HomeMy WebLinkAboutSITE PLANS!Determine Minimum System Flow Rate: 05 gpm per Skimmer)
�11. Pool Volume Calculation: 290 ft2 (SurfArea) x 4.75 ft (Avg. Depth) x 7.48 gal/fN= 10,304 gal
2. Determine Flow Rate: 10,304 gal ! 360 min = 28.62 gpm + 0 gpm = 28.62 gPm
(Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow)
3. Determine Pipe Sizes:
Trunk Piping to be 2.0" to keep velocity at 8fps max, at 82 gpm Maximum System Flow Rate
Return Piping to be 2.5" to keep velocity at 8fps max. at 117 gpm Maximum System Flow Rate
System Flow Rate Must Not Exceed Flow Rate for Main. Drain Cover (.See Detail at RPjqht)
Pump Model: VSFHP1.65AUT H.P.: 1.OHP
Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed.
(Filter Make: CS 100 Size: 100
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 EQUIPMENT
Determine Minimum System Flow Hate: (35 gpm per skimmer)
I1. Pool Volume Calculation: 42 ft2 (Surf Area) x 3 ft (Avg. Depth) x _ 7A8u gallf 3= _ 942 gal
12. Determine Flow Rate: 942 gal / 360 min = 2.62 gpm + 0 gpm = _ 2.62 _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 2.5" to keep Y velocit at 8fps max. at 117,gpm Maximum System Flow Rate
System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See Detail at Right)
Pump Model: FHPM1.5 H.P.: 1.5HP
Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or varable speed.
Filter Make: 0 Size: 0
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
I'Time Controller Make: intermatic _Model: PE 35300
POOL RETURN PIPING
POOL TRUNK PIPING
SPA RETURN PIPING
SPA TRUNK PIPING
SPA EQUIPMENT
Pipe Size
8 fps
(in.)
GPM
Loss (ft/ft)
1.0
21
0.23
1.5
50
0.14
2.0
82
0.10
2.5
117
0.09
3.0
181
0.07
4.0
313
0.05
6.0
1 712
1 0.03
NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS
FOR ADDITIONAL DETAILS REGARDING
PUMP FLOW RATES AND TOTAL DYNAMIC
HEAD CALCULATIONS.
SWIMOUT DEPTH DETAIL
N.T.S.
POOL PUMP CURVE
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SELECTED EQUIPMENT CALCULATIONS
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FILE; COPY
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PUMP CURVE
GRATE TO BE ATTACHED
HYDROSTATIC WITH SCREWS
LINE (1-1/2')
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a
3/4" ROCK BED (MIN
3YDS. ROCK TO
STABILIZE SOIL)
WELL POINT
THREADED
PVC PIPE
REMOVE GRATE AND WELL POINT LINE FROM
MAIN DRAIN, AND ATTACH AUX. PUMP LINE
WHEN EMPTYING
WELLPOINT
1
N.T.S
STAINLESS STEEL
HANDRAIL (SAME
18" 12" MIN. 12" MIN.
BONDING FOR LADDER)
• 12" MAX.
„ ;7L
POOL DECK
•"
" fi
CONNECT #8 BARE AWG
COPPER WITH APPROVED
"
•'�
BOND CLAMP
12" MAX.
6" MAX.
MIN. #8 BARE AWG
+
COPPER AROUND
,3
NOTE: ALL STAIRS OTHER
PERIMETER OF POOL
18"-24"
MIN. FOUR (4)
THAN TOP AND BOTTOM
CONNECTIONS (ONE
STEP SHALL BE UNIFORM "'• 12" MAX.
"..
CONNECT PERIMETER -`_
EACH SIDE) W/ #8 BARE
IN HEIGHT.
GROUND WIRE TO
"^•
AWG COPPER W/
GROUND SYSTEM
APPROVED CLAMPS
CONNECT #8 BARE AWG
SEE TYPICAL WALL SECTION • '" •
COPPER WITH APPROVED
°
FOR REINFORCEMENT
STAIRS DETAIL
FILE
C
BOND CLAMP
•
PY
LIGHT NICHE
N.T.S.
NOTE: BONDING PER 250.8 AND 680.26(B) OF
NFPA 70, NATIONAL ELECTRICAL CODE.
29'-0"
EQUIPOTENTIAL BONDING GRID
DETAIL
25'-6" 3'-6"
N.T.S.
���� � � � � -
WASTE (RETAIN
ON SITE)
WATER LINE
3'-6"
PUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
6'4'
CALCULATIONS)
FILTER SYSTEM
MAIN RETURN LINE
W/PRESSURE
GAGE AND AIR
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RELEASE VALVE
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11° SLOPE 7 1 MAX. TYP.
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MAX. (TYP.) 3 MAX.
C HEATER
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7
MAIN DRAIN
a
°-
70
LOCATION
LONGITUDINAL POOL SECTION
LEGEND
CHECKVALVE
POOL/SPA
N.T.S.
H GATE VALVE
-► FLOW DIRECTION
Z w
a
WP MANUAL STARTER
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o
CAIRSWITCH
(TYP.) 3-#12 WIRES IN 3/4" CONDUITa
y
I
i,
;° PUMP WITH HAIR AND LINT
► TO PUMP
STRAINER.(SEE ATTACHED
-�► TO PUMP 2 (IF APPLICABLE)
CALCULATIONS)
TO ELEC. SERVICE VIA WATER PROOF PANEL _0- TO BLOWER (IF APPLICABLE)
G.F.L. NO MORE THAN 20' FROM POOL 0 TO HEATER (IF APPLICABLE)
EDGE AND NOT WITHIN 10' OF POOL EDGE
-- 3 #8 WIRES IN V CONDUIT
JUNCTION BOX 3-#12 WIRES IN 3/4" CONDUIT
Fit
48" MIN. SPST TOGGLE SWITCH
WATER LINE
12V TRANS.
18" MIN 8 MIN. _-- 1" NON -CORROSIVE CONDUIT
12V LIGHT W/ POOL WALL AND DECK
LOW WATER (SEE TYPICAL SECTION)
CUTOFF DEVICE
ELECTRICAL DIAGRAM
FILE COPY
FY ACCESS IN FIELD
UL FILL
)RE SALT CHLORINATOR AD I AQUA LINK 4
:TRIO BY AWME INC.
CE BY A GREAT FENCE
NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS
PLUMBING DIAGRAM
NITS
PLUG PORTS NOT BEING USED r-ORTIONAL. SINGLE CONNECTION OR HYDROSTATIC VALVE
INTERIOR J -FRAME (MUD -RING
POOL FINISH --
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FART hI ` HOTCREiE " '011 E
cRA TOPUM' NOTE: 2.5" PIPE CONNECTION ON
CUSTOM MOLDED PRODUCTS THIS INSTALLATION
32" CHANNEL DRAIN SINGLE PIPE CONNECTION ON
ANY OF 111RILk PORTS.
VGB-2009 COMPLIANT 1-VT,2 3-rZ 'ORCREATERPIPE
MODEL: CMP 25506-32X
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
TITt'tsti�T,7
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GENERALNOTES
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 MEET 2017 FLORIDA BUILDING CODE AS WELL AS 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 2017-4501.21.2
19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
20, WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2017-R4501
21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS UNLESS
OTHERWISE NOTED.
2011 POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
:QUIREMENTS APPLY TO EXISTING POOL DOESN'T APPLY TO
REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS
CONSTRUCTION
IIS THE PUMP MOTOR USED TO FILTER WATER? I
CANNOT BE SPLIT -PHASE, SHADED DOESN'T 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
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 a.
HEALTH STANDARDS.
- FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR - - - ---
TURNOVER FLOW RA FE.
-- POOL GAL t360 MIN .= FLOW RATE (IN GPM) r
- 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.)
SAFETY NOTES
1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A
DEPTH LESS THAN 6'-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).
FILE COPY
RECEIVED
FEB 19 2019
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I NOTE: LAYOUT PROVIDED BY CONTRACTOR
POOL LAYOUT
SCALE. 1/4'' = 1'
LOCATION MAP
N.T.S. (PROVIDED BY CONTRACTOR)
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
FILE Cc
CONCEALED FASTENERS OR ATfACHMENI
ARE THE RESPONSIBILITY OF THE
CONRACTOR OR RECORD
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REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
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ST. LUCIE COUNTY BUILDING D SION
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REVI ED
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PLANS AND PERMIT MUST BE PT JOB
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