q 4337 PABLO OAKS CT., SUITE #101 1 NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK. BE CENTERED AT THE POINT OF CROSSING. THIS SITUATION MAY OR MAY NOT BE NOTED o JACKSONVILLE, FL 32224 28 1 THERMOMETER - TRERICE B822Y 0203 2"FACE O ON THE DESIGN DRAWINGS IN EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST o (2)NO GLASS OR ANIMALS IN THE FENCED POOL AREA(OR 50 FEET FROM UNFENCED POOL). PH 904-223-9773 FX 866-832-9236 DECK/COMPETITION EQUIPMENT LIST (3)BATHING LOAD:-PERSONS BE APPROVED IN WRITING BY THE ENGINEER. z (4) POOL HOURS: A.M.TO 9. WATER SUPPLY FACILITIES AND PIPES SHALL BE INSTALLED, CLEANED, DISINFECTED AND z www.wetengineering.net (5)SHOWER BEFORE ENTERING NO. QUAN. ITEM MANUFACTURER CATALOG NO. DESCRIPTION (6) DO NOT SWALLOW THE POOL WATER BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST 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 APPLICABLE AWWA STANDARDS AND FDEP RULES. j Project Name and Address 1 1 HANDRAIL SR SMITH CUSTOM S.S. 3 BEND DIVING WELL CONFIGURATION SHALL HAVE"NO DIVING"IN FOUR-INCH LETTERS INCLUDED WITH THE ABOVE LISTED POOL RULES. J POOL & INTERACTIVE WATE R 10, ALL UNDERGROUND UTILITY COMPANIES SHALL BE CONTACTED AT LEAST 48- HOURS PRIOR > 2 2 ANCHOR FOR ABOVE SR SMITH IAS-100 4"; BRONZE; REFER TO MFR EMBEDMENT INFO TO COMMENCING CONSTRUCTION. o - -- - --------------------------------------- ------------------------------------------------------------ ------ -- -- .......... ------- -- -- - ....... --- 11-------- "" 20. THERE SHALL BE NO PROVISION FOR DRINK OR FOOD SERVICE FACILITIES WITHIN 12'OF THE WATER'S EDGE. FEATURE CONSTRUCTION PLANS 3 14 ESCUTCHEONS SR SMITH IEP-100 FOR 1.90" D.D.TUBING;OBLONG;CHROME PLATED BRASS ° _..__.........______ _.__.. DRosTATIcvALVE. 11. ATLANTIC BEACH COUNTRY CLUB 21. EACH MAIN DRAIN SHALL INCLUDE INSTALLATION OF A HYDROSTATIC PIPING SHALL BE PRESSURE TESTED PRIOR TO COVER RETURN PIPING { 4 9 RECESSED TREAD SR SMITH 3 STEPS_- HITE_17.5"X 7" _-- ---- - ---- AT 50 PSI FOR TWO HOURS. MAIN DRAIN, SKIMMER, AND GUTTER PIPING SHALL BE TESTED = ......... UJ 5 2 VACUUM FITTING HAYWARD 1022S 1.5"SK X 2"MIP 22. LADDERS SHALL BE OF THE CROSS-BRACED TYPE, BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS AND BE SECURELY ANCHORED INTO THE POOL DECK. - AT 5 PSI FOR TWO HOURS. CONTRACTOR TO USE WATER TESTING O m SHEET TITLE 6 2 COVER FOR ABOVE HAYWARD W400AWHP VAC-LOC SAFETY COVER CLEARANCE BETWEEN LADDER AND POOL WALL SHALL BE BETWEEN THREE TO SIX INCHES. LADDERS SHALL EXTEND AT LEAST 28 INCHES ABOVE THE POOL DECK. o INDEX, GENERAL NOTES, -- 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 7 1 EQUALIZER FITTING HAYWARD 1022S 1.5"SKTX 2"MIP TOP ON ALL OTHER TYPE POOLS. GENERAL NOTES � AND EQUIPMENT LIST 8 1 COVER FOR ABOVE HAYWARD 1026 1.5" -- --- w --..........-......--.-..-............._.......__....._-..-.. ---------------- ----- --- - 23. COLLECTOR TANKS SHALL BE SIZED TO PROVIDE A MINIMUM ONE MINUTE OF RESIDENCE TIME AT DESIGN FLOW. Q 9 7 FLOATING LANE MARKERS COMPETITOR 6"GOLD MEDAL 75'-1"EACII;COLORS PER DETAIL,SHEET SP2.2 U 10 14 CUP ANCHORS FOR ABOVE PARAGON - 70316SS W/INTEGRAL BAR;STAINLESS STEEL 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 x 11 2 REELS FOR ABOVE COMPETITOR STOR-LANE - v DESIGNED BY 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 /TC COMPETITOR STOR-LANE VINYL NOT CONTAIN FOOT BATHS, CARPET OR DUCK BOARDS. FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIALS AND SHALL HAVE w V V J 12 2 REEL COVER -- 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 o 13 4 BACKSTROKE STANCHION - SR SMITH 101678 0.145"TH .WALL;TYPE 304 SS CLEANING. N DRAWN BY 14 2 ROPE&PENNANT FOR ABOVE PARAGON 40102 12"X 18" P NNANTS;SPECIFY POOL WIDTH 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 j MAC 15 2 FALSE START STANCHION SR SMITH 10165 0.145"TH .WALL;TYPE 304 SS OF POOL AND AT LEAST FOUR FEET ABOVE THE SURFACE OF THE POOL. a CHECKED BY .__.__ __-.. -...._..._... ._-..__.....__..__. ......_.._ ___..._.__-___....._..._-._...._.-.__.--_.__. .__..._.... ._-......._.._ .....___-._--_-.....-..___.....-._._._.._. ..___._.....__._.....-_._.._ f a .. 16 1 ROPE FOR ABOVE -- - _-- - ---- - ---- - -- gI � ,.{ o < __ _ _......_...__._.-_.....-........___.._--_-- __._.. _..._ ..._----- _..__.. ..... .-- _.._--_ - _-. 2 . TEN PERCENT OF THE DECK ALONG THE POOL PERIMETER MAY BE OBSTRUCTED. OBSTRUCTIONS SHALL HAVE WET DECK AREA BEHIND OR THROUGH THEM, WITH 17 6 ANCHORS FOR ABOVE SR SMITH AS-100D 6';CAST B ONZE;W!BRASS CAP co WT 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 °•' F� �' r:�� z '{ 18 6 STARTING PLATFORM SR SMITH LEGACY 21 18 W/ESCU HEON PATRON ACCESS.WHEN AN OBSTRUCTION EXISTS IN MULTIPLE AREAS AROUND THE POOL THE MINIMUM DISTANCE BETWEEN OBSTRUCTIONS SHALL BE FOUR FEET. W { t ` Project Sheet ,I t F I Lii�� r 19 6 ANCHOR FOR ABOVE SR SMITH 27-107 ROCK SO ID ANCHOR; CUSTOM LENGTH AS NEEDED FOR PAVERS - - - _ ----- --_ T----_-- ____---.. ...- ._.._......_.._ _._..-_ _.-._-_.____......- 27. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN i� ""� '.' � 1 046 -- -- ---- -- --- - a �_ 3 20 3 RECESSED STEP FIGURE 4 HANDRAIL SETS SR SMITH 10181-MG 1.9("O.D.x 0.146"WALL, FIG.4, MARINE GRADE ELIMINATING UPLIFT PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF A GRAVEL BED WITH UNDERDRAIN PIPING SYSTEM IN AREAS WHERE _ r *R --- - o ___-_.-__._..----........-..- __--- _•- _------- -••• _-- ---------------- -•-•---------- ----"" --- -- GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND. v Date 21 i - FOIA C;0 E,COMMI .NCE J DEC. 2013 28. THE SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. �+� z ��Ga r y a Spool *EQUIPMENT INCLUDED IN THIS LIST MAY BE SUBSTITUTED WITH EQUIPMENT CONSIDERED EQUIVALENT BY THE ENGINEER, UNLESS OTHERWISE NOTED. �kX ` �t�:�.ANTIC REAL ALL EQUIPMENT SHALL CARRY AN NSF APPROVAL OR UL LISTING. 29. CONTRACTOR IS RESPONSIBLE FOR ALL PIPE SUPPORTS AND HANGERS AS REQUIRED. , E�'E R FN FORP.DDI'TIONAL z scale Qus�WINTSANDCONDF SONS. Q AS NOTED 7 ' ,/-6 i POOL EQUIPMENT SCHEDULE POOL NOTES � `;.. �a s -ro*° Yom. •'r��"•.- �� -- n R M R E i No. -TATE 0F: , •I ' € I T. SEGMENTAL BULKHEAD WALL SEE AKE ?ZKI EIN s I4��tuiC—��,��!SAL S WILLIAIV�'�{s8t�tET T;'PE. FFOR i A`'I'Ola' F SEC-1 IO�v _ _ _ _ __. - - - _ _. _ - - LICENSE#41215 ENGINEER WALL POOL & FOUNTAIN ARE EQUIPMENT 4 V,-X- ill iI! x X, UNITED POOL & SPA ASSOCIATION 00 _ NORTH \- \, / ti ° SCALE: 1/8"= V-0" Florida Swimming Pool Association 0 4' 8' 16' 24' 4 h '`. - I ----$'r-�$t-�-`xi$$+�i s$�`I?�-F�$$4f$+.3 3�t$3$$$$##-4�3-3�-€$$"r$$'t's's$�-ed$i$$$�-9#� %E,. a :r --.z . ,r�.• r '"� �, 4' � \ • � `•, � \ �, \ � � ��-.'ctr,t,'�'s3, .3'rt$#'r'r�.3-��.r3.�*�'rl-s#t$�rrtse5's�t��3#art'rr$'rt'tF3�e�$$�sf$3's'�:-r'r$$'�?r6��' �-$�-*#$ } � � t`'� f t ` `� ------- .. ., \; i / JAAPA ............... , t r-- `v'---:'ji-3'"�': .tt; ,:,.. yst ,t .9 _ i I I-ISI;ten I MASONRY MEMBER -- I �,� S,#,-�t.9�i< 9*,#,X79.,t.'r'r3�s%��t~-$tx€t+rticLF��r4r$tt*#'$@rt•8#t$it$$$�.3t$;"r#�s'a'"a�:�a$$ at�31�tt3i#'ttil�t'r��r$t�i+f a.r �- a aa.=• *', •� \ � f' BACKBOARD I; $t,.t �t9,3c$ttt$ 33333r t$� eta — S , l • , j �--- INT , WATER" I - _ _ `', '`' �'Irfft� ttttt$ �f$t: , a a:a• r• \_ ._. _ FOUNTAIN $tr,,�-��-��-�33r,isr3-E-�z<�r$$$r�3-if-��r$$rz9$t-c��$�r$?�•u�'a-f�$s�fr$$9+}td� $'s$$§7t+`."."'aar}'e$C�"'s$$$'%=' i I 1 t f COMPETITION POOL / L..----... / �'', �`' `\ � ,�f —t-t-Lt-€-:�$t°rtt'��1�t�rt'r3t'•t3 2€t 3 t+rtt$:tt��1-t-�-t�r'r#$$'S't's-�-F�-t$t 3 r#',�s i!�t n r�F �. �„a X. I I / '*,, _ / $rt+.rs,i-�.-�-.i-.6 „$c9�f-�-�'�t$t*�-E-t-€2-$t&7td.'Jd't�-iL$$ins#it-$t�-'�r$�r$t$tu$$'��i+'ti`v�r$ti t .r -a-:: ��; p•• - .- --.. - - -..�' -r,, = � t-'�5-'rid$$�-$'t�.t•.�-��-�-�-.$t$$�.�-�-$,..$$'2s$;'a-a-�-t-$�-$$ttt��-�'.�sea-�$$$�h-a��-------- � —'�-_ 1 ` . / � _._._�.��_ `', ----r$t-Ft$$tast�a-8 8 t#r$-'et€it��$i"t tttt:t+9 3-�-f-t-i$tttt%t-1-3-�-Fxt$ti�s'st-t fi-�-#-t•tt$$i3�-Ei-�'�-�-t'rtS t��-�-�-%-$i$tt.'r'��3 t-9 t-'r'�"f#` .'��2 4t3$�S a+}$��-t r##t $t�'�%3�i . f / N _ I .M1 -Y - SHOWE I / ! -•-...�' 3�i-$9itt's�#��$$$$s t s's 3��e$t'utit-3li-9-3-9-'rt$f$'ti��-�-f�ttttit$�i-t'�-�-'s$t+i tt3$t-3-t-Fye$t$'$$-it.-9-�-�-�-$E$v t:.�s'3-t�#t#$isat s$d F��'r$'s'$ti�tt:§��i$z$t-9'.7 t-.�3�$3 f 'r�$$$$z , t , I,/ / 3$$t$. apt t$$$ to $$tttt $ - I WADING POOL \. 80 S.F. _ Ei — _ t�-33$ttG�, t�-,:..?r$ri,:r�'2-.t3.dr$tr'..3.."itt�,i31�•;#$'3�$8$•rbc$vi?r3+78�'3;X313$3-?$$�; eC'v�.�$t@-�t$-}�333vt$$$�IiF33$t$'S'i::'-�3$art$$'r"rt�.-3-33t$$$t#'cY"�1f-33'r---- \. 4� �� 4 �' \ "y / i ` No. Revision/Issue Date J/ f SWIMMING POOL CK/ 5,635 S.F. / ,L / �f �` LU / / / Uo / /� orf N ---- ' - ,� Certificate of Authority No. 28177 / �- - - _ / � f f ¢ Y z 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 UJ- •` � •�� `�£` � ,f`f / / / / r�`�' T � t r'' �'" lit � PH 904-223-9773 FX 866-832-9236 a, www.wetengineering.net UJ ? Project Name and Address POOL & INTERACTIVE WATER o FEATURE CONSTRUCTION PLANS ZERO ENTRY AREA � �" I ATLANTIC BEACH COUNTRY CLUB LU MUNI I. I � S �/ m SHEET TITLE -''ROOM OVERALL SITE PLAN LL \ t DESIGNED BY LU WTS UJ N DRAWN BY / / / / ;� - .,, _ .,•�' -- �' / ,, ` -� MAC CHECKED BY / / / z WTS OLUEI-IOIJSC / / / / / / / / / sli�w / / / / / € �� LLICK / \i Project Sheet LU 13046 Date DEC. 2013 SPISO SHOWEF , ¢ / f r U) POOL. BATHROOMS r `> > � z Scale f FITNESS EQUIPMENT TENNIS F'I�O SNC�I� ., '� o AS NOTED I I 4. .r. i SLOPE p 2'-8" 2'_VVpi� • i@@i9@ii7l1964idili/(! 1 '8" 1:27.5 \� �/ 3.81 `., " � n lf 1 PICALFp P H & N'O` I 3'811 ARK \ "' ,>°�G °•° - ` SP2.0 DIVING M (YP.) f 3F 8IN� �® 41215 cam° / I "I FLOAT LINE MAT HLINE`� / L —— 1 .3 — — — — — m — >- BACKSTROKE — — — — —— —— 1 o P v STANCHION & ROPE ....�.,,�. HW ::,.��.�,� „�:„m u�,..., c� .,,w ..r.r��.. .,,,�..,•,. .NW,...,.� ,� � y u S 4.2 -`-.__.--_ �'c. �xrx �u ..... �: wx u _. 5'-6" W W/ PENNANTS (TYP. 4) / �/ x _ ` �,® 8. / 2'-6' O O O N�� LL 27'- r 0 - _J - V_ e 1 27'-6" /ON 5 6 R ESSED READS WILLf/�M1j ajI§A4�+QT+@P.E. / / LICENSE#41215 / —�— — —— — — — —— — — — — —— � NO/ENTRY/ 1 / REGISTERED ENGINEER � SP4.0 SP4.0 RA LS (TYP. ) — �� /PVIARKEF�( YP. 2) SP2.0 / / I 2J31dM MOINHS AalN3ON ®NI 6 0 ®NI 6 �0 2131dM MOIIVHS ANiN3ON T / / j �• I — / NORTH _ — SCALE: 1/4"= 1'-0" \ I _ 2,-311 4'-1y4" 1 0 1 8„ 1 81'0" 4'_14„ 7-3" - I / / I 8 12 17'-0" 20'-0" _ Zz UNITED POOL &SPA ASSOCIATION ILII 2,0„ F111] \ \ / `>, Florida Swimming Pool Association LU ` \ i O N \ . � JAAPA 1'0 ��\ - EPU' BER "Ile IN. • .. t �.�%`� _- \ '�.A \ �, �. '� ,,lllll�i�iiiiii irrrrrrrrrrrr ., / �,` V1, / a_ / No. Revis' Ion/Issue Date ZERO ENTRY AREA VIEW f / SCALE: %" = 1'-0" / X I r \ W T ` L LUN N co Certificate of AuthorityNo. 28177 �r 4337 P BL A 0 OAKS / o CT. SUITE #101 JACKSONVILLE, FL 32224 z PH 904-223-9773 FX 866-832-9236 www.wetengineering.net \ / / '• f w W Project Name and Address / ,� POOL & INTERACTIVE WATER _ FEATURE CONSTRUCTION PLANS ``� �• A ` w z `' \ ATLANTIC BEACH COUNTRY CLUB �" \ SLOPE TO ` / \ / �'`�� 1 , NOTREFER TO HARD = R R6 4 I DRAIN @ 2° ! / ' 1. SCAPE PLAN FOR POOL LOCATION INFORMATION. w „ 1 @\ 2. POWER TO FILTRATION EQUIPMENT TO BE SUPPLIED AND INSTALLED BY m SHEET TITLE R5`.0 60 � J 3 FT 6 IN GENERAL CONTRACTOR. _ ° ,- I ZERO ENTRY, WADING POOL & 3. POTABLE WATER LINE TO THE COLLECTOR TANKS AND STORM/SANITARY o SLOPE SLOPE I I WASTE LINE FROM FILTER EQUIPMENT LOCATION TO BE SUPPLIED AND U 10 �� o I 1. ---DEPTH MARKING AND RED NO DIVING MARKING IN BE W FEATURE GEOMETRY PLAN Aq PM A 1:15 1:15 ; SP2.3 ,� a� —.,.,_ Co PROVIDED AT THESE LOCATIONS. MAXIMUM SPACING IS INSTALLED BY GENERAL CONTRACTOR. w 25'-0". ALL LETTERING TO BE MINIMUM 4"HIGH. MARKINGS 4. PERIMETER FENCE SHALL BE INSTALLED PRIOR TO MARCITE APPLICATION / AND SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. TO BE PROVIDED ON DECK WITHIN 2'-0"OF WATER EDGE AND ON INSIDE VERTICAL WALL ABOVE WATER LEVEL("NO 5. POOL WET DECK SHALL HAVE A MIN.UNOBSTRUCTED WIDTH OF 4 FT. AROUND THE PERIMETER OF POOL,LADDERS,AND HANDRAILS. N DESIGNED BY DIVING"MARKERS NOT REQUIRED ON VERTICAL WALL). 6. WET DECK SHALL HAVE A 2%-4%UNIFORM SLOPE AWAY FROM POOL TO j 1 OPEN GUTTER DESIGNS ARE UTILIZED,DEPTH MARKERS \A/�C PREVENT STANDING WATER. w V V J SHALL BE LOCATED ON THE BACK OF THE GUTTER WALL. 7, THE CORNER INTERSECTIONS OF WALLS WHICH PROTRUDE OR ANGLE INTO u=i • MARKINGS ON DECK SHALL BE NON SKID. MARKING COLOR w DRAWN BY / THE POOL WATER AREA SHALL BE ROUNDED WITH A MIN. RADIUS OF 2 IN. N / SHALL CONTRAST WITH BACKGROUND. 8. ALL INSIDE POOL CORNERS SHALL BE A MINIMUM 90 DEGREE ANGLE. MAC / 2. CONTRACTOR TO VERIFY WATER DEPTH AT MARKING 9. POOL FENCE SHALL BE 48"TALL(MIN.)AND SHALL USE MEMBER SPACING 5 LOCATIONS SHOWN PRIOR TO INSTALLING MARKING. DEPTH TO BE MEASURED T-0"PERPENDICULAR FROM POOL WALL. THAT SHALL NOT ALLOW PASSAGE OF 4"�J SPHERE. ¢ CHECKED BY 10. ACCESS GATES SHALL BE SELF-CLOSING,SELF LATCHING,AND OF 48 INCH o SLOPE �O �Sp Z Z MIN. HEIGHT WITH THE LATCH LOCATED A MIN.OF 54 INCHES FROM THE \ / NF �q NO DIVING ® 3 FT BOTTOM OF THE GATE OR AT LEAST 3 INCHES BELOW THE TOP OF THE Q �� AWAY 2°/ @ ° <��.J y GATE ON THE POOL SIDE. w 11. ENSURE ALL POOL WALLS SHALL HAVE A CLEARANCE OF 15 FEET � Project Sheet so° 60° / �NO ENTRY SHALLOW W PERPENDICULAR TO THE WALL. UJ � 13046 12. DEPTH MARKINGS AND NO DIVING MARKINGS SHALL BE INSTALLED AS Ir/ WATER] SHOWN WITH A MAXIMUM PERIMETER DISTANCE OF 25 FEET. l ~ REQUIR�[�AT TWO LOCATIONS 13. SHOWER TO BE LOCATED WITHIN 20 FEET OF WATER'S EDGE OF POOL LL Date AT ZERO ENTRY AREA (EXACT LOCATION MAY VARY). L 14. CONTRACTOR TO VERIFY WATER DEPTH AT MARKING LOCATIONS SHOWN DEC. 2013 SP200 TY PRIOR TO INSTALLING MARKING.DEPTH TO U' " + \ TYPICAL, QEPTH AND NO E MEASURED 3'0" c9 Scale PERPENDICULAR DISTANCE FROM POOL WALL. z WADING POOL PLAN `` ~ \ INTERACTIVE WATER FEATURE PLAN - < AS NOTED \ SCALE: %" = 1'-0" - ALE: 1 " - 1'-0" j 1 DIVIIV MAEdKi DETAIL 15. DENOTES WATER DEPTH AT THAT LOCATION. tS SCALE: / _ SP2.0 SCALE: N.T.S. 16. COMPETITION POOL IS DESIGNED TO GENERALLY MEET NCAA SHORT o COURSE DIMENSIONAL SPECIFICATIONS. l , T 1 i�1f93+Ae>.. ,jaqq�� 1 I { � -- '� •� \, '�•• \ � any• �:�� 15'-0"lo , NORTH SCALE: 1/4"= V-0" \, L�Ib0NSEr#i�fA E f` 2' • / .� REGIST RED ENGINEER CIJ x/ '`'j,• ``1 ```� � . v -Z9. RE R TO RDSCA E PLANS I / I N F R MO INFORATION ,� CO / <r— — -- - — — - - -�,`:, � - - - -,T```om — - - - - - - - -- —�• - - — -- - — -- - -- ---7- UNITED POOL & SPA ASSOCIATION rOn ,/ \ Gtr a 6 0 4" 6tOtr / \\ 10rt 1 O 5'1 tt 5'-6 t t rr I 17'-6" e. ~ FALSE START (TYP.) ' Florida Swimming Pool Association ANCHORO(YP./2) S _ -6rr - r / g P >. 7 I �r ' is ':-�-_,ri f _ II-+ i :! , .n_% , , I f ii , - ii r n .. . n •, :, - r r r ., ® '`'''... { f ( 'Y' .. t-''-r;-.. {t : •1- 11 .. ..m..._ J If .L ii - ...-..._...14+111i. .. .--- - It-I-- Ji , „ . n f3 ., Z i. - } Iv _ Lrru�lr. Juu9..; n • _..- L r nr I_n n , : r_: r: • :: n n $ rr L v }u n I J IIJ!: II $1;; — $_f Lf II E. r r�rrr� E B+r7,3 I� 9$If:l{ : C( $ i 1 ( r: : 11' �L j.[t.;...7�.',f,1 n a�-J ...;_f '..��.l ...:_f..1—i�11 t .:f3 n., ::-. I (t !. �� T� 7 G. T f}u 1 l Gr Lr 31 G L ! (1 U u 1 it r. 3�j T7 1 e r 1 :J tI l tl ;t 11 G u �Ei"4+111.1-4- .,.�_jl. UNDERWATER LED LIGHT (TYP. 8), rn / LIGHT MUST BE INSTA LED MIN. i f 18" BELOW WATER SU FACE 00 Z I ( MEASURED AT TOP O NICHE v .---..........-----......__...... 1AAVA X _x ° i p I ' x SLOPE j� p120 - MEMBER SLOPE Ct-C!-fl jrjJ I�n f".g-?•i n.f,rr.��r:�: �j n r� �.��n�r ., r! r .u--.�;�- t.- {;_,;_ )ss__ _-. _r n f:_. I:: ---.• r tl f , f. , .• n r. n .. (iT I IS C :, ri_ _lI i. ..`1 f I Il I,' U L1 n f1 f "f n� 1 f n r. ,, :; . ., n :; . „ :: ll iI I: I1 lit 7 : r ,, r p. j_j ., (r r j ., r c f; �1 .. [ .• ::_ n n n t, n .. J f, ;. llL r. II I�v I7 L L li v .a I-. v-S"� u ll L .. ��77 I�•r-rr- ..J. fr r--��,�,•-:: ---r;--n-{;_'+�r�....;r i-•-., ( �3 J; n n_n ......r..;_.g_::.: Lw- n _. ,i .. E n ,, •• n r• i, n ;, r , .. , ,. r, .. •• _ _ \ u f ll u J_ ell (f_ li J r, :. �1�i G j: t ! u �17i r l t, r, t� E, a it:: :: { .. ,.�_jt f i, ,: ::[(__� •: j ( : -:. u .. _J] ]-.!< !-I!-} .rj.........0 I r,::f 1,'I+ n r ° n n-n �� j ° n ( n t I 6 1 L � J J l �� 11 U' I�il ,. :, u iso L• 1 uEI a •! 1 J u i jj a i1 r r a e 1 i "U r {� u�j tf�1 t' I� Tr i};1 I / �'.u�J—JII ' CUP A : • _ 0 -- �' I (TYP. 14) 00 F 1 f f r b { ..........._..---........._..—. I � I i • , (TYP.) ` C N '------------- f (ttr :: i fJtT� to u rJ- rr.. tr -n J- -f - 13--k-I,, HA, n � :�; rn_ �n�IIn 1"�{ n- Ii fl�it11�- n r�( n � Tnno 1�, Lu� L 1-I 0-114-4- e �', nrf_f,-,11 -4!i_t "-? 1U, TRi" �?fE '11 +iTSTARTING PLATFORM 5 - � _..._.� `• >/ W/ANCHOR (TYP. 12) SP4.2 V-0" WIDE BLACK SLIP / 1 / RESISTANT TILE FOR I LANE MARKINGS TYP.) / . (TYP ) / •t ° - / LF LL / /X\ ............ ....... CO 0-5'0" SLOPE / � II tGtr 1:37.5 J , rft � SLL'OPE o 1:20 rl ---n—— ® —------- 64 Y tbn 51r i] - " �" nr_i L rI I }Lri! U lJi tl i 0_ �4-1 n.�. � -� —n >114- -R 18'-9" v — $$— --- - / 18'-9" \ ` W -----------------......._--..............------__---------..._--- w , C:) z z OW z FLOATING LANE 4 W W No• Revision/Issue Date MARKERS (TYP.) SP4.0 O z a- % - � JI oz U) �1 f`� (J, I— �L -4 fl rl p p F-- ------�fl t? u't_'h,.�i.:..;,�. ,7� � 117Y r�_ n t!� ...jj rt`._r1 it n ;; ii , r. p ii r : n f uft _ 11uu �1lIL u��rr13 „ I �1r, ll ,. •, 31�r1 jj _;: rp 7,_3_� HH r! , n r! n _rr r;-n , '; n n , t : ' Ei J�'"�• 'L iI fl i}"� `�J Ir"� t' j iI L'"L`"H H u 1,J is 1;i; [! !r�}-{} !-- -" ;i--r- --;! r---+�-t*- -r--(..{ < r! t-- ; -n ! .- n r• ry r. I_r r r ,47- LAP n �j�� 7] I� •� p j�_��_� (I ��J�_�_n f# (; n �� ]� � p�� r�_�_( 1�] j]_�j��_ �] �I ]� n •�j] n �L j� �](! (j x / 1 ® _ J u' _ I I1 i, Cf i r :J I!�i :j` U ! ;1 11 tT lJ U II j7 ll tl-u J 11 'u l!T,' ? 7 7f! :1 Il L•`H4i4+ 1 a 3! LrJ LAP LANE WALL TARGETLLI A ,( (TYP. 6, EACH END WALL) SP2.2 1'-0" (TYP.) Lu u) I / f W u_ Certificate of Authority No. 28177 ;--- Z 4337 PABLO OAKS CT., SUITE #101 f/ M I o JACKSONVILLE, FL 32224 W PH 904-223-9773 FX 866-832-9236 1 Y'1 �5'1" ineerin www.weten .net / _ Z www.wetengineering.net V-0.1 5t Ott (TYP.) W ----- J� / N I \ C '` 11 ll (L 1 U I)T IT S i -li ti-1 _• . . u =. 11 i17i fi ll Li rr Il r�r1_t-'11 U TIU J�_11.U 11 3 2 (TYP.) y, •� '. ``� y� j Project Name and Address -15-0" (TYP.) 74 RF-11 POOL INTERACTIVE b IL ERACTIVE WATER16-0"TYP. \G 7J n1n ! U( f ritN( i �_ ` o00 FEATURE CONSTRUCTION PLA NS �. z �� \, `• ATLANTIC BEACH COUNTRY CLUB � W o W ._-_ __.._.------....__....---___ O Z --- - p SHEET TITLE �[ 07 — �O- ------ •••-------- --------- Qr U) COMPETITION POOL Iol 27' 6" 4 w GEOMETRY PLAN ti� I 5r0" 5t rr /� C) n n nn. n t (f�-f � a�. Iln �n�� n- ,ii,i� nnn_rlr� " E In : r: n I :, nn t i - - I!ff t! V ll J 1 f� uU ft[t tl !; lI r �_1 t •[, 1 [f f1 11 n ? n{I 1 n-I 'i '-n n r! p n \\ U f��u I7 T{I�1 u>Tit_�u ll U .a 1�! •ll tf? J{ ?;I rr "ii- " n n n s n ,^.. r n i - I _ " x nn� I�_J�y� �� Y n �j � p _Il_�, �j n � n ��n E fI {� �,n �; fi�j�� n 'I�� y n n 93 �j�� ( p� � n i �+j� , U l J ( UZ II tJ U? i;:. it X17 ., 11 L LI U U� � Imo!R Il L 7111 p Iii �13 lr f�If G[f[fl li " L r,+T r1 4 u'11 f[f" t-I' -� -^ ll n if � W ft II L L'?77SV 1 Il I� j-�1 Ir11 —— N DESIGNED BY _ tr � �� \ I 10'-0" 10'-0" o a 4tO = WTS e.10W > - �• rn \ � I SLOPE CO ~ �I - W DRAWN BY E N 2-8 -8" 1:27.5 2' M A C - \� /i 3r8rt - / IJN FLOAT LINE -0}3'8" 38 \ i 3'8" I Q CHECKED BY 1 PICAL -EP H & O \. .. o SP2.0 DIVING MARK YP.) 4 F 8 INS 3 8 IN® \ W WTS Cl) ® 3 F 8 IN 3 8 IN G I z 1'-3" N _ o BACKSTROKE 1 ae W MAT H L I N — C° a 0 3 - _'`. ` . Lu Project Sheet ---- - --.-.- cn __.._.-- -.._ �- STANCHION & ROPE — —— — —— —— — ——— —— 1 "' ` W "",...,_.. ----- SP4.2 �-- � - "� � 13046 5'-6" W/ PENNANTS (TYP. 4) -- - -- - '' -- Eof / 2-6 o EXP. JOINT r1 0 0 / O , / ¢ Date CJ) - 0—NOW 27'-6" / < DEC. 2013 SP201 5 6 R ESSED�fREADS SP4.0 SP4.0 RABR LS (TYP. ) — N ENTRY 1 / / z scale /7 / ARKE , YP. /SP2•0 AS NOTED 7 I V ,WA unl"WUD-ITU-1ktankt nuc tJ n 1 UTO l RTi J n u� MIHAA " ✓ / m>Nlie islluanu 0 EN i q.- No.41215 93'-0" - TE OF 27'-0" 10'-0rr - 48'-0" ��-,� w'��,�� •'� lo BACKSTROKE 3'-0" 8 8'-0" (TYP.) Tsrt�Oo �E��, e. '—Q" L�CE'NS #4�P15 POST(TYP. 2) REGISTERED ENGINEER ZERO ENTRY STARTING TRENCH DRAIN PLATFORM (TYP. 6) COPING EL. _ i PAVER o Lu N w - - - UNITED POOL& SPA ASSOCIATION DECK (TYP.) Q W S Lu -k r � Q _ OPE wr/� - W _ 4 Iz • '...be .'. '.. : '.< °. .*.,x ,..i a' '— LL 0 — lL = .r - T"! S_ w 44 r.tf N Q W PA M Q W a W F— r 4 if _ - rr rr. Fi o-tr r F ri-:I•• c- r:. .�_::- "F .. ...r I- o = W Tr � '� �`' �r Q w o _ w o I: = Florida Swimming Pool Association o Q w r' _ o r . : _ WI- o LU a SL--OPE F` 1 1 co Q w }r r. `�' r co Q W 1:10 f- a —BLACK SLIP-RESISTANT 1'-0" 1' 0'`: M. "' p CERAMIC TILE RACING 1r Orr R = 6" WHEN H = 3'-0" RADIUS VARIES 3'-0"< H <5'-0" A SECTION LANE TARGETS (TYP.) R = 2'-6" WHEN H >= 5'-0" SP2.0 SCALE:%u = V-0f L"P A BACKSTROKE MEMBER POST(TYP. 2) 56-0" 01 4'4" ol 10'-2" 13'-10" ol 7 lo lo STARTING PLATFORM (TYP. 6) i It , �, rr }}��" 2 - N�i-� t_ :. =Ntf f: - ;t" � f{1LL /r-�r _OI 1— LL Tt:i'rf, r Q- _-_r r_- r.•r r:"_ !"!"' f"f r_ W Lu w Q -- 0 At- 'r ry, rrS _ Yr F T W r-! W -LLUILl ULU 71 Q w BLACK SLIP-RESISTANT CERAMIC TILE RACING LANE TARGETS (TYP.) B SECTION SP2.0 SCALE:%" = V-0" No. Revision/Issue Date 75-0" 10'-0" ol 15'-0" 4. r LU T-6" Co LU PAVER STAINLESS Certificate of Authority No. 28177 < STEEL HANDRAIL DECK (TYP.) = a 4337 PABLO OAKS CT., SUITE #101 0 JACKSONVILLE, FL 32224 z PH 904-223-9773 FX 866-832-9236 _ = www.wetengineering.net LU O C) W �- w Project Name and Address POOL & INTERACTIVE WATER 0 J L{) W (D � 0 Q _ w `� FEATURE CONSTRUCTION PLANS SLOE < Q SLOPE tl ATLANTIC BEACH COUNTRY CLUB R = 6" WHEN H = 3'-0" <. 1:37.5 1:20 LU — RADIUS VARIES 3'-0"< H <5'-0" co SHEET TITLE < ,,:-. R = 2'-6" WHEN H >= 5'-0" o POOL SECTIONS 18"x 18" MAIN a DRAIN (TYP. 2) co c SECTION SP2.1 SCALE:%" – 1'-0" N °WTc Y LU LLJ J ESIGNED rn W DRAWN BY N MAC RED BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE WHITE BLUE RED LL¢ CHECKED BY WTS 15' 0 z15'-0" T-0" T- " T-0" T-0 3' 0" 3-0" 3' 0" 3'-0" T- " 3' 0" 3'-0" S-0" 3'-0" T- " T-0" W LU LL Project Sheet NOTE: x 13046 DETAIL APPLIES TO LAP LANE DIVIDERS ONLY. ALL I- OTHER FLOATING LINES SHALL BE BLUE/WHITE ONLY. LL Date U DEC. 2013 SP292 ANE LINE COLOR LAYOUT (D Scale z SP2.1 SCALE:%" = V-0" o AS NOTED I .0'y9♦ � a s a a a n 0 r''I n,n 9 - o X1215 C14 S E OF s �A 101-01, r '�.♦�3��a9®a� 3 1�T aa° '{✓`'";tee 2'-6" T-9" 'Yl 2 5 �ttt 3e'Y y4als' REGISTEI�EF�'ENGINEER PAVER 6" x 6" GLAZED DECK (TYP.) WATER WATER LINE LEVEL TILE (TYP.) DECK EL. W ..E.. d �• PE SLUVt 1:15 T1 5 UNITED POOL & SPA ASSOCIATION h UDSO E 4 H � _ W = 4 W _ � = 12 C) c? � � p g c� � � o � � SKIMMER SP4.0 \-9" x 9" MAIN PmA---,w DRAIN (TYP. 2) Florida Swimming Pool Association A SECTION SP2.0 SCALE: '/•G" - 1'-0" L"PA MEMBER ` 25'-0" L , e. T-6" (TYP.) 01 5'-0" (TYP.) _ OVERSPRAY ZONE 4'-4" (TYP.) _ ' SLOPE pis SLOPE 0 0 6 SLOPE VA SLOPES 2% 2% 06 p'00 08 0'Q 2% 2% .a. a ,°. .h ° v y is I I I:, I \-12" x 12" MAIN DRAIN (TYP. 2), Ui � SUPPLIED BY WATER ODYSSEY, SEE SHEET SP4.6 B SECTION SP2.0 SCALE:X" = V-0" No. Revision/Issue Date X H LU LU U) LU N "' LL Certificate of Authority No. 28177 DECK PER < 4337 PABLO OAKS CT., SUITE #101 ARCHITECTURAL PLANS o o JACKSONVILLE, FL 32224 11 PH 904-223-9773 FX 866-832-9236 1 -0 POOL o OVERLAP Z www.weten ineerin .net FINISH 40 DIA. MIN. ZLU CD g g • • LU Project Name and Address (4) -#4 CONT. NW J > POOL & INTERACTIVE WATER W/#3 TIES T/SEABEE. 0 FEATURE CONSTRUCTION PLANS @ 12" O.C. • • VARIES o Z (SEE NOTE#1) ATLANTIC BEACH COUNTRY CLUB #4 @ 12" O.C. E.W. CENTERED, m SHEET TITLE WALL AND FLOOR (TYP.) - ° `D o WADING POOL & WATER U R=6" WHEN D=3'0" 1.OALTERNATE: SINGLE PIECE OF W FEATURE SECTIONS R VARIES 30'<D<5'0 REBAR MAY BE SUBSTITUTED R=2'6" WHEN D=5'0" TO MATCH SHAPE OF TIE. R=3'0" WHEN D=6'0" x cu DESIGNED BY E- WTS W W 1 TYPICAL WADING POOL WALL SECTION = U W DRAWN BY P3. T. S. MAC LLLL < CHECKED BY W WTS U z W Of LL Project Sheet LL LLJ 13046 0 < Date LLUJ U DEC. 2013 SP23 U) zScale 0 AS NOTED SSSS3SSS1fi31iiii9111//!,/d/s.. ``\ `' as �.9 °• °'� No.41215 �n f \ I 2" 0 I - 7 ADJ. FLOOR � �i.;'�. % 8„ C \ s SP4.0 INLET (TYP. 36) MAT HLI N 'f \ ——— — — — — » x— — — — . ° .y —.H, — -- — —— ——— , -— — ��` x E a - _ _ _ _ ;� / W O Aft _ / s�il /)i, • .S°Lf°ia He. 'x� ( oro / ( Aft 3" DRO QUT TO RAIN LI E _ ,mqo, P.E. �� 2 G ,, .<. ...-... ... ...� / LICE�S�E�#41215 EVENLY SPA D) 2 I, ) REGISTERED ENGINEER /6- 0 / I NORTH SCALE: 1/4"= 1'-0.. GUTTER PIPING SLOPED AT %" PER FT. / I = 6" CONCRETE SLAB-ON-GRADE W/#4 @ 12" E.W. _ `''�.I NOTE: PIPE NOT IN ZERO ENTRY AREA 0 2' 4' 8' 12' B OVER COMPACTED FILL. T/SLAB VARIES. _ I TO BE INSTALLED BENEATH TROUGH; IT / SEE DETAILS FOR WALL REINFORCEMENT = I 'IS SHOWN HERE ADJACENT TO TROUGH / SPEC WHICH VARIES WITH DEPTH. i ; I FOR SCHEMATIC PURPOSES ONLY. -' UNITED POOL & SPA ASSOCIATION 12" x 12" MAIN DRAIN W/VGB CERTIFIED 3" O Q I - - ---------- - COVER (TYP. 2) = ' I ✓`. _.. —. ❑ ❑ \ 6" Florida Swimming Pool Association J I � / — — —— — — —— ———— —— \ —/ — — ( I— J , \ \ \ / I I REINF. AROUND 2110 / OPENINGS PER j 6 /oJ 2/SP7.0 (TYP. / 2" \ JAAPA �k NO MEMBER ' ' ULTI - PUPFI �� ( R 0 C"M COORD. FLOOR INLETS -- ,., / W/ MECH. PLANS (TYP.) TRE H D RA I E , BUBBLER NOZZLE (TY . 6) 1. 0 TOTAL POOL DATA ``. - �, //// \\\\\\\\\ ,. SURFACE AREA..........5,635 FT. 2 �`- �-``F `*,,, PERIMETER......................393 FT. -.-w IIIIIIIIIIII VOLUME..................179,500 GAL. TURNOVER RATE.........550 GPM TURNOVER TIME.......5.4 HOURS NUMBER OF INLETS................36 \ NUMBER OF MAIN DRAINS .......4 M1 \ / BATHING LOAD....110 PERSONS RENC ),'RAIN ( P. 5) POOL DATA <18" DEPTH POOL DATA >18" DEPTH ........1,035 FT SURFACE AREA. z SURFACE AREA . .........4,600 FT. /'— VOLUME......................2,918 GAL. VOLUME..................173,782 GAL. f TURNOVER RATE...........25 GPM TURNOVER RATE........-525 GPM 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 No. Revision/Issue Date / / ! ZERO ENTRY AREA VIEWZ/ ti SCALE: %" = V-0" LU ' x (6) 1%" C FEATURE ,i \ RETURN LINES \ \ \ \5 \ W Q Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 \ \ ---, 1� O ` \ o JACKSONVILLE, FL 3222 6" CONCRETE SLAB-ON-GRADE W/44 @ 12 E.W. I \ \ \ \ LEGEND // 6„ / 1" \\ �\ \ \ \ \ Z PH 904-223-9773 FX 866-832-9236 OVER COMPACTED FILL. T/SLAB VARIES. I ——— — ————— DRAIN PIPE j 6 `. www.Weten ineerin net SEE DETAILS FOR WALL REINFORCEMENT \ z SPEC WHICH VARIES WITH DEPTH. I \ `; \ \ EQUALIZER PIPE 1 // , 6 O \.\\\ �\\\ � \ = g g� �.. \ ...._...—...— FEATURE PIPE C \ \ ti 1" 0 (TYP.) —�— REINF. AROUND — — GUTTER/SKIMMERPIPE ' , // l / ` 6" fZS �\ 1"\\\ `� \ Project Name and Address 1 OPENINGS PER \� — — RETURN PIPE /� '� /`� \ \ \ \ > POOL & INTERACTIVE WATER 0 2/SP7.0 (TYP.) SUCTION PIPE % / \ \ ` \ \ \ o FEATURE CONSTRUCTION PLANS VACUUM PIPE ATLANTIC BEACH COUNTRY CLUB \ m SHEET TITLE —w —w w — WATER PIPE 6.� 8� \ , \\ \\ �� W HOWER \ � � 1� � ,, I ,�\ \�� / ` �i \\ \ ZERO ENTRY, WADING POOL & LL w FEATURE MECHANICAL PLAN DESIGNED BY 1,_3- \ J TOUCH PAD /�- `;\ f ,� I \ ��,. W WTS ! 2 6 2.. 0 ` LOCATION i i Q j # \i ! / -1 O / \ \ \ \ U) \ ' �F �\ / \ w DRAWN BY 2° a i ` WADING POOL ; `\ '� -- 1%" / \ \ �` MAC 9..x 9" MAIN \ \ \ DRAIN (TYP. 2 2 I / / 12 SURFACE AREA ....:...................79 FT. IWF DATA \ - / , ¢ CHECKED BY I \. SKIMMER 1 \\ SP4.0 PERIMETER..................................32 FT. PERIMETER......................................-.........-..63 FT. °; \ T�-� WTS VOLUME .................................782 GAL. FILTER AREA(CARTRIDGE) .....................450 FT .z z \' 1Y2" C FILTER AREA (CARTRIDGE)....200 FT.;? TURNOVER RATE (NOT OPERATING)......50 GPM \ `�. \ \ x TURNOVER RATE ....................50 GPM TURNOVER RATE (OPERATING) 155 GPM ` // \ W Project sheet ADJ. WALL INLET 9 TURNOVER TIME.......................16 MIN. TURNOVER TIME ..........................................8 MIN. � � ,. \\ / 13046 COLLECTOR TANK. (TYP. 4, EVENLY SPACED) SP4.0 .................150 GAL. COLLECTOR TANK...................................400 GAL. / ( �` WATER ODYSSEY EQUIPMENT I Q Date ITEMS, WATER FEATURE W174070, I a DEC. 2013 SP390 SEE SHEET SP4.6 FOR MORE INFO. I U) 0 Scale z � WADING POOL VIEW '` INTERACTIVE WATER FEATURE VIEW I o AS NOTED / 1 _ ti. SCALE: %" - V-0" SCALE: /4 - 1 -0 e � , i I , yy • — _�[� '\ 1487 IJ.. "GUTTER PIPING SLOPED A PER FT '' ` J OP NOTE: PIPE NOT IN ZERO ENTRY AREA , I I ` I �. FOR PIPE \E ,,� 4"•jz .g f '�� ,.. CONTINUATION, E .,,� 'J_�' '".�\,\ TO BE INSTALLED BENEATH TROUGH; IT IS SHOWN HERE ADJACEN TO TROUGH I I I I ---__ 4 'II,, WI YY� SHEET SP3.2 LCr ``FOR SCHEMATIC PURPOSES ONLY. --�----- \4 {� ---- 4`\- � LICEN 41215 —p— �C —— ———— \- / REGISTERED ENGINEER / 3" DROPOUT TO DRAIN LINE ' (TYP. 40, EVENLY SPACED) " UNITED POOL & SPA ASSOCIATION ...s. , Florida Swimming Pool Association I I I I I 2 0 / \, !44 12" 0 k,-4[l 0 ( 25'-0" (TYP.) I I „p --- - - ------_----- _-•-------------_- --......... j/1 �— I k ; -P A1AAX 1_x- MEMBER _ �3" 0 (TYP.) 1 12 x 10" WYE 1 - 10" 45' BEND - \ ....., 1 - 12" x 10" REDUCER Y R i , SEE DETAIL 2/SP7.0 FOR TYP. REINF. @ WALL O O p PENETRATIONS (TYP.) I 6" CONCRETE SLAB-ON-GRADE W/#4-@ 12" E.W. EHOVER COMPACTED FILL. T/SLAB VARIES. SEE DETAILS FOR WALL REINFORCEMENT I II I I I II � SPEC WHICH VARIES WITH DEPTH. NORTH I SCALE: 1l4" � - ---------------------_._•••. _ _ —........ _-.----------------------....__ - -� _ TyI I / LEGE ' I I I 8 0 ND - - - --- --- DRAIN PIPE _ 6" �Y` —e- 0 o EQUALIZER PIPE `* \ 3" 0 TYP. I I I I — — FEATURE PIPE ( ) 2" 0 (TYP.) 2 - 10" 45° BENDS I I _ _ � I GUTTER/SKIMMER 18" x 18" MAIN I I I — — RETURN PIPIPE PE • DRAIN (TYP. 2) ` I ° ° ° ° SUCTION PIPE • --------..._..._. VACUUM\ \ —.__..... .__.............__.. P E s � . . PI _w —w —w — WATER PIPE `.., 2" 0 (TYP.) TYP. 2" D (TYP.) ( No. Revision/Issue Date REINF. AROUND I I TOTAL POOL DATA OPENINGS PER 3" 0 (TYP.) I SURFACE AREA..........5,635 FT.2 �`�'`~��. �• ___' 2/SP7.0 (TYP.) .. I PERIMETER......................393 FT. X II - I / VOLUME..................179,500 GAL. / I O O O p O i TURNOVER RATE.........550 GPM W / TURNOVER TIME.......5.4 HOURS I I I ( ( I I I I I NUMBER OF INLETS................36 / I UJ Certificate of Authority No. 28177 NUMBER E R O F MAIN DRAINS 4 • BATHING LOAD....11O PERSONS Q 37 PABLO OAKS CT. SUITE #101 JACKSONVILLE FL 3222 / \ POOL DATA (<18" DEPTH) z PH 904-223-9773 FX 866-832-9236 Of I I I I I I .2 Z www.wetengineering.net AREA.. 1,035 FT LJJ VOLUME......................2,918 GAL. � �I TURNOVER RATE...........25 GPM Project Name and Address \ - �3" 0-(TYP.) i/ � TURNOVER TIME .........2 HOURS « POOL & INTERACTIVE WATER NUMBER OF INLETS....... ..........7 FEATURE CONSTRUCTION PLANS `� / • -.------ ._._.....__.............. —___.. — r 1 - -- — JaoNUMBER OF MAIN DRAINS .......2— - — . — A L A NTIC BEACH COUNTRY CLUBBATHING LOAD... . . 5PERSONS ....__..-. _� -__...._.... - - ....... ... W/ \ \• m SHEET TITLE i a 4 0 \ i t � I - � •�.,� o COMPETITION POOL / >18 DATA POOL w�. ( DEPTH) * W MECHANICAL PLAN 10'-0" (TYP.) 12'-6" (TYP.) I 15'-0" (TYP.) 15'-0" (Ip.) 12'-6" (TYP.) f` I SURFACE AREA..........4,600 FT .2 VOLUME..................173,782 GAL. \ I } \ 5 TURNOVER RATE.........525 GPM N DESIGNED BY TURNOVER TIME ......5.5 HOURS W WTS NUMBER OF INLETS................29 U NUMBER OF MAIN DRAINS .......2 N DRAWN BY \ 'IN\ I /, _z \\ I // i I ... 4\ BATHING LOAD....105 PERSONS \ MAC CHECKED BY logo W WTS g 0 , I 2 0 7 ADJ. FLOOR I `` I I \ `� woe I ` 1 L — SP4.0 INLET (TYP. 36) \ W Project MAT HLIN I / - -- - - — --- — -- — o sheet-- -- - ----- — —AM _ _ _ E" 0 13046 O� I i I .` -- 1� — q Date 3" DRO UT TO�AIN LI E — / ¢ DEC. 2013 20 2-0 I SP11TYP 40 VENLY SPA D — — — — — —— " — — Co Scale /6- AS0 / -- - _4-- o NOTED i i '''-. ti e �<`S�^ i I 7 t/dLEGEND ` .. ------ -- DRAIN PIPE � ,",,•"'�q,\C /y;•, c EQUALIZER PIPE `• - ` b.. •w- mow. —...—...—...— FEATURE PIPE No'41,15 +: — — GUTTERISKIMMER PIPE NORTH RETURN PIPE =a A, OF C J ... . SCALE: 1/2"= V-0" ` ' SUCTION PIPE — — VACUUM PIPE 0 1 ' � Ea 2 4' 6 q�' H -r..., 1—w —w w — WATER PIPE "' GF_W5F_5 15 REGISTERED ENGINEER ' r l COMPETITION POOL -- " -_ RECIRCULATION FILTRATION SYTEM '• ,._ 2 O w 2ff Q TE UNITED POOL & SPA ASSOCIATION I, / J rr ,------''" __"" '--_✓ -_..,..---- _-. 4 fd '`--- ...... 2.f O � „ SAND FILTER(TYP. 2) / �- - - - - - - - -- ----- ------- -- -----�� I I Florida Swimming Pool Association iEoi r - - -- - - - _ - - C) COMPETITION FIT PA WASTE SUMP CO LLEG�O R Q CL VACUUM LINE FROM �."--'""`"- ( TANK._._ COMPETITION POOL " " 5 I ® o 6 f1� ❑ I 2" Q L"P A MAIN DRAIN LINE FROM I W UVJ ��a I I I I MEMBER r " COMPETITION POOL WATER FILL LINE I OD 4" H OOr I HEATER GUTTER LINE FROM ". =} .• I 16" D ",- COMPETITION POOL _ - i pH _ 7 l " - -- - --- - - -- - - --- - ---- ---- --��=-- - -- - - -- -- — J _ I �- -- ---- -- - - -� 1 1 � 10,10 ff el �...." .. ( ... . �.�. .a — 611 0 _ ./ I -- -- ---e- --- ------ --- -- -- -- ---------- 2" 0 WATER FILL LINE EQUALIZER LINE TO �`a r,_ FEATURE RETURN RETURN LINE TO W W W W —I— W W W W W W W W �W W i COMPETITION POOL COMPETITION POOL/ LINE TO ZERO ENTRY AREA N�, —'`ZERO ENTRY AREA g i 6" 0 ' ------- \ \j — �_. ,i -------- -- — - - -- - --- - - ------ CL -- ---- ---- -- ( CL --- -- - ( �L MAIN DRAIN LINE FROM INTERACTIVE En 4" WATER FEATURE v I No. Revision/Issue Date O o Off I I x Q I PHt: 1%"O FEATURE RETURN pH w t 1 r ✓'yt — C t I LINES TO INTERACTIVE ►_ar� �iosr I p p ❑ N WATER FEATURE ❑ Certificate of Authority No. 28177 —... ... ...—... ... .—...—. �1 . —..._...—... ...— `"` .—.. ( 433 101 .. ...—...—.. I .. Q 7 PABLO OAKS CT., SUITE # ""r ..f �... ...—...—... ... ... —... ) -- o JACKSONVILLE, FL 32224 — . —..�—... �.— —... ...—...—...—... — —... —... o o I PH904-223-9773 - - �__ F I �f Z FX 866 832 9236 — _...—... — — _ - .. I .. a www wetengineering.net ---- I W Project Name and Address IL POOL & INTERACTIVE WATER LU o FEATURE CONSTRUCTION PLANS '� �; III I -- ------ - -- - -- - -- -- - - - ---- --- - - - -- - -- -- -- -- -- -- - -- � a ATLANTIC BEACH COUNTRY CLUB : : III W m SHEET TITLE WADING POOL ° — — — — — — — — — — — — — — — — — RECIRCULATION EQUIPMENT AREA ,.e - FILTRATION SYTEM�`. - --- MECHANICAL PLAN -LLI � - __-I- r - - - . - . - . - . - . 211 DESIGNED BY w WTS IIMAIN DRAIN LINE . ( FROM WADING POOL INTERACTIVE WATER 211 N DRAWN BY FEATURE RECIRCULATION MAC a FILTRATION SYTEMLL SKIMMER LINE FROM Q CHECKED BY WADING POOL W WTS U Z EQUALIZER LINE ETURN LINE TO W I TO WADING POOL ADINGPOOL Project Sheet 0 13046 II I COORDIN TE WITH CIVIL a Date PLANS TO CONNECT TO U • DEC. 2013 / I I POTABLE ATER -' U) � I I z Scale o AS NOTED I I — —_ __-__ _ _ _ _ ..••:e5'.3'i39f 13gillif7f,._ (rqqu'iI"IVI i ✓),,,�� STAINLESS STEEL HANDRAIL 2" CONTRASTING DARK COLORED TILE (TYP.) IF BULLNOSE TILE IS USED, WIDTH MAY BE 2" GREATER v C {y yf A+.vh ®d REDUCED TO 3/"AT THE HORIZONTAL THAN _ e `�0 42'15 SURFACE AND 2" SEGMENT ON THE VERTICAL INLET_71 LL a z SURFACE. (TILE SHALL BE SLIP-RESISTANT) DIAMETER = °; N-i rJF�� 3 DISTANCE FROM STEP �11_" ADJUSTABLE FLOOR INLET. ,�' NON-SHRINK GROUT AFTER FULL CLOSE, BACK OPEN , a , +t°^d,d < ° EDGE TO HANDRAIL 'S a� 5 1/2 TURN. (FLOOR INLETS SHALL g �,><°°° N 115/8" 11/ TO BE 28" (MIN.) ECESSED POOL BE FLUSH WITH POOL FLOOR.) BACKWASH OR WASTE LINES 0 ' WiEtit� � n`g �+ .E. UP ANCHOR FINISH TO DISCHARGE TO STORM OR LIC 6107 z15 PAVER WATER LEVEL LANE MARKER SANITARY SEWER SYSTEM GISTERED ENGINEER POOL DECK CABLE OR FLOATS THROUGH 6 MINIMUM AIR " GAP • •'..r d p .d ° ° s.d 4.. SAND ,. . ! • a •'♦ d• . : ° RADE OR PER w ----- --....----- -- -- ------ — MFRSPEC. _ OVERFLOW LINE z PROPOSED G ` ' °- ' :� ' CONNECTION OR (TIE IN BY OTHERS #8 COPPER a n _ , • ° TO STORM/SANITARY TO STORM OR GROUND WIRE IN — d ' ' � "a � � � %•' "� �� • d'°. d �. WATER STOP FLANGE SEWER LINE) SANITARY SEWER ACCORDANCE W/ 4 h a ,' o I I I ( • ° UNITED POOL &SPA ASSOCIATION SYSTEM THE NATIONAL 4' - �n POOL WALL 3 • P-TRAP REQUIRED ELECTRIC CODE FW- I •d • ' A. INLET PIPING FOR SANITARY .a y Q a _ NO PART OF THE CUP STORM.;SEWER INLET LINES ANCHOR SLEEVE& q � ANCHOR SHALL STRUCTURE OR E 4 PROTRUDE INTO POOL LARGE PIPE ESCUTCHEON PLATE i 4. a i W POUR CONCRETE v a 9 STRIP FOR LADDER NOTE: Florida Swimming Pool Association ANCHORS. CONTINUE SEE STRUC. DRAWINGS FOR CONDITION OF PAVERS BEYOND. 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" SHELL AT INLET. i ' SEE STRUCTURAL PLANS h NOTE: rr 1. INTERMEDIATE STEPS SHALL HAVE UNIFORM TREADS AND RISERS. 2. BOTTOM STEP HEIGHT TO VARY BASED ON 4 LAP LANE ANCHOR AND FLOA ING LANE MARKER DETAIL 7 POOL FLOOR INLET DETAIL 10 TYPICAL AIR GAP DETAIL I 1 STEP SECTION ELEVATION. MAX. HEIGHT SHOWN IN SECTION. SP3.0 N. T. S. SP3.2 SCALE: N.T.S. L"PA SP2.1 SCALE: %" SP2.1 SCALE: N.T.S. MEMBER ' 3/4" SLOT ESCUTCHEON . i 115/" 115/" PLATE (TYP.) aw TOP OF DECK EL. TO BE /4"ABOVE 91 COPING EL. TO ALLOW FOR PROPER GRABR IL POOL DECK, REFER FUNCTION OF 3/4" DRAIN SLOT z TO HARDSCAPE PLANS FOR SPECIFICATIONS. PAVERSOLENOID VALVE SLOPE SLOPE POOL DECK N LEVEL SIGNAL FROM WATER =� POTABLE WATER TO ° i _ ° — NWL WATER LEVEL CONTROL BOX CONTROL BOX COLLECTOR TANK. 2/0 2/o ANCHOR (T P.) 1 1/2" N.P.T. STAINLESS STEEL REFERTO SCHEMATIC NOZZLE INSERT WITH 1/8 INSTALLING CONTRACTOR SEN HEAD SHEET FOR SIZE SOR 12„ BORE SHOWER PATTERN TO BOND WITH #8 SOLID COLLECTOR TANK �"EXPANSION JOINT — (MAX.) AWG COPPER WIRE i NWL=SEE z WALL TILE DEPTH 1"PVC CUT TO POOL PLANS PA MARKER LOCATION l2" LENGTH Z " VENT LINE 3" DROPOUT W/ 3" x 3" x 1" RED. TREAD WIDTH: 5" MIN. ° : �: EQUIP.ROOM FLOOR 1 12� TREAD LENGTH: 12" MIN. 4 ° •'° SLIP SENSOR N AT EACH DROPOUT TEE AT EACH DROP, 5' O.C. (MAX.) ° OPERATING WATER ° • • a . °,n .. �. LEVEL NOTE: 6" TRUNK LINE 3" MIN. FIBERGLASS GUTTER SLOPE @%"/FT. 2"STILLING LINE INSTALL LINE LEVEL OR RUN UP-HILL FROM POOL FROM POOL TO PREVENT AIR LOCK F R = 6" WHEN H = 3'-0" SLIP RESISTANT RADIUS VARIES 3'-0"< H <5'-0" RECESSED STEP 1� I I 1 1/2" N.P.T. MALE ADAPTOR BY NOTE: R = 2'-6" WHEN H >= 5'-0" (TYP. OF 3) INSTALLING CONTRACTOR 1 1/2" FEED SET CONTROLLER AT NORMAL WATER POOL FINISH, WALLS & FLOOR 6: LEVEL, I.E.ALL PUMPS RUNNING NOTE: INSTALL RAILS SO AS SEE STRUCTURAL PLANS TO ENSURE 4'0" MIN. FREE FOR MORE INFORMATION DECK SPACE BEHIND RAIL. , LIGHT FIXTURE & NICHE `y No. Revision/Issue Date 8 BUBBLER NOZZLE 11 WATER LEVEL q)SCALL. AL SECTION & TROUGH DETAIL 5 RECESSED STEPS AND GRAB RAIL DETAIL SP3.2 CONTROLLER INSTALLATIONSP3.0 SCALE: 1/4" = V-0" w N.T.S. SP2.0 SCALE: N.T.S. "' SCALE: 3/4"= 1'-0" � Ji N Certificate of Authority No. 28177 4337 PABLO OAKS CT., SUITE #101 / 12" SKIMMER COVER FLUSH 1'-3" o JACKSONVILLE FL 32224 / WITH FINISHED BEAM o BLOCK OUT AROUND 9" MAX. PH 904-223-9773 FX 866-832-9236 6" (TYP.) z www.wetengineering.net SKIMMER FOR COPING COPING W I\ y POOL DECK WATER LEVEL ? Project Nana,and Address I 10" / (CENTER LINE POOL & INTERACTIVE WATER OF SKIMMER)777777 FEATURE CONSTRUCTION PLANS ----- ---------- ° NwL — ATLANTIC BEACH COUNTRY CLUB BASKET z PAVER 6'-0" POOL DECK 113Y2" / COPING Y_ 11 1i�8" ( Y CONCRETE • I_ CHECK � m SHEET TITLE BEYOND ENCASED SKIMMER VALVE o SUPPORT 0 POOL DETAILS SLOPE I / POOL z 2°/ro—4% FINISH STRUCTURE w / - - RECIRCULATION '.,, .:'.:': . EQUALIZER WALL FITTING, SLOPE \ � —• -- - NO LEAK PUMP SUCTION ;::. 12" MIN. BELOW WATER SURFACE x FLANGE ::_6ar�,.::.. N DESIGNED BY PAVERS MORTARED _ I I 2" EQUALIZER PIPE I WTS TO SHELL PER _ LU WITH VGB COVER U) HARDSCAPE PLANS — I ( ARRANGE TYP. TIE BEAM REINF. AS SKIMMER WILL W DRAWN BY FILL SEE STRUCTURAL co DROP PIPE - �° MAC SEE STRUCTURAL PLANS i I— I INLET DRAWINGS FOR DETAILS ALLOW. LAP W/TYP. BEAM REINF. EA. SIDE OF INSTALL SLIP RESISTANT FITTING ON MATERIAL FOR FILL) SKIMMER. TIES NOT REQ'D. AROUND SKIMMER. o CHECKED BY 2" x 2" WHITE TILE AT BOND BREAKER MATERIAL W WTS EDGE OF GRATING ALONG ENTIRE LENGTH POOL WALL 12 Z w OF ZERO ENTRY w Project Sheet w ASA FIBERGLASS TYP. SHELL REINF. 0 13046 TROUGH W/ NON-SKID PVC GRATING Date SP4e0 NOTES: J DEC. 2013 1. SKIMMERS TO BE SET BEFORE STRUCTURAL WALL IS POURED. 2. CONTRACTOR SHALL COORD. BEAM DIMS. W/SKIMMER z Scale 3 TYPICAL ZERO ENTRY SECTION 6 GRABRAIL DETAIL YPIAL INLET FITTING DETAIL 12 POOL SKIMMER DETAIL PURCHASED AND MIN. REINF. COVER PER GEN. NOTES. PROVIDE ¢ AS NOTED (YSICALE.Cl.T.S. SP3.0 SCALE: N.T.S. 5" MIN. CONCRETE THICKNESS AROUND SKIMMER ASSEMBLY. o SP2.0 SCALE: %" = 'V 0" SP2.0 SCALE: N.T.S. f I C 14" OUTLET VENT DIAMETER OUTLET D 4\A0.,412 ov vz�_�_ �T'FAV M `I� Lit 5LN8lel#44fl 5 3� CT70OLP IREGISTERED ENGINEER • INLET VENT ATLANTIC BEACH C.CLUB POOL DIAMETER WATER - QUOTE #24025 _ CONNECTION 700 GALLON FIBERGLASS SEE NOTE #4 COLLECTOR TANK UNITED POOL &SPA ASSOCIATION �d DLr=tJ�] ** REFER TO MFR. SPECS. NOTES: 1. CONTRACTOR TO INSTALL AIRE-LOCK SIDEWALL VENTING PER LOCHINVAR SPECIFICATIONS. VENT KIT NO. DVK3000 IS REQUIRED. COORDINATE VENTFOR VENT TERMINATION I! PIPING PENETRATIONS WITH GENERAL CONTRACTOR. HEATER VENDOR TO SUPPLY AIR INLET CONN. TO JACKET, AIR INLET CAP ADAPTER FLANGE B X INSTALLATION AND EXHAUST CAP. MECHANICAL CONTRACTOR TO SUPPLY CAT. IV APPROVED VENT PIPING MATERIAL AND AIR INLET SUITABLE FOR THE RECOMMENDATIONS. Florida Swimming Pool Association jai ff PA 1b INSTALLATION ENVIRONMENT. VENT PIPING LENGTHS MUST BE IN ACCORDANCE WITH HEATER SPECIFICATIONS. MAX. 50 FEET EQUIVALENT LENGTH FOR INLET& OUTLET. VENT PIPING TO BE INSTALLED BY MECHANICAL CONTRACTOR. 2. DRAIN TEE REQUIRED ON EXHAUST TO DISPOSE OF ANY CONDENSATE THAT MAY OCCUR IN THE VENT SYSTEM . RUN CONDENSATE DRAIN TO FLOOR DRAIN IN EQUIPMENT ROOM. 3. REFER TO MECHANICAL PLANS FOR GAS CONNECTION INFORMATION. ELEV. "A" I ' 4. DUE TO THE DESIRED HIGH WATER TEMPERATURE, A METALLIC OR CPVC HEAT SINK IS REQUIRED AT THE HEATER CONNECTION. HEAT SINKS SHOULD ` BE 2'-0" MIN. IN LENGTH. PLAN VIEW ;1 )H�EATER DETAIL � ��; LOCKABLE ; I ]�PA SSCALE: N:T.S. ACCESS I II II � MEMBER COMPUTER PHONE LINE I I I HYDRAULIC MONITORING I I SOLENOID VALVE p 115V DEDICATED VENT TO OUTDOORS I I ( W/MANUAL FILL ( I D i CIRCUIT-WITH GFI REFER I I I RWLC WATER { COMPUTER- / CHEMICAL TO ELECTRICAL DRAWINGS G v CONTROLLER i 2" COUPLING LEVEL CONROL INTERLOCK WITH AUXILIARY CONTACTS OF POOL TO INJECTOR TUBING _ - RECIRCULATION PUMPS W OVERFLOW PUMP(S) INSIDE PVC PER 8" W/CHECK a ! SPECIFICATIONS VALVE I _ ___ _ i TO ACID PUMP I _ REMOVABLE pH AND CHEMICAL CHEMICAL FEEDER I El 2.5" VACUUM BY CONTRACTOR t DRUM OR TANK (ONE PER POOL) 2s" TO FILTER f ORP PROBES-PLUG DISINFECTION SYSTEM / PORT TO CALIBRATE PROBE / r BY CONTRACTOR \ 2" EQUALIZER 48" PRESSURE GAUGE iv LINE FIELD WIRED�.., / I -- ,� 1" PVC CONDUIT II� TO CONTROLLER j \ f (TYPICAL) 6" SUCTION 6" SUCTION 3/4" UNION I WET CELL (TYPICAL 3 PLACES) —THROTTLING VALVES C:) PUMP SHELF ROTARY FLOW `r FLOW SENSOR TO RETURN LINE VX-1 L (SEE NOTE 2) 0 1" SUPPLY LINE { 3/4" BALL VALVE FROM FILTER o a (TYPICAL 3 PLACES) REDUCER 21" �, 48" - ° 0 NOTES: COMBINATION STRAINER 10„ MAIN DRAIN 1. ACTUAL INSTALLATION MAY VARY. FOOT VALVE (TYPICAL) AND GUTTER 2. CAN BE OMITTED IF SIGNAL FROM 48” ELECTRONIC FLOW METER IS .�— AVAILABLE. NOTE: ALL PIPE AND FITTINGS ARE No. Revision/Issue Date 3/4" Y STRAINER NON-METALLIC WITH S/S FASTENERS WATER TEST PORT, PROVIDE FLEXIBLE _ TUBING CLAMPED TO WALL TO 24" ABOVE 4 2 CHENIICAL CONTROLLER SINK IF AVAILABLE IN FILTER ROOM TYPICAL CHEMICAL STORAGE RUM OR TANK 5 COMPETITION POOL COLLECTOR TANK DETAIL XQN=U t SP3.2 S 2 SCALE: NTS SP3.2SCALE: NTS W SCALE: NTS W N FLEX COUPLING Certificate of Authority No. 28177 U SWEEP 90° ELBOW o 4337 PABLO OAKS CT. SUITE #101 UJ C113/8" O.D. POLY TUBING LU 115V CIRCUIT FROM o JACKSONVILLE, FL 32224 TO PUMP CHEMICAL CONTROLLER CHEMICAL FEEDER TUBING, PH 904-223-9773 FX 866-832-9236 PRESSURE GAUGE WITH STOP COCK Oz TUBE ENCASED IN SCH.40 PVC z www.wetengineering.net 5 x D 10 x D O BUTTERFLY VALVE I 3/8" TUBING x 3/8" MNPT (ALL PUMPS) COMPRESSION FITTING MODIFY PIPE WITH SWEEP FITTINGS BUTTERFLY VALVE w Project Name and Address D- (NOT INSTALLED ON DIAMETER OF PIPE x TO ALLOW POLY TUBING TO BE J SELF-PRIMING PUMPS 1/2"SPIG 3/8" FPT SLIPPED THROUGH FITTING _ S/S BOLT,NUT,AND WASHER > POOL & INTERACTIVE WATER CHECK VALVE REDUCING BUSHING (FIELD VERIFY) COMBINATION SWITCH/ G° FEATURE CONSTRUCTION PLANS WHICH ARE NOT (ALL PUMPS) RECEPTACLE(OR ORP tt ONE PIECE LAMINATED FLOODED-SUCTION)(u.N.o.) ° _ ATLANTIC BEACH COUNTRY CLUB 5" PIPE CONTROLLER PIGTAIL) FIBERGLASS OR S/S ANGLE Q DIA. MIN. 1/2" SPIG x 3/8" FPT 1/4-20 x 2" LG HHCS, f—CONCENTRIC m SHEET TITLE CENTRIFUGAL I I REDUCING BUSHING o ° 18-8 WITH S/S 1/4-20 S/S ANCHOR, REDUCER PUMP WITH NOTES: TYPICAL FOUR(4) PLACES o WATER S/S ANCHOR 1. ALL NON-METALLIC PIPE AND � o POOL DETAILS NOTE: SEAL VENT TO ATMOSPHERE -�— BOLTS 1/2" TEE FITTINGS WITH S/S FASTENERS. 0 ACID DRUM VENT/CHECK a DIMENSIONS INDICATED VALVE BY CONTRACTOR HALF NIPPLE GLUED 2. ALL CHEMICAL FEED BALL W ARE MINIMUMS. REFER O 0 I I W VALVES SHALL BE VENTED TO MANUFACTURER. INTO 1/2"TEE TYPE. p FROM ACID DRUM OR CARBOY 3/8"TUBING x 3/8" MNPT 3. CEMCNT USED FOR CHEMICAL Q N DESIGNED BY FOOT VALVE AND STRAINER FIBERGLASS 2" SPIG PLUG- PIPING MUST BE LABELED FOR REQUIRED W WTS r ] ISTRAINER WITH COMPRESSION FITTING DRILL AND TAP FOR SUCH USE. UJ NOT MODIFIED I I ACID DRUM(S)OR CARBOY(S) INTEGRAL ( ) 1/2" NPT 4. ALTERNATE MOUNTING: INSTALL Z N DRAWN BY DIRECTION ECCENTRICMAC CONCRETE PAD I VERTICALLY ON MOUNTING TWO DRUM MODULAR SPILL n A AA C OF FLOW REDUCER I I— 1— BOARD WITH MANUFACTURER o PLATFORM � (U.N.O.) COMPOUND GAUGE WITH STOP 2" MALE ADAPTER SUPPLIED BASE PLATE. EAGLE II MODEL 1632 OR EQUAL a CHECKED BY COCK AT PUMP FLANGE GAUGE °co \A/TC NEAREST FITTING NEAREST FITTING CONCRETE TAPPING (TYPICAL) V V J PAD z W fif LIJ Project Sheet LL s, 0 13046 ' � f ¢ Date 1, NOTE: Q DEC. 2013 SP4el 1. IF REDUCER IS INSTALLED ON PUMP SUCTION, USE ECCENTRIC REDUCER. U 0 Scale 3 PITOT TUBE FLOW METER TYPICAL PUMP DETAIL � CID DISTRIBUTION 8 TYPICAL CHEMICAL PUMP Q �F3.2 SP3.2 SCALE: NTS SP3.2 SCALE: NTS SP3.2 SCALE: N.T.S. o AS NOTED SCALE: NTS �qZ .fie s N S ° C'J 444 Lf�ENS El#141 5 REGISTERED ENGINEER FOOTING THICKNESS 8" RAIL ANCHOR X1.25„ EYEBOLT V-13" --n rE -A SO UNITED POOL & SPA ASSOCIATION L � (2)#3 DOWELS Florida Swimming Pool Association 1'3" MAX. LENGTH I Cwt a . 4- 0 A PROVIDE ADDITIONAL#3 BARS PA ADJACENT TO EACH ANCHOR. - a n c REFER TO STRUCTURAL PLANS \ rc(44))J _.-------....:. ::..........-------- Q ao !J 11 4 v a ® a FOR BAR SPEC. • : a. d. a , 01.90' L"PA 8111 I r' MEMBER #3 DOWELS. EXTEND SET PLATFORM FRONT INTO BEAM AS SHOWN 1 I , 51-0" FLUSH WITH GUTTER LIP I 00 O BRONZE 00 ANCHOR W SOCKET = 04 EL VATION - N O BONDING iv M n LUG M SEE MECH. DETAILS FOR STANDARD FOOTING 21.00 -- 4 - PROVIDE ADDITIONAL ' #3 BARS AT EACH a b ANCHOR. REFER TO r� STRUCTURAL PLANS PLAN EXTENDED ANCHOR FOR BAR SPEC. TO COMPENSATE FOR Y E PAVER THICKNESS • No. Revision/Issue Date 1STANDARD RAIL ANCHOR FOOTING DETAIL 4 FALSE START STANCHION DETAIL 5 STARTING PLATFORM DETAIL X SP2.1 SCALE: N.T.S. SP2.1 SCALE: N.T.S. SP2.1 SCALE: 1" = 1'-0" w REMOTE CHEMICAL CROCK-30 GALLON N �? EYEBOLT REMOTE CHEMICAL CROCK-15 GALLON Certificate of Authority No. 28177 73, IMPORTANT SAFETY INSTRUCTIONS = 4337 PABLO OAKS CT. SUITE #101 2411 IMPORTANT SAFETY INSTRUCTIONS WFIEN INSTALLING AND USING THIS SAFETY EQUIPMENT,BASIC SAFETY PRECAUTIONS SHOULD ALWAYS BE FOLLOWED,INCLUDING THE FOLLOWING: ¢ , 01 25" 1. READ AND FOLLOW ALL MANUFACTURERS OPERATION AND SAFETY INSTRUCTIONS. z JACKSONVILLE, F L 32224 WHEN INSTALLING AND USING THIS SAFETY EQUIPMENT,BASIC SAFETY PRECAUTIONS SHOULD ALWAYS BE FOLLOWED,INCLUDING THE FOLLOWING: 2. WARNING-TO REDUCE THE RISK OF INJURY,DO NOT PERMIT CHILDREN TO USE THIS PRODUCT UNLESS THEY ARE CLOSELY SUPERVISED AT ALL TIMES. o 3. SAVE THESE INSTRUCTIONS. w PH 904-223-9773 FX 866-832-9236 POST 1. READ AND FOLLOW ALL MANUFACTURERS OPERATION AND SAFETY INSTRUCTIONS. VAK PAK REMOTE CHEMICAL CROCKS ARE MADE OF REINFORCED VINYLESTER FIBERGLASS RESIN AND ARE DESIGNED TO WITHSTAND HIGH EXTERNAL WATER z_ TABLE PRESSURES WHEN BURIED AS RECOMMENDED. THE USE OF SOLID CHEMICAL SUBSTITUTES SUCH AS ISOCYANARIC STICKS OR TABLETS WHICH ARE 2. WARNING-TO REDUCE THE RISK OF INJURY,DO NOT PERMIT CHILDREN TO USE THIS PRODUCT UNLESS THEY ARE CLOSELY SUPERVISED ATALL DESIGNED TO DESOLVE IN WATER ARE NOT RECOMMENDED. THESE PRODUCTS ARE CALCIUM BASED AND TEND TO BLOCK OR GUM UP THE CHEMICAL FEED a www.wetengineering.net TIMES. z PUMP SUCTION TUBES AND,STRAINERS. w 3. SAVE THESE INSTRUCTIONS. VAK PAK RECOMMENDS A 1 PART LIQUID CHLORINE TO 5 PARTS WATER MIXTURE TO CROCKS INTENDED FOR USE AS ORP TYPE CHEMICAL CONTAINERS. USE 3:ONLY SODIUM HYPOCHLORITE(LIQUID BLEACH).CONSULT WITH A CERTIFIED POOL SERVICE PROFESSIONAL OR CONTACT VAK PAK,INC.BEFORE SUBSTITUTING w Project Name and Address VAK PAK REMOTE CHEMICAL CROCKS ARE MADE OF REINFORCED VINYLESTER FIBERGLASS RESIN AND ARE DESIGNED TO WITHSTAND HIGH ANY OTHER CHEMICAL FOR THE RECOMMENDED MIXTURE OF SODIUM HYPOCHLORITE. POOL & INTERACTIVE WATER �i EXTERNAL WATER TABLE PRESSURES WHEN BURIED AS RECOMMENDED.THE USE OF SOLID CHEMICAL SUBSTITUTES SUCH AS ISOCYANAR IC STICKS 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. > (^ OR TABLETS WHICH ARE DESIGNED TO DESOLVE IN WATER ARE NOT RECOMMENDED.THESE PRODUCTS ARE CALCIUM BASED AND TEND TO BLOCK CONSULT WITH A CERTIFIED POOL SERVICE PROFESSIONAL OR CONTACT VAK PAK,INC.BEFORE SUBSTITUTING ANY OTHER CHEMICAL FOR THE RECOMMENDED ILLI _ FEATURE CONSTRUCTION PLAN OR GUM UP THE CHEMICAL FEED PUMP SUCTION TUBES AND STRAINERS. MIXTURE OF MURIATIC ACID AND WATER. VAK PAK RECOMMENDS A 1 PART LIQUID CHLORINE TO 5 PARTS WATER MIXTURE TO CROCKS INTENDED FOR USE AS ORP TYPE CHEMICAL z e eCONTAINERS. USE ONLY SODIUM HYPOCHLORI"TE(LIQUID BLEACH).CONSULT WITH A CERTIFIED POOL SERVICE PROFESSIONAL OR CONTACT VAK LLATLANTIC BEACH COUNTRY CLUB e Q 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 \� �/j D LU • ° • CHEMICALS. CONSULT WITH A CERTIFIED POOL SERVICE PROFESSIONAL OR CONTACT VAK PAK,INC.BEFORE SUBSTITUTING ANY OTHER CHEMICAL U "d� LOCKABLE \ m SHEET TITLE • • FOR THE RECOMMENDED MIXTURE OF MURIATIC ACID AND WATER. HINGED LID � I C. LA13EL pH LABEL) o POOL DETAILS j� 15J¢' LOCKABLE COMMERCIAL FlLTRAnON/RECIRCULAnON/DISPLAY SYSTEMS pH CROCK ¢ ILI PARTIAL PLAN VIEW BOTTOM INSIDE HINGED LID P.O.Box 3264 SIDE DETAIL 30 GALLON CAPACITY 01.901, EDGE OF TANK JACKSONMILLE,FLORIDA 32206 TOP INSIDE (LID) A Q OF POOL CORNER 403 EDGE OF TANK USE IOd{UOIlD MXTACD 10 CAU11ONURE �w U DANOERWS CHEWCAL REACTIONS e . ------• CAN OCCUR F MURIATC ACD 15 NZE ANCHOR TOP INSIDE a SIDE DETAIL (CL2 LABEL) N MMED 1M111 SODIUM HYPOCIIORHE r> EDGE OF TANK N DESIGNED BY BOTTOM INSIDE F SOCKET (LID) EDGE OF TANK dg CL2 CROCK UJ Y v T� 12" 12" 14 - PLAN VIEW LABEL DETAIL r° 30 GALLON CAPACITY 7 (LID) (pH LABEL) 27-- USE 20R UOUD SODIUM UJ DRAWN BY 2 HYPOCHLORITE To WATER MDLIURE N M A C BONDING PLAN VIEW PLAN VIEW N yW DMGE us nd�rEACIKM LUG1 (WITHOUT LID) 1/2" COUPLING pH CROCK (WITHOUT UD) Up CAN OCCUR F MtWAVC AM Is15 GALLON CAPACITY MIXED UM SODRRI HYPOCHLORHE D V/9< U_ SEE MECH. DETAILS �� USE IOX D MUI"nC ACD TO UOU 1 2' COUPLING CHECKED BY WMER MICNRE I rl C. ea CAUTION •« FOR STANDARD o ______ _ DANGEROUS DF MLRIA 1C ACID I S U II t MIC& NOTE: - - -- r - — - �-� IS _.......... FOOTING COMMERCIAL FlLTRA (SPLAY SYSTEMS L REFER TO MFR. SPECIFICATIONS FOR -- - ,.,..:..-...�-:............._--- ...,..r_;,_"�- +:..... .a -- nOP.O.BOXC3 84�� Z CAN OCCUR F MURIATIC ACD T YDFD MI1H SWAN HWOCILOTIIIE i ANCHOR INSTALLATION INSTRUCTIONS ;; >: JACKS�9Ld4)�353-4403 -• - FLORIDA 32206 N 26• (CL2 LABEL) 2B' a -,�a'• • N LL Project Sheet CL2 CROCK 13046 ' s r 15 GALLON CAPACITY it usE 201 uDwSO"sa +,^,;^`^.; ..q• <#.. .s HWOCILOWIE To WATER MIXIURE 0 .''' ; ' $ • 1 10' 10• olaRt FTD 221'4 42 224- CAN Q Date MIXED Mf IH "MU HIPOCKORHE p•T- - - w <%•'� �� N FRONT ELEVATION ID' N FRONT ELEVATION ENATION FRONT ELEVATIO - FRONT EL ->.�•j a DEC. 2013 C. SP492 -�•.:�-k -'�Y�' Y�:: - _ - (wln-lour UD) (NTH uD) (vnTHour uD) Wiiii�au uo (NTH LID) Z Sale 2 IAT 180 ADA LIFT DETAIL 3 BACKSTROKE MARKER POST DETAIL 6 IWF & WADING POOL CHEMICAL CROCK 15 GALLON z IWF & WADING POOL CHEMICAL CROCK 30 GALLON ¢ AS NOTED SP2.1 SCALE: N.T.S. SP2.0 SCALE: N.T.S. SP3.2 SCALE: N.T.S. SP-3•2 SCALE: N.T.S. Y II • 'I .,°i55°p5y1n#.Y�t"S'dS A'.r��OFFFF1a. `° dd 179" L SAND FILTER SYSTEM COMME RC IA THIS DOCUUFNT.AND THE SEAS AND DESIGNS INCORPORATED NaBJN.ARE THE 5°lE PROPERTY OF VAN-PAH WC.AND ARE NOT TO BE ALTERED.REPRODUCED aP USED.IN VMOI.E OR IN PMT,FOR ANY OTHER vPo.RCT WITHOUT THE EXPRESSED MPn1EN AUIHORI2ATION OF VAK-PAH INC. X40. ci; CHR3484x2C 252,000 GALLONS IN 6 FIRS. PANEL #1 e��' 13 H 2 t A-fr-- � 700 GPM 13.42 GPM FILTER RATE, 66.34 SQ. FT.TOTAL �� 9 ✓JJ `� p} ¢,,�. Z��. p'a�Fav fir. yy`,^. (2)7.5 HP _ PENTAIR RECIRCULATION PUMP(S) EQK-7509 ® ' WILC'tam, Qz1Jpr`'P E. O LICENSE#412N 3 PHASE 230 VOLTS, 350 GPM EACH@ 65 `LDH REGISTERED ENGINEER 2 9 1.5 H p PENTAIR 34-0039 VACUUM PUMP, I PHASE 5 O2 / O K 115 VOLTS 5D STRAINER 3 O `. �OMODEL 8 7 6 3 PH FEEDER BY STENNER MODEL 85M5 85 GPD 4 12 50 GALLON TANK, LABELED 5 2 UNITED POOL & SPA ASSOCIATION VFD VFD o0 NOTE: ELECTRIC Al 6 15 PANEL MUST HAVE BACKUP CL2 FEEDER BY STENNER MODEL 170DM5 170 GPD N Y CLEARANCE FOR l0 6 4 1 MAINTENANCE 99 GALLON`TANK, LABELED 1 3 ° D ELECTRICAL PANEL WITH SERVICE LIGHT,MINIMAL 30 FT. CANDLES Florida Swimming Pool Association 12 # manufacture part// description / ()cc)) ' ` VALVES AND PIPE SIZES 1 SIEMENS W01224ML3125CU Main lug breaker panel, 12 circuit 125A copacit , 3 phase 120,208-230v Y 2 PENTAIR EQK-750 7.5 hp Recirculation pump 3 ph 230v z PA t ° ° 1@0 l3 7.Sh` PENTAIR VARIABLE FREQUENCY DRIVE MODEL AD075-2303-NOT 3 PENTAIR 34-0039 L5hp Vacuum pump, 1 ph 115 v - USE t CHAS h, Q 4 LEVITON 5320 chemical feeder receptacle, 115v COUPLING TO REMOTE 5 STRONCO VPG100 100 Watt Service light, 115v . 9 CHEMICAL CROCKS 6 C.E.S. I Chemical Controller I 7 STENNER 85M5 Liquid Chlorine feeder, 115v 1: ' 15 O.R.P.:-CONTROLLER MAKE C.E.S. MODEL MR1 8 STENNER 45M5 Liquid pH feeder, 115v L"P � 9 PENTAIR AD075-2303—N01 7.5 hp Variable Frequency Drive PANEL #1 � MEMBER D J C R H 2 VALVES AND PIPE SIZES A MAIN DRAIN 10" ® FEEDER AND, CIRCUIT SCHEDULE CONDUCTORS - B GUTTER 10" PHASE NEUTRAL GROUND CONDUIT REMARKS ,a PANEL FEED I LAN V E W C VACUUM TO TANK 2" A2 1—#12 1—#12 1—#12 1/2UL SEALTITE A33 3—#10 1—#10 1/2" UL SEALTITE D VACUUM LINE 2.5" 1—#12 1—#12 1/2" SEALTITE TO LIGHT D J 13 2 E RETURN LINE N/A A5 1—#14 1—#14 1—#14 1/2" SEALTITE TO RECEPT. A _ G PUMP TO WASTE 2" 6 1 1—#12 1—#12 1— 1<2 CORD AND PLUG 4 0 INDICATES WIRE AND CONDUIT INSTALLED BY OTHERS H H PUMP TO FILTER 411 I \ J FILTER TANK DRAIN 2.5" I VFD VFD I K RECIRCULATION SUCTION 6" PANEL SCHEDULE I K 115 208-230V, 3 PHASE,4 NnRE,TYPE Q SURFACE 1W125A MLU R FLOOR DRAIN 2" CIRCUIT POLES TRIP LOAD AMPS Li 1 3 30A RECIRC. PUMP #1 W/INTERLOCKED RECEPT. 22.7 I ❑ I 2 3 30A RECIRC. PUMP #2 18.3 I 7 1 30A VACUUM PUMP 19.2 NOTE: LEAVE AT LEAST 3" OF CROCK BODY 8 1 15A SERVICE LIGHT 1.5 e I GRADE ABOVE GRADE TO PREVENT WATER SEEPAGE ----// TO PH FEEDER PUMP TOTAL LOAD 61.7., I /TO CL2 FEEDER PUMP PANEL #1F Date No. j -41 LO 52 GALLON D COMMERCIAL - RESIDENTIAL DRAWN GATE 12/13 REVISIONS ATLANTIC BEACH C,CLUB POOL REMOTE x PH CROCK VZE� \(\\�17 RECORD 4 FILTRATION / IRRIGATION / FOUNTAIN RECORD # 24,025 VAK PAK MODEL � CHR34842C \J W i n c. PUMP STATIONS - COMPONENTS amu t SDA�not to scale POOL SYSTEM = 99 GALLON LU P.O. Box 3264 - Jacksonville, Florida 32206 - (904) 353-4403 SHEET 1 of {1 3 PHASE 230 VOLTS J Certificate of Authority No. 28177 REMOTE CL2 CROCK SHEET 3 of 3 4337 PABLO OAKS CT., SUITE #101 Q g o JACKSONVILLE, FL 32224 z PH 904-223-9773 FX 866-832-9236 FRONT ELEVATION a www.wetengineering.net Z W NOTES: W Project Name and Address POOL & INTERACTIVE WATER 1. ALL TANKS HAVE COVED CORNERS FEATURE CONSTRUCTION PLANS 10 2. ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIN. o ATLANTIC BEACH COUNTRY CLUB a 3. ALL PIPING "NSF—Pq' APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC m SHEET TITLE ELECTRICAL INTERLOCK OF ELECTRICAL FEED EQUIPMENT WITH RECIRCULATION PUMP a HYDRAULIC INTERLOCK OF EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW COMPETITION POOL 0 /// PROPORTIONING VALVES WHERE REQUIRED: 2 1/2" AND UNDER — JANDY DIVERTER LOCKABLE HATCH �� \ / /// 3" AND ABOVE — BUTTERFLY VALVE Q FILTRATION UNIT V /� _ DESIGNED BY WTS E 10M TIL N DRAWN BY MAC O� p� Q CHECKED BY cn cn O W WTS U Z W x � W Project Sheet LL } 119" 76" COV0C AL 0 13046 vlEw F SIDE vlEw a 3 FILTRATION/RECPAY W RC U�AT 0� D SDate FRONTt a DEC. 2013 SP4 ,3 U) CABINET DETAIL Inc . SYSTEMS z Scale VAK PAK CB1002 SERIES CAAS NOTED 0 NOT TO SCALE THIS DOCUMENT.AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,ME THE SOLE PROPERTY OF VAN-PAK INC.AND ARE NOT TO DE ALTERED.REPRODUCED OR USED.IN WHOLE OR IN PMT.FOR ANY OTHER PROJECT VATHOUT THE EXPREWO WRITTEN AUTHORNEATION OF VAN-PAN INC. 33333;i91B311llil➢!17/, ,.a33 9 A r� 1111... 9, giy ii yq VAK PAK UN 1 . .41 215 gCT7� 2 41 AV. —=LT ILICIR CAL SPICS IL 5 REA/�$�F SaR� R 7 4 1 L 5 E 3 L s 7 6 E 4 4 ' I 00 M 6 � 6� a SID © UNITED POOL & SPA ASSOCIATION 4 1 O 2 1 7 r - ® manufacture part# description K 9 1 SIEMENS W0816ML1125CU Main ug breaker panel, 8 circuit, \ H B 125A capacity, 1 phase 120,208-230v Florida Swimming Pool Association M `�Y 8 � O -� 2 PENTAIR WFE-3 3/4 hp Recirculation pump, 1 ph 230 I 12 NOTE:ELECTRIC 3 PENTAIR 340038 1hp Vacuum pump, 1 ph 115 v 1 /� PANEL MUST HAVE I I ` 4 LEVITON 5320 chemical feeder receptacle, 115v 3'CLEARANCE FOR 13 5 STRONCO VPG100 100 Watt Service light, 115v 0 0 MAINTENANCE ( 6 CES MR1 Chemical Controller, 115v II'1- 3 7 STENNER 45M5 Liquid CL2 feeder, 115v 8 STENNER 45M2 •j Liquid pH feeder, 115v 1 PA P 0 � 1AAPA ® FCEDER AND CIRCUIT SCHEDULE CONDUCTORS MEMBER HAIR/LINT TRAP PHASE NEUTRAL GROUND''. CONDUIT REMARKS G 3 D PANEL FEED 5 �u `J 0 2—#12 1—#12 1/2" UL SEALTITE D � 1 D / A3 1—#12 1—#12 1—#12- 1 2 UL SEALTITE a ® 1—#12 1—#12 1/2" SEALTITE TO LIGHT D A 0 B K 0 1—#14 1—#14 1—#14 1/2" SEALTITE TO RECEPT. 6 1—#12 1=#—1 2 1—#12 CORD AND PLUG o �7 INDICATES WIRE AND CONDUIT INSTALLED BY OTHERS PLAN VIEW - PANEL SCHEDULE 115 23OV, 1 PHASE, 3 WIRE, TYPE Q SURFACE MOUNT, 125A MLU ISOMETRIC CIRCUIT POLES TRIP LOAD AMPS H I A B NOT TO SCALE 1 2 20A RECIRC. PUMP W/INTERLOCKED RECEPT. 10.4 2 1 20A VACUUM PUMP 14.2 4 1 15A SERVICE LIGHT 1.5 D LOCKABLE ACCESTOTAL LOAD 26.1 S M II O O WASTE LINE I( , 2 iii AIR GAP ' — FINISH X\ GRADE GRADE No. Revision Issue Date �� M p COMMERCIAL - RESIDENTIAL DRAWN DATE 1 2/1 3 REVISIONS �� VAK PAK MODEL CP14VC-12L J I 1/� I I� �� " �� 4 4 FILTRRTION IRRIGATION FOUNTAIN RECORD 24026 POOL SYSTEM p Inc. PUMP STATIONS - COMPONENTS SCALEnotto scale 6 I I I I I I � � SHEET 1 PHASE 230 VOLTSFT I x P.O. Box 3264 — Jacksonville, Florida 32206 — (904) 353-4403 1 Of 1 LU LU am WASTE \� �% '��/ j\\//\ N 0 ' \� `� �\��\\ � � Certificate of Authority No. 28177 ,I \ � /�� ,� 26 \ \\�� vacuuM CARTRIDGE FILTER SYSTEM z 4337 PABLO OAKS CT., SUITE #101 2 STATIC LINE \//\\ \\/\� /\\� vAKPAK CP52VC 3,120 GALLONS IN 1_FIR O JACKSONVILLE, FL 32224 /\\//\ 76 52 GPM •26 GPM FILTER RATE, 2Do SQ.FF.TOTAL Ld PH 904-223-9773 FX 866-832-9236 » ,\/\ a_ www.wetengineering.net 49 \/��/ # 2 VAK PAK DYNAPURE DPI00 FILTER ELEMENTS Z SIDE VIEW 100 SQ.F I.EACH,zoo sQ.F'1'.'1'arAL w Project Name and Address 3/4 FIP PENTAIR WFE-3 RECIRCULATION > POOL & INTERACTIVE WATER FILTER TANK ' O 1 PHASE 208-230 VOLTS, 60 GPM @ 60 TDH, �' STRAINER FEATURE CONSTRUCTION PLANS 1 H.P. PENTAIR 34-0038 VACUUM PUMP,IPHASE a ATLANTIC BEACH COUNTRY CLUB 230 VOLTS 5" STRAINER = w m SHEET TITLE O 0 1.5" BLUE WHITE FLO WME"CER,CF30 150 P 20 _ "1'O o WADING POOL T 100 GPM W FILTRATION UNIT FRONTVIEW O I-VACUUM GAUGES 0#'CO 30#,2"FACE NOTES: 78" _ I VALVES AND PIPE CONNECTION SIZES SIZE N DESIGNED BY A MAIN DRAIN 4„ 1. ALL TANKS HAVE COVED CORNERS FRONT VIEW O GENERAL INSTRUMENTS THERMOMETER 32°TO 248°F,0-TO 120° w WTS B SKIMMER/GU TER 4" _ Co 2. ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIN. N DRAWN BY ELECTRICAL WIRING IN COMPLIANCE WITH NEC VAK PAK CB602 FITER HOUSE DETAIL cLZFEEDERBY STENNER MODEL 45M5 50 GPD D VACUUM LINE N/A MAC 3. ALL PIPING "NSF PW" APPROVED / ALL E 0 30 GALLON REMOTE CHEMICAL CONTAINER L E 1.5" D E RE'T'URN IN Ll RECIRCULATION PUMP ELECTRICAL INTERLOCK OF ELECTRICAL FEED EQUIPMENT WITH R , HYDRAULIC INTERLOCK OF EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW SCALE: 1/2"=1'-0" CHECKED 3Y PROPORTIONING VALVES WHEN REQUIRED: 2"1/2" AND UNDER — JANDY DIVERTER PH FEEDER BY STENNER MODEL 45M2 1 o GPD G VACUUM TO WASTE 1.5 T- /TS 3" AND ABOVE — BUTTERFLY VALVE 15 Co w V V GALLON REMO'CE CHEMICAL CONTAINER U H VACUUM'TO FILTER 1.5" Z UJ IY LU ELECTRICAL PANEL WITH SERVICE LICiF1'T,MINIMAL 30 FT.CANDLEI FRESH WA"CER FILL(EROSE BIBB W/VAC BKR) 1" Project Sheet j7 MINIMUM 60 WA'I'T BULB o 13046 J FILTER TANK DRAIN 2" ~ K RECIRCULATION SUCTION 2'r < Date 13 WATER LEVEL CONTROL(RWLC) SP4A TANK OVERFLOW 2" < DEC. 2013 I P STATIC LINE 2„ z Scale 15 ORE CONTROLLER MAKE CES MODEL MR1 ¢ AS NOTED R FLOOR DRAIN 2" i ,I 11f I F , i 1 r 1 Elr6m895f1NIEElIhpll 1H15 DOWYENT.AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,ARE THE SOLE PROPERTY OF VAN-PAN INC AND APE NOT TO DE ALTERED.REPROWCED OR USFD.IN 1WOLE OR IN PARL FOR ANY OTNEA PROJECT MITHWT THE E1ffRES5[0 WRITTEN AUTIICRIIAlION OF VAN-PAN INC. E`'!' -','�t�i!9'1 T�l�.�y�"�•. 4 2tt v VAK PAK UN I 0.41215 w 2 �• LV OF [ LICIR CAL SPICS W T 5 REGIFF �14kFJER 5 3 R 6 4 E 4 7 114' U I � o0 5 Q ,6 UNITED POOL &SPA ASSOCIATION 6 4 1 J 3 1 7 4 J ( S facture art description T TYPICAL OF 6 )' `Y'� ® manufacture P # Q O O - \ 1 SIEMENS W0816ML1125CU Main lug breaker panel, 8 circuit, 125A capacity, 1 phase 120,208-230v Florida Swimming Pool Association E I 2 PENTAIR WIFE-3 3/4 hp Recirculation pump, 1 ph 230 8 12 NOTE: ELECTRIC I 3 PENTAIR WFE-12 3hp Feature Pump, 1 phase 230v PANEL MUST HAVE I I i I' 3' CLEARANCE FOR I 4 LEVITON 5320 chemical feeder receptacle, 115v 13 168 GPM MAX. MAINTENANCE I /� (� 5 STRONCO VPG100 100 Watt Service light, 115v 450 S.F. FILTER AREA 1 c� 6 CES MR1 Chemical Controller, 115v 7 STENNER 45M5 Liquid CL2 feeder, 115v �9 i g STENNER 45M2 ; Liquid pH feeder, 115v L"PA 1l11 0 EDERANDCRCUIT SCHEDULE F f, MEMBER HAIR/LINTTRAP CONDUCTORS , , PHASE NEUTRAL GROUND-a CONDUIT REMARKS �1 G 2 r PANEL"FEED 5 \,\ 1 2-#12 1-#12 1 2 UL SEALTITE I s.. i \ 1- 12 1- 12 1-Al2 1 2" UL SEALTITE - \ 1-#12 1-#12 1 2 SEALTITE TO LIGHT I` KS 1- 14 1-#14 1-#14 1 2" SEALTITE TO RECEPT. A 0 6 1-#12 1-#12 1-#12CORD AND PLUG A INDICATES WIRE AND CONDUIT INSTALLED BY OTHERS PLAN VIEW PANEL SCHEDULE - 115 23OV, 1 PHASE, 3 WIRE, TYPE Q SURFACE MOUNT, 125A MLU O M E TR I CCIRCUIT POLES TRIP LOAD r AMPS NOT TO SCALE { E 1 1 2 20A RECIRC. PUMP W/INTERLOCKED RECEPT. 10.4 I 2 1 20A FEATURE PUMP 15.0 { 5 1 15A SERVICE LIGHT 1.5 i y $�I1,1 I T LOCKABLE ACCESS � TOTAL LOAD 26.9 ' K 1 4 \ Vi WASTE LINE l = = FINISH � AIR GAPS d GRADE I I I I �� \ /i DRAwN�DATE REVISIONS VRK PAK MODEL CP1501WF-6 No. Revision/issue Date p COMMERCIAL - RESIDENTIAL RECORD # 12/13 SPLASH PRD SYSTEM Q FILTRATION / IRRIGATION / FOUNTAIN 24048 I 6 I I n c . PUMP STATIONS COMPONENTS SCALEnot to scale X 9� I 1 PHASE 230 VOLTS I I I I \' �V/\ P.O. Box 3264 — Jacksonville, Florida 32206 (904) 353-4403 of w TO — 1w WASTE I P %\� \� \/ \//\\/�\ 2 177 VACUUM CARTRIDGE FILTER SYSTEM i� \ \� CP521WF-6 1,500 GALLONS IN 30 MINUTES 4337fPABLO AKS CT.,SUITE #101 \ / \ 2 6 \ VAK PAK \ 35 GPM FILTER RATE, 150 gQ, FT. TOTAL o �/% /\ 52 GPM ® g o JACKSONVILLE FL 32832 9236 \/ LU PH 904-223-9773 FX 866 76" 1 VAK PAK DYNAPURE DP150 FILTER ELEMENT www.weten ineerin .net \ # g r = g LU 49 %/��' I 1 / VIEW O 150 SQ. FT. EACH, 150 SQ.FT. TOTAL (FOR RECIRCULATION) LU ,I \ SIDE 3 4 PENTAIR WFE-3 RECIRCULATION PUMP. w Project Name and Address V/ `//\\///. 400 GALLON O —L— HP \/\/\ \ ^ ° 2 1 PHASE 208-230 VOLTS, 60 GPM ® 60 TDH, 6„ STRAINER ¢ POOL & INTERACTIVE WATER \ \ \ FILTER TANKLU II / /. P� 3 HP PENTAIR WFE-12 FEATURE PUMP, , PHASE I-- FEATURE CONSTRUCTION PLANS 23o VOLTS 6" STRAINER Q ATLANTIC BEACH COUNTRY CLUB \ \ \ \ \ x//\\/\ \j\\/\j� %i\/\/ / / Oi co SHEET TITLE 1.5„ BLUE WHITE FLOWMETER, CF30 150 p. 20 TO I 100 GPM o INTERACTIVE WATER I A _ VALVES AND PIPE CONNECTION SIZES 61ZE W FEATURE DETAILS O 1 — VACUUM GAUGES 0# TO 30#, 2" FACE i VIEW 78GUTTER A MAIN DRAIN a U FRONT I " __I B SKIMMER/ I N/A X I NOTES: i 'e N DESIGNED BY FRONT VIEW O GENERAL INSTRUMENTS THERMOMETER 32' TO 248'F, 0' TO 120' D VACUUM LINE N/A " WTS II 1. ALL TANKS HAVE COVED CORNERS 1 5 w E RETURN LINE U) 2. ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIN. cL2 FEEDER BY STENNER MODEL 45M5 50 GPD N DRAWN BY VAK PA C B o02 EITER HOUSE DETAIL O 30Co GALLONS CHEMICAL CONTAINER =, G VACUUM TO WASTE 1.5 MAC/� i' 3. ALL PIPING "NSF-PW" APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC I FRESH WATER FILL (HOSE BIBS W/VAC BKA) 1„ < CHECKED ELECTRICAL INTERLOCK OF ELECTRICAL FEED EQUIPMENT WITH RECIRCULATION PUMP SCALE: 1/2"=1'-0" pH FEEDER BY STENNER MODEL 45M2 10 GPD Q CHECCEDBY HYDRAULIC INTERLOCK OF EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW _ U 15 GALLONS CHEMICAL CONTAINER J FILTER TANK DRAIN 2 ° p/TC PROPORTIONING VALVES WHEN REQUIRED: 2 1/2" AND UNDER - JANDY DIVERTER V W J 3" AND ABOVE - BUTTERFLY VALVE 2 z K RECIRCULATION SUCTION (3)VAK PAK MODL DP150 VACUUM CARTRIDGE FILTER ELEMENTS, 150 SQ.FT. EACH 1 I ) 0 TANK OVERFLOW 2" w Project Sheet (FOR FEATURE PUMP l!. P STATIC LINE 2 l� k 0 1304 n ELECTRICAL PANEL WITH SERVICE LIGHT, MINIMAL 30 FT. CANDLES ~ 2 2„ w Date SP4e5 MINIMUM 60 WATT BULB R FLOOR DRAIN L S FEATURE SUCTION 4" Q DEC. 2013 f 13 WATER LEVEL CONTROL (RWLC) T FEATURE RETURNS (6)1.5" z Scala U GALLONS COLLECTOR TANK 400 Of AS NOTED 15 ORP CONTROLLER MAKE CES MODEL _ MRl W FEATURE BYPASS 2.5' f IF ., Ir4 I 1 I I I , I ;' a I I'M 0Cod®0ids O CE p q d V "l4J��i °'41215 J�sl11t f q�� — O P pLa tiro Oyd�ag y — ei 0j�.a, jjyy gqyyG��1 dddddd� L�14'`ts.i .:S �RREt NOTE: ALL INFORMATION ON THIS SHEET PROVIDED BY WATER '/�/ EG'4� ; ;4r25 ODYSSEY/FOUNTAIN PEOPLE. REGISTERED ENGINEER UNITED POOL &SPA ASSOCIATION ��... ..� N Florida Swimming Pool Association PA W U) �• W O o 4, —1AAPA — W085 `_.... ww...._ MEMBER .k SPLA5�1-O-L�OR \ � �� -� 4 / W091 BUBBLER I \ � I W071 DESCRIPTION QTY J�E // —WAR FLOWE W071 2 WATER FLOWER 1' HIGH - 2' SPREAD 10 GPM (20) @ 1 PSI W085 W017-W W200 �\ \ �/ i SPLASH-O-LATOR N DRAIN 3W 29 2 PLAIN LAUNCH PAD 7 GPM (14) � 3 PSI WIRE (TYP 3) WATER CAST E — I g9 LESS / - I W091 BUBBLER 2 V HIGH 35 GPM (70) @ 6 PSI W091 W329 BUBBLER \ WATER CASTLE 1 / \ 1 8' HIGH - 5' SPREAD 51 GPM @ 5 PSI 155 GPM TOTAL WATER FLOWER � \ � W017-W LAUNCH PAD 1 WIRELESS No. Revision/Issue Date ' ry ( W200 3 I PLAIN DRAIN A \ SPLASH O LATOR = 177 SQ FT - \ �` Cl) M N Twffilro PLAY AREA -` "`�----- .�- -- Certificate of Authority No. 28177 NOTES: Q 4337 PABLO OAKS CT., SUITE #101 1. THIS DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS o JACKSONVILLE, FL 32224 RECOMMENDED FOR PLAY COMPONENTS AND DRAINS ARE 0 WPH 904-223-9773 FX 866-832-9236 APPROXIMATE. PIPING AND CONDUIT RUNS ARE SCHEMATIC. JOB Z CONDITIONS AND LOCAL CODES MUST DETERMINE FINAL ROUTING. Z WWW.Wetenglneering.net 2. PIPING, CONDUIT, AND WIRE ARE BY INSTALLER. 3. PIPE SIZES ASSUME 100' MAXIMUM RUNS. LONGER RUNS MUST BE w Project Name and Address EVALUATED BY WATER ODYSSEY. Q 4. SYMBOL" ' INDICATES THAT THE TEE MUST BE PLACED IN THE o POOL & INTERACTIVE WATER CENTER OF THE PIPING RUN TO ENSURE BALANCED FLOW. o FEATURE CONSTRUCTION PLANS \� 5. WET DECK AREA MUST BE POURED AND FORMED SO THAT LLATLANTIC BEACH COUNTRY CLUB WATER SHED AREA SLOPES TOWARD DRAINS. LU m SHEET TITLE INTERACTIVE WATER W FEATURE DETAILS Q U U v m N DESIGNED BY w WTS _ Aco _ N DRAWN BY O ® C0MAC LL ® TH ¢ CHECKED BY WTS 0 ATLANTIC BEACH COUNTRY CLUB w opo LL Project Sheet z PLAN VIEW o13046 01 W14070 < 1 A GA 1 Of 1 12 - 02 - 13 1 W Date Water Odyssey"by Fountain People, Inc. - PO Box 807- San Marcos, Texas 8687-0807 ¢ DEC. 2013 SP4e6 Phone (512) 392-1155 - Fax(512) 392-1154- www.waterodyssey.com Scale z 0 AS NOTED a ' - i - • V4 A i Ss .a25A¢115}3iiiiti199414@@@,igg, U SIGNAL FROM WATER 'Sf qV •fid /`1 '''. LEVEL CONTROL FLOAT-X""" ~{ a' v a I o.41215 i AUTOFILL FLOAT CHAMBER s b '. u�. ST • 01= SOLENOID VALVE NEW 2" STATIC LINE FROM POOLONO IU4 1-1/2" V� �eT� POTABLE LIC NSE#4 1215 REGISTERED ENGINEER LINE 1-1/2" MANUAL FILL 2" OVERFLOW LINE TO WASTE jog UNITED POOL &SPA ASSOCIATION BACKWASH SIGHT GLASS C_ C 8" ZERO ENTRY BACKWASH MAIN DRAIN CONTROL VALVE P /// 0 0 Florida Swimming Pool Association 10" GUTTER I V 275 4„ � 4 TO WASTE /// 2-1/2"� A 6 S GPM SUMP / 10" MAIN DRAIN / S I� / 4" 4., RECIRC. PUMP 60" O HIGH / 8" ZERO ENTRY I� RATE SAND / 6" 6" 6" TO FLOOR MAIN DRAIN FILTER RETURN INLETS � T THERMOMETER PA 13" C�O) 700 GAL. p p COLLECTOR TANK V / PROVIDE Y-STRAINER 4,. 6" V, ABOVE GRADE PRIOR PA 6„ S 275 / TO PIPE BURIAL MEMBER GPM / TUBING RECIRC. PUMP / 60" 0 HIGH / %" 3AMPLE TAP RATE SAND TUBING FILTER t Y 4 (5) 1%" LINES TO 52 GAL. I BUBBLER NOZZLES i'.., 2" VACUUM TO FILTER ' i ACID FEEDER N AND TANK gg GAL. L , SAMPLE FLOW HYPOCHLORITE P S,�C\ CELL �\ FEEDER&TANK Y AG( 22" TO WASTE SUMP2" VACUUM 100 2GPM y\ ORP PH VALVE BOX VACUUM PUMP �� C'N SIGNAL OUT--,," ORP / pH CONTROLLER REFER TO I' POOL DETAILS i RECIRCULATION SYSTEM SCHEMATIC j NOTES: NTS ' 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 No. Revision/Issue Date 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 6g UPSTREAM SIDE AND 5x PIPE DIAMETER ON THE DOWNSTREAM SIDE. (NOTE DOES 24" ROUND MANWAY NOT APPLY TO SIGNET FLOW METERS) 1/2" GALV. AIR RELIEF W UJ 4. LAYOUT SHOWN IS INTENDED FOR SCHEMATIC PURPOSES ONLYT. ACTUAL W/ GATE VALVE (TYP.) BACKWASH TO WASTE U) n mama EQUIPMENT ARRANGEMENT MAY VARY. INSTALL EQUIPMENT TO PROVIDED VAL E LEGEND o' r1rQ ADEQUATE WORKING CLEARANCES. BUTTERFLY VALVE 5. FILTERS TO BE SUPPLIED WITH PRESSURE RELIEF VALVES, DIFFERENTIAL PRESSURE (TYP.) Certificate of Authority No. 28177 I�I BUTTERFLY VALVE GAUGES AND BACKWASH SIGHT GLASSES. QXU 4337 PABLO OAKS CT., SUITE #101 6. ALL EQUIPMENT COMING IN CONTACT WITH POOL WATER TO BE CERTIFIED BY NSF z JACKSONVILLE, FL 32224 OR CERTIFIED BY THE MANUFACTURER TO BE LEAD FREE. S TO BE EPDXY COATED. I ,HECK VALVE PH 904-223-9773 FX 866-832-9236 j' 7. INTERNALS OF CAST IRON PUMP I V z 8. ROUTE SAMPLE FLOW CELL DRAIN TO FLOOR DRAIN OR PUMP SUCTION. a WWW.Wetenglneering.net 9. PUMPS, VFD'S, ORP CONTROLLER, AND CHEMICAL FEEDERS ARE INCLUDED WITHIN ALL VALVE EQUIPMENT CABINETS. REFER TO MECHANICAL DETAILS FOR ADDITIONAL UJ Project Name and Address INFORMATION. SINGLE LEVER LINKAGE POOL & INTERACTIVE WATER a 111 DREDUCER o FEATURE CONSTRUCTION PLANS SUPPLY FROM PUMP ATLANTIC BEACH COUNTRY CLUB =LOW METER W Co SHEET TITLE UMP A o COMPETITION POOL RECIRCULATION 30LENQ►D VALVE m Q SYSTEM SCHEMATIC "ONTROLLED BY ORP Co FILTER DIMENSIONS x DESIGNED BY u— ] N AMPLE FLOW CELL { A TANK DIAMETER 60" WTS = U) N DRAWN BY B = SIDESHEET HEIGHT 48 ULTIPORT VALVE 1/2" DRAIN ASSY. i MAC (TYP.) FACE PIPING SIZE 6" Q CHECKED BY ADJ. JACK LEG W WTS PRESSURE GAUGE Z 9 , I w W N w LLProject Sheet QvacuuM GAUGE 0 13046 T Date THERMOMETER w DEC. 2013 SP500 RETURN TO POOL �II z Scale ICI O STRAINER NTS VERTICAL SAND FILTER DETAIL AS NOTED N f? { 9 �I III 7 I y � I a i BALL _• -. s\, _._._.-._.. � _.._ _ -_�. - _..-.w_ � - i i -— ---..,. i x - .._.._ / ..` '� ! I� I I, / I / I ' I 3a. If ' `..i� -� ,•• 1 i �/ /� � / I j / � I`` •� `` I , � .r--�'f; ,` ° .,�°� �'" °,,��/'°�o,`'�� ' ,r ,, , i• L ��-----'— � POOL & FOUNTAIN ' f `+ l EQUIPMENT AREA f l / SCALE: NORTH - - - _— -------------------- - ---- _--- — — --------- �, ` �, �- < i i / / �� \ \, \\ ./�f�\ \•i�\` •,•��` ' _ / �`,-`' '-� _ �``F,t '••.\ � /`�.�� i,\.,1 •~'�' �+. � \,\ �\ i �``a,b 0 , ' � � ` ��si,� ani°' ) � \J��O' �•` 'a \ I ; i ,�f _ /�{�. ,T,, ` � '' �.. `�� ,j �" '" I / / `,�_,., � '` � `'. �`, ``�< �^•, •`• ``� s `,, Rl=�l�3TImRE�;.�N,1h IRIEER ---` / I \ C I r / div'rltssr�:}'r�F}v}2$$}� +�7�r1€-tr}�'r1-}�€-�-%4;$tss}�1111I-}$+;•nsz13811i'r's$�3d-I-3-t-P-tir}ti}}-�-�-I-4-l-I-$r$}}r-2�-3-#t'�,^r}$i# 3e�-i#?-3$;;•' s �.r, x + a� I �i � '\ =_ ' ,. '` �. '` f+ ,.1.rrl}.SII.$}$.}�a�:l.t}— f" i` / /o ,• UNITED POOL &SPA ASSOCIATION ' r 13-.k,.r$$rn€�aI-321Ir$r'rfiss$833,:€e-$$-��s-t�-3-�I•<}$a$$�-�-I-$-�-�}4}*,'-3-�<�i^$}i$c;', � +:3s aa�: `i- ��'`";��"°'';`' � / "� i , �'�+ gyp' � .j�--4.��; �� ix POOL FENCE i. ' ��R.._ ``..` I _ - - - i - ' I , \ ``,y ,A TENNIS IS �\+..KBOA Florida Swimming Poo Association (SEE HARDSCAPE f I — -----_-_------------------ I ....-.. PLANS FOR MORE � .. ._ ON) , r ¢fi7ks'?r3$i$3�t 3.2$$u3'cit� fa$#m�s'•r'71 uz $$?t,i -"5t'$$$$}�Psv7'll•i%-fir$}rtY,,+af�-�'f''d-;r$}*-""..__ rIr INTERACTIVE NFORMATI _ WATER\ x' FOUNT AIN.r % \ a\ , COMPETITION g$$} COM ETITION POOL --._ 14ii 6$,s X L—x X \ I '41/ LAAPA I SELF CLOSING & ✓ ,. , iMEMBER LATCHING GATE (SEE I / HARDSCAPE PLANS FOR `MORE INFORMATION) r- / "a1113}}'r$}i3'B�IBIe$ .. EI _�_.--_-" � ��✓ 11]}.}$$'#r;-I3-11-1-1-}$}t}3�l-l'ti I-}$F i / - '•, GRA LINE REPRESENTS -- a } EGRESS PATHWAYS (TYp•) f 0iesi41 1€ } 9$i}selM1"erf4r h\� -.... / g ±]� F 1 s au p p s Au s5 s 2]o Atp3 !e g nsna�aAe�n / � ,z it l { � 1-$Ll;Y.S'Pll"l'{-1"a'Y$},•5'.�38�'f'd•l$;'$S'6 59-1"Yl"enS:tf�+"l�x'Yi.-'fa YfYdi'f�'1'}��'l'1"$�'I'#4:'PYH'i ell-3Y'13'}'ST'A".{£e aa�£}3--'-- •••• /` ,t '..i' �,'�+`". / ; � e �' I WADING POOL ;. ,\ , i '�\ °•�_..... I .v.. � ..----..._-----__----- ..._..._______. - \ 80 S.F. ,.., L 1 ` J l I , SWIMMING \ f �• �� ! �(� POOL DECK ''', f�/ �,'Sl nna •i !' ,•t �q a��i�L ��) Jsp .tn 3n 3 y 5 n x 1 5p 5c ,,•i 4 � \ 1 I � /� a�P%N'�,'Asi'li''u'S�'J"�$L X271�Pi''v`��&-J;3"J$GG'fl'li'$-`...i 7TY"�"Z➢-u"1-%fV$Y$$a'SI-I-�S�'}':.3;'Ts"J�al-,'�'fJ$$;'R1�1'�u"$$JS3fi'i,. R... � '�vi �.. v: -� v\, o '• �,\ r I aa�. r$r,L•sllrtlr} ��'llt }$},kl'lrtl$$} ��nlr$}}}}. ' I - 12,795 S.F. @ 30 S.F. '• ``. \;\ 426 OCC. `', f'`�, 48 -- -- - - " EGRESS PROVIDED -------------- SWIMMING POOL ' `` \ `.. , 'i, `i- / AT j AT REAR POOL GATE / / / / 5,63511.F. @@ 5 SO Fso F. -�-- -f -- - - --- -'k ` ,• �� y- �f /D K/ / ---- - \" / / -- --- ---- 3 OCC. % \ o , SELF CLOSING & LATCHING i. s... `- `' �': / I I / / / / _ ._._._. __. — -_..." GATE (SEE HARDSCAPE PLANS i \ ` FOR MORE INFORMATION) ,/ o , SELF CLOSING & LATCHING AD j ` __ ' o � GATE (SEE HARDSCAPE PLANS No. Revision/Issue ate •` /� FOR MORE INFORMATION) . \ \ \ ZERO E'.NTRY AREA :� \ LU ROOM I 'off W N Certificate of Authority No. 28177 ;\ Q 4337 PABLO OAKS CT., SUITE #101 ` •' ` ', '4- �`� ` `' `' / �-f \�, JACKSONVILLE FL 32224 , PH 904-223-9773 FX 866-832-9236 www.wetengineering.net LIJ w Project Name and Address POOL & INTERACTIVE RACTIVE WATE R o FEATURE CONSTRUCTION PLANS CLUBHOUSE ATLANTIC BEACH COUNTRY CLUB m SHEET TITLE 10 LIFE SAFETY PLAN SI`-IOWE -—� - -- �,� `� POOL BATHROOMS ` N DESIGNED BY �. _.- =111 l SEQUIPMENT TF \1 PRO 0 W WTS N DRAWN BY LLMAC ¢ CHECKED BY O W WTS Z SELF CLOSING & LATCHING 4 of W Project GATE (SEE HARDSCAPE PLANS w Sheet FOR MORE INFORMATION) \ 0 13046 Date TENNIS PATIOCo� QDEC . 2013 6 e l _-- ---- -- --= U z FF Scale FI ``, \',_ % o AS NOTED r s ' ., I DESIGN CRITERIA Cl STANDARD >�° ' ' •°9 /a�9 HOOK (TYP) `��``�.•''�,AG F' ,• ( �`��- THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE. ; REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST a� 41215 PUBLICATION. -° SUPERIMPOSED LIVE LOADS: •; �4 " ,� SLAB OR WALL REINF • Ki li ° t a WATER: . 62.4 pcf .. r SEE PLAN OR SCHED o. �-'T T E ®w 12 i4. /XIf P ® nr 1-#4 ..T.'=8" OR UNDER W ltl- ADD AT EACH SIDE OF OPNG. LI®�JJ,ys �712- CONCRETE " 4`. ` 2-#4 "T" OVER 8" 1/2 OF SLAB OR WALL REINF REGISTER�DIEUGINE R INTERRUPTED BY OPENING ' .. , ALL CONCRETE PROPORTIONING, MIXING, TRANSPORTATION, PLACING, AND CURING SHALL CONFORM TO ACI 301. . ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED TO MEET THE CIRCULAR OR RECTANGULAR — REQUIREMENTS OF ACI 318 AND THE PROJECT'S DESIGN BUILDING CODE. OPNG THRU WALL OR SLAB. 2' CLR a A $ 4 SLAB OR WALL REINF USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS PROHIBITED. 'dJ . �3 •� - � UNITED POOL &SPA ASSOCIATION INTERRUPTED BY OPNG CONCRETE SHALL CONFORM TO THE FOLLOWING: . " O F'c @ 28 DAYS TYPE AGGREGATE LOCATION W/C RATIO (MAX) ' 4,000psi NORMAL WEIGHT ALL 0.45 ;' ., 4 NOTES: ` 1)"T" = WALL OR SLAB THICKNESS THE AIR CONTENT IN ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN 4% & 6%• �. i 2) PROVIDE ADD'L BARS (NOT SHOWN) WHICH EQUAL THE AREA OF INTERRUPTED WALL & SLAB REINFORCING. Florida Swimming Pool Association CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS NOTED BELOW, OR PER LATEST ACI 3) PLACE IN APPROX EQUAL AREAS EACH SIDE OF OPNG & 318 FOR CONDITIONS OTHER THAN THOSE LISTED: PARALLEL TO THE CONT REINF ALONG THE PERIMETER OF THE OPNG. CONCRETE CAST AGAINST EARTH......................................... . .3" 4) BUNDLE BARS @RESTRICTED AREAS. . ............ SLABS ON GRADE..................................................................2" FROM TOP FORMED CONCRETE EXPOSED TO EARTH OR WEATHER...............2" SLABS & WALLS NOT EXPOSED TO EARTH OR WEATHER.............1" CHAMFER ALL EXPOSED CORNER 3/" MINIMUM. ALL HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BE ACI STANDARD HOOKS, UNO. 1 TYP WALL CORNER DETAIL 2 TYP REINF CONCRETE OPENINGS REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNO. M5.0 N.T.S. M5.0 N.T.S. PA ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. LAP TWO SQUARES AT SPLICES. MEMBER PROVIDE 2-#3 BARS x DO NOT WELD REINFORCING STEEL UNLESS APPROVED IN WRITING BY THE STRUCTURAL 3'-0" LENGTH AT EACH PAVER SEE PLAN CONT. TILE COPING T/WALL EL./ ENGINEER. CORNER OF DRAIN DECK PER s ON TOP OF BEAM STATIC WATER EL. CONT. TILE COPING CENTERED IN SLAB CIVIL DWGS. �4 ON TOP OF BEAM TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. SLOT PER POOL DWGS. PER POOL DWGS. s PER POOL DWGS. THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAINTAIN THE REQUIRED REINFORCING NWL SLOT T/WALL EL./ POSITION. "WET STICKING" DOWELS INTO CONCRETE IS NOT PERMITTED. T _ PAVER SEE PLAN STATIC WATER EL. MANUFACTURED DRAIN <,>:.r ` :.b-y%ti` — DECK PER HANDRAIL PER POOL DWGS. REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE DRAWINGS EXCEPT THAT ASSEMBLY PER MECH. CIVIL DWGS PER SP2.1 REINFORCING NOTED AS CONTINUOUS MAY BE LAP SPLICED 40 BAR DIAMETERS. LAP SPLICES MAIN DRAIN #4 @ 12" VERT. N"I�PA OF CONTINUOUS REINFORCING IN BEAMS AND TWO-WAY SLABS SHALL BE MADE OVER THE GRATE NOTCH SLAB PER DRAIN WHERE H < 5'-0", SUPPORT FOR BOTTOM BARS AND AT MID-SPAN FOR TOP BARS. MAIN DRAIN PLAN VIEW °SUPPLIER'S PRINTED #4 @ 6" VERT. .,---.-. WHERE H < 6'-4" `` 4 -#4 CONT. W/ INSTRUCTIONS FOR — -��'��' '`• • •• THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE GRATING INSTALLATION N #3 TIES @ 18" POOL SHELL o O.C. IN THE BEAM STAIR NOSING PER ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT REINF. PER PLAN N . IN POOL DWGS. (TYP.) PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS. #4 @ 12" d 9 . THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 1% OF TOTAL REINFORCING STEEL FOR LA 40 BAR DIAM. j (TYP.) a - W THE PROJECT TO BE FABRICATED AND PLACED DURING CONSTRUCTION AT THE DIRECTION OF - 1 . p ZD THE STRUCTURAL ENGINEER, IN ADDITION TO THE REINFORCING STEEL REQUIRED BY THE .a 3 -#4 CONT. W/#4I I . #4 CONT. @ o STRUCTURAL DRAWINGS. THE OWNER SHALL RECEIVE CREDIT FOR ANY UNUSED QUANTITY AT _ VERT. @ 12" O.C. ' ' NOSING (TYP.) n THE END OF THE PROJECT. '� : U 4 � q T/S LAB EL. FOUNDATIONS _ ' f' 3-#4 CONT. W/#4 RADIUS PER • VARIES W VERT. @ 12" O.C. POOL DWGS. 4 „Ha. a n . •A . v �r, cn A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT SHALL INSPECT AND ..- " ASSURE THE ADEQUACY OF ALL SUBGRADES, FILLS, AND BACKFILLS BEFORE PLACEMENT OF T/SLAB EL. EW (TYP.) W FOUNDATIONS, FOOTINGS, SLABS, ETC. WRITTEN ACCEPTANCE OF THE WORK INSPECTED SHALL - _Z VARIES ,. Y 00 BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER. $ $'` g a ALL FOUNDATION AND SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE PROJECT'S SEE DRAIN PIPE z -- 2-#4 CONT. MECH, 8" PER MECH. W z Z SEE 4/SP7.0 FOR GEOTECHNICAL REPORT. DRAWINGS U) a No. Revision/Issue Date INFORMATION NOT SHOWN SUPPLEMENTARY NOTES THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY,AND SAFETY OF 4 TYPICAL WALL SECTION #4 ( 12" O.C. 5 TYPICAL STEP SECTION 3 TYP. MAIN DRAIN SECTION 3'-0" (MIN.) EW (TYP.) X ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL ELEMENTS ARE SP3.0 SCALE: N.T.S. SP3.0 N. T. S. SP3.0 T. S. NOT CONSIDERED STABLE UNTIL THE STRUCTURE IS COMPLETE. W REVIEW OF THE SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF THE (PAVERS PER HARDSCAPEco N PROJECT,AND SHALL NOT INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAILED PLANS (OR TOP OF SLAB IF Certificate of Authority No. 28177 QUANTITIES, NOR REVIEW OF THE CONTRACTOR'S SAFETY MEASURES ON OF OFF THE WORKSITE PAVERS NOT PROPOSED) T/SLAB Q 4337 PABLO OAKS CT., SUITE #101 OR THE MEANS AND METHODS OF DOING ANY WORK. POOL FLOOR REINF. Z JACKSONVILLE, FL 32224 0 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ARCHITECTURAL AND SLOPE PER PLAN POOL DECK MATERIAL PH 904-223-9773 FX 866-832-9236 If STRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO THE COMMENCEMENT OF FLOG INLET SEEMECH. PLAN PER HARDSCAPE PLANS a- www.wetengineering.net CONSTRUCTION AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS. PER M CH. 6„ a ? Project Name and Address ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND d NO -SHRINK GROUT a °a • e G °V e d , A • ° POOL & INTERACTIVE WATER PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING POOL SHELL POOL oC BAR SIZE& SPACING TO o 1 C FEATURE CONSTRUCTION PLANS WITH STRUCTURAL WORK AFFECTED. REINF. PER PLAN FINISH Q a MATCH SHELL REINF. (TYP.) E_ o ATLANTIC BEACH COUNTRY CLUB EMBEDMENT FOR EXPANSION BOLTS SHALL BE 4" MINIMUM FOR 3/" O BOLTS IN CONCRETE OR a J GROUTED MASONRY. EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3 OR EQUAL. :.'•:. .. . . ,. , ... • • . T/SLAB EL. POOL = W 2-#4 CONT W/#4 SHEET TITLE e w m EPDXY GROUT SHALL BE HY150 CARTRIDGE SYSTEM BY HILTI: (HILTI RE500, IF HOLE IS CORED VARIES LIGHT V o d 24"TRANSVERSE 1 -0 o STRUCTURAL DETAILS INSTEAD OF DRILLED) OR APPROVED EQUAL, UNO. EMBEDMENT SHALL BE 12 BAR DIAMETER • • • • • PER 00 j 8 TYPICAL THICKENED EDGE SECTION MINIMUM, UNO. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS PRINTED • MECH. U 0 w 01f5" MIN. SP3.0 SCALE: N.T.S. INSTRUCTIONS. - Z z AROUND 2 � — Q LIGHT J TRENCH GRATE X ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE J • �° Q PER MECH. ZERO ENTRY BEACH FINISH N DESIGNED BY SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. MATCH SHELL a WTS REINF. TYP. w ADD 2 VERT. • PER HARDSCAPE PLANS = ( ) BARS BEHIND � NOTCH SLAB LAP 40 C, GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO a z w a PER GRATE MFR. BAR DIAM. SLOPE PER N DRAWN BY ARCH ITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP SEE LIGHT(MIN.) g POOL DWGS. MAC Z �i J DRAWING STAMP OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT 6" MECH. s" • a CHECKED BY REVIEW. LU WTS THE PROJECT'S STRUCTURAL DRAWINGS AND ELECTRONIC FILES ARE THE PROPERTY OF LOWE Z STRUCTURES, INC. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPENSATE LOWE POOL SHELL - z_ w Project Sheet STRUCTURES, INC. FOR THE USE OF THE PROJECT'S CAD FILES FOR ANY PURPOSE INCLUDING REINF. PER PLANS LU SHOP DRAWING PREPARATION. o 13046 MATCH SHELL SEE < Date THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON ARCHITECTURAL AND REINF. (TYP.) 8" MECH. 8" DRAIN PIPE PER DEC. 2013 S P 7 • STRUCTURAL PLANS AND DETAILS WILL CONTROL. POOL DWGS. L<� � I WATERSTOPS,EXCEPT AS NOTED, SHALL BE "SWELLING JOINT PASTE" BY DUROSEAL Ox s POOL FLOOR INLET DETAIL 7 LIGHT NICHE DETAIL s TYPICAL ZERO ENTRY SECTION Scale EQUAL. SP3.0 SCACE N.T.S. SP3.0 SCALE: N.`f.S. SP3.0 N. T. S. o AS NOTED JUNCTION BOX (IF USED) LADDER, HAND RAIL, TRANSFORMER j/ I I f ' / �•" y ` 'k '` -_ ... _. 1 _ _- _ - 58fii A5iiit93t)3lf/)l! DIVING BOARD, ETC... POOL LIGHT / I / i I f I ' / I �. 'l. -- --j iF \ - �✓ / aa._aa�a i m n HEATER , CASE 120 V CIRCUIT / / / \ '/ TO SUBPANEL IN , \. , a'� m� -; POOL CONTROL I .._., I --,, ti ~`, EQUIP. VAULT / / / `: '� "�.. \� .4\ `.... —_ \ �r . .; - G 41' 15 METAL CONDUITS REINFORCING G h PANEL OR PIPING SYSTEM STEEL �� o �� / / / '`. `` �`` f / NORTH -< Tc. = SCALE: MIMI fi / t f , 8 24' �j ��itTte a€J:E. =I / `< i'F" � 4 16' ',n,, IGEN�E"#a "h2'T5 REGISS*TERE <=NGINEER PUMP MOTOR '= / - •~'-..` ..� / / / / // `�-- -_ PO TYPICAL BONDING 2V LED UNDERWATER SCHEMATIC LIGHT (TYP. OF 8) \ ;� ,5` - _ N.T.S. _ - e ; PPFI 5 , Ell \ ,4 UNITED POOL &SPA ASSOCIATION --- -' (' i \ \y : E ` -------"- ,f to '- �.. w•». ", '. e .__......_......._.........._.....—....._...----------------._........... \ `. E _ __.__..... -- ------------------- ...... _..... 3- I N ren ` �.._� ��"' �`;•-. � a-, INS DE WALL` '' Florida Swimming Pool Association E J/_I \• �- _- ,--1— / � 120 V C I R C U I T � � e - ':� � ''' '•� TO SUBPANEL IN 1 120 V CIRCUIT EQUIP. VAULT `,J TO SUBPANEL IN' EQUIP. VAULT VAULT Z/ �. PA ........... / �.� A.....—.... ...._..._ I_ T1AA / / lam/ MEMBER i ,. 5 120 V CIRCUIT < ' v. ..... .. - 120 V CIRCUIT WER TO SUBPANEL IN / 3-- M�j 1. FROM r EQUIP. VAULT : , � < TO SUBPANEL IN INSI I WALL \4`' .. EQUIP. VAULT /f/ `� O S., ..vim a \ \ S-0" MIN. FROM ' INSIDE WALL X� --/ - / BONDING GRID (TYP.) / / / / REFER TO NOTE #7 NOTES: BONDING CONDUCTOR (TYP.) `DEFER TO NOTE #8 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. /y�_ e 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. \ . ' / / No. Revision/Issue Date CONNECTION SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. j �.-' GROUND STEEL COLUMNS (I.E. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF ` �, 11� I ( REINFORCING BARS ARE ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, CONTACT ENGINEER ` i ' ROOM Oak �. X BEFORE PROCEEDING. , h �,, w 3. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN �` `, %" / / N / 11 5' HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY \- " `, NOTE: U) 11 ' / Certificate of Authority No. 28177 POOL EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' �`" �•. `: \ '` " 4337 PABLO OAKS CT., SUITE #101 ___;*' ' TRANSFORMER AND RECEPTACLE LOCATIONS ARE FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI -----� �' `'+ A' "`�� °��, - � w' � /" / / / / o JACKSONVILLE, FL 32224 ~ �" — `� / SHOWN FOR REFERENCE ONLY. CONTRACTOR T PROTECTION. ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED. MOUNTING -- - + '"„ � � "' ',.� �� / �, 0 / ' 1 PH 904-223-9773 FX 866-832-9236 HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12 ABOVE � � � --"--_,�_ .,, \, / / REVIEW HARDSCAPE P 121 z MAXIMUM WATER LEVEL. E f / / PLANS FOR EXACT LOCATIONS. z www.wetengineering.net ELECTRICAL PLAN W TO GROUND FAULT CIRCUIT LU 4. COORDINATE LENGTH OF LIGHT CORDS WITH DISTANCE TO TRANSFORMER AND/OR POWER SUPPLY. CORD INTERRUPTER THEN TO POWER W Project Name and Address LENGTH MAY REQUIRE ADJUSTMENT OF VOLTAGE AT STEP-DOWN TRANSFORMER TO AVOID EXCESSIVE 4 -0 MIN. J POOL & INTERACTIVE WATER VOLTAGE DROP. IF SO, PROVIDE TAPS FOR TRANSFORMER AS REQUIRED. SOURCE WITH TRANSFORMER JUNCTION BOX o FEATURE CONSTRUCTION PLANS z 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL EQUIPMENT, IF ---SINCOMING POWER SUPPLY RIGID, IMC OR NON METALLICA ATLANTIC BEACH COUNTRY CLUB , APPLICABLE. SERVICE PANE CONDUIT = Z = C UJ m SHEET TITLE C O 6. ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 120-VOLT 15- OR 20-AMPERE RECEPTACLE POOL LIGHT 0 BRASS OR NON METALLIC POOL BONDING GROUNDING ON A GENERAL PURPOSE BRANCH CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT. FROM NEUTRAL BAR NWL o CONDUIT OR APPROVED _ #4/0 AWG BARE COPPER PLAN Ot D AND NOT MORE THAN 20 FT. FROM THE INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL BE LOCATED EQUIVALENT NOT MORE THAN 6 FT. 6 IN. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL (NOT TO GROUND GROUNDING CONDUCTOR. Q DETAILS APPLICABLE TO INDOOR POOLS WHERE COMPLIANT RECEPTACLES ARE AVAILABLE). Z BURY A MINIMUM OF 30" PUMP Z (762mm) BELOW GRADE.--- m MOTOR UNDERWATER LIGHTS SHALL BE UL LISTED AND ��-' N DESIGNED BY 7. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING SURFACES WITHIN GROUND BAR COMPLY WITH NEC AND SHALL FEATURE AN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER. THE NEUTRAL 00 EXOTHERMICALLY WTS BAR TRANSFORMER INJECTION MOLDED PVC SHELL. SHELL SHALL HAVE BONDING GRID MAY BE COMPOSED OF STEEL REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER A 1 NPT CONDUIT WITH OPENING PACKING GLAND. WELDED CONNECTION. �' FLEXIBLE CORD N DRAWN BY 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 co LL MAC JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER GROUNDING TERMINAL FACE RING FOR COMPRESSING OF 360° DOUBLE � �� Q CHECKED BY COVER. THE INSTALLATION MUST BE IN ACCORDANCE WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC) - CONDUCTOR 10 x 3/4 (3m x 19mm) ° I� WALL SYNTHETIC GASKET. LENS SHALL BE COPPER CLAD GROUND ROD WTS LATEST AND THE FLORIDA BUILDING CODE (FBC) - LATEST W/AMENDMENTS. H-N-G w PRISMATIC IN FUNCTION. ° #8 BOND TO #8 BOND TO w 8. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN NOTE #8,ABOVE:AN STRUCTURAL STEEL Er STRUCTURAL w Project sheet UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID COPPER WIRE BURIED TO GROUND BAR #8 BOND IN STEEL U_ �� A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE PVC CONDUIT SS LIGHT FIXTURE & 04 6 CON ROL PANEL NICHE W/ 12V LED LAMP ° WALL OF THE SWIMMING POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO Q Date COMPLIANCE WITH S.680.26(C) OF THE NEC (2011), NEPA 20,ADOPTED BY REFERENCE WITHIN FBC. #8 AWG PRESSURE GROUND W TYPICAL GROUNDING SCHEMATIC J DEC. 2013 SP81. 0 CONNECTOR TO CO N.T.S. COMMON �, 9. POOL LIGHTING SHALL BE CONTROLLED BY TIMER, INTERMATIC T100 SERIES OR EQUIVALENT. BONDING WITH REINFORCING 9N. TYPICAL POOL LIGHT DETAIL B TYPICAL z scale CAL GROUND ROD DETAIL q� NOTED STEEL OR PLUMBING �T. S. E1.0 NOT TO SCALE o I s - � I