HomeMy WebLinkAboutPool Construction PlanPUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHED
CALCULATIONS)
WASTE (RETAIN
ON SITE)
ERE
SYSTEM
ESSURE
AND AIR
SE VALVE
LEGEND
2.5"0 SCH. 40 PVC MAIN RETURN LINE
M CHECKVALVE POOL
N 2-WAY VALVE
FLOW DIRECTION o: i z
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NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS
PLUMBING DIAGRAM
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100
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TO ELEC. SERVICE VIA WATER PROOF
G.F.I. NO MORE THAN 20' FROM POOL
EDGE AND NOT WITHIN 10' OF POOL EDGE
3
JUNCTION BOX
48" MIN.
WATER LINE -�
18" MIN.
12V LIGHT W/ -
LOW WATER
CUTOFF DEVICE
Determine Minimum System Flow Rate: (35 gpm per Skimmer)
1. Pool Volume Calculation: 293 flf (Surf Area) x 4.25 fit (Avg. Depth) x 7.48 gaVR3= 9,314 gal
2. Determine Flow Rate: 9,314 gal / 360 min = 25.87 gpm + 0 gpm = 25.87 gpm
(Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow)
3. Determine Pipe Sizes:
Trunk Piping to be 2.5" to keep velocity at 811ps max. at 117 gpm Maximum System Flow Rate
Return Piping to be 2.5" to keep velocity at 811ps 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: VSFHP165AUT 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 150 Size: 150
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: Intennatic Model: PE 36300
RETURN PIPING
ftowGpm
OTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS TRUNK PIPING
REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS.
SELECTED EQUIPMENT CALCULATIONS
PROPERTY LINE
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EXISTING
CARPORT
NJ S
Pipe Size
6 fps
8 fps
(in.)
GPM
Loss (fVft)
GPM
Loss (ft/ft)
1.0
16
0.14
21
0.23
1.5
37
0.08
50
0.14
2.0
62
0.06
82
0.10
2.5
88
0.05
117
0.09
3.0
136
0.04
181
_ 0.0_ 7
4.0
234
0.03
313
0.05
6.0
534
0.02
_
712
0.03
8" MIN,
WP MANUAL STARTER
SWITCH (TYP.) 3-#12 WIRES IN 3/4" CONDUIT
A L^�► TO PUMP
-+s TO PUMP 2 (IF APPLICABLE)
PANEL TO BLOWER (IF APPLICABLE)
44 TO HEATER (IF APPLICABLE)
3#8 WIRES IN 1" CONDUIT
- 3 - #12 WIRES IN 3/4" CONDUIT
SPST TOGGLE SWITCH
12V TRANS.
- 1" NON -CORROSIVE CONDUIT
POOL WALL AND DECK
(SEE TYPICAL SECTION)
ELECTRICAL DIAGRAM
N.T.S.
STAINLESS STEEL
HANDRAIL (SAME
BONDING FOR LADDER)
POOL DECK
6" MAX.
MIN. #8 BARE AWG
COPPER AROUND
PERIMETER OF POOL
18"-24"
CONNECT PERIMETER -�
GROUND WIRE TO _
GROUND SYSTEM
CONNECT #8 BARE AWG
COPPER WITH APPROVED
BOND CLAMP
LIGHT NICHE
NOTE: BONDING PER FLORIDA BUIDING
CODE ADAPTATION OF N.E.C.
2011 SECTION 680.26
2' FLAT
PAVER DECK WIDTH VARIES
2-3/8" CONCRETE PAVER TO BE SANQ
SET WITH A 6"X9" CONCRETE SET
COPING SURROUNDING THE POOL.
SUB -SOILS TO BE COMPACTED TO
95% MAX. DENSITY
- 6" WATERLINE TILE
2- #3 BARS AT TOP W/ 3"
1:3 MAX. SLOPE HOOK ON VERT. STEEL " z
w
WIDTH VARIES FROM 4' - 6" cQi 0 w
CL
of LU
J
Jul
Q
> M Q
e Z (D 50
M -
N
NOTES: 1.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK.
2.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED PER
WALL OPTIONS TABLE BELOW
CONNECT #8 BARE AWG
COPPER WITH APPROVED
• BOND CLAMP
MIN. FOUR (4)
CONNECTIONS (ONE
c - EACH SIDE) W/ #8 BARE
a� AWG COPPER W/
APPROVED CLAMPS
5' 4'-11"
EQUIPOTENTIAL BONDING GRID DETAIL
ST, LUCIE COUNTY
IIUI' DING DIV(StON EXISTING
f"1- `tE.1' EJ RESIDENCE
r,SVIEL%'Ei ElyCCd,1 CE
(( fj 8'
DATE
PEr^ '
Pit 16 KEPT OA' J08 OR
Nam, CDrON Wit, CQ A4A
3 -{
4'
NOTE: LAYOUT PROVIDED BY CONTRACTOR POOL LAYOUT/ LONGITUDINAL POOL SECTION
SCALE: 1/4" = 1'
2,4„
2'4"
PROPERTY LINE
N.T.S.
SWIMOUT DEPTH DETAIL
N.T.S.
s
R
4
STEEL A
EQUIVALENT
#3 BARS @ 12" O.C. E.W.
CENTERED IN CONCRETE
TYPICAL WALL AND DECK SECTION
(MAX 6' HEIGHT)
11° SLOPE
MAX. (TYP.)
N.T.S.
LOCATION
LONGITUDINAL POOL SECTION
N.T.S.
HYDROSTATIC
VALVE (1-1/2")
e
GRATE TO BE ATTACHED
WITH SCREW
e
6"
PLASTER FINISH,
GEM COAT OR
EQUIVALENT
11° SLOPE
MAX. (TYR)
TREMOVE
3'4" ROCK BED (MIN 3YDS.
ROCK TO STABILIZE SOIL)
WELL POINT
THREADED GRAT= AND WELL POINT VALVE
PVC PIPE FROM MAIN DR41N, AND ATTACH AUX. PUMP
LINE WHEN EM)TYING
WELLPOINT
N.T.S.
10 1/2„
1'
-<10-1/2"
#3 BARS @ 8" O.C.
x'
(TYP. TOP OF STAIR)
-r
10-1/2"
#3 BARS HOOKED INTO
WALL REINFORCEMENT
6
PER WALL DETAIL
-, ".
0-1/2"
VERTICAL REINFORCEMENT-
#3 BARS @ 12" O.C.
STAIRS DETAIL
EQUIPMENT-.,e...... - o ... e )
TYPE DESCRIPTION PART NUMBER QN-
Circulation Pump Zodiac/Jandy Variable Speed w/ IQ Pump Ctrls. VSFHP165AUT 1
Circulation Filter Zodiac CS 150 Cartridge Filter 1
Salt/Chlorine Generator Zodiac/Jandy True Clear Salt System Truclearl 1 K 1
LED Lights Jandy Pro Series LED Color 20 Watt 1
Light Transformer Intermatic Stainless Steel 100W Trans. T104P3 1
Valves Jandy 3-Port Never Lube 2717 2
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).
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 ESE. 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.
T 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.
1 t. 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 MUST BE BUILT TO MEET 2014 FLORIDA BUILDING CODE, AS WELL AS
ANSI 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 2014-R4501.6.3
17. POOL BARRIER TO COMPLY WITH FBC 2014-R4501
18. SKIMMERS TO COMPLY WITH FBC 2014-4501.21.2
19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2014-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
REQUIREMENTS APPLY TO EXISTING POOL DOESN'T APPLY TO
REP_LAC MENTS/ADDITIONS AND NEW COMMERCIAL POOLS
CONSTRUCTION
IS THE PUMP MOTOR US
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).
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 ESE. 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.
T 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.
1 t. 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 MUST BE BUILT TO MEET 2014 FLORIDA BUILDING CODE, AS WELL AS
ANSI 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 2014-R4501.6.3
17. POOL BARRIER TO COMPLY WITH FBC 2014-R4501
18. SKIMMERS TO COMPLY WITH FBC 2014-4501.21.2
19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2014-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
REQUIREMENTS APPLY TO EXISTING POOL DOESN'T APPLY TO
REP_LAC MENTS/ADDITIONS AND NEW COMMERCIAL POOLS
CONSTRUCTION
IS THE PUMP MOTOR US
7DOESN'TAPPLYTO
OR HYDROSTATx1 VALVE
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TCRETE r GUNf1E
GRA TO PUM NOTE: 2.5" CONNECTION ON THIS
CUSTOM MOLDED PRODUCTS 32" INSTALLATION
CHANNEL DRAIN VGB-2009 COMPLIANT - smeuEWECONWCTIONON
ANY OF RTS:
PO
MODEL:CMP25506-32X +-ur, 2-10- ORGREATER PIPE
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