YULEE, FL FOR

Transcription

YULEE, FL FOR

HEATHER W. BAXTER, P.E.
LICENSE # 56071
REGISTERED ENGINEER
POOL CONSTRUCTION PLANS
FOR
THE RESERVE AT
AMELIA APARTMENTS
PREPARED BY:
LOCATION MAP
CHRISTIAN WAY
YULEE, FL 32034
NASSAU COUNTY
FLORIDA C.A. # 28177
4337 PABLO OAKS CT., SUITE #101
JACKSONVILLE, FL 32224
PH 904-223-9773 FX 866-832-9236
www.wetengineering.net
WET ENGINEERING PROJECT NO. 14022
RELEASED FOR CONSTRUCTION BY:
VICINITY MAP
DATE:
YULEE, FL
1.
POOL EQUIPMENT LIST
QUAN.
1
1
ITEM
MANUFACTURER
CATALOG NO.
RECIRCULATION PUMP
PENTAIR
EQK750
DESCRIPTION
STRAINER
2
1
3
1
VARIABLE FREQUENCY DRIVE (FOR ABOVE)
PENTAIR
SLIDE PUMP
ACU DRIVE XC
PENTAIR
2.
EQK1000
STRAINER
4
1
VARIABLE FREQUENCY DRIVE (FOR ABOVE)
PENTAIR
ACU DRIVE XS
5
1
COLLECTOR TANK
VAKPAK
CT3000
3200 GAL. CAPACITY W/ AUTFILL ASSEMBLY
6
2
SAND FILTERS
NEPTUNE BENSON
42CCFG-3
18 SQ. FT. AREA, WITH FACE PIPING KIT AND 3" MPV
7
1
SALT SYSTEM
CHLOR KING
CHLOR 20
20 PPD CAPACITY
8
1
ACID STORAGE TANK
STENNER
STS15NC
15 GALLON CAP, WITH INTEGRATED PUMP MOUNT
9
1
ACID PUMP
STENNER
45M4
1.7 - 35 GPD @ 25 PSI
10
1
CHLORINE PUMP
STENNER
45M4
1.7 - 35 GPD @ 25 PSI
11
1
CHLORINE STORAGE TANK
STENNER
STS30NC
30 GALLON CPACITY, WITH INTEGRATED PUMP MOUNT
12
26
GUTTER DRAIN
HAYWARD
SP1019
2" FIP X 2"SKT
13
26
GRATE FOR ABOVE
HAYWARD
SP1019BA
RECTANGULAR WITH SCREWS
14
16
FLOOR RETURN INLET
HAYWARD
SP1425S
1.5"SKT X 2"MIP
15
1
EQUALIZER FITTING
HAYWARD
SP1022S
1.5" SKT X 2" MIP
16
1
GRATE FOR ABOVE
HAYWARD
SP1026
1.5" MIP
17
2
MAIN DRAIN SUMP AND GRATE
VAKPAK
CMD 18/10
18" X 18" W/ 10" OUTLET, VGB COMPLIANT
18
2
COLLECTOR TUB FOR ABOVE
HAYWARD
SP1055
19
2
HYDROSTATIC RELIEF VALVE FOR ABOVE
HAYWARD
SP1056
1.5"
SAFETY LINE FOR SLIDE AND LAP AREAS
UNITED INDUSTIRES
P111720
3
FLOATS FOR ABOVE
UNITED INDUSTRIES
P111061
BLUE AND WHITE, INTEGRATED LOCKS
RACING LINE
UNITED INDUSTRIES
P344510
INCLUDES DISCS, FLOATS, ROPE & HOOKS, ANTI-WAVE, BLUE
5
CUP ANCHORS FOR THE ABOVE
PARAGON
70316SS
W/ INTEGRATED BAR, STAINLESS STEEL
24
1
FLOWMETER
BLUE-WHITE
F-300400
4", PITOT TUBE, 125-500 GPM
25
1
FLOWMETER
BLUE-WHITE
F-300600
6", PITOT TUBE, 250-1050 GPM
20
60 FT
21
12
22
75 FT
23
4"
"NO DIVING" MARKINGS SHALL BE LOCATED ON TOP OF CURB RISER OR ON DECK WITHIN 2 FEET OF WATER AT
LOCATIONS SHOWN. MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS SHALL BE 25 FEET. ALL MARKINGS
INSTALLED ON HORIZONTAL SURFACES SHALL HAVE SLIP-RESISTANT FINISH. MARKINGS SHALL BE TILE AND 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" MARKINGS.
3.
PIPING RECOMMENDATION: SCH 80 PVC IS RECOMMENDED FOR PREVENTION OF CRACKING DUE TO SETTLING.
OWNER MAY ELECT TO SUBSTITUTE SCH 40 PVC IF DESIRED. ALL PIPING SHALL BE NSF-pw APPROVED. ANY PIPING
EXPOSED TO SUNLIGHT SHALL BE COATED FOR UV PROTECTION. ALL EQUIPMENT COMING INTO CONTACT WITH
POOL WATER TO BE CERTIFIED BY NSF OR BY THE MANUFACTURER TO BE LEAD-FREE.
4.
POOL WASTE WATER SHALL BE DISCHARGED THROUGH AN AIR GAP. DISPOSAL FROM D.E. TYPE FILTERS SHALL BE
ACCOMPLISHED THROUGH SEPARATION TANKS WITH DISPOSAL TO SANITARY SEWERS, STORM SEWERS,
DRAINFIELDS, OR OTHER MEANS, IN ACCORDANCE WITH LOCAL REQUIREMENTS INCLUDING OBTAINING ALL LOCAL
PERMITS.
5.
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). HOSE BIB WITH VACUUM BREAKER SHALL BE PROVIDED FOR
DECK WASH DOWN.
6.
POOL DECKS SHALL HAVE AN UNOBSTRUCTED AREA WITH A MINIMUM WIDTH OF 4 FEET AROUND THE PERIMETER
OF THE POOL. DECKS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NON-ABSORBENT MATERIAL HAVING A
SMOOTH SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED AT A MINIMUM OF TWO PERCENT 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 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 SOIL ARE
PROHIBITED.
7.
BLUE AND WHITE
8.
9.
OUTDOOR LIGHTING REQUIREMENT: IF NIGHT SWIMMING IS REQUIRED, OVERHEAD LIGHTING SHALL PROVIDE A
MINIMUM OF THREE FOOT CANDLES OF ILLUMINATION AT POOL WATER SURFACE AND POOL DECK SURFACE.
UNDERWATER LIGHTING SHALL PROVIDE ONE-HALF WATT PER SQUARE FOOT OF WATER SURFACE AREA (OR THE
EQUIVALENT). IF NO UNDERWATER LIGHTING IS INSTALLED, OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF
FIFTEEN FOOT CANDLES.
ELECTRICAL EQUIPMENT WIRING AND INSTALLATION INCLUDING GROUNDING OF POOL COMPONENTS SHALL
CONFORM TO THE NATIONAL ELECTRICAL CODE-LATEST.
CHEMICALS SHALL BE STORED IN A COOL, DRY, AND WELL-VENTILATED AREA UNDER A ROOF OR OTHER
ENCLOSURE AND SHALL BE INACCESSIBLE TO THE PUBLIC.
10. GROUND HANDRAILS AND LADDERS WITH #8 COPPER GROUND WIRE IN ACCORDANCE WITH THE NATIONAL
ELECTRIC CODE.
MAINTENANCE EQUIPMENT LIST
NO.
QUAN.
1
2
11. FLOORS AND WALLS SHALL BE WHITE OR LIGHT PASTEL IN COLOR. WRITTEN APPROVAL MUST BE OBTAINED FROM
THE HEALTH DEPARTMENT PRIOR TO INSTALLATION OF ANY DESIGN OR LOGO ON POOL FLOOR OR WALLS.
ITEM
MANUFACTURER
CATALOG NO.
DESCRIPTION
3
VACUUM FITTING
HAYWARD
SP1022S
1.5" SKT X 2"" MIP
3
SAFETY COVER FOR ABOVE
HAYWARD
W400AWHP
VAC-LOCK SAFETY COVER
3
1
VACUUM HOSE
RAINBOW
-
1.5" X 50' HOSE
4
1
WALL BRUSH
RAINBOW
905
24" CURVED ALUM., NYLON BRISTLES
5
1
POLE FOR ABOVE
RAINBOW
820-16
1 PIECE, 16' POLE
6
1
LEAF SKIMMER
RAINBOW
119
W / HANDLE
7
1
POLE HANGER SET
RAINBOW
143
METAL
8
1
TEST KIT
TAYLOR
K2005C
Cl, pH, TOT. ALK., Br, Ca HARDNESS
QUAN.
1
3
ITEM
MANUFACTURER
CATALOG NO.
DESCRIPTION
LADDER
SR SMITH
10114
1.90" O.D; 0.065" WALL; 3-STEP W/ CROSS BRACE, STAINLESS
STEEL TREADS; SEALED STAINLESS FOR SALT WATER
2
6
3
12
3
ANCHOR FOR ABOVE
SR SMITH
AS-100P
4"; ABS PLASTIC; REFER TO MFR EMBEDMENT INFO
ESCUTCHEONS FOR ABOVE
SR SMITH
EP-100F-PW
FOR 1.90" O.D. TUBING, PEARL WHITE, ROUND
2
HANDRAIL
SR SMITH
3HR-X-065-MG
3-BEND; 0.65" THK; 1.90" O.D.; 6'-0" SPAN, MARINE GRADE
4
4
ESCUTCHEONS FOR ABOVE
SR SMITH
EP-100F-PW
FOR 1.90" O.D. TUBING, PEARL WHITE, ROUND
5
4
ANCHOR FOR ABOVE
SR SMITH
AS-100P
4"; ABS PLASTIC; REFER TO MFR EMBEDMENT INFO
SAFETY EQUIPMENT LIST
NO.
QUAN.
1
2
13. INLETS SHALL BE DIRECTIONALLY ADJUSTABLE AND SHALL NOT PROTRUDE INTO THE POOL. MAXIMUM WALL INLET
SPACING IS 20 FEET. WALL INLETS SHALL BE INSTALLED A MINIMUM OF 12 INCHES BELOW THE NORMAL OPERATING
WATER LEVEL UNLESS PRECLUDED BY THE POOL DEPTH OR INTENDED FOR A SPECIFIC ACCEPTABLE PURPOSE.
14. VACUUM FITTINGS SHALL BE FLUSH MOUNTED NO MORE THAN 15" BELOW WATER LEVEL. FITTING SHALL ALSO
INCLUDE A SPRING LOADED SAFETY COVER.
15. RECIRCULATION EQUIPMENT TO BE COVERED BY WEATHERPROOF, LOCKABLE ENCLOSURE WITH ADEQUATE CROSS
VENTILATION. ACCESS SHALL MEASURE 3' X 6' (MIN.). ENCLOSURE SHALL INCLUDE LIGHT WHICH PROVIDES MIN. 30
FC ILLUMINATION.
16. MAIN DRAIN GRATES SHALL BE COMPLIANT WITH THE VIRGINIA GRAEME BAKER ACT AND IN ACCORDANCE WITH
ASME A112.19.8-2007. MAIN DRAIN OUTLETS SHALL BE COVERED WITH A SECURED GRATING WHICH REQUIRES THE
USE OF A TOOL TO REMOVE. DEPTH AT MAIN DRAIN SHALL NOT BE MORE THAN 3 INCHES GREATER THAN THE DEPTH
SHOWN ON ADJACENT DEPTH MARKERS.
DECK EQUIPMENT LIST
NO.
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.
ITEM
MANUFACTURER
CATALOG NO.
2
SHEPHERDS HOOK
RAINBOW
153
2
POLE FOR ABOVE
RAINBOW
820-16
DESCRIPTION
1 PIECE, 16' POLE
18. POOL AREA SHALL INCLUDE ONE SHEPHERD'S HOOK WITH ONE-PIECE POLES (MIN. 16' LONG) AND ONE LIFESAVING
RING (MIN. 18" DIA.) WITH SUFFICIENT ROPES ATTACHED TO REACH ALL PARTS OF THE POOL FROM THE DECK.
POOLS GREATER THAN 50 FEET IN LENGTH SHALL HAVE MULTIPLE UNITS WITH AT LEAST ON SHEPHERD'S HOOK AND
ONE LIFE SAVING RING LOCATED ALONG EACH OF THE LONGER SIDES OF THE POOLS. SPA POOLS UNDER 200
SQUARE FEET OF SURFACE AREA, AND INTERACTIVE WATER FEATURES OR WADING POOLS WITH TWO FEET OR
LESS OF WATER DEPTH ARE EXEMPT FROM THIS REQUIREMENT.
19. THE FOLLOWING RULES SHALL BE POSTED AT OR NEAR POOLSIDE AND SHALL BE LEGIBLE FROM POOL DECK:
(1) NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK.
(2) NO GLASS OR ANIMALS IN THE FENCED POOL AREA (OR 50 FEET FROM UNFENCED POOL).
(3) BATHING LOAD: ___ PERSONS
(4) POOL HOURS: ___ A.M. TO ___ P.M.
(5) SHOWER BEFORE ENTERING
(6) DO NOT SWALLOW THE POOL WATER
LETTERING FOR POOL RULES SIGN SHALL BE 1" HIGH (MIN.) EXCEPT FOR "NO DIVING." POOLS OF 200 SQUARE FEET
IN AREA OR GREATER WITHOUT AN APPROVED DIVING WELL CONFIGURATION SHALL HAVE "NO DIVING" IN FOUR INCH LETTERS INCLUDED WITH THE ABOVE LISTED POOL RULES. ADDITIONAL RULES REQUIRED FOR INTERACTIVE
WATER FEATURES: "DO NOT SWALLOW FOUNTAIN WATER, IT IS RECIRCULATED" AND "DO NOT USE FOUNTAIN IF YOU
ARE ILL WITH DIARRHEA."
20. THERE SHALL BE NO PROVISION FOR DRINK OR FOOD SERVICE FACILITIES WITHIN 12' OF THE WATER'S EDGE.
3
2
LIFE RING BUOY
SWIMTIME
P014750
30" RING W / 45' ROPE
4
2
LIFE RING HOLDER
SWIMTIME
P014850
STAINLESS STEEL
5
1
POOL RULES SIGN
-
-
PER CODE; SEE NOTES
6
4
UNDERWATER LIGHTS
PENTAIR
601306
500W EQUIVALENT, 12V, WHITE LED
22. LADDERS SHALL BE OF THE CROSS-BRACED TYPE, BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS AND
BE SECURELY ANCHORED INTO THE POOL DECK. CLEARANCE BETWEEN LADDER AND POOL WALL SHALL BE
BETWEEN THREE TO SIX INCHES. LADDERS SHALL EXTEND AT LEAST 28 INCHES ABOVE THE POOL DECK. THE TOP
RUNG OF THE LADDER SHALL BE AT OR BELOW THE WATER LEVEL ON OPEN GUTTER POOLS AND NOT MORE THAN
12 INCHES BELOW THE DECK OR CURB TOP ON ALL OTHER TYPE POOLS.
FOR TRANSFORMER LOCATIONS TO CONFIRM CORD LENGTH
4
NICHE FOR ABOVE
PENTAIR
78210200
SS; FOR CONCRETE POOLS
8
4
TRANSFORMER FOR ABOVE
IPENTAIR
PS300
120V, 3A, 12-13-14V STEPDOWN; SS FINISH
9
-
DEPTH MARKERS
-
-
AS SHOWN ON PLANS; NON-SLIP
10
-
NO DIVING MARKERS
-
-
AS SHOWN ON PLANS; NON-SLIP
* EQUIPMENT INCLUDED IN THIS LIST MAY BE SUBSTITUTED WITH EQUIPMENT CONSIDERED EQUIVALENT BY THE ENGINEER, UNLESS OTHERWISE NOTED.
ALL EQUIPMENT SHALL CARRY AN NSF APPROVAL OR UL LISTING.
NOTE: CHEMICAL STORAGE TANK TO BE SUPPLIED BY OWNER.
23. COLLECTOR TANKS SHALL BE SIZED TO PROVIDE ONE MINUTE OF RESIDENCE TIME AT DESIGN FLOW.
24. SANITARY FACILITIES SHALL HAVE OUTSIDE ACCESS DOOR WITH SIGNS GIVING DIRECTION TO ACCESS REQUIRED IF
ACCESS IS NOT VISIBLE FROM ANY PORTION OF THE POOL DECK. SIGNS SHALL HAVE LETTERS A MINIMUM OF 1"
HIGH. SANITARY FACILITIES' FLOORS SHALL BE SLOPED TO FLOOR DRAINS. INTERSECTIONS BETWEEN FLOORS
AND WALLS SHALL BE COVED WHERE EITHER FLOOR OR WALL IS NOT MADE OF WATERPROOF MATERIALS SUCH AS
TILE OR VINYL. FLOOR SHALL NOT CONTAIN FOOT BATHS, CARPET OR DUCK BOARDS. FLOORS SHALL BE
CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIALS AND SHALL HAVE SMOOTH SLIP RESISTANT
FINISH. A HOSE BIB WITH VACUUM BREAKER SHALL BE PROVIDED IN OR WITHIN 25 FEET OF EACH REST ROOM TO
ALLOW FOR EASE OF CLEANING.
25. MINIMUM VERTICAL CLEARANCE ABOVE POOL AND DECK IS 7 FEET. MINIMUM HEIGHT OF BRIDGE OR OBSTRUCTION
OVER POOL SHALL BE EIGHT FEET FROM BOTTOM OF POOL AND AT LEAST FOUR FEET ABOVE THE SURFACE OF THE
POOL.
26. TEN PERCENT OF THE DECK ALONG THE POOL PERIMETER MAY BE OBSTRUCTED. OBSTRUCTIONS SHALL HAVE WET
DECK AREA BEHIND OR THROUGH THEM, WITH NEAR EDGE OF THE WALK WITHIN 15 FEET OF THE WATER. THESE
OBSTRUCTIONS MUST BE PROTECTED BY A BARRIER OR MUST BE DESIGNED TO DISCOURAGE PATRON ACCESS.
WHEN AN OBSTRUCTION EXISTS IN MULTIPLE AREAS AROUND THE POOL THE MINIMUM DISTANCE BETWEEN
OBSTRUCTIONS SHALL BE FOUR FEET.
POOL EQUIPMENT SCHEDULE
28. THE SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN PLACE PRIOR TO FILLING
OF THE POOL.
29. CONTRACTOR IS RESPONSIBLE FOR ALL PIPE SUPPORTS AND HANGERS AS REQUIRED.
LICENSE # 56071
REGISTERED ENGINEER
POOL NOTES
1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS.
2. IN ACCORDANCE WITH THE GENERAL CONDITIONS, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
LOCATE AND AVOID ALL UTILITIES, STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW THE GROUND
SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED AND MULCHED ACCORDING TO THE
SPECIFICATIONS, AS NECESSARY.
4. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS VARY FROM WHAT IS SHOWN ON THESE PLANS, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER.
5. CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT-LADEN RUNOFF RESULTING FROM STORM EVENTS
DURING THE CONSTRUCTION PHASE. EROSION CONTROL FACILITIES SHOULD BE INSTALLED EARLY DURING THE
CONSTRUCTION PERIOD SO AS TO PREVENT THE TRANSPORT OF SEDIMENT INTO SURFACE WATERS. RE-VEGETATION
AND STABILIZATION OF DISTURBED AREAS SHOULD BE ACCOMPLISHED AS SOON AS POSSIBLE TO REDUCE THE
POTENTIAL FOR FURTHER SOIL EROSION.
6. PIPE JOINT DEFLECTION, WHERE REQUIRED, SHALL NOT EXCEED 50% OF THE MAXIMUM RECOMMENDED BY THE PIPE
MANUFACTURER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT ALL PERMITS FOR CONSTRUCTION HAVE BEEN
OBTAINED. THESE PERMITS SHALL INCLUDE, BUT NOT BE LIMITED TO, DUVAL COUNTY BUILDING DEPARTMENT OR
FLORIDA DEPT. OF HEALTH.
8. A HORIZONTAL SEPARATION OF 6-FEET (MIN.) SHALL BE MAINTAINED BETWEEN PARALLEL WATER AND SEWER LINES,
WHERE WATER AND SEWER LINES CROSS, 12-INCHES OF VERTICAL CLEARANCE SHALL BE MAINTAINED. WHERE WATER
AND SEWER LINES CROSS AND 12" CAN NOT BE MAINTAINED, A 20 L.F. SECTION OF DUCTILE IRON OR PVC PIPE SHALL
BE CENTERED AT THE POINT OF CROSSING. THIS SITUATION MAY OR MAY-NOT BE NOTED ON THE DESIGN DRAWINGS IN
EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED IN WRITING BY THE ENGINEER.
9. WATER SUPPLY FACILITIES AND PIPES SHALL BE INSTALLED, CLEANED, DISINFECTED AND BACTERIOLOGICALLY
CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS AND FDEP RULES.
10. ALL UNDERGROUND UTILITY COMPANIES SHALL BE CONTACTED AT LEAST 48- HOURS PRIOR TO COMMENCING
CONSTRUCTION.
11.PIPING SHALL BE PRESSURE TESTED PRIOR TO COVER. RETURN PIPING SHALL BE TESTED AT 50 PSI FOR TWO HOURS.
MAIN DRAIN, SKIMMER, AND GUTTER PIPING SHALL BE TESTED AT 5 PSI FOR TWO HOURS. CONTRACTOR TO USE
WATER TESTING ONLY.
GENERAL NOTES
DRAWING NO.
DESCRIPTION
COVER SHEET
I1.0
INDEX, GENERAL NOTES, AND EQUIPMENT LIST
C1.0
OVERALL SITE PLAN
M1.0
GEOMETRY & DEPTH MARKING PLAN
M1.1
POOL SECTIONS
M2.0
POOL MECHANICAL PLAN
M2.1
POOL EQUIPMENT ROOM MECHANICAL PLAN
M3.0
RECIRCULATION SYSTEM SCHEMATIC
M4.0
SLIDE DETAILS
M5.0
MECHANICAL DETAILS
M5.1
MECHANICAL DETAILS
S1.0
POOL STRUCTURAL PLAN & GENERAL NOTES
S1.1
SECTIONS & DETAILS
E1.0
POOL ELECTRICAL PLAN AND DETAILS
17. PRESSURE GAUGES SHALL HAVE 2" MIN. DIA. FACE WITH 0-60 PSI RANGE.
21. EACH MAIN DRAIN SHALL INCLUDE INSTALLATION OF A HYDROSTATIC VALVE.
7
27. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER
MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SHOULD
CONSIDER INSTALLATION OF A GRAVEL BED WITH UNDERDRAIN PIPING SYSTEM IN AREAS WHERE GROUNDWATER
COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.
POOL NOTES
INDEX TO DRAWINGS
POOL CONTRACTOR SHALL CONSULT THE GEOTECHNICAL INVESTIGATION PERFORMED BY AGES
INC., REPORT 001, JOB # J15994, DATED FEBRUARY 5, 2014 FOR THE SITE. CONTRACTOR SHALL BE
FAMILIAR WITH THE RECOMMENDATIONS INCLUDED WITH THE REPORT AND INCORPORATE THE
RECOMMENDATIONS INTO CONSTRUCTION OF THE POOL(S) AS NECESSARY.
GEOTECHNICAL NOTES
1. CONCRETE ADMIXTURE: POOL SHELL STRUCTURE SHALL BE OF SHOTCRETE CAST-IN-PLACE
CONSTRUCTION. ALL CONCRETE MIX USED ON THE JOB SHALL INCLUDE XYPEX C-SERIES ADMIX.
CONTRACTOR SHALL CONSULT WITH THE LOCAL XYPEX TECHNICAL REPRESENTATIVE FOR ASSISTANCE IN
DETERMINING THE MOST APPROPRIATE ADMIX PRODUCT FOR THE JOB. WEATHER CONDITIONS, CONCRETE
SPECIFICATIONS, ETC. MAY AFFECT THE ADMIX SPECIFICATION. PREPARE PRODUCT AND APPLY IN
ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
2. COLD JOINTS: ALL COLD JOINTS SHALL BE TREATED WITH A SLURRY COAT OF XYPEX CONCENTRATE PRIOR
TO THE SUCCESSIVE CONCRETE APPLICATION. PREPARE PRODUCT AND APPLY IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS. CONTACT THE LOCAL XYPEX REPRESENTATIVE FOR COORDINATION.
3. GROUT SEALER: SEALER SHALL BE APPLIED TO ALL GROUT LINES. SEALER PRODUCT INFORMATION SHALL
BE SUBMITTED BY CONTRACTOR TO ARCHITECT AND ENGINEER FOR APPROVAL.
4. NOTE: CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL WATERPROOFING MATERIALS USED ON THE
PROJECT.
WATERPROOFING NOTES
No.
DRAWING SCALE FACTOR REFERENCES TO A FULL SIZE SHEET (22X34) SCALE FACTOR TO BE HALF NOTED VALUE WHEN PRINTED ON A HALF SIZE SHEET (11X17)
NO.
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 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 THE POOL
WATER; WHEN OPEN-TYPE GUTTER DESIGNS USED, DEPTH MARKERS SHALL BE LOCATED ON BACK OF GUTTER
WALL. MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS SHALL BE 25 FEET. CONTRACTOR SHALL VERIFY
EXACT DEPTH PRIOR TO PLACING DEPTH MARKINGS. ALL DEPTH MARKINGS SHALL BE TILE. ALL MARKINGS
INSTALLED ON HORIZONTAL SURFACES SHALL HAVE SLIP-RESISTANT FINISH. DEPTH MARKERS SHALL BE
ACCURATE TO WITHIN THREE INCHES AT NORMAL OPERATING WATER LEVEL WHEN MEASURED THREE FEET FROM
THE POOL WALL. DEPTH MARKINGS SHALL HAVE "FEET" AND "INCHES" OR "FT" AND "IN" AFTER THE NUMBER.
MARKINGS SHALL BE 4 INCHES HIGH (MIN.).
Revision/Issue
Date
Certificate of Authority No. 28177
PH 904-223-9773 FX 866-832-9236
Project Name
THE RESERVE AT AMELIA
APARTMENTS POOL
SHEET TITLE
INDEX, GENERAL NOTES,
AND EQUIPMENT LIST
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
I1.0
NORTH
SCALE: 1/8" = 1'-0"
0
4'
8'
16'
LICENSE # 56071
REGISTERED ENGINEER
24'
AMENITY
CENTER
DECK
FENCE MIN. 48" TALL
(TYP.)
SAFETY EQUIPMENT (TO BE IN TWO
LOCATIONS - ACTUAL LOCATION MAY VARY)
POOL RULES SIGN
(LOCATION MAY VARY)
DECK
No.
SWIMMING POOL
2,216 S.F.
ACCESS GATE, SELF-CLOSING AND
SELF-LATCHING
(TYP. OF 4)
SHOWER W/
HOSE BIBB
MEN'S
RESTROOM
3' X 3' BACKWASH SUMP
FIBERGLASS COLLECTOR
TANK (3200 GALLONS) W/
INTEGRATED FILL ASSEMBLY
WOMEN'S
RESTROOM
POOL
EQUIPMENT
1" POTABLE WATER LINE TO
COLLECTOR TANK COORDINATE WITH CIVIL /
ARCH. DWGS FOR
CONNECTION
SAFETY EQUIPMENT
(TO BE IN TWO LOCATIONS , ACTUAL
LOCATION MAY VARY)
SLIDE WITH LOCKING GATE
TO PREVENT ENTRY WHEN
SLIDE NOT IN OPERATION
Revision/Issue
Date
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
OVERALL SITE PLAN
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
C1.0
NORTH
SCALE: 3/16" = 1'-0"
3
--- DEPTH MARKING AND RED NO DIVING MARKING TO BE PROVIDED AT THESE
LOCATIONS. MAXIMUM SPACING IS 25'-0". ALL LETTERING TO BE MINIMUM 4"
HIGH. MARKINGS TO BE PROVIDED ON DECK WITHIN 2'-0" OF WATER EDGE AND
ON INSIDE VERTICAL WALL ABOVE WATER LEVEL ("NO DIVING" MARKERS NOT
REQUIRED ON VERTICAL WALL). WHERE OPEN GUTTER DESIGNS ARE UTILIZED,
DEPTH MARKERS SHALL BE LOCATED ON THE BACK OF THE GUTTER WALL.
MARKINGS ON DECK SHALL BE NON SKID. MARKING COLOR SHALL CONTRAST
WITH BACKGROUND.
CONTRACTOR TO VERIFY WATER DEPTH AT MARKING LOCATIONS SHOWN
PRIOR TO INSTALLING MARKING. DEPTH TO BE MEASURED 3'-0"
PERPENDICULAR FROM POOL WALL.
NO DIVING
1
M1.0
3'
5'
10'
AMENITY
CENTER
4" MIN.
2.
6
4" MIN.
1.
0 1'
LICENSE # 56071
REGISTERED ENGINEER
3
TYPICAL DEPTH AND NO DIVING
MARKER DETAIL
SCALE: N.T.S.
NOTES:
1. REFER TO HARDSCAPE PLAN FOR POOL LOCATION INFORMATION.
PERIMETER FENCE SHALL BE INSTALLED PRIOR TO MARCITE APPLICATION.
2. POOL WET DECK SHALL HAVE A MIN. UNOBSTRUCTED WIDTH OF 4 FT. AROUND THE PERIMETER OF
POOL, LADDERS, HANDRAILS, AND GRABRAILS.
3. WET DECK SHALL HAVE A 2%-4% UNIFORM SLOPE AWAY FROM POOL TO PREVENT STANDING WATER.
4. THE CORNER INTERSECTIONS OF WALLS WHICH PROTRUDE OR ANGLE INTO THE POOL WATER AREA
SHALL BE ROUNDED WITH A MIN. RADIUS OF 2 IN.
5. ALL INSIDE POOL CORNERS SHALL BE A MINIMUM 90 DEGREE ANGLE.
6. POOL FENCE SHALL BE 48" TALL (MIN.) AND SHALL USE MEMBER SPACING THAT SHALL NOT ALLOW
45'-0"
B
M1.1
POOL COPING, REFER TO
HARDSCAPE PLANS
55'-6"
50'-6"
51'-6"
ACCESS GATES SHALL BE SELF-CLOSING, SELF LATCHING, AND OF 48 INCH MIN. HEIGHT WITH THE
LATCH LOCATED A MIN. OF 54 INCHES FROM THE BOTTOM OF THE GATE OR AT LEAST 3 INCHES
BELOW
THE TOP OF THE GATE ON THE POOL SIDE. GATES SHALL OPEN OUTWARD, AWAY FROM THE POOL.
8. ENSURE ALL POOL WALLS SHALL HAVE A CLEARANCE OF 15 FEET PERPENDICULAR TO THE WALL
9. DEPTH MARKINGS AND NO DIVING MARKINGS SHALL BE INSTALLED AS SHOWN WITH A MAXIMUM
PERIMETER DISTANCE OF 25 FEET.
10. SHOWER TO BE LOCATED WITHIN 20 FEET OF WATER'S EDGE OF POOL (EXACT LOCATION MAY VARY).
11.
DENOTES WATER DEPTH AT THAT LOCATION.
4
7.
4
1'-6"
CH
BEN
DEPTH & NO DIVING
1
MARKER (TYP.)
M1.0
R
1:24
4'-4"
13
C
M1.1
'-6
"
32'-01 4"
R16
5
'-0"
16"
R6'-0"
No.
0"
4'-0"
19'-0"
1:37.5
6" WIDE SLIP RESISTANT LANE
MARKERS (TYP.)
1:37.5
3'-73 8"
3'-6"
6
4'-6"
3'-9"
10'-0"
3'-73 8"
40'-67 16"
3
SAFETY LINES WITH FLOATS
AND CUP ANCHORS
A
M1.1
17'-0"
4'-0"
7'-6"
7'-6" (TYP.)
16"
1:24
9
"
'-0
3'-6"
3'-73 8"
11'-9116"
R5
'-
3
R6'-0"
R5
SELF-LATCHING &
SELF-CLOSING GATE
(TYP.)
3'-9"
10'-0"
3'-73 8"
2'-103 8"
5
20'-33
9
1
SLIDE
M4.0
20'-33
3
UNDERWATER
BENCH
3'-9"
3
9
2
M5.0
WOMEN'S
RESTROOM
RECESSED STEPS
AND GRABRAIL
(TYP. OF 3)
3'-6"
4'-6"
4
2'-79
25'-11"
28'-69
MEN'S
RESTROOM
16"
6
2'-79
16"
20'-107 8"
77'-0"
POOL
EQUIPMENT
ROOM
E
M1.1
16"
UNDERWATER LED LIGHT, 12V,
300W EQUIV. (TYP. OF 4)
3'-9"
3
1'-0"
BEAM
(TYP.)
D
M1.1
1'-0"
GUTTER
(TYP.)
1
M5.0
1'-6"
BENCH
7'-6"
6
SHOWER WITH
HOSE BIBB
RACING LINE &
CUP ANCHORS
24'-11"
27'-69
16"
Revision/Issue
Date
3
12" (TYP.)
STAINLESS
STEEL
HANDRAIL
(TYP. OF 2)
9
LAP LANE WALL
TARGET (TYP.
OF 4 EACH END
OF WALL)
1
M1.1
0
0
5'-0"
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
GEOMETRY & DEPTH
MARKING PLAN
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
M1.0
SCALE: 1/4" = 1'-0"
0
0.5
1
2
3
SCALE: 3/8" = 1'-0"
0
1
3
5
LICENSE # 56071
REGISTERED ENGINEER
77'-0"
38'-6"
POOL DECK (TYP.)
STAINLESS STEEL
HANDRAIL (TYP.)
4'-6"
WATER
DEPTH
WATER EL.
SLOPE
1:37.5
SLOPE
1:37.5
SECTION
A
M1.0 SCALE: 1/4" = 1'-0"
1'-6" (TYP.)
18" x 18" TILE CROSS
6" (TYP.)
POOL DECK (TYP.)
WATER EL.
LAP LANE FLOAT
LAP LANE WALL TARGET DETAIL
SCALE: N.T.S.
18" X 18" TILE CROSS (TYP.)
No.
5'-0"
WATER
DEPTH
SLOPE
1:24
SLOPE
1:24
6" x 6" BULLNOSE TILE LIP TO BE 2" ABOVE GUTTER
DRAINS. BACK OF GUTTER TO BE SLOPED TO DRAIN.
1'-0" 1'-0"
GUTTER LIP TO BE LEVEL (MAX 1/4" BETWEEN HIGH AND
7'-0"
POOL DECK (TYP.)
12'-0"
16'-0"
19'-0"
47'-0"
11 4"
DISTANCE FROM STEP EDGE
TO HANDRAIL TO BE 28" (MIN.)
VARIES
SEE PLANS
B SECTION
M1.0 SCALE: 3 8" = 1'-0"
STAINLESS STEEL HANDRAIL
1'-0" 1'-0"
POOL DECK (TYP.)
10"-12"
BEAM
6" x 6" BULLNOSE TILE ON GUTTER LIP.
CONTRACTOR MAY SUBSTITUTE WITH OWNER AND
ENGINEER APPROVAL. MIN. 2" TILE ON POOL WALL
IS REQUIRED.
REINFORCED CONCRETE FILL
3'-9"
ANCHOR SLEEVE
5" - 9"
9.5" 9.5" 9.5" 9.5"
#8 COPPER GROUND WIRE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE
2"
NWL
NOTE:
1. HANDRAIL MUST EXTEND LATERALLY
TO ANY POINT VERTICALLY ABOVE THE
BOTTOM STEP.
2" MIN. CONTRASTING COLOR TILE ALONG THE
FRONT EDGE OF BENCH SEAT ON THE
HORIZONTAL AND VERTICAL SURFACES.
BULLNOSE TILE MAY BE USED WHEN THE 3 4"
SEGMENT IS ON THE HORIZONTAL SURFACE
AND THE 2" SEGMENT IS ON THE VERTICAL
SURFACE. TILE SHALL BE SLIP RESISTANT. TILE
MUST BE CONTRASTING AND DARK IN COLOR.
1'-6"
SEE STRUCTURAL PLANS
12"
12"
12"
12"
STEP DETAIL
C
M1.0 3/8"=1'-0"
2. INTERMEDIATE STEPS SHALL HAVE
UNIFORM TREADS AND RISERS.
D BENCH SECTION
M1.0 SCALE: 3 " = 1'-0"
8
4'-6"
2" CONTRASTING DARK COLORED TILE (TYPICAL)
IF BULLNOSE TILE IS USED, WIDTH MAY BE
REDUCED TO 3/4" AT THE HORIZONTAL SURFACE
AND 2" SEGMENT IS PLACED ON THE VERTICAL
SURFACE. (TILE SHALL BE SLIP-RESISTANT)
TYPICAL WALL RETURN OR
EQUALIZER INLET PER CODE. MIN.
INLET DEPTH 12" BELOW NWL.
(VACUUM PORT MAX. DEPTH IS 15")
PERIMETER PIPING TO
HAVE CONTINUOUS
SLOPE TO COLLECTION
QUARTZ AGGREGATE
PLASTER FINISH
1'-6"
ESCUTCHEON
PLATE (TYP.)
NWL
2"
9
M5.0
2'-4" (MIN.)
1'-0"
GUTTER
Date
GUTTER DEPTH TO BE 6" MINIMUM
QUARTZ AGGREGATE PLASTER ON GUTTER BOTTOM
7'-6"
Revision/Issue
1'-6"
LIGHT FIXTURE & NICHE
R = 6" WHEN H = 3'-0"
RADIUS VARIES 3'-0"< H <5'-0"
R = 2'-6" WHEN H >= 5'-0"
NOTE:
THE UPPER PART OF POOL WALLS IN AREAS FIVE FEET DEEP OR LESS SHALL BE
WITHIN FIVE DEGREES OF VERTICAL FOR A MINIMUM DEPTH OF TWO AND ONE-HALF
FROM WHICH POINT THE WALL MAY JOIN THE FLOOR WITH A MAXIMUM RADIUS
EQUAL TO THE DIFFERENCE BETWEEN THE POOL DEPTH AND TWO AND ONE-HALF
FEET. THE UPPER PART OF POOL WALLS IN AREAS OVER FIVE FEET DEEP SHALL BE
WITHIN FIVE DEGREES OF VERTICAL FOR A MINIMUM DEPTH EQUAL TO THE POOL
WATER DEPTH MINUS TWO AND ONE-HALF FEET FROM WHICH POINT THE WALL MAY
JOIN THE FLOOR WITH THE MAXIMUM RADIUS OF TWO AND ONE-HALF FEET.
E WALL SECTION
M1.0 SCALE: 3 " = 1'-0"
8
4'-6"
WATER
DEPTH
2'-0" (TYP.)
1'-6"
1
M1.0
1'-6"
1'-6"
1'-6" (TYP.)
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
POOL SECTIONS
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
M1.1
NOTES:
1. POOL PIPING SHALL BE PRESSURE TESTED PRIOR TO COVER.
REFER TO GENERAL NOTES.
2. POOL PLUMBING SHOWN FOR SCHEMATIC PURPOSE ONLY.
PLUMBING SHALL BE INSTALLED IN MOST EFFICIENT MANNER
AS IS POSSIBLE TO AVOID OBSTRUCTIONS AND/OR
CONFLICTS (INCLUDING DECK DRAINS) WHILE MAINTAINING
ADHERENCE TO MECHANICAL DESIGN.
NORTH
SCALE: 1/4" = 1'-0"
0
2'
4'
8'
LICENSE # 56071
REGISTERED ENGINEER
12'
POOL DATA
4'-6"
PERIMETER....................................247 FT.
TOTAL VOLUME.....................61,614 GAL.
FLOW REQUIRED........................171 GPM
FLOW PROVIDED........................275 GPM
FEATURE FLOW..........................700 GPM
TURNOVER TIME.........................224 MIN.
BATHING LOAD....................55 PERSONS
7'-
LEGEND
18" x 18" MAIN DRAIN
4
WITH 10" OUTLET
M5.0
(TYP. 2)
7
1'-6 "
17'-9 16"
6"
DRAIN PIPE
EQUALIZER PIPE
FEATURE PIPE
GUTTER PIPE
RETURN PIPE
SUCTION PIPE
VACUUM PIPE
WATER PIPE
8'-6 7
8"
9'-
7'-
12'-0"
"
10
10
"
9'-
"
3 15
15 16
3
7'-
1
3 8
5'-45 16"
13
9'-
1'-
"
1
11
'-1 7
8"
"
7 6
1 1
16 "
9'-
1'-45 16"
STATIC LINE
FITTING W/
GRATE
14'-9"
11'-6"
14'-9"
14'-9"
14'-9"
8'-0"
14'-9"
No.
FLOOR INLET
3
(TYP. 16)
M5.0
VACUUM FITTING W/ COVER
(TYP. 3)
GUTTER DRAIN W/ GRATE,
(TYP. 16)
NOTE:
REFER TO SHEET M2.1
FOR DETAIL LAYOUT
Revision/Issue
Date
8'-0"
2'-11116"
14'-9"
14'-9"
11'-6"
10" WYE
8'-0"
SHOWER W/ HOSE BIBB.
POOL SHOWER TO BE
WITHIN 20' OF POOL WATER.
14'-9"
11'-6"
11'-6"
8'-0"
5
M5.0
2" EQUALIZER
(SEE M2.1 FOR
CONTINUATION)
11'-6"
COORDINATE 6" SLIDE
CONNECTION WITH SLIDE
MANUFACTURER'S
DRAWINGS)
8'-35 16"
12'-0"
5'-45 16"
8'-35 16"
16 "
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
POOL MECHANICAL PLAN
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
M2.0
NORTH
SCALE: 3/8" = 1'-0"
0
1'
3'
LICENSE # 56071
REGISTERED ENGINEER
5'
LEGEND
DRAIN PIPE
EQUALIZER PIPE
FEATURE PIPE
GUTTER PIPE
RETURN PIPE
SUCTION PIPE
VACUUM PIPE
WATER PIPE
NOTES:
1. REFER TO SCHEMATIC DIAGRAM FOR ALL
LOCATIONS OF VALVES, FITTINGS, ETC.
2. EXACT LOCATION OF ITEMS MAY VARY.
3. REFER TO MEP DRAWINGS FOR LOCATIONS
OF PLUMBING, HVAC, AND ELECTRICAL ITEMS.
8" GRAVITY BACKWASH LINE,
CONTRACTOR TO
COORDINATE CONNECTION
WITH CIVIL DRAWINGS
(2) 42" SAND FILTERS
11
M5.1
FLOWMETER (TYP. OF 2)
12
M5.0
TUBING
No.
Date
3' X 3' BACKWASH SUMP
CHEMICAL
ENCLOSURE
P-2
3200 GAL. FIBERGLASS
COLLECTOR TANK
HYDROCHLORITE AND ACID PUMPS
AND STORAGE SYSTEMS
11
M5.1
SALT CELL
P-1
SALT SYSTEM POWER BOX,
TRANSFORMERAND RECTIFIER BOX
3/8" COOLING LINE, SEE SALT
SYSTEM SCHEMATIC FOR DETAILS
1" POTABLE WATER FILL,
COORDINATE CONNECTION
WITH CIVIL / ARCH
DRAWINGS
WATER QUALITY
CONTROLLER
VFD DRIVES WITH 36"
CLEARANCE
8
M5.0
Revision/Issue
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
POOL EQUIPMENT ROOM
MECHANICAL PLAN
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
M2.1
AUTOFILL CONTROL BOX
TO SLIDE
AUTOFILL SENSOR
BACKWASH
SIGHT GLASS
BACKWASH CONTROL VALVE
4"
6"
LICENSE # 56071
REGISTERED ENGINEER
TO BACKWASH
DISPOSAL
SOLENOID VALVE
2" STATIC LINE
FROM POOL
1" POTABLE
LINE
P
V
1" MANUAL FILL
8"
2" OVERFLOW LINE
TO WASTE
S
6"
700
GPM
P-2
3"
42" DIA.
SAND
FILTER
RECIRCULATION PUMP
8" GUTTER DRAIN
3,200 GAL.
COLLECTOR TANK
P
P
V
10" MAIN DRAIN
6"
S
10" MAIN DRAIN
4"
275
GPM
P-1
3"
RECIRCULATION PUMP
3"
1
2"
4"
4"
SAMPLE TAP
42" DIA.
SAND
FILTER
4"
1-1/2"
1-1/2"
TUBING
SALT SYSTEM
SI
G
NA
TUBING
1"
L
O
UT
RECIRCULATION SYSTEM SCHEMATIC
NTS
ACID FEEDER
AND TANK
POWER BOX,
TRANSFORMER
AND RECTIFIER
SAMPLE FLOW
CELL
3/8" WATER COOLING LINE
ORP
HYPOCHLORITE
FEEDER AND
TANK
pH
T
U
LO
NA
SIG
CELL
T
L
NA
G
I
S
OU
ORP / pH
CONTROLLER
REFER TO
POOL DETAILS
FILTER
3/8" WATER
COOLING LINE
TO RETURN
INLETS
1-1/2"
PUMP
SALT SCHEMATIC
No.
VALVE LEGEND
BUTTERFLY VALVE
CHECK VALVE
BALL VALVE
REDUCER
FLOW METER
PUMP
NOTES:
1.
CHEMICAL FEED TUBING TO BE MOUNTED ON WALL AND RUN FROM FEED
PUMP TO FILTER DISCHARGE WITH APPROPRIATE FITTINGS.
2.
INSTALL PRESSURE GAUGES ON INFLUENT AND EFFLUENT SIDES OF FILTER
AND ON ALL PUMP SUCTIONS AND DISCHARGES. GAUGE ON PUMP SUCTION TO
BE COMPOUND-TYPE.
3.
INSTALL FLOW METER WITH STRAIGHT RUNS OF 10x PIPE DIAMETER ON THE
UPSTREAM SIDE AND 5x PIPE DIAMETER ON THE DOWNSTREAM SIDE.
(NOTE DOES NOT APPLY TO SIGNET FLOW METERS)
SOLENOID VALVE
CONTROLLED BY ORP
POOL DATA
SAMPLE FLOW CELL
4.
MULTIPORT VALVE
P
V
T
PRESSURE GAUGE
VACUUM GAUGE
THERMOMETER
5.
6.
7.
8.
S
STRAINER
LAYOUT SHOWN IS INTENDED FOR SCHEMATIC PURPOSES ONLY. ACTUAL
EQUIPMENT ARRANGEMENT MAY VARY. INSTALL EQUIPMENT TO PROVIDE
ADEQUATE WORKING CLEARANCES.
FILTERS TO BE SUPPLIED WITH PRESSURE RELIEF VALVES, DIFFERENTIAL
PRESSURE GAUGES AND BACKWASH SIGHT GLASSES.
ALL EQUIPMENT COMING IN CONTACT WITH POOL WATER TO BE CERTIFIED BY
NSF OR CERTIFIED BY THE MANUFACTURER TO BE LEAD FREE.
INTERNALS OF CAST IRON PUMPS TO BE EPOXY COATED.
ROUTE SAMPLE FLOW CELL DRAIN TO FLOOR DRAIN OR PUMP SUCTION.
PERIMETER....................................247 FT.
TOTAL VOLUME.....................61,614 GAL.
FLOW REQUIRED........................171 GPM
FLOW PROVIDED........................275 GPM
FEATURE FLOW..........................700 GPM
TURNOVER TIME.........................224 MIN.
BATHING LOAD....................55 PERSONS
NTS
Revision/Issue
Date
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
RECIRCULATION SYSTEM
SCHEMATIC
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
M3.0
SCALE: 3/8" = 1'-0"
0
1
3
5
2"
8'-2"
LICENSE # 56071
REGISTERED ENGINEER
ELEVATION VIEW
SCALE: 3 8" = 1'-0"
26'-4"
5'-11"
SLIDE TOWER TO BE
EQUIPPED WITH LOCKING
GATE TO PREVENT ENTRY
WHEN SLIDE IS NOT
IN OPERATION OR WHEN
POOL IS CLOSED.
3
9
DRAWING PROVIDED BY: NATURAL STRUCTURES
MODEL:
8
1815-36LH68-4R62-0824E00
FLUME RUN: 67' - 0"
CENTERLINE RUN: 55' - 3"
SIZE OF FLUME: 36" INSIDE DIAMETER
2'-0"
7
6
4
COORDINATE INSTALL WITH MANUAL FROM MANUFACTURER.
5
NOTES:
1. COORDINATE STRUCTURAL REQUIREMENTS FOR SLIDE
WITH NATURAL STRUCTURES AND SLIDE SUBMITTAL
DRAWINGS.
2. SLIDE FEED LINE = 6". COORDINATE FEED LINE
CONNECTION WITH SLIDE SUBMITTAL DRAWINGS.
PROPERLY SECURE LINE TO SLIDE TOWER.
1
POOL EDGE
PLAN VIEW
5'-0" MIN
SCALE: 3 8" = 1'-0"
No.
WATER RECOMMENDED: 500 - 700 GPM
16'-6 1/2"
2
SLIDE PLATFORM HEIGHT: 8' - 0"
SLIDE ENTRANCE HEIGHT: 8' - 0"
STAIR CONFIGURATION:
8" RISE / 8" RUN / 24" WIDE
WATER DEPTH: 3' (WITHIN 6" OF WATER LEVEL)
Revision/Issue
Date
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
SLIDE DETAILS
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
M4.0
ESCUTCHEON
PLATE (TYP.)
GRABRAIL
REFER TO
MECH. PLANS
28" (MIN.)
2" GREATER
THAN
INLET
DIAMETER
WATER LEVEL
ANCHOR (TYP.)
VANDAL PROOF
ANCHORING SCREWS
QUARTZ AGGREGATE
POOL FINISH
ADJUSTABLE FLOOR INLET.
AFTER FULL CLOSE, BACK OPEN
1/2 TURN. (FLOOR INLETS SHALL
BE FLUSH WITH POOL FLOOR.)
NON-SHRINK GROUT
RECESSED CUP ANCHOR
LANE MARKER
WATER LEVEL
OR FLOATS
CABLE
LICENSE # 56071
REGISTERED ENGINEER
1.5 X PIPE
DIA. (MIN.)
POOL
FINISH
NWL
POOL DECK
VGB-COMPLIANT
GRATE, SIZE PER
MECHANICAL
DRAWINGS
12"
(MAX.)
2" I.P.S. HYDROSTATIC
RELIEF TUBE
12"
(MAX.)
3" MIN.
12"
(MAX.)
NO PART OF THE CUP
ANCHOR SHALL
PROTRUDE INTO POOL
WATER STOP FLANGE
TREAD WIDTH: 5" MIN.
TREAD LENGTH: 12" MIN.
INLET PIPING
SLIP RESISTANT
RECESSED STEP
(TYP. OF 3)
POOL WALL
MAIN DRAIN TO
COLLECTOR TANK
LAP LANE
1
M1.0 SCALE: N.T.S.
ANCHOR AND FLOATING LANE MARKER DETAIL
2
RECESSED
M1.0 SCALE: N.T.S.
NOTE:
SEE STRUCTURAL DRAWINGS FOR
CONDITION OF SHELL AT INLET.
2'-8 15 16 "
NOTE: INSTALL RAILS SO AS
TO ENSURE 4'0" MIN. FREE
DECK SPACE BEHIND RAIL.
FIBERGLASS DRAIN
SUMP
24" DEEP GRAVEL
SUMP FILLED WITH
3/4" GRAVEL (@
RELIEF TUBE ONLY)
1'-8"
6"
STEPS AND GRAB RAIL DETAIL
POOL FLOOR
3
M2.0 SCALE: N.T.S.
REFER TO
STRUCTURAL PLANS
2" I.P.S.
COLLECTION TUBE
INLET DETAIL
NOTE:
1. OUTLET MAY ALSO BE MOUNTED IN SUMP BOTTOM
2. REFER TO STRUCTURAL DETAILS FOR ADDITIONAL
REINFORCEMENT AROUND SUMP
TYPICAL POOL
4
M2.0 SCALE: 3/4" = 1'-0"
MAIN DRAIN DETAIL
SECURING WIRE
NON-SHRINK GROUT
1 1/2" OR 2" SLEEVE
DESIGN WATERSTOP
FITTING (TYP.)
SHOTCRETE/
GUNITE SHELL
1 1/2" OR 2" SLEEVE DESIGN
WATERSTOP FITTING (TYP.)
(INSTALLED FOLLOWING
SHOTCRETE/GUNITE PLACEMENT)
POOL RETURN
FITTING (TYP.)
BACKWASH OR WASTE LINES
TO DISCHARGE TO STORM OR
SANITARY SEWER SYSTEM
THROUGH 6" MINIMUM AIR GAP
1 1/2" OR 2" PVC
VACUUM
FITTING
REBAR
POOL WALL
OVERFLOW LINE
CONNECTION OR TIE IN
TO STORM/SANITARY
SEWER LINE
POOL WALL
NOTE: SIMILAR CONDITION FOR VACUUM AND
STATIC LINE PENETRATIONS
NOTES:
1. SIMILAR CONDITION FOR VACUUM & STATIC LINE PENETRATIONS.
2. THIS METHOD ACCEPTABLE FOR SHOTCRETE/GUNITE IF VOIDS BEHIND
WATERSTOP FLANGE ARE AVOIDED DURING CONCRETE INSTALLATION.
TYPICAL VACUUM
5
M2.0 SCALE: N.T.S.
FITTING DETAIL
TYPICAL WATER
6
M2.0 SCALE: 3" = 1'-0"
STOP FITTING (SHOTCRETE/GUNITE CONST.)
TYPICAL WATER
7
M2.0 SCALE: 3" = 1'-0"
STORM SEWER INLET
STRUCTURE OR
LARGE PIPE
STOP FITTING (POURED-IN-PLACE CONST.)
1'-6"
RAIL ANCHOR
FOOTING THICKNESS 8"
(2) #3 DOWELS
1'3" MAX. LENGTH
5xD
10 x D
8"
AS REQ'D.
D = DIAMETER OF PIPE
NOTE:
DIMENSIONS INDICATED
ARE MINIMUMS. REFER
TO MANUFACTURER.
8"
12" POOL
BEAM
8"
#3 DOWELS. EXTEND
INTO BEAM AS SHOWN
DIRECTION
OF FLOW
ELEVATION
NEAREST FITTING
PLAN
STANDARD
9
M1.1 SCALE: N.T.S.
RAIL ANCHOR FOOTING DETAIL
10 PITOT
M2.1 NTS
TUBE FLOW METER
NEAREST FITTING
TYPICAL AIR
8
M2.1 SCALE: N.T.S.
GAP DETAIL
PROPOSED GRADE
BY OTHERS
TO STORM OR
SANITARY SEWER
SYSTEM
P-TRAP REQUIRED
FOR SANITARY
LINES
No.
112" OR 2" PVC,
STUB PAST SHELL
6" MIN
NO LEAK
FLANGE
1'-3" MAX.
NWL
POOL RETURN
FITTING (TYP.)
Revision/Issue
Date
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
MECHANICAL DETAILS
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
M5.0
LICENSE # 56071
REGISTERED ENGINEER
FILTER DRAWINGS PROVIDED BY:
NEPTUNE BENSON
48" MAX. O.D.
BASE
3'-7" TANK O.D.
3'-7" TANK O.D.
FILTER GAUGE PANEL
48"
1/4" NPT (nearside) FOR
INFLUENT GAUGE CONN.
FIELD NOTE:
TO MAINTAIN CRITICAL TANK SPACING AND TO AVOID
DAMAGE TO FACE PIPING, INSTALL EFFLUENT
MANIFOLD ON TANKS PRIOR TO LOADINGMEDIA OR
ANCHORING TANKS.
85 8"
4" FROM PUMP
4" TO POOL
FRONT ELEVATION
NOTE:
1. FILTER TANK IS CONSTRUCTED OF HIGH STRENGTH FIBERGLASS AND POLYESTER
RESINS WITH EXTERIOR SURFACES UV STABILIZED GEL COAT.
2. DESIGN PRESSURE IS 50psi, HYDROSTATICALLY TESTED TO 1.1 X WORKING PRESSURE
AND DESIGNED WITH A 4:1 SAFETY FACTOR.
3. UNDERDRAIN AND OVERDRAIN SYSTEMS ARE FACTORY INSTALLED AND SECURED
FOR SHIPMENT. USE CAUTION WHEN MOVING TANK TO PREVENT DAMAGE TO THE
SYSTEMS.
4. USE EXTREME CARE WHEN LOADING MEDIA TO PREVENT ANY DAMAGE TO INTERNAL
PIPING.
5. ALL FACE PIPING IS SHOP FITTED, ASSEMBLED AND KNOCKED DOWN INTO
SUBASSEMBLIES PRIOR TO SHIPMENT.
6. USE FLAT WASHERS UNDER BOLT HEADS AND NUTS AT ALL FLANGES.
7. ALL FILTER FACE PIPING SHALL BE SUPPORTED TO PREVENT SAGGING OR
BREAKAGE. SUPPORTS ARE NOT SUPPLIED BY NEPTUNE-BENSON. USE INDUSTRY
GUIDELINES FOR RECOMMENDED SPACING AND TYPES OF SUPPORTS SEE
INSTALLATION AND OPERATION INSTRUCTIONS FOR ADDITIONAL INFORMATION.
8. MEDIA QUANTITIES ARE INDICATED FOR INFORMATIONAL PURPOSES ONLY.
9. IF USING MEDIA OTHER THAN SUPPLIED BY NEPTUNE-BENSON, INC., THE MEDIA MUST
CONFORM TO THE REQUIREMENTS OF NSF STD. 50.
10. THIS FILTER SYSTEM IS LISTED TO NSF STD. 50, 5-20 GPM/SQ.FT. RATE.
MIN. BACKWASH RATE = 135 G.P.M.
MAX. BACKWASH RATE = 180 G.P.M.
MEDIA REQUIREMENTS
.45mm-.55mm SAND = 9 CU.FT.
1/4" x 1/8" GRAVEL = 3 CU.FT.
11"
4" TO
POOL
PLAN VIEW
FILTER FLOW RATE = 90-360 G.P.M.
FILTER AREA = 18.0 SQ.FT.
FILTRATION RATE= 5-20 GPM/SQ.FT.
DO NOT OVERFILL
FILTER WITH MEDIA
3" BACKWASH
VALVE
(SHIPPED LOOSE)
1'-29 16"
5'-07 16"
1'-4"
SIGHT
GLASS
3"
BACKWASH
DESIGN DATA
BACKWASH FLOWRATES
4" FROM
PUMP
1112"
48" MAX. O.D.
BASE
NOTE:
CUSTOMER TO
CONFIRM FILTER WILL
FIT THROUGH
DOORWAY BASED ON
TANK MAX O.D.
8"
.45mm-.55mm SAND
GRAVEL TO TOP OF LATERALS
DRAIN
1/4" NPT (topside) FOR
EFFLUENT GAUGE CONN.
SIDE ELEVATION AND PARTIAL SECTION
11 FILTER DETAIL
M2.1 SCALE: N.T.S.
10'-0"
5'-112"
No.
BUTTERFLY VALVE
(ALL PUMPS)
BUTTERFLY VALVE
(NOT INSTALLED ON
SELF-PRIMING PUMPS
WHICH ARE NOT
FLOODED-SUCTION) (U.N.O.)
CHECK VALVE
(ALL PUMPS)
CONCENTRIC
REDUCER
WATER
SEAL
5" PIPE
DIA. MIN.
CENTRIFUGAL
PUMP WITH
S/S ANCHOR
BOLTS
PLAN VIEW
FIBERGLASS
STRAINER WITH
INTEGRAL
ECCENTRIC
REDUCER
(U.N.O.)
CONCRETE
PAD
CONCRETE PAD
COMPOUND GAUGE WITH STOP
COCK AT PUMP FLANGE GAUGE
TAPPING (TYPICAL)
NOTE:
1. IF REDUCER IS INSTALLED ON PUMP SUCTION, USE ECCENTRIC REDUCER.
LEFT SIDE VIEW
11 COLLECTOR
M2.1 SCALE: N.T.S.
TANK DETAIL
12 TYPICAL
M2.1 N.T.S.
PUMP DETAIL
PRESSURE GAUGE WITH STOP COCK
FRONT VIEW
Date
FLEX COUPLING
SPOOL PIECE
MIN. 12"
8'-0"
CT3000
Revision/Issue
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
MECHANICAL DETAILS
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
M5.1
NORTH
SCALE: 1/8" = 1'-0"
0
4'
8'
16'
LICENSE # 56071
REGISTERED ENGINEER
24'
NOTES:
1) SEE 9/S1.2 FOR TYP REINFORCING AT WALL CORNERS.
2) SEE 3/S1.2 FOR TYP REINFORCING AROUND WALL AND FLOOR
OPENINGS. COORD OPENING LOCATIONS W/ MECH. DRAWINGS.
3) SEE 5/S1.2 FOR TYP REINF DETAIL AROUND LIGHTS. COORD
LOCATIONS W/ MECH DRAWINGS.
4) SEE MECH DRAWINGS FOR POOL DIMENSIONS & ELEVATIONS.
COORD POOL LOCATION W/ SITE PLAN.
5) SEE DETAIL 8/S1.2 FOR TYP FLOOR INLET DETAIL. COORD
LOCATIONS W/ MECH DRAWINGS.
6) ALL FINISHING ELEMENTS SHALL BE ATTACHED PER
SUPPLIER'S INSTRUCTIONS (WHERE APPLICABLE).
FLOOR
INLET SECTION
POOL BEAM (TYP.)
POOL GUTTER (TYP.)
TYP. REINF. AT
MAIN DRAINS (TYP.)
TYP. REINF. @
LIGHT NICHE
OPENINGS (TYP.)
REINFORCING AT WALL
CORNERS (TYP.)
6" CONCRETE SLAB-ON-GRADE
W/ #4 @ 12" OVER COMPACTED FILL.
T/SLAB EL. VARIES, REFER TO
GEOMETRY PLAN FOR POOL DEPTHS.
TYP. REINF. @ WALL
PENETRATIONS FOR
ANCHORS
COORD. SLAB
PENETRATIONS
W/ MECH. DWGS. (TYP.)
No.
SLAB EXPANSION JT.,
CONTINUE UP POOL
WALL (TYP. 2)
Revision/Issue
Date
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
POOL STRUCTURAL PLAN &
GENERAL NOTES
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
S1.0
LICENSE # 56071
REGISTERED ENGINEER
POOL DECK
PER ARCH.
NOSING PER
POOL DWGS.
(TYP.)
#4 DOWEL
@ 12" OC
NOTE: IN AREA OF WATERFALL WHERE POOL
BEAM SUPPORTS ROCK, POOL WALL SHALL BE
8" WITH #4 @ 6" O.C. VERT, #4 @ 12" O.C.
HORIZONTAL.
POOL FLOOR
REINF. PER PLAN
No.
#4@8" OC EW
POOL FINISH
PER POOL
DWGS.
Revision/Issue
Date
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
SECTIONS & DETAILS
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
S1.1
NOTES:
ELECTRICAL INFORMATION SHOWN APPLIES TO POOL EQUIPMENT ONLY. FOR INFORMATION ON
OVERHEAD LIGHTING OR OTHER ELECTRICAL ITEMS, REFER TO ELECTRICAL ENGINEERING
DRAWINGS.
2.
GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES
250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO
ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND
DECK REINFORCING BARS AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND
680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO
POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT
ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL
PARTS WITHIN 5' OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED
PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS (I.E. FOR
TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE
ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, CONTACT ENGINEER BEFORE
PROCEEDING.
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 5' HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS
NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES
SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20'
OF THE POOL SHALL HAVE GFCI PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL
BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS
SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM WATER LEVEL.
RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL EQUIPMENT, IF
APPLICABLE.
6.
ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125-VOLT 15- OR 20-AMPERE
RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT
LESS THAN 10 FT. FROM AND NOT MORE THAN 20 FT. FROM THE INSIDE WALL OF THE POOL. THE
RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT. 6 IN. ABOVE THE FLOOR, PLATFORM, OR
GRADE LEVEL SERVING THE POOL (NOT APPLICABLE TO INDOOR POOLS WHERE COMPLIANT
RECEPTACLES ARE AVAILABLE).
7.
AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING SURFACES
WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL
PERIMETER. THE BONDING GRID MAY BE COMPOSED OF STEEL REINFORCING RODS (REBAR), OR
#8 BARE, SOLID COPPER CONDUCTORS. 6 X 6 X 10 WELDED WIRE FABRIC (MESH) IS ACCEPTABLE
WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE
LISTED DEVICES AND/OR #8 SOLID COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED
DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER. THE INSTALLATION MUST BE IN
ACCORDANCE WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC) - LATEST AND THE FLORIDA
BUILDING CODE (FBC) - LATEST W/ AMENDMENTS.
8.
THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN NOTE #8,
ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18
INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA. THIS IS DEFINED A
PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C) OF THE NEC (2011),
NFPA 20, ADOPTED BY REFERENCE WITHIN FBC.
5'
BONDING
CONDUCTOR
REFER TO NOTE #7
NOTES:
1. TRANSFORMER AND RECEPTACLE LOCATIONS
ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO REVIEW HARDSCAPE PLANS
FOR EXACT LOCATIONS.
2. REFER TO ELECTRICAL PLANS FOR LIGHTING
CIRCUIT INFORMATION.
3. GFI RECEPTACLE LOCATIONS NOT SHOWN.
REFER TO ELECTRICAL PLANS.
TO GROUND FAULT CIRCUIT
INTERRUPTER THEN TO POWER
SOURCE WITH TRANSFORMER
ELECTRICAL PLAN
4'-0" MIN.
JUNCTION BOX
INCOMING POWER SUPPLY
SERVICE PANEL
POOL LIGHT
NEUTRAL BAR
TO GROUND
PUMP
MOTOR
NEUTRAL
BAR
FLEXIBLE CORD
GROUNDING TERMINAL
3 CONDUCTOR
H-N-G
#8 BOND TO
STRUCTURAL STEEL
GROUND BAR
CONTROL PANEL
#8 BOND IN
PVC CONDUIT
TYPICAL GROUNDING SCHEMATIC
N.T.S.
RIGID, IMC OR NON METALLIC
CONDUIT
LADDER, HAND RAIL,
DIVING BOARD, ETC...
BRASS OR NON METALLIC
CONDUIT OR APPROVED
EQUIVALENT
#8 BOND TO
STRUCTURAL
STEEL
JUNCTION BOX (IF USED)
TRANSFORMER
POOL LIGHT
NWL
GROUND BAR
TRANSFORMER
LICENSE # 56071
REGISTERED ENGINEER
10'
3' MIN.
FROM
INSIDE
WALL
COORDINATE LENGTH OF LIGHT CORDS WITH DISTANCE TO TRANSFORMER AND/OR POWER
SUPPLY. CORD LENGTH MAY REQUIRE ADJUSTMENT OF VOLTAGE AT STEP-DOWN TRANSFORMER
TO AVOID EXCESSIVE VOLTAGE DROP. IF SO, PROVIDE TAPS FOR TRANSFORMER AS REQUIRED.
5.
3'
BONDING
CONDUCTOR
REFER TO NOTE #8
12V LED
UNDERWATER
LIGHT (TYP. OF 4)
18" MIN.
4.
0 1'
5"
MIN.
3.
NORTH
SCALE: 3/16" = 1'-0"
UNDERWATER LIGHTS SHALL BE UL LISTED AND
COMPLY WITH NEC AND SHALL FEATURE AN
INJECTION MOLDED PVC SHELL. SHELL SHALL HAVE
A 1" NPT CONDUIT WITH OPENING PACKING GLAND.
LIGHT SHALL BE HOUSED IN A THERMOPLASTIC
ENCAPSULATION BOLTED TO A THERMOPLASTIC
HEATER CASE
METAL CONDUITS
OR PIPING SYSTEM
POOL
REINFORCING
STEEL
CONTROL PANEL
XXXXX
XXXXX
LOW
LEVEL
A
XXXXX
XXXXX
XXXXX
LOW
LEVEL
A
PUMP MOTOR
WALL SYNTHETIC GASKET. LENS SHALL BE
PRISMATIC IN FUNCTION.
SS LIGHT FIXTURE &
NICHE W/ 12V LED LAMP
#8 AWG PRESSURE GROUND
CONNECTOR TO COMMON
BONDING WITH REINFORCING
STEEL OR PLUMBING
1
E1.1
TYPICAL POOL LIGHT DETAIL
N. T. S.
TYPICAL BONDING
SCHEMATIC
N.T.S.
No.
1.
Revision/Issue
Date
PH 904-223-9773 FX 866-832-9236
Project Name
APARTMENTS POOL
SHEET TITLE
POOL ELECTRICAL
PLAN AND DETAILS
DESIGNED BY
HWB
DRAWN BY
JBB
CHECKED BY
HWB
Project
14022
Date
OCT. 2014
Scale
AS NOTED
Sheet
E1.0

YULEE, FL FOR

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