Loading...
HomeMy WebLinkAboutBuilding PlansREMOVE EXIST. CONCRETE FOR NEW POOL & SPA PLUMBING LINE- REPLACE W/ CONCRETE AND TOP TO MATCH EXIST. FINISH (FIELD VERIFY LOCATION) SOLAR HEATER PANELS EXIST. WALKWAY EXIST. SPA HEATERS MIN. 48" HIGH FENCE PER CODE - VERIFY LOCATION IN FIELD' �J EXIST. SPA EQUIPMENT PACK W/ NEW SAND FILTER EXIST. SPA EQUIPMENT PACK W/ NEW SAND FILTER PROVIDE HOSE BIBB W/ VACUUM BREAKER IN EQUIPMENT AREA - FIELD VERIFY LOCATION EXIST. SAFETY EQUIPMENT LOCATED ON FENCE EXIST FENCE -MIN 48" NIGH PER CODE - VEkIFY LOCATION IN FIELD M1 EXIST: CONCRETE --- DECK TO REMAIN es L \ \ r EXIST. POOL \\; \. 1,491. SF r � r \ , r 36" WIDE GATE W/ NEW SPA ' 1I\ SELF —CLOSING, COLLECTOR NEW ROLL —OUT SELF —LATCHING DEVICE GUTTER SYSTEM 'µ TANK W/ LOCK SEE POOL DECK NOTE PROVIDE SWALE ! IN DECK BETWEEN ' r — • — POOL &SPA ol EQUIPOTENTIAL BONDING WIRE LOCATION LINE EX. LIEN X H.C. LIFT SLEEVE N�7 TO ON —SITE - DRAINAGE SYSTEM I - WATER CLOSET 1 - WATER CLOSET EXIST. DECK H.C. LIFT 1-LAVATORY I -LAVATORY SHOWER AND HOSE �,�^: SLEEVE 1- URINAL BIBB W/ VACUUM BREAKER SPA RULE SIGN TO BE rS. EXISi SPA E1 VISIBLE FROM SPA DECK- 50 SF ` VERIFY LOCATION IN FrWD BUILDING BY OTHERS POOL RULE SIG>oeo'BE VISIBLE FROMPOOL DECK - !'NO STEP" MARKING SHALL BE 4 INCHES HIGH, VERIFY LOCATION IN FIELD ONTRASTING COLOR LETTERS. INDICATORS SHALL BE PERMANENT INLAID TILE. EXIST, EXIST, RE STRO"OM NOTE PORCH 1. VERIFY EXIST. FLOOR DRAINS IN EACH EXIST. TIME CLOCK, 15 MINUTE TIMER RESTROOM TO PROMOTE POSITIVE DRAINAGE. AND AN EMER ENCY SHUT—OFF SWITCH 2. VERIFY HOSE BIBB W/ VACUUM BREAKER VISIBLE FRO SPA — MIN. 80 DECIBEL._. INSIDE EACH RESTROOM OR OUTSIDE WITHIN ALARM TO SO ND WHEN SWITCH HAS 25' OF EACH. BEEN USED. (1 MINUTE MAX.) FIELD VERIFY EXACT LOCATION POOL DECK NOTES: (EXIST. RESTROOMS - FIELD VERIFY) 1. DECK SHALL BE SMOOTH, SLIP -RESISTANT, IMPERVIOUS AND MUST SLOPE AWAY FROM POOL AT 2 PERCENT MINIMUM - 4 PERCENT MAXIMUM. (2 1/2" MIN. - 4 1/2 "MAX. ST N TE e IN 10 FEET) TEXTURED DECK FINISHES THAT PROVIDE — PITTING AND CREVICES OF MORE THAN 3/16" (4.8 MM) (EXIST. RESTROOMS — FIELD VERIFY) DEEP THAT ACCUMULATE SOIL ARE PROHIBITED. I 2. ALL PUBLIC POOLS SHALL BE SURROUNDED BY A 1. FLOORS MUST BE SMOOTH, IMPERVIOUS, SLIP MINIMUM 48 INCH HIGH FENCE. ACCESS THROUGH THE RESISTANT AND SLOPE TO FLOOR DRAIN, IF CERAMIC BARRIER OTHER THAN FROM DOORED EXITS OF TILE IS USED, IT MUST BE NON- LAZED. ( FOOT BATHES ADJACENT BUILDINGS) SHALL BE THROUGH ARE PROHIBITED SELF —CLOSING, SELF—LATCHING/LOCKING ACCESS GATES 2• RESTROOMS MUST BE LABELED TO DEPICT EACH SEX. OF 48 INCH MINIMAL HEIGHT. 3. SANITARY SUPPLIES SUCH AS TOILET PAPER, PAPER 3. THE ACCESS GATE SHALL BE SELF -CLOSING, TOWELS, BLOW DRYER, SOAP AND WASTE PAPER SELF—LATCHING/LOCKING(MAGNA STYLE LATCH)DEVICE BASKET, ASSOCIATED WITH SANITARY FACILITIES, LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE SHALL BE PROVIDED. DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES 4. INTERSECTIONS BETWEEN FLOOR AND WALLS MUST BE FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE COVED MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE 5. A HOSE BIBB WITH VACUUM BREAKER SHALL BE GATE AND SO PLACED THAT IT CAN NOT BE REACHED BY PROVIDED IN OR WITHIN 25'OF EACH RESTROOM. A YOUNG CHILD OVER THE TOP OR THROUGH ANY 6. PROVIDE DIAPER CHANGING TABLES IN RESTROOMS IF OPENING OR GAP FROM THE OUTSIDE. THE POOL CATERS FAMILIES TH CHILDREN. 4. GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL 7. WALKWAYS BETWEEN POOL D RESTROOMS SHALL MUST OPEN OUTWARD AWAY FROM THE POOL. THE BE CONSTRUCTED OF CONCRE E OR OTHER GATES AND BARRIER SHALL HAVE NO OPENING GREATER NON -ABSORBENT MATERIALS HAVING A SMOOTH, THAN 1/2 INCHES WITHIN 18 INCHES OF THE RELEASE SLIP —RESISTANT FINISH FOR Tf E FIRST 15 FEET OF MECHANISM. WALKWAY MEASURED FROMI HE NEAREST POOL 5. THE VERTICAL CLEARANCE ABOVE THE POOL DECK AND WATER'S EDGE. POOL WATER SURFACE SHALL BE A MINIMUM OF 7 FEET. 8. THERE ARE NO DRESSING ROOMS PROVIDED. CODES. PUBLIC SWIMMIr THE FLORIDA BUI' (PUBLIC POOL SE( THE FLORIDA BUI THE FLORIDA BUI EXIST. CONCRETE POOL DECK REMOVE 36" WIDE BAND AROUND POOL NEW SAND SET PAVERS IN AREA WHERE CONCRETE WAS REMOVED EXIST. SAFETY EQUIPMENT LOCATED ON FENCE PROVIDE PORTABLE HANDI—CAP LIFT (HYDRALIC OR EQUAL) - SEE MFGR. SPEC'S FOR ADDITIONAL INSTALLATION INFORMATION — FIELD VERIFY � LOCATION (TYP. POOL AND SPAADDITiO) ,AL N • (EXIST. RESTROOMS — FIELD VERIFY) 1. WHEN POOL IS CLOSED, A POOL CLOSED SIGN MUST BE CONSPICUOUSLY PLACED NEAR THE ENTRANCE OF EACH BATHING UNIT. THIS SIGN SHALL BE PLACED EACH DAY, NO LATER THAN ONE HALF HOUR BEFORE SUNSET AND SHALL NOT BE REMOVED EARLIER THAN ONE HALF HOUR AFTER SUNRISE. THE LETTERING MUST BE A MINIMUM OF'4 INCHES HIGH WITH CONTRASTING BACKGROUND COLOR OF THE SIGN, STATING: POOL CLOSED ._ 2. THESE PLANS PROVIDE FOR SWIMMING POOL USE DURING DAYLIGHT HOURS ONLY, FOR NIGHTTIME USE, PLANS WITH CALCULATIONS AND/OR CERTIFIEDBY A REGISTERED ENGINEER MUST BE PROVIDED TO THE HEALTH DEPARTMENT VERIFING COMPLIANCE WITH CHAPTER 64E-9 OF THE FLORIDA ADMINISTRATIVE CODE. 3. OWNER, GENERAL CONTRACTOR AND POOL CONTRACTOR TO VERIFY ALL POOL DIMENSIONS, POOL LOCATION AND POOL SETBACKS PRIOR TO CONSTRUCTION. NOTIFY THIS OFFICE IMMEDIATELY IF CHANGES OCCUR. 4. LANDSCAPE IRRIGATION WATER THAT WETS THE DECK AREA OF THE POOL, THE POOL ITSELF, ENTERS THE COLLECTOR TANK, OR WETS THE INTERACTIVE WATER FEATURE MUST BE POTABLE WATER FROM A PUBLIC WATER SYSTEM, OR SHALL MEET THE BACTERIOLOGICAL QUALITY OF POTABLE WATER AS EVIDENCED BY ANNUAL LABORATORY ANALYSIS SUBMITTED TO THE DEPARTMENT. RECLAIMED WATER MAY NOT BE USED IN THESE AREAS. IF RECLAIMED WATER IS USED IN THE VICINITY OF THE POOL (INSIDE OF THE POOL FENCE OR WITHIN 100' OF THE POOL'S WATER EDGE) IT MUST EMPLOY DRIP IRRIGATION OR SOAKER HOSES. SIGNS SHALL BE POSTED NOTIFYING POOL PATRONS THE RECLAIMED WATER IS IN USE, AND IS NOT TO BE CONSUMED. POOL PLAN IS DESIGNED TO MEET iING CODE SIXTH EDITION (2017) BUILDING. [ON) iING CODE SIXTH EDITION (2017) — PLUMBING ,ING CODE SIXTH EDITION (2017) CHAPTER 27 WATERLINE N OTE ROLL -OUT GUTTER BULL -NOSE ALL OTHER EXISTING POOL PLUMBING LINES BRICK corlNG (MAIN DRAIN, STATIC, VACUUM, RETURN) 9'� 5 F 6 IN TO REMAIN. ONLY GUTTER LINE TO BE REPLACED 5 6 N BULL -NOSE WATERLINE BRICK 24" MAX. COPING 41 — - TOP VIEW FRONT VIEW- '-- +X\ IN DEPTH MARKING DETAIL ` ," 9 S — — — — — — — - - — — — — — — — (17) NEW 2" GUTTER DOWN PIPES (EXIST. „ ` -- \ PIPE TO BE REMOVED) 10' MAXIMUM SCALE: srs - I -o — DISTANCE BETWEEN EACH DRAIN - FIELD n VERIFY LOCATIONS - NEW GUTTER LINE TO i 1 \ BE SLOPED TO EXIST. COLLECTOR TANK i 6 EXIST. LADDER . TO REMAIN - FIELD VERIFY LADDER HAS CROSS BRACING EXIST. POOL /J 1,491 SF 150 LF / 49,952 GALLONS , / 251 GPM DESIGN FLOW RATE 2 x w REPLACE EXIST. POOL MAIN EXIST. 6" GUTTER LINE -GRAVITY I _ DRAINAQUACOVER W/ WAV1E 2-12 \\ ql A ANTI-ENTRAP 6I� FSCOO NT COVER / TAMPER PRO SCREWS R TE: \ NEW GUTTER LINE TO SIT ON �1 APPROVED EQUAL - IF NEEDED REMOVE EXIST. POOL FINISH, WATERLINE \\ COMPACTED FILL WHICH TILE, RECESSED GUTTER, GUTTER TILE \ HAS BEEN SLOPED AT 1/4" AND COPING = SEE DETAIL FOR NEW \ TO MATERIALS SHEET 2 COLLEPER FOT OR TANK FILTER OR NEW 6" WALL W/ 1 3 \ ROLL -OUT O EXIST. 12 VOLT k T 6" �\ GUTTER - SEE 300 WATT LIGHTS EXIST. STEPS & HANDRAIL - i I �\ DETAIL SHEET TO REMAIN INSTALL NEW 2"X 6" DARK I \ 3 OF 5 CONTRASTING, SLIP -RESISTANT CAP TILE ON RISER EDGE 2"x 4" DRAIN N DECK (ADJUST EXIST. STEP RISER 1 1 FOR VENTING OF , _ -- - HEIGHTS TO BE EQUAL - I GUTTER LINE - SLOPE 10" MAX. RISER HEIGHT) 5 6 N SEE GUTTER LINE DETAIL SHEET 2 / 2' 1/4" PER FOOT IN EACH DIRECTION TO k+ 4' 4' +� � EXIST. 3'-3" DEPTH AT END qS� // COLLECTOR TANK \ OF STEPS FIELD VERIFY REPLACE EXIST. MARKINGS W/ NEW 4 INCH HIGH DEPTH MARKERS OF CONTRASTING COLOR AT OR ABOVE WATER LINE AND ON DECKNO 6 DIVING WITHIN 2 FEET OF WATER'S EDGE. "FEET" AND "INCHES" TO BE ABBREVIATED IN 4 INCH HIGH CONTRASTING COLOR LETTERS. 25 FOOT MAX. DISTANCE BETWEEN MARKINGS. ALL MARKINGS ON HORIZONTAL SURFACES TO BE SLIP -RESISTANT AND MUST BE WITHIN INTERNATIONAL, NO DIVING SYM13M PLUS OR MINUS 3 INCHES OF THE ACTUAL POOL DEPTH. "NO DIVING" - - - MARKINGS SHALL BE ON DECK ONLY AND BE 4 INCHES HIGH INTERNATIONAL NO DIVING TILES SHALL HAVE WORDS CONTRASTING COLOR LETTERS OR A 6 INCH TILE WITH A 4 INCH OR LARC ER D INTERNATIONAL "NO DIVING" SYMBOL MY BE "NO DIVING" BENEATH SYMBOL AND RED CIRCLE WITH SLASH SUBSTITURETED. ALL DEPTH MARKING AND "NO DIVI G"�NDICATORS SHAL L BE PERMANENT INLAID TILE. WHEN OPEN TYPE GUTTER DESIGNS ARE UTILIZED, DEPTH MARKINGS SHALL BE LOCATED ON THE BAC OF THE GUTTER WALL.(FIELD VERIFY LOCATIONS AND ACTUAL EXIS SING DEPTHS AT EACH MARKING PRIOR TO PLACEMENT OF NEW MARKINf:I EXIST. POOL - SCOPE OF WOR K. 1. EXISTING POOL VACUUM DE FILTER AND SEPARATION TANK TO BE REMOVED FROM EQUIPMENT PACK. REMOVE DE GRIDS FROM FILTER TANK - TANK TO REMAIN AS COLLECTOR TANK. 2. INSTALL NEW PENTAIR TRITON HIGH RATE SAND FILTER PER PLAN. 3. INSTALL NEW 4" FLOW METER PER PLAN. 4. INSTALL NEW 2" PRESSURE GAUGES PER PLAN. 5. EXISTING POOL RULE SIGN TO BE REPLACED W/ UP -DATED VERSION - SEE RULE SIGN NOTE. 6. INSTALL NEW POOL WATERLINE TILE, GUTTER TILE, STEP EDGE TILE, POOL FINISH AND DEPTH MARKERS PER PLAN. 7. REMOVE EXISTING RECESSED GUTTER LIP AND GUTTER PLUMBING. INSTALL NEW ROLL -OUT STYLE GUTTER AND 6" WALL, 2" DOWN PIPES AND TRUNK LINE TO EXISTING COLLECTOR TANK PER PLAN. 8. REMOVE EXIST. CONCRETE DECK 36" WIDE AROUND POOL FOR NEW PLUMBING. REPLACE W/ PAVERS SET IN SAND. 9. ADJUST EXIST. POOL STEP RISERS PER PLAN -10" MAX. RISERS. xi LTNLojdLjcafion Plan SCALE: 1/4" = I'A" CiLC %Aje i GENERAL NOTES: EXIST, POOL SPECIFICATIONS.m L EQUIPMENT ROOM MUST BE LIGHTED TO PROVIDE A MINIMUM OF 30 FT.' APPLY SLIP -RESISTANT, - CANDLES OF ILLUMINATION AT FLOOR LEVEL. DECK TOPPING TO QTY. ITEM DESCRIPTION 2. EQUIPMENT ROOM SHALL HAVE A MINIMUM OF 7 FEET OF HEAD TOP OF BEAM NEW 36" WIDE SAND SET PAVER DECK CLEARANCE. 2"X 6" DARK CONTRASTING, o o (2 IMIN: 4 /o MAX. SLOPE) EX. 2 PUMP ` 5 HP PENTAIR WHISPERFLO XF VS 3. ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION SLIP -RESISTANT CAP TILE FINISH MUST BE SLIP -RESISTANT ( SELF -PRIMING) (VARIABLESPEED) MUST CONFORM TO THE 2014 N.E.C. AND APPLICABLE LOCAL CODES. 126 GPM @ 60 TDH w/ APPROVED 6" HAIR & 4. OVERHEAD SERVICE WIRING SHALL NOT PASS WITHIN AN AREA GLAZED TILE (VERTICAL) 1211 EXIST. CONCRETE POOL LINT STRAINER EACH EXTENDING ADISTANCE OF 10' HORIZONTALLY AWAY FROM THE grr DECK (2% MIN.: 4% MAX. SLOPE) (THROTTLE PUMPS TO 252 GPM TOTAL) INSIDE EDGE OF THE POOLS WALLS, DIVING STRUCTURES,OBSERVATION RCITE OR SLIP FINISH MUST BE SLIP -RESISTANT STANDS, TOWERS OR PLATFORMS. -RESISTANT NEW 2 FILTER PENTAIR TRITON TR-140C 5. .ALL VALVES TO BE TAGGED AND INSTRUCTIONS .POSTED IN THE TTFINISH TILE ' sI,oPE (HIGH -RATE SAND) 141°GPM @ 20 GPM FILTER RATE EACH EQUIPMENT ROOM. WATER LINE 411 (282 GPM @ 20 GPM FILTER RATE TOTAL) 6. PROVIDE TEST KIT CAPABLE OF TESTING FOR FREE ACTIVE HALOGENS, 2"SQUAREFEET FILTER AREA EACH TOTAL OR COMBINED AVAILABLE CHLORINE TOTAL ALKALINITY ' 2"X 6 ' DARK CONTRASTING, 3" �_�!- (14.12 SQUARE FEET FILTER AREA TOTAL) CALCIUM AND PH. SLIP- SISTANT CAP TILE -OPT. { = --- - BACKFILL THOROUGHLY � NEW 17 GUTTER DRAIN 2" X 4" CYCOLAC 7. FIRST AID KIT TO BE PROVIDED. GLAZED TILE UNDER CAP TILE COMPACT TO 95% MAX. DRY 8. PROVIDE VACUUM BREAKERS AT ALL HOSE BIBBS IN POOL EQUIPMENT IIImm DENSITY EX. MAIN DRAIN 12"X 12" FIBERGLASS MAIN DRAIN AREA. SUMP 9. PROVIDE OUTDOOR SHOWER AND HOSE BIBB W/ VACUUM BREAKER CLEAN POOL &'ETCH TOP OF EXIST. BEAM PRIOR TO PLACEMENT # 3 DIA. REBAR @ 12" O.C.E.W. J NEW ANTI -ENTRAPMENT ASME/ANSI A112.19.8 - 2007 APPROVED WITHIN POOL AREA. OF 300 PSI GUNITE CLEAN AND ETCH EXIST. POOL WALLS COVER ANTI -ENTRAPMENT COVER w/ TAMPER PRIOR TO PLACEMENT OF 4000 PSI PROOF SCREWS OR APPROVED EQUAL EXIST. POOL WALL GUNITE EX. TEST KIT TAYLOR 2005 EX. FLOW METER 4" BLUE WHITE #CF30400P G NOTES: 1/4" - WALLS /8"' THICK FINISH ON & FLOOR`- MUST BE # 3 DIA. REBAR DOWELED 3" INTO 125 - 500 GPM RANGE WHITE OR LIGHT IN COLOR & EXIST. POOL BEAM @ 1211O.C. -TOP & NEW 2 PRESSURE GAUGE 0" - 60", 2" FACE MIN. SLIP- SISTANT W/ A DRY BOTTOM OF EXIST. POOL WALL W/ EX. 1 CHEMICAL FEEDER STENNER 45M5 50 G.P.D. ' I. MAIN DRAIN, SKIMMERS AND HEATER BY-PASS LINES SHALL ALL HAVE LIGHTNESS LEVEL OF 80.0 OR SIMPSON "SET" EPDXY W/ 27 GALLON TANK 2. PROPORTIONING TYPE VALVES. ALL PLASTIC PIPING SHALL HAVE NSF-pw'SEAL OF APPROVAL. GREATER REFLECTANCE AND LUMINOUS VALUE OF 50 NOTE. EX. 1 PH FEEDER STENNER 45M2,10 G.P.D. 3. PLASTIC PIPING EXPOSED TO SUNLIGHT SHALL COATED WITH AN 0 d R W/ 15 GALLON TANK ULTRA -VIOLET INHIBITING MATERIAL. 4. WATER SUPPLY BY AN APPROVED POTABLE WATER SYSTEM OR MEETS THOSE REQUIREMENTS WITH BACTERIOLOGICAL/CHEMICAL REPORTS TO COUNTY HEALTH DEPARTMENT. 5. HEATER MATERIALS TO BE NON -TOXIC ABD ACCEPTABLE FOR USE WITH POTABLE WATER 6. FILTER SYSTEM MUST BE VALVED TO ALLOW FILTERING TO POOL AND FILTERING TO WASTE. 7. PROVIDE ELECTRICAL INTERLOCK BETWEEN PUMP AND CHEMICAL FEEDERS. 8. ALL CHEMICAL LINES MUST BE TRANSLUCENT. 9. CARTRIDGE FILTERS- ALL CARTRIDGES USED IN PUBLIC POOL FILTERS SHALL BE PERMANENTLY MARKED WITH THE MANUFACTURES NAME, PORE SIZE AND AREA IN SQUARE FEET OF FILTER MATERIAL. ALL CARTRIDGES WITH END CAPS SHALL HAVE THE PERMANENT MARKINGS ON ONE END CAP. 10. IF A HEATER IS PROVIDED, IT SHALL BE APPROVED BY A NATIONALLY RECOGNIZED ACCREDITING ORGANIZATION TO BE IN ACCORDANCE WITH THE APPROPRIATE A.N.S.I. STANDARDS, AND THE INSTALLATION AND MATERIALS SHALL COMPLY WITH SECTION 64E-9.007(14), F.A.0 11. IF GAS HEATER IS PROVIDED, POOL SHALL BE EQUIPPED WITH A VAPOR - RETARDANT COVER ON OR AT THE WATER SURFACE. POOL TO BE CLOSED WHEN COVER IN USE. ( SEE POOL CLOSED SIGN NOTE IN ADDITIONAL NOTES) 12. SOLUTION FEEDERS SHALL BE CAPABLE OF CONTINUOUSLY FEEDING A DOSAGE OF 6 MG/L TO THE MINIMUM REQUIRED TURNOVER FLOW RATE OF THE FILTRATION SYSTEM. 13. SOLUTION FEEDERS SHALL BE CAPABLE OF FEEDING THE ABOVE DOSAGE USING A TEN PERCENT SODIUM HYPOCHLORITE SOLUTION, OR 5 PERCENT CALCIUM HYPOCHLORITE SOLUTION, WHICHEVER DISINFECTANT IS TO BE UTILIZED AT THIS FACILITY. " POOL RULE SIGN NOTES: THE FOLLOWING RULES SHALL BE POSTED IN MINIMUM ONE INCH HIGH LETTERS AND SHALL BE LEGIBLE FROM THE POOL DECK AND SHALL CONTAIN THE FOLLOWING INFORMATION: kyRILCALILEn LIP OF GUTTER TO BE UNIFORMLY LEVEL WITH A NEW 2 SIGHT GLASS 1.5" MAXIMUM New ® l AND LOW ARTOLERANCE OF 1/4" BETWEEN HIGH NEW 2 MULTI -PORT SIDE VALVES, 2" Gutter t ] AS. BOTTOM OF GUTTER TO BE SCALE.- 3/8" = VIA" LEVEL OR SLOPE TO DRAINS. VALVE NOTE: EXIST. POOL COPING HYDRAULIC COMPUTATIONS: BACK OF GUTTER DRAIN TO BE WITHIN 3/4" OF TO BE REMOVED EXIST. CONCRETE 4" BACK VERTI�AL WALL OF GUTTER WALL WHERE 8" POOL DECK - HEAD LOSS TO MOST REMOTE FITTING 3.16 FT. GUTTER IS D EPEST AND FLUSH OR RECESSED NO MORE REMOVE EXIST. 2„ REMOVE 36" WIDE CALC. HEAD LOSS IN RETURN LINE TO PUMP 1.0 FT. THAN 3/8". GUTTER LIP BAND AROUND POOL HEAD LOSS ALLOWED FOR FILTERS 20.0 FT. 3 , TOTAL CALC. HEAD LOSS FOR FILTERING 24.16 FT. GUTTER GRATE -< 2" SCH 40 PIPE 4n WATER LINE 5rr MAXIMUM VELOCITY IN PIPING LAYOUT: WATER LINE 2" SCH 40 FLEX PIPE MAIN GUTTER 4'° 6" GRAVITY @ 251 G.P.M. = 2.82 FT./SEC. LINE 4" PRESSURE @ 251 G.P.M. = 6.42 FT./SEC. NOTE: LIP OF TO GUTTER T 1' _ 6 SUCTION @ 251 G.P.M. - 2.$2 FT./SEC. BE UNIFORMLY LEVEL GUTTER LINE TO SIT ON EXIST. WITH A MAXIMUM _ COMPACTED FILL WHICH POOL SHELL TOLERANCE OF 1/41, t HAS BEEN SLOPED AT 1/4" BETWEEN HIGH AND PER FOOT TO FILTER OR LOW AREAS. BOTTOM OF COLLECTOR TANK GUTTER TO, BE LEVEL OR SLOPE TO DRAINS. Gutter 'Flt�t SCALE: 3/8" = V-0°' �.�x Exist Gutter Section SCALE: 3/8" = P-0" r111, 0190 91, ffs POOL CAPACITY 48,000 GALLONS BATHING LOAD: 50 BATHERS DESIGN FLOW ' 251 G.P.M. FILTER RATE _ 20 G.P.M. MIN./FT2 FILTER CYCLE 3 HOURS 10' MINUTES 18" MIN: 24" MAX. (ENTIRE If YERIbIETER). BELOW a y 1 1 1' 2' 1' EXIST. STAINLESS W.L. SUB GRADE 1NG S� EDUUM 2 X 6 SLIP -RESISTANT STEEL HANDRAIL 1. POOL TO BE USED BY RESIDENCE OF COMMUNITY AND CAP TILE ENTIRE (28" MIN. - 40" MAX. 3 _ . MAIN DRAIN =SCHEDULE 40 P.V.C. THEIR GUEST ONLY. PERIMETER OF POOL ABOVE STEP & DECK ) (k I - #8 BARE COPPER WIRE SHIMMER =SCHEDULE 40 P.V.C. 2. NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK: BONDED TO POOL STEEL AS SHOWN GUTTER = SCHEDULE 40 P.V.C. #8 SOLID BARE COPPER RETURN =SCHEDULE 40 P.V.C. 3. NO GLASS OR ANIMALS IN THE FENCED POOL AREA OR 50 WATER LINE 28" - 40" BOND WIRE Wi APPR. NOTE: BONDING WIRE REQUIRED AT , STATIC = SCHEDULE 40 P.V.C. FEET FROM UNFENCED POOL. ! _ _ 38„ CLAMPS (ONE ON EACH SIDE OF POOL - 4 TOTAL) PERIMETER of root. VACUUM = SCHEDULE 40 P.V.C. 4. BATHING LOAD: 50 BATHERS. 5. - POOL HOURS FROM DAWN A.M. TO DUSK P.M. 33" EQUIPOTENTIAL BONDING DETAIL 7.8" 6. SHOWER BEFORE ENTERING POOL. 7.8" - PER FLORIDA BUILDING CODE ADAPTATION OF THE N.E.C. zola SEC. 680.zb 7. DO NOT SWALLOW THE POOL WATER. 3'-3" 7.8" EXIST. FOOTING 8. PERSONS ILL WITH DIARRHEA CAN NOT USE THE POOL. 7.8" & ANCHOR W/ #8 7 8" BOND WIRE POOLS WITHOUT AN APPROVED DIVING WELL CONFIGURATION & APPR. BOND SHALL HAVE "NO DIVING", IN FOUR INCH HIGH LETTERS CLAMP INCLUDED WITH THE ABOVE LISTED POOL RULES. EXIST. POOL SHELL 2" BULLNOSE C kP TILE OF DARK CONTRASTING COLOR & SLIP -RESISTANT, ENTIRE LENGT I OF STEPS (2" PART OF TILE ON RISER EDGE ) Exist, Pool ttrail Section SCALE: 3/8" = F-0" BALL ADAPTER 18" MIN: u4" MAX. '- 9 __ EXt P SPA Fa N H1AIR PIPE BALL RETAINER �. i I I= -I i I- ENTIRE WATER LINE i 1 _�_� I= PER. 4" - 6" QTY. ITEM DESCRIPTION 1 1/2" AIR , Z >q vi 1 DIAMETER 1 1/2 FTPS x 1 1/2 BELOW �� /1 W.L. __ - EX. 1 PUMP 1 HP STA-RITE - P2RA5EL 9 h SOCKET COUPLING 11 r ,/ 1" WWItt MANIFLOD F rj a 1 BALL _ ___, SUB -GRADE ( SELF -PRIMING) 68 GPM @ 60 TDH W/ EXISTING HAIR & 9" � I I -111 11- 1 1/2" INLET � MUST BE FLUSH P LINT STRAINER PIPE a W I WITH WALL 1- #8 BARE COPPER WIRE (THROTTLE PUMP TO 50 GPM) W I W Z BONDED TO POOL EX. 1 FILTER VAK PAK - SP-140 z � zz NOTE: EYEBALL FITTING MUST BE z C4 #8 SOLID BARE COPPER STEEL AS SHOWN (CARTRIDGE) 54 GPM 9.375 GPM FILTER RATE flydro-Inictit 04 DIRECTIONALLY ADJUSTABLE. aT' F+ BOND WIRE W/ APPR. 144 SQUARE FEET FILTER AREA " _ / 1' V j7y SCALE: 3/8 1 0 CLAMPS (ONE ON EACH NOTE: p EX. 1 'THERAPY PUMP Z HP STA-RITE - P6EA6GL lye lei SIDE OF POOL - 4 TOTAL) BONDING GRID REQUIRED 112 GPM @ 50 TDH W/ 6" APPR. H & L SIR.�4 SCALE: 3/8" = 1' 0" AT PERIMETER OF POOL. EX. 1 SKIMMER N.S.F. APPROVED - NEW 1 MAIN DRAIN 12"X 12" FIBERGLASS MAIN DRAIN 6 - THERAPY JETS E" EQUIPOTENTIAL BONDING SUMP - VAK PAK MODEL N 3WALL RETURN REQUIRED) INTETS PER FLORIDAOF THEN.E.C. BUILDING SEC. OODE ADAPTATII 04 CMD-12-6-2 MEETING VIRGINIA 11 GRAEME BAKER STANDARDS EXIST. 12 VOLT 75 WATT / / 1'S Z.5' 20' MAX.SPACING NEW 1 ANTI -ENTRAPMENT AQUASTAR WAVI2WR -12" x 12" LIGHT TO REMAIN / I 20 GPM MAX. FLOW .h COVER (ASME/ANSI A112.19.8 - 2007) APPROVED _{ - LET EACH IN ANTI -ENTRAPMENT COVER W/ TAMPER NOTE: 85.2 SQUARE INCH OPEN AREA, 1.5" 1.5" --- 151, 361 GPM =1.5 FEET PER SECOND PROOF SCREWS EXIST. 18 BENCH W/ NEW HAND PACK VOID AROUND AQUASTAR WAVI2WR - 2,"X 6" DARK CONTRASTING, / / ` DRAIN / STO GEL PATCH 12" x 121/ APPROVED NEW 3 INLETS (WALL) 1 1/2" CYCOLAC SLIP -RESISTANT CAP TILE 1.5 HAND PACK VOID AROUND NEW 6 THERAPY JETS JET AIR OR EQUAL / _ PERM GR. SPECS ANTI -ENTRAPMENT COVER w/ TAMPER 1-0-15" DRAIN W/STO GEL PATCH EX. 1 LIGHT 12 VOLT - 75 WATT W/ TRANSFORMER ON RISER EDGEy' PER MFGR. SPECS f(� 6" ' ? t 1.5" FLE PIPE PROOF SCREWS EX. 1 HANDRAIL STAINLESS STEEL APPROVED 2" � EX. 1 FLOW METER 1.5"BLUE WHITE #CF30150P FINISH PLASTER EX. TEST KIT TAYLOR 2005 COVER STATIC LINE �� „ i � %n ``` ;y 20 -100 GPM RANGE ; NEW CE EXIST. BERGLASS MIN DRAIN W. '� LINE TO DRAIN EX. 2 PRESSURE GAUGE 0" - 60'", 2" FACE MIN. � MAIN DRAIN SUMP VAK PAK MODEL COLLECTOR OR EX. I CHEMICAL FEEDER STENNER 45M5, 50 GPD CMD-12-6-2 MEETING. VIRGINIA FILTER TANKPLUG FOR W/ 27 GALLON TANK } / GRAEMEBAKER STANDARDS EX.1 PH FEEDER STENNER 45M2 10 GPD & AQUASTAR WAVI2WR- 1 k PRESSURE TEST GRAVEL SUMP ' w/ 5 GALLON TANK r 12" x 12" APPROVED 2" HYDROSTATIC NEW 1 COLLECTOR TANK AQUAWORX AWCT-65 � ANTI -ENTRAPMENT COVER w/ FIBERGLASS MAIN DRAIN SUMP - N.S.F. APPROVED SKIMMER RELIEF VALVE 70 GALLON W/ AUTO -FILL & OVERFLOW CREWS VAK PAK MODEL (I EQUALIZER ER LINE & ', TAMPER PROOF S CMD-12-6-2 MEETING VIRGINIA NEW 1 O.R.P./ PH C.E.S. MR-1 OR APPROVED EQUAL s GRAEME BAKER STANDARDS CONTROLLER APPROVED COVER GRATE EXIST. STEP W/ (240 S . IN. EX.1 THERMOMETER 32 TO 248 DEGREES F., MIN. TOP TREAD) NE 2"X R 0 -120 DEGREES C. 6"DARK CONTRASTI G, 12" X " Main Drainto EX.2 HEATER GAS "NO STEP" MARKING SHALL BE SLIP -RESISTANT CAP "ILE 4 INCHES HIGH, CONTRASTING ON RISER EDGE SCALE: 3/8" = 1'-0" COLOR LETTERS. INDICATORS SHALL BE PERMANENT INLAID TILE. EXIST. "FIGURE 4" STAINLESS STEEL HANDRAIL TO EXTEND TO A POINT VERTICALLY OVER Exist. a 1,do BOTTOM STEP - RELOCATE � � RAIL AS SHOWN T HYDRAULICCOMPUTATIONS-. SCALE : 3/8" = V-0 " HEAD LOSS TO MOST REMOTE FITTING 5.67 FT. THE 70 GALLON TANK HANDLES THE 50 G.P.M. RECIRCULATION CALL. HEAD LOSS IN RETURN LINE TO PUMP 1.96 FT. ` HEAD LOSS ALLOWED FOR FILTERS 20.0 FT. FLOW WITHIN THE 1 GALLON OF TANK CAPACITY PER 1 GALLON OF TOTAL CALC. HEAD LOSS FOR FILTERING 27.63 FT. WATER RECIRCULATED. THE THERAPY PUMP IS ONLY USED ON A SCHEDULE;PIPING rg �+�T LIMITED BASIS AND SINCE THE 6" MAIN DRAIN LINE CAN FLOW AT MAXIMUM VELOCITY IN PIPING LAYOUT: �J A LE SIGN NOTES: S: 1.97 FEET PER SECOND (LESS THAN THE 3 FT. PER SECOND MAIN DRAIN = SCHEDULE 40 P.V.C. - ALLOWED) WE BELIEVE THAT A LARGER COLLECTOR TANK IS NOT 6" GRAVITY @ RE G.P.M. = 1. = 08 SEC.. THE FOLLOWING RULES SHALL BE POSTED IN MINIMUM ONE " SKIMMER = SCHEDULE 40 P.V.C. 1.5 REC. PRESSURE @ 50 G.P.M. = 8.08 FT./SEC. NECESSARY. FIELD VERIFICATION OF THIS SYSTEM SHOWED THAT 1, INCH HIGH LETTERS AND SHALL BE LEGIBLE FROM THE POOL GUTTER = SCHEDULE 40 P.V.C. 2 REC. SUCTION @ 50 G.P.M. = 4.$8' FT./SEC. THERE WAS VERY LITTLE DRAWDOWN IN THE COLLECTOR TANK 2.5" THERAPY PRESSURE 125 G.P.M. 8.55 FTJSEC. DECK AND SHALL CONTAIN THE FOLLOWING INFORMATION: RETURN = SCHEDULE 40 P.V.C. �� @ STATIC =SCHEDULE 40 P.V.C. WHEN BOTH PUMPS WERE OPERATING. 3 THERAPY SUCTION @ 125 G.P.M. = 5.52 ' FT./SEC. VACUUM = SCHEDULE 40 P.V.C. 1. NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK. ' 2. NO GLASS OR ANIMALS IN THE FENCED POOL AREA OR 50 FEET FROM UNFENCED POOL. EXISTING . CRITERIA 3. BATHING LOAD 5 BATHERS. EXIST. L - �o . 1 < T 4. POOL HOURS FROM DAWN A.M. TO DUSK P.M. EXIST. STAINLESS SPA CAPACITY 795 GALLONS 5. SHOWER BEFORE ENTERING POOL. 2 X 6 SLIP -RESISTANT STEEL HANDRAIL BATHING LOAD: 5 BATHERS 6. DO NOT SWALLOW THE POOL WATER. CAP TILE ENTIRE 12" 12" 15 (28" MIN. - 40" MAX. 1. EXISTING POOL VACUUM DE FILTER AND SEPARATION TANK DESIGN FLOW 50 - G.P.M. PERIMETER OF SPA ABOVE STEP & DECK) TO BE REMOVED FROM EQUIPMENT PACK. REMOVE DE GRIDS FILTER RATE .375 G.P.M. MIN./FT2 7. PERSONS ILL WITH DIARRHEA CAN NOT USE THE POOL. 8. MAXIMUM WATER TEMPERATURE: 104 DEGREES F. FROM FILTER TANK -TANK TO REMAIN AS COLLECTOR TANK. FILTER CYCLE' 16 MINUTES . 9. CHILDREN UNDER TWELVE MUST HAVE ADULT WATERLINE 28" - 40" 2. INSTALLNEW PENTAIR TRITON HIGH RATE SAND FILTER PER SUPERVISION. I cc PLAN. 10.PREGNANT WOMEN, SMALL CHILDREN, PEOPLE WITH 10" 3. INSTALL NEW 4" FLOW METER PER PLAN. 4 4. INSTALL NEW 2" PRESSURE GAUGES PER PLAN. HEALTH PROBLEMS AND PEOPLE USING ALCOHOL, 11 C-{ ( -- NARCOTICS OR OTHER DRUGS THAT CAUSE DROWSINESS 10"-5. EXISTING POOL RULE SIGN TO BE REPLACED W/ SHOULD NOT USE SPA POOLS WITHOUT FIRST CONSULTING 10" - UP -DATED VERSION -SEE RULE SIGN NOTE. i�- A DOCTOR 10„ ( EXIST. FOOTING 6. INSTALL NEW POOL WATERLINE TILE, GUTTER TILE, STEP 11. MAXIMUM USE: 15 MINUTES. EDGE TILE, POOL FINISH AND DEPTH MARKERS PER PLAN. * B ND BOND #8 WIRE 7• REMOVE EXISTING RECESSED GUTTER LIP AND GUTTER 12. ALARM INDICATES SPA PUMPS OFF AND POSSIBLE EMERGENCY SITUATION. DO NOT USE SPA WHEN OR CLAMP PLUMBING INSTALL NEW ROLL -OUT STYLE GUTTER AND 69' AFTER ALARM SOUNDS UNTIL ADVISED OTHERWISE. 2" BULLNOSE CAP TILE OF DARK WALL, 2" DOWN PIPES AND TRUNK LINE TO EXISTING CONTRASTING COLOR & SLIP -RESISTANT, EXIST. SPA SHELL COLLECTOR TANK PER PLAN. ENTIRE LENGTH OF STEPS (2" PART OF TILE g. REMOVE EXIST. CONCRETE DECK 36" WIDE AROUND POOL POOLS WITHOUT AN APPROVED DIVING WELL CONFIGURATION ON RISER EDGE) f" "� F - .SHALL HAVE NO DIVING", IN FOUR INCH HIGH LETTERS OR NEW PLUMBING. REPLACE W/ PAVERS SET IN SAND. INCLUDED WITH THE ABOVE LISTED POOL RULES. Exist.S to rail Section 9. ADJUST EXIST. POOL STEP RISERS PER PLAN -10" MAX. SCALE: 3/8" = V-0" RISERS. * NOTE ONLY NEEDED IF EMERGENCY SHUT-OFF IS PROVIDED. EXIST. POOL ELECTRICAL PANEL - 36" CLEAR SPACE IN FRONT OF PANEL I �III�%t�t•�� REMOVE VACUUM DE GRIIQ ® +I�AND CAP OFF 1 SUCTION TANK 1 I!I O •� 1�1� I ��� J I o' �1/1�►E•�Dii�i 0 2.5" RETURN LINE , 2 1 --U 1 PROVIDE H�SE BIBB W/VACUU R - BREAKER INSIDE OF 12 EQUIPMENT AREA EXIST. CHEMICAL s INJECTION POINTS s u 6" MIN. AIR GAP EXIST. WASTE LINE TO EXIST. SITE', DRAINAGE, CATCH BASIN .OR APPROVED EQUAL -FIELD VERIFY LOCATION - Exist.Pool BY OTHERS SCALE: 3/8" = 1'-01' HYDRAULIC SOLENOID VALVE W/ MANUAL FILL 22" - 2". SUCTI*LINE(6" MIN. AIR GAP) q: q 7 3" SUCTION 0 c a w HYDRAULIC.42211WATER LEVELCONTROL2".OVERFLOW W/CHECK VALVE 6" MAIN DRA.. J FLOW VALVE it L. 30' ELEVATION A PLAN LAYOUT �)POOL LEGEND A EXIST. 6" GUTTER GRAVITY LINE B EXIST. 3" REC. PUMP SUCTION LINE C EXIST. 2" VACUUM LINE D EXIST. 4" RETURN LINE E EXIST. PUMP TO WASTE LINE F PROPORTIONING TYPE VALVE - TYO. c BUTTERFLY TYPE VALVE - TYP. H EXIST. 6"MAIN DRAIN GRAVITY LINE ;I EXIST. STATIC LINE K EXIST. FRESH WATER SUPPLY LINE' I, EXIST. OVERFLOW LINE TO DISCHARGE ON GROUND M EXIST. 3" TO EXIST. SOLAR HEATER N EXIST. 3" EXIST. FROM SOLAR HEATERS P EXIST. FILTER TANK DRAIN LINE R NEW MULTI -PORT VALVE S EXIST. PUMP TO FILTER LINE 1 EXIST. 5 HP RECIRCULATION PUMP 2 NEW HIGH RATE SAND FILTER w/ PRESSURE GAUGE & AIR RELIEF VALVE 3 EXIST. 4" FLOW METER 4 NEW PRESSURE GAUGE 5 EXIST. THERMOMETER 6 EXIST. PH FEEDER 7 EXIST. PH (ACID) TANK 8 EXIST. CL2 FEEDER 9 EXIST. CL2 TANK 10 EXIST.500 GALLON COLLECTOR TANK 11 EXIST. VACUUM PUMP 12 SIGHT GLASS PUMP FRAME OR FILTER POOL/SPA TANK MOUNT WASTE LINE FINISH ANCHOR POOL PUMP AND GRADE FILTER PER MFGR'S. N.O.A. 4" THICK REINFORCED 6"AIR GAP CONCRETES SLAB 211 11�N F.G. PUMP TO WASTE BY OTHERS FILTER WasteLine �. POOL PUMP AND FILTER SCALE: N.T.S. ANCHOR POINTS MAY VARY POOL EQUIPMENT ANCHORING DETAIL SEE MFGR. SPECIFICATIONS FOR ANCHORING INFORMATION - EQUIPMENT SHAPES MAY VARY' 30 VACUUM BREAK HYDRAULIC SOLENOID VALVE W/ MANUAL. FILL (6". MIN. AIR GAP) SHUTOFF VALVE HINGED 12 LID 60 20��. OVERFLOW 20° W/CHECK W VALVE 33' 33" � 37 42 HYDRAULIC COLLECTOR TANK WITH 36" WATER LINE ATER LEVEL 70USABLE 1" SUPPLY CONTROL GALLONS 6" MAIN DRAIN FLOW VALVE 3" SUCTION LINE &. 2" SUCTION LINE ELEVATION A ELEVATION B 2 a Cofiector Tank Mail SCALE : 1/2" = �_'41" 1. PLUMBING - ALL PIPE AND FITTINGS SHALL BE SCHEDULE 40 PVC PER ASTM D1785 AND N.S.F. APPROVED AND STAMPED FOR POTABLE WATER APPLICATIONS. JOINTS TO BE SOLVENT WELDED JOINTS PER ASTM D2855. ALL PLUMBING, EQUIPMENT AND MATERIALS SHALL CONFORM TO THE FLORIDA BUILDING CODE FIFTH EDITION 2014, PLUMBING. 2. ELECTRICAL SYSTEM - ALL ELECTRICAL EQUIPMENT WIRING, INSTALLATION AND GROUNDING OF POOL COMPONENTS SHALL CONFORM WITH NATIONAL FIRE PROTECTION ASSOC. 70, NATIONAL ELECTRICAL CODE (N.E.C.), 2014 EDITION, AND ALL APPLICABLE LOCAL CODES AND SHALL BE CERTIFIED AS SUCH BY THE ELECTRICAL CONTRACTOR. CHEMICAL PUMPS TO BE ELECTRICALLY INTER-LOCKLED WITH RECIRCULATION PUMP. 3. EQUIPMENT - ALL PUMPS, FILTERS, AND DISINFECTION EQUIPMENT MUST BE TESTED AND APPROVED USING THE NSF/ANSI STANDARD 50-2007 AND LISTED APPROVED BY NSF. 4. THE FILTER ROOM FLOOR IS SLIP -RESISTANT AND SLOPED TO FLOOR DRAINS. 5. ALL PLASTIC PIPE SUBJECT TO PERIOD OF PROLONGED SUNLIGHT EXPOSURE MUST BE COATED TO PROTECT IT FROM ULTRAVIOLET LIGHT DEGRADATION. 6. EACH WASTE LINE SHALL HAVE A UNIQUE AIR GAP. WASTE LINES FROM DIFFERENT SOURCES (e.g. POOL, SPA, OVERFLOW, SUMP PUMP) SHALL NOT BE TIED TOGETHER, BUT MAY DISCHARGE INTO A COMMON SUMP OR RECEPTACLE AFTER THE 6" MIN. AIR GAP. 7. THE WASTE LINE MUST BE CONNECTED TO A WASTE DISPOSAL SYSTEM ACCORDING TO LOCAL OR STATE CODES. 8. ALL COLLECTOR TANKS HAVE COVED INTERSECTIONS AND SLOPE TO THE TANK DRAIN. 9. PROPORTIONING VALVES WHEN REQUIRED: 2 1/2" AND UNDER - DIVERTER 3" AND ABOVE - BUTTERFLY VALVE 10. EQUIPMENT TO BE DESIGNED BY MANUFACTURE FOR OUTDOOR USE. 11. PROVIDE 48" HIGH MIN. ENCLOSURE AROUND EQUIPMENT W/ SELF -CLOSING, SELF -LATCHING 48" HIGH MIN. GATE. 12. ALL EQUIPMENT TO BE ATTACHED TO SLAB AS SHOWN IN DETAIL. EQUIPMENT SLAB TO BE SLOPED TO PREVENT STANDING WATER. DRAWN BY: WJC F."