HomeMy WebLinkAboutDrawings Modine PoolNOTE:
OUTSIDE ANGLE OF REPOSE
6' ANo FURRIER =
4" THIIX WAus w/#3's
@12"O.0 EA WAY
3' -6',s 6° THIIX WALLS W/
#3's @ 12" O.C. Es, WAY
0' - 3" - 8" Tt11IX WAns w/
O.C, EA. WAY
W�trns ro,St`:.,�art
• M' is
ANGLE OF REPOSE
� MraEDPRITrg
Excavation Into the angle of repose Is allowable provltlatl;
'Shoring Is Installed at excavation and shoring should be
sufficient to secure soils from erosion or settlement
'No undelmining occurs or engineer approved If any does.
'Compaction test of the backlllled material am provided
prior to the pouring of the patio.
Flow and Friction Loss Per Foot Schedule 40 P.V.0
Velocity — Feet Per Second
Pipe Size
8 fps
10 fps
1"
21 gpm 0,23'
gpm 0.3 '
1.5"
50 gpm 0.14'
62 pm 0 1'
2"
82 gpm 0,10'
103 g 0.16'
2.5"
117 gpm 0.09'
146 gp 0,13'
3"
181 gpm 0,07'
22 gpm 10'
4"
313 gpm 0,05'
6"
712 gpm 0.03'
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ixa
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SHORING DETAIL
Adams Consulting &Design, Inc.
12805 79th Street
Fellsmere„Florida 32948
POOL MAIN DRNN CETA0.
Aqua Star 32CDFLxxx
F,.
m
Typical Wall &floor Section/Well Point
Pool Spa one pump System
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Install pool/spa per ANSI 3,5,7,15 and 16
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RESIDENTIAL
SWIMMING POOL NOTES
Iallmsvaxe-T
Hy° 1.
M
CONSTRUCTION SHALL COMPLY WITH FBC 2017, ANSI-7, AND ANSI -is,
2.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE POOL
CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
NECESSARY PRIOR TO CONSTRUCTION,
3,
CONTRACTOR/OWNER SHALL LOCATE ALL UTILITIES AT THE SITE AND MAINTAIN MINIMUM CLEARANCES
PER CODE CALL 811 BEFORE CONSTRUCTION BEGINS,
4,
POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL
HAVING A SUP RESISTANCE FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER.
nx 5,
POOL DECK SHALL HAVE A MINIMUM PITCH OF THREE INCHES IN TEN FEET AWAY FROM POOL OR
TOWARDS THE DRAINS. SLOPE SHALL NOT EXCEED 1:20 UNLESS NOTED PER PLAN.
6,
FOUNDATION SHALL PROVIDE A SAFE GEARING CAPACITY OF 1200 PSF MINIMUM. ORGANICS, MUCK,
OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED UPON EXCAVATION SHALL BE REMOVED
AND THE AREA BACKFILLED WITH WELL GRADED GRANULAR FILL AND COMPACTED IN 121NCH
LIFTS. 11
WEAK SOILS CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON PILING SYSTEM WITH
STRUCTURALSHELL
7,
CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION AND WITHOUT DISTURBING THE
PLUMBING, SACKFUL MATERIAL SHALL BE CLEAN SAND, FREE OF ORGANICS AND PLACED IN 121NCH
UFTS. EACH LAYER SHALL BE COMPACTED TO 98%DENSITY BY TAMPING SOLIDLY, SOILS BENEATH THE
PATIO SHALL BE COMPACTED SIMILARLY, POOL BACK FILL SHALL BE TESTED BY A SOIL ENGINEER
2011 VGB Paol Entrapment Requirements APSP-5 and 7
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: _14 avg_x _24_ Ft 4.5_ x 7.48 (gal/ Ft) = 11,309• gal_
(Surface Area) (Average Depth) (Volume in gallons)
2.Determine Flow Rate: 11,309$ai_/_314_=_36gpm_+ = 36gpm_
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be _2"_ Inch to keep velocity @ 8 fps max. at _02_ gpm Maximum System Flow Rate,
Return Piping to be 2"_ inch to keep velocity @8 fps max. at_82_ gpm Maximum System Flow Rate.
2011 Pool Pump 1 Energy Efficiency Requirements APSP•15
Pool Pump Controller. Time Clock Set to run daily @ 36gpm for 3i4 Min. to achieve one complete Wm over
in less then 12 hm max Minlum run tlme of 314 mins.11,309 gal. / 36gpm = 314 min.
Pool Filter 11,309 /314 min.1.375 = 96 filter's min sq. ft
Pump selection using TDH & Calculator ( see attached form)
SurfsideRockscapes
danyeij78@gmail.com
Phone: 772 519 0772
Fax: 772 461 2786
8. WATER VELOCITY -MAX 8FT/SEC AS PER FBC-R 4501.
9, POOL BARRIER SHALL COMPLY W1rH FBC-R 4501.
10. EQUIPMENT FOUNDATION PAD SHALL BE MIN, 4"THICK 3Sr7' 3,000 PSI CONCRETE SLAB OVER WELL
COMPACTED GRADE
il, WATER EQUIPMENT SHALL COMPLY WITH FBC-R 4501 AND SKIMMERS SHALL COMPLY WITH FBC•R
4501.21
12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A TILEBORDEROFOPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY,
13. ALL STEPS AND SWIMOUTS SHALL BESOUD GUNITE, ALL GUNRE SHALL BE 3,000 PSI MINIMUM
14, SHELL BELOW COPING EDGE SHALL HAVE ONE#5 BAR OR TWO#3'S CONTINUOUS,
15. HAND HOLDS SHALL BE INSTALLED AT POOL EDGE WHERE BOTH THE DECK IS GREATER THAN 6''ABOVE
SURFACE OF WATER AND WHERE THE DEPTH OF POOL EXCEEDS 4 FT, LOCATE NO GREATER THAN 4 FT
ON CENTER AND V ABOVE WATERLINE,
16, TRENCH DRAIN COVER(S) SHALL BESECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL
17. POOL WALLS SHALL NOT SLOPE GREATER THAN I I DEGREES.
18. FLOOR SLOPES SHALL BE REASONABLY UNIFORM AND SHALL COMPLY WITH ARTICLES 5.6.1 THRU 5.6.3,
19. SLOPE OF POOL FLOOR SHALL NOT EXCEED THE FOLLOWING AMOUNTS: SHALLOW END TOWARDS
DEEP AREA:1 VERTICAL IN 7 HORIZONTAL, DEEP END:1 VERTICAL IN 3 HORIZONTAL
20. PRESSURE GAUGES (SEE DETAIL) SHALL BE INSTALLED ON FILTER PUMP FOR FINAL INSPECTION,
21. HYDROSTATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1 FT WATER TABLE IN SHELL
22, UFE SAFETY: A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR RESPONSIBLE SUPERVISION, NO CHILD
SHOULD BE LEFT UNATTENDED, THE POOL DESIGNER CANNOT BE HELD RESPONSIBLE FOR ANY LOSS,
DAMAGE, DEATH, OR INJURY DUE TO MALFUNCTION OR FAILURE OF A BARRIER OR ALARM.
Install pool\
Pool patio and equipment to be in accordance Oti;eterS4ja9 fACand requirements of FBC Ch 4,454
All bonding and elecnla lcaoWon itf parate Vgt To Be cfrent with all codes
7: NO
LL
Modine Residence
497 Brocksmith Road Terence s61dfU, 9mZBar,, n\ Date
TOE, S G H LIIT 15551ndian RI% Boulevard, Suite 8.145
Fort Pierce, Florida 34952 E N b i N E E R I N 0 Vero Beach, FL 32960
CA#32295 772,36064998 Info@schllttengineering.com
STAINLESS STEEL
HANDRAIL
SAME BONDING FOR
LADDER)
�R W/ #8 BOND
&APPR. BOND
CLAMP
30ND W[RE
R. CLAMP
Florida Statute (F.S.) 471.003 exempts
electrical contractors licensed in the State of
Florida from having to be licensed as a
Professional Engineer when performing
design of a residential electrical system less
than 600 amperes. Specifically:
471.003(2) The following persons are not
required to be licensed under the provisions
of this chapter as a licensed engineer:
(h) Any electrical, plumbing, air- W.L.
conditioning, or mechanical contractor
whose practice includes the design and
fabrication of electrical, plumbing, air-
conditioning, or mechanical systems,
respectively, which she or he installs by
virtue of a license issued under chapter 489,
under !part I of chapter 553, or under any
special act or ordinance when working on
18" MIN. - 24" MAX
ENTIRE
PERIMETER
#8 SOLID BARE COPPER
BOND WIRE W/ APPR. CLAMPS
(ONE ON EACH SIDE OF
POOL-4TOTAL)
4" TO 6"
BELOW SUB- GRADE
1- #8 BARE COPPER WIRE
BONDED TO POOL
STEEL AS SHOWN
NOTE: BONDING GRID REQUIRED AT
PERIMETER OF POOL IN AREAS
OF PAVED DECKING ONLY
any construction project which: EQUIPOTENTIAL BONDING DETAIL
2.a. Requires an aggregate service capacity PER FLORIDA BUILDING CODE ADAPTATION
of 600 amperes (240 volts) or less on a OF THE N.E.C. 2014 SEC.680.26
residential electrical system or 800 amperes
(240 volts) or less on a commercial or
industrial electrical system;
Electrical Equipment Wiring, Grounding and
Installation must conform to the FBC 2017
N.E.C. and applicable local codes Equipotential Bonding
12v LIGNT OPJABovEPOOLDECK
Loop #8 copper around Pool
SERVICE PANEL Bonded to pool steel in 4 Places N.E.C. 2017
TRANSFORMER pp /�
�y/p I /P 'B sec. 600.26(C)
DISCONNECT DLS ECf •W/P SNBI NDUR G.F.IInstall pool/spa per ANS13,5,7 and 15
POOLTIMHRW/
S.P.- S.T. WATER LINE
NOTE; TOGGLE•SWITCN
WATER•PROoF G.F.I.
MOn NOT BE MORE a f 3 #122IN NEGAFMwvtDl^
TITAN 20' • 0" FROM P. D PVCCONOUT
Pool-ED IN ND
10' f4 /� �I t/�,S CD V 1/S k Lt� V u J �1 •ice (�S J V V
NOT WTfRiN 10'-0" B T / �' VVV
OF POOL•EDGE
_ NOMAIL WORKSIM TONEEC,N�M� �'oo�F�u��oler@be��south.wet
ELECTRICAL DIAGRAM 1*0m: Ylj`z2 312 2626 Fax: 772 5J 1 210g
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Pentair TDH Calculator
Page 1 of 2
Pool Information
Flow Rate: 68,18 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side:
60 Ft
Discharge Side:
60 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping:
2.052 In
Branch Piping: 8 FUSec
Discharge Piping:
2.052 In
Inlet Piping: 8 Ft/Sec
Discharge Piping 10 Ft/Sec
PipingHead Loss at 68.18GaIlMin:
(not incuding linings or valves)
Inlet Piping:
4,28 Ft
Discharge Piping:
4,28 Ft
For advanced pools that contain multiple suctions, this program may be
naccurate. Consult a hydraulics engineer.
This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum
Pipe Sizes:
flow Rate:
68.18
GagMin
Branch PlPing:
2.0 In
Your Head Loss:
00.67
Ft
Inlet Piping:
2.0 In
Maximum Flow Rate
Discharge Piping:
2.0 In
at Maximum RPM:
68.18
GagMln
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
60.66
Ft
Maximum Flow Rate:
System Head Pressure Curve
1so
60
n
0
20
40
60
60
100
Volumetric Flow
Rate
(GPM)
https://www.pentairpartners.com/marketing/tdh/index.aspx 10/17/2018
Pentair TDH Calculator
Page 2 of 2
Selected Components
Components
Namo
2" x 2.5" 3 way valve
2" x 2.5" 2 way valve
Main Drain
PXc
UIImTemp
3/8 Inch return
Skimmer 2"
Piping
Name
9D degree elbow
Tee Through
Check Valve
Pumps
Name
IntelllFlo Variable Speed, VS+SVRS, VF,
or VSF
Head lose at
Quantity
68.180aIIMin
0
0,00
5
2,92
1
0.95
1
3,66
1
23,88
3
34,21
1
1,87
Inlet Dlacharge Head Loas at
Quantity Quantity 68.18GattMln
12 12 9,77
1 4 1.43
0 1 1.41
Quentlty
1
All Pentairtredemarks and logos are owned by Pentair, Inc. Inte111F1o� IntelllComm� EasyTouch� IntelliTouch� SunTouch� and Ecn SelectTM
era registered trademarks and/or trademarks of Pentair Water Pocl and Spa, Inc. andiorits aRllated companies In the United States and/or other
countries. Unless expressly noted, names and brands of third parties that may be used in this document are not used to indicate an affiliation or
endorsement between the owners of these names and brands and Pentair Water Pool and Spa, Inc. Those names and brands may be the
trademarks or registered trademarks of those third parties. Because we are continuously improving our products and services, Pentair reserves the
right to change specifications without prior notice. Pentair is an equal opportunity employer.
https://www.pentairparfiers.com/marketing/tdh/index.aspx 10(17/2018