HomeMy WebLinkAboutFord PlanDetermine Minimum System Flow Rate: (35 gpm per Skimmer)
1. Pool Volume Calculation: 300 ft' (SurfArea) x 3.15 ft (Avg. Depth) x 7.48 gaVft3= 7,069 gal
2. Determine Flow Rate: 7,069 gal / 360 min = 19.6 gpm + 0 gpm = 19.6 gpm
(Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow)
3. Determine Pipe Sizes:
Trunk Piping to be 2.5" to keep velocity at 8fps max. at 117 gpm Maximum System Flow Rate
Return Piping to be 2.0" to keep velocity at 8fps max. at 82 gpm Maximum System Flow Rate
System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See Detail at Right)
Pump Model: VSFHP1.65 H.P.: 1.65HP
Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed.
Filter Make: CS 200 Size: 200
Filter min. area based on 6 hr turnover flow rate (pool flow rate calculated above)
Divide gpm by the following factors: Cartridge - 0.375, Sand - 15 or D.E. - 2
Time Controller Make: Intermatic Model: PE 35300
POOL RETURN PIPING
POOL TRUNK PIPING -
POOL EQUIPMENT
8 fps
GPM
Loss (fUft)
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117
181
VS-FHP1.0 PERFORMANCE CURVES
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2750RRM
1000 "M
20
1730RPM
70
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FLOW GPM
POOL PUMP CURVE
0.09 NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS
0.07 REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS.
SELECTED EQUIPMENT CALCULATIONS
N.T.S.
GRATE TO BE ATTACHED
HYDROSTATIC WITH SCREWS
LINE (1-1/2")
3/4" ROCK BED (MIN 3YDS.
ROCK TO STABILIZE SOIL)
WELL POINT
THREADED REMOVE GRATE AND WELL POINT LINE FROM
PVC PIPE MAIN DRAIN, AND ATTACH AUX. PUMP LINE
WHEN EMPTYING
WELLPOINT
N.T.S.
7r, ff 11 in
4' Safety barrier
To meet code
18" 1 12" MIN. 1 12" MIN.
12" MAX.
' 12" MAX.
12" MAX.
SEE TYPICAL WALL SECTION
FOR REINFORCEMENT
NOTE: ALL STAIRS SHALL BE UNIFORM IN HEIGHT EXCEPT FOR THE TOP
AND BOTTOM RISE WHICH MAY VARY FROM THE UNIFORM HEIGHT.
STAIRS DETAIL
N.T.S.
4" THICK CONCRETE SLAB 6x6 - Wl ANV1.4
1:3 MAX. SLOPE
WWM OR FIBERMESH OR PAVER DECK W/
EXISTING SOILS COMPACTED TO 95% MAX.
T FLAT
DECK WIDTH VARIES
COMPACTION
6" WATERLINE TILE
4"
2-#3 BARS AT TOP
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TIED TO VERT. STEEL
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WIDTH VARIES FROM 4" - 6"
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NOTES: 1.) WALLS UNDER V IN HEIGHT MAYBE 4" THICK W/ #3
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BARS @12" O.C.E.W. CENTERED IN CONCRETE
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2.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK.
HOWEVER, ANY FOOTER MUST BE DESIGNED BY
PLASTER FINISH,
OTHERS
GEM COAT OR
3.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED
EQUIVALENT
PER WALL OPTIONS TABLE BELOW
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4.) THIS DECK DESIGN IS NOT INTENDED TO BE
SUFFICIENT FOR SCREEN ENCLOSURE. ANY LOAD
REQUIREMENTS FOR ADDITIONAL STRUCTURES
SHALL BE DESIGNED BY OTHERS •:
STEEL TEX. OR • •
EQUIVALENT
6"
#3 BARS @ 12" O.C. E.W.
CENTERED IN CONCRETE
TYPICAL WALL AND DECK SECTION
(MAX. 6' HEIGHT)
N.T.S.
VERT. REINFORCEMENT
MAXIMUM WALL HEIGHTS
#3 BARS @ 12" O.C.
N/A
N/A
N/A
V - 6"
#3 BARS @ 9" O.C.
N/A
N/A
6' - 6"
T - 0"
#3 BARS @6"O.C.
6'-6"
7'-0"
7'-6"
8'-0"
#3 BARS @WO.C.
7'-6"
8'-0"
8'-6"
9'-0"
REQ. WALL THICKNESS
4" THICK
5" THICK
6" THICK
8" THICK
HORIZ. REINFORCEMENT
#3 BARS @ 12" O.C.
#3 BARS @ 12" O.C.
#3 BARS @ 9" O.C.
#3 BARS @ 6" O.C.
T-6„
ALTERNATE WALL OPTIONS
(WALL HEIGHT GREATER THAN 6')
N.T.S.
20'-0"
18'-0" 1 2'-0"
WATER LINE
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5'-0"
7 W 1
3 MAX. 110SLOPE
MAIN DRAIN MAX. (TYP.)
LOCATION
ITUDINAL POOL SECTION
N.T.S.
Pool:
Pool Area: 300 sq ft Per: 70 In ft
Depth: 3'6" to 5' IA:
Spa: Per:
Access: West
Equipment:
Equipment:
Filter: Jandy 200
Pump: Jandy Flo Pro Pump
Model:1.65 HP VS
Jet Pump: None
Valves: Jandy Never lube
Heater: None
Salt System - None
Finishes:
Deck Area: 246 sq ft
Pads: 1 equip. D.O.D.: 00'
Risers: Turndowns:0
Sleeves: 0 - VB 2-BB 1 - UMB
Interior: Standard gem finish
Deck: Concrete with texture/paint
Tile: (6x6)
Plumbing:
Skimmer:1 Drains: 1 channel
Returns:3 AWL: 0
Vac Line:1 Cleaner: 0
Bubbler:2 Location:
Features: Sun Shelf 5' x15"
Electrical:
Light: 1 LED Fiber Opt: 0
Brass: J-Box: 1w/ outlet
Light mod. Motor mod: 0
Features:
Pool side alarm to meet code.
4' Safety barrier to meet code.
STAINLESS STEEL
HANDRAIL (SAME
BONDING FOR LADDER)
POOL DECK
CONNECT #8 BARE AWG
COPPER WITH APPROVED
BOND CLAMP
6" MAX.
MIN. #8 BARE AWG
COPPER AROUND
f'
PERIMETER OF POOL
18"-24"
MIN. FOUR (4)
CONNECTIONS (ONE
CONNECT PERIMETER -`
GROUND WIRE TO -•
GROUND SYSTEM =
EACH SIDE) W/ #8 BARE
AWG COPPER W/
APPROVED CLAMPS
CONNECT #8 BARE AWG
COPPER WITH APPROVED
"
BOND CLAMP
•
LIGHT NICHE
NOTE: BONDING PER 250.8 AND 680.26(B) OF
NFPA 70, NATIONAL ELECTRICAL CODE.
EQUIPOTENTIAL BONDING
GRID
DETAIL
WASTE (RETAIN
ON SITE)
PUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
CALCULATIONS)
FILTER SYSTEM
W/PRESSURE
GAGE AND AIR
RELEASE VALVE
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LEGEND
W CHECK VALVE
N 2-WAY VALVE
-► FLOW DIRECTION
N.T.S.
MAIN RETURN LINE
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POOL
NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS
PLUMBING DIAGRAM
N.T.S.
WP MANUAL STARTER
SWITCH (TYP.) 3 -#12 WIRES IN 3/4" CONDUIT
TO PUMP
-► TO PUMP 2 (IF APPLICABLE)
TO ELEC. SERVICE VIA WATER PROOF PANEL TO BLOWER (IF APPLICABLE)
G.F.I. NO MORE THAN 20' FROM POOL TO HEATER (IF APPLICABLE)
EDGE AND NOT WITHIN 10' OF POOL EDGE
3 #8 WIRES IN 1" CONDUIT
JUNCTION BOX 3 -#12 WIRES IN 3/4" CONDUIT
WATERLINE
18" MIN.
12V LIGHT W/ -
LOW WATER
CUTOFF DEVICE
N. SPST TOGGLE SWITCH
12V TRANS.
1" NON -CORROSIVE CONDUIT
- POOL WALL AND DECK
(SEE TYPICAL SECTION)
ELECTRICAL DIAGRAM
N.T.S.
6'-9'
0'-3'
3'
ANGLE OF REPOSE = 1.5:1
8" THICK WALL W/ #3 1
BARS @ 6' O.C.E.W.
6" THICK WALL W/#3 REBAR @ 12" O.C.E.W.
5" THICK WALL W/#3 REBAR @ 12" O.C.E.W.
NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS
OUTSIDE OF THE ANGLE OF REPOSE
ANGLE OF REPOSE
N.T.S.
- POOL DECK WATER LINE
18"
BEAM
SWIMOUT DEPTH DETAIL
N.T.S.
GENERAL NOTES
1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH
28 DAY STRENGTH OF 2500 PSI.
2. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60
3. PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL.
4. POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE
COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL
BE REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12" LIFTS.
5. ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURBED. ALL
FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98%OF MAXIMUM DENSITY.
6. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING
STRUCTURES AFFECTED BY THE CONSTRUCTION. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR
THE SAFETY OF EXISTING STRUCTURES.
7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND
RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND
ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT
SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS.
8. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS
AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A MINIMUM OF 10 FEET
FROM OPEN WATER.
9. ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES.
10. WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE TAKEN.
NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY.
11. PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS REFERRING TO
PATIO DESIGN ARE NOT APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO
PAVEMENT DESIGN.
12. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER.
13. THE SWIMMING POOL HAS BEEN DESIGNED TO BE COMPLIANT WITH THE 2017 FLORIDA BUILDING CODE 6TH
EDITION, AS WELL AS THE 2014 NATIONAL ELECTRIC CODE, ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT.
14. BASE MATERIAL THICKNESS MUST BE 125% OF CONCRETE FASTENER EMBEDMENT.
15. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR
MAINTENANCE IN ORDER TO PREVENT FAILURE.
16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2017-R4501.6.3
17, POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17
18. SKIMMERS TO COMPLY WITH FBC 2017-450111.2
19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2017-114501
21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS UNLESS
OTHERWISE NOTED.
2014 NEC POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
REQUIREMENTS APPLY TO EXISTING POOLI
DOESNT APPLY TO
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REPLACEMENTS/ADDITIONS AND NEW
COMMERCIAL POOLS
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CONSTRUCTION
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IS THE PUMP MOTOR USED TO FILTER WATER?
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CANNOT BE SPLIT -PHASE, SHADED
DOESNT APPLY TO
POLE OR CAPACITOR
CIRCULATION WITHOUT
START -INDUCTION TYPES
FILTRATION
IS THE TOTAL HORESPOWER ONE OR LARGER?
TOTAL HP = PUMP HP x SERVICE FACTOR
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ALSO FOLLOW THESE REQUIREMENTS:
SINGLE SPPED PUMP
- PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS.
PERMITTED. ADDITIONAL
- CONTROLS NED TO BE CAPABLE OF OPERATING AT A
REQUIREMENTS MAY APPLY
MINIMUM OF TWO SPEEDS.
CONTINUE ON.
- DEFAULT CIRCULATION MUST BE THE RESIDENTIAL
FILTRATION SPEED. THE HIGHER SPEED OVERRIDE IS NOT
TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER
IS LESS.
- SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT
HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN.
IS THIS NEW CONSTRUCTION?
ADDITIONAL REQUIREMENTS PER APSP-15:.
NO ADDITIONAL
- SIZE THE PUMP BASED ON:
REQUIREMENTS ARE IN
- POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM
PLACE
DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO
OR LESS THAN CIRCULATED FILTRATION FLOWRATE.
- A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO
RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF-PEAK
PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE
WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC
HEALTH STANDARDS.
- FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR
TURNOVER FLOW RATE.
- POOL GAL. / 360 MIN. = FLOW RATE (IN GPM)
- DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTER'S MIN.
SQUARE FOOTAGE. (CARTRIDGE = .375, SAND =15, DE = 2)
- MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR
THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER.
- SWEEP ELBOWS ARE RECOMMENDED.
- (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT
EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION
LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE
REQUIREMENTS.)
PLUG PORTS NOT BEING USED
INTERIOR POOL FINISH
OPTIONAL SINGLE
CONNECTION OR
HYDROSTATIC VALVE
FRAME / MUD -RING
-4*
GRAVEL
EARTH
SINGLE PIPE CONNECTION ON ANY
SHOTCRETE/GUNNITE TO PUMP OF THREE P RTS.
1-1/2".2", -1/2' 3" OR GREATER PIPE
CUSTOM MOLDED PRODUCTS 32" CHANNEL DRAIN NOTE: 2.5" (POOL) CONNECTION ON
VGB-2009 COMPLIANT - MODEL: CMP 25506-32X THIS INSTALLATION
NOTE: THE MAXIMUM FLOW RATING FOR THIS SUCTION FITTING AS CONFIGURED WITH
OUTER PORTS PLUGGED AND CENTER PORT OPEN IS 200 GPM (FLOOR) WHEN USING
2.5" PLUMBING AND 184 GPM WHEN USING 2" PLUMBING.
CHANNEL DRAIN INSTALLATION DETAIL
N.T.S.
SAFETY NOTES
1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A
DEPTH LESS THAN 8'-8" AND SPECIFICALLY DESIGNED FOR DIVING.
THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND
NO DIVING SHALL BE PERMITTED
2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE
AROUND THE PERIMETER OF THE POOL OR ALARMS AT
THE ENTRANCES TO THE POOL (ONE TO BE CHECKED).
INOTE: LAYOUT PROVIDED BY CONTRACTOR
POOL LAYOUT
SCALE: 1/4" = 1