HomeMy WebLinkAboutPool FenceThis is a brief overview of the technical speciffications associated with the Life Saver removable mesh
fenceing. Comprehensive engineering reports on the individual components and the complete structure.
1. The Life Saver Pool Fence is 4' high and 15' long -with poles spaced every 3:
2.The Poles are made ofT-6 aircraft grade aluminum with a X reinforcement though the pole.
3.Our mesh fabric meets or exceeds all ASTM standards.
4.One end of the barrier is attached in such a manner that a tool must be required to remove it.
5.The the barrier must be installed no less than 20"from the waters edge.
6. An independent engineering company tested the structural integrity of our assembled fence sections. It has met
or exceeded all appropriate ASTM standards, ASTM D5034, and is in compliance with Florida Building Code
Residential Edition R4501.17.1.15
7. ASTM F2286-5 Para 4.12 directs that screws be placed no more than 6"apart. The screws holding our moldings to
the poles are placed at 5 1/2"apartfor durability.
1"
48"
36" 36" 36" 36" 36"
Our mesh is edged with a two inch piece of marine quality binding, and
sewn with a marine quality thread.
* The mesh is fastened to the poles using a piece of molding that is 49".
Poles are to be set in non conductive sleeves approx. 4" into the deck.
Each section is set two to three inches apart. These sections are connected
by a spring loaded saftey latch.
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STATEWIDE PHONE (800) 226.4807
STATEWIDE FACSIMILE (800) 741-0576
WEBSITE: httplitargelsurveying.nel
Pool drain
Pool return
Vac line
Confirm filter
location
SCALE: 1/8" =1'
Install pool/spa per ANSI 3,5,7,15 and 16
Pool patio, and equipment to be in accordance with FBC 2020 code chapter, 64E-9 FAC
a�'d requirements of FBC Ch 4,454
All bonding and electrical noted on a separate sheet. To be current with all codes
Pool
Size: 12' x 24'
Depth: 3'6" to 5'
Area: 384 sq. ft.
Perimeter: 88'
Gallons: 8,616
Coping: Paver
Filter: Cartridge
Pump: Pentair Variable speed
Lights: 2- LED
Skimmer: 1
32" Safety drain
Pool Coating: Gem Stone
Deck type: Paver
Deck area: 540 sq ft
Drain: Deck o drain
Automatic Cleaner line
Sun shelf
Confirm child safety
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REVIEWED FOR
No. 81238
CODE COMPLIANCE
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ST. LUCIE COUNTY STATE OF -��ZZ
BOCC �i®��` F40RID_
Adams Consulting & Design Inc.
danyelj78@gmail.com
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12805 79th St
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Lee Cooper
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Phone: 772 519 0772
Terence Schlitt, PE g8�238 Date
T.E. S0HLITr 1555 Indian River Boulevard, Suite B-145
Fellsmere,FLorida 32948
Fax: 772 4612786
130 Queen Catherind
6 NNVero Beach, FL32960
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Fort Pierce, Florida
CA 32295 772 360.4998 Info@s hlittengineering.com
Pentair TDH Calculator
Page 1 of 2
P,ENTAIR.0
TDH CALCULATOR
Pool Information
Flow Rate: 72.73 GPM -
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 60 R
Discharge Side: 60 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.052 In
Branch Piping: 8 FtiSec
Discharge Piping: 2.052 In
Inlet Piping: 8 FtlSec
Discharge Piping: 8 FtlSec
Piping Head Loss at 72.73Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 4.83 Ft
Discharge Piping: 4.83 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. 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:
72.73 Gal/Min
Branch Piping: 2.0 In
Your Head Loss:
59.49 Ft
Inlet Piping: 2.0 In
Maximum Flow Rate
Discharge Piping: 2.0 In
at Maximum RPM:
72.73 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
59.50 Ft
Maximum Flow Rate:
120
100
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Clean System
Desired Operation Point
0 25 50 75
Volumetric Flow Rate (GPM)
100
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https://www.pentairpartners.com/marketing/tdh/index.aspx 8/8/2018
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NOTE:
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER =
4" THicK WALLS w/ #3's
@ 12" O.C. EA. WAY
3'-5'=
5" TO 6" THICK WALLS W/ ADDT'L
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6" To 8" THICK WALLS W/ ADDYL
#31S @ 12" O.C. EA. WAY
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ANGLE OF REPOSE
Flow and Friction Loss Per Foot Schedule 40 P.V.0
Velocity - Feet Per Second
Pipe Size
g fpc
10 fps
1"
21 gpm 0.23'
gpm 0.3
1.5"
50 gpm 0.14'
62 m 0 1'
2" 1
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'
342 gpm 0. '
6"
712 gpm 0.03'
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4
Return piping
VGB series 32'
Channel Drain
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Single Channel dual outlet
Per FRC41GL6.6
POOLANDSPA MAIN DRAIN DETAIL
To be installed on the filter
pump for a final inspection
Pressure guage (Do
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Typical Wall & Floor Section / Well Point
Pool one pump System
Pool equipment to be bolted per mauFacures specs. +• bolts
Filtration pump
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PLUMBING DIAGRAM L�
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tmlbotsoste-� RESIDENTIAL SWIMMING POOL NOTES
D�amsaaol,Esas
f�lrocAssDxy 1. CONSTRUCTION SHALL'COMPLY WITH FBC 2020, ANSI-7 AND ANSIA 5
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.
A"` > 4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL
PLtw HAVING A SLIP RESISTANCE FINISH AND SHALL BE UNIFORMLYSLOPED TO PREVENT STANDING WATER.
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 BEARING 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 12 INCH UFrS. II
WEAK SOILS CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON PILING SYSTEM WITH
STRUCTURAL SHELL.
7. CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION AND WITHOUT DISTURBING THE
PLUMBING. BACKFILL MATERIAL SHALL BE CLEAN SAND, FREE OF ORGANICS AND PLACED IN 12 INCH
LIFTS. EACH LAYER SHALL BE COMPACTED TO 9857o DENSITY BY TAMPING SOLIDLY. SOILS BENEATH THE
PATIO SHALL BE COMPACTED SIMILARLY. POOL BACK FILL SHALL BE TESTED BY A SOIL ENGINEER
VGB Pool Entrapment Requirements APSP-5 and 7
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: _ avg _12_ x -24_ Ft 4.25_ x 7.48 (gal/ Ft) = _8,616.ga1_
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _8,616-ga1_ / _239_ = _36 gpm_ + = 36 gpm_
(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 _82_ gpm Maximum System Flow Rate.
Return Piping to be 2"_ inch to keep velocity @8 fps max, at _82_ gpm Maximum System Flow Rate.
Pool Pump / Energy Efficiency Requirements APSP-15
Pool Pump Controller: Time Clock Set to run daily @ 36 gpm for 239 Min. to achieve one complete tum over
In less than 12 hrs max. Minium run time of 239 mins. 8,616 gal. / 36gpm = 239 min.
Pool Filter 8,616 1239 min. / .375 = 96 filter's min sq. ft.
Pump selection: () using TDH & Calculator ( see attached form)
Pentair Varible speed
S. WATER VELOCITY -MAX 8FT/SEC AS PER FBC-R 4501.
9. POOL BARRIER SHALL COMPLY WITH FBC-R 4501.
10. EQUIPMENT FOUNDATION PAD SHALL BE MIN. 4" THICK 3xT 3,000 PSI CONCRETE SLAB OVER WELL
COMPACTED GRADE.
11. 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 TILE$ORDER.OF OPPOSITE -
COLOR OF GEM FINISH FOR VISIBILITY.. -
13, 'ALL STEPS AND SWIMOUTS SHALL BE SOLID GUNITE, ALL GUNITE SHALL BE 3,000 PSI MINIMUM
14, SHELL BELOW -COPING EDGE SHALL HAVE ONE #5 BAR OR TWO #3'S CONTINUOUS.
15. HANDHOLDS 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 Fr
ON CENTER AND 9" ABOVE WATERLINE,
16. TRENCH DRAIN COVER(S) SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL
17. POOL WALLS SHALL NOT SLOPE GREATER THAN 11 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. HYDRO -STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1 FT WATER TABLE IN SHELL.
22. LIFE 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.
LNG•
s\G�,
InstalLIA"I/spa per ANSI 3,5,7,15 and 16
Pool patlo and equlpmeli�io be In accordance With FBC 2020 code chapter 64E-9 FAC
Qc�SJ and requirements of FBC Ch 4, 454
All bopndpng-mi electrical noted on a separate sheet. To be current with all codes
REVIEWED FOR
CODE COMPLIANCE .�` t;
�"✓ . J► -
T. LUCIE COUNTY � * � No. 81238
B®CC
•`• STATE OF 'I
Adams Consulting & Design, Inc.
Surfside
danyelj78@gmail.com
Designed for:
y,,�3,6if�NA
12805 79th Street
S��R�s
Lee Cooper
�v //��I
Rocksca es
P
Phone: 772 519 0772
130 Queen Catherina
Terence 5ch11tt,PE#81238 Date
T.E. 5 C H LITT 15551ndlan River Boulevard, Suite B-145
Fellsmere,,FLorida 332948
Fax: 772 4612786
e„ ,Nee",„" Vero Beach, FL32960
Fort Pierce, Florida
CA#32295 772.360.4998 Info@schlittengineering.com
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FBC 2020
REVIEWED FOR
CODE COMPLIANCE
ST•. LUCIE COUNTY
BOCC
Adams ConsultingDesign Inc.
PoolBuilder@bellsouth.net
Phone: 772 SIB 8626 Fwc: 772 5718108