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NOTE:
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER =
4" THICK WALLS w/ #3's
@ 1211 O.C. EA. WAY
3' - 6' = 6" THICK WALLS W/
#3's @ 1211 O.C. EA. WAY
V - 3" - 8" THICK WALLS W/
#31s @ 12" O.C. EA. WAY
ANGLE OF REPOSE
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VGa series 32'
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N� Per FRC41OL6.6
POOL IMAmI DRAIN DETAIL
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Excavation into the angle of repose is allowable provided:
*Shoring is Installed at excavation and shoring should be
sufficient to secure soils from erosion or settlement
*No undermining occurs or engineer approved if any does.
*Compaction test of the backfilled material are 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 '
1.511
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 XO. 10'
4"
313 gpm 0-05'
02 gpm
6"
712 gpm 0.03'
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SHORING DETAIL
To be Installed on the filter
pump for a final hapection
Presmm guage
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RESIDENTIAL SWIMMING POOL NOTES
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1. "CONSTRUCTION SHALL COMPLY WITH FBC 2020;ANSI 3,5,7,16 AND
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16; FBC-B 2020 CH. 4, SEC. 454; FBC-R CH45; FAC CH. 64E-9"
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2. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE. POOL
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CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
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NECESSARY PRIOR TO CONSTRUCTION.
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3. CONTRACTOR/OWNER SHALL LOCATE ALL UTILITIES AT THE SITE AND MAINTAIN MINIMUM CLEARANCES
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PER CODE. CALL 811 BEFORE CONSTRUCTION BEGINS.
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4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL
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HAVING A SLIP RESISTANCE FINISH AND SHALL BE UNIFORMLY :SLOPED TO PREVENT STANDING WATER.
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S. POOL DECK SHALL HAVE A MINIMUM PITCH OF THREE INCHES IN TEN FEET AWAY FROM POOL OR
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TOWARDS THE DRAINS. SLOPE SHALL NOT EXCEED 1:20 UNLESS NOTED PER PLAN..
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6. FOUNDATION SHALL PROVIDE A SAFE BEARING CAPACITY OF 12M PSF MINIMUM, ORGANICS, MUCK,
OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED UPON EXCAVATION SHALL BE REMOVED
NOTE II DBitEEMAXWAILSIOPE")
AND THE AREA BACKFILLED WITH WELL GRADED GRANULAR FILL AND COMPACTED IN 12 INCH LIFTS. IF
WEAK SOILS: CANNOT BE REMOVED,•POOL SHALL BE DESIGNED AND 'BUILT..:ON PILING SYSTEM WITH
Typical Wall & Floor Section / Well Point
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 987. DENSITY BY TAMPING SOLIDLY, SOILS BENEATH THE
Pool Spa one pump System
PATIO SHALL BE COMPACTED SIMILARLY. POOL BACK FILL. SHALL BE TESTED BY A SOIL ENGINEER
Pool equipment to be bolted per maufacures specs. • bolts
Filtration pump
8. WATER VELOCITY -MAX BFr/SEC AS PER FBC-R 4501.
9. POOL BARRIER SHALL COMPLY WiTH FBC-R 4501.
>10.
EQUIPMENT FOUNDATION PAD SHALL BE MIN.4" THICK 3'x5'3,000PSI CONCRETE SLAB'OVER WELL
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COMPACTED GRADE.
> >-11.
WATER EQUIPMENT SHALL COMPLY WiTH FBG-R 4501 AND SKIMMERS SHALL COMPLY WITH FBC-R
4501.21
ENGTH
PIPE LToPIPED0.
12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A 'TILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY. l-
13. ALL STEPS AND SWIMOUTS. SHALL BE SOLID GUNITE, ALL GUNiTE3HALL BE 3,000 PSI MINIMUM
14. SHELL BELOW COPING EDGE SHALL HAVE ONE #5 BAR OR TWO 0S CONTINUOUS.
15. HANDHOLDS SHALL BE'INSTALLEDAT'POOL EDGE WHERE BOTH THE'DECK.IS GREATER THAN S' ABOVE
SURFACE OF WATER AND WHERE THE DEPTH OF POOL EXCEEDS 4 Fr. LOCATENO GREATER THAN 4 Fr
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ON CENTER AND 9" ABOVE WATERLINE,
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16. TRENCH DRAIN COVER[S) SHALL BE SECURED'1N PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL.
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17. POOL WALLS SHALL NOT SLOPE GREATER THAN 11 DEGREES.
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18. FLOORSLOPES SHALL BE REASONABLY UNIFORM'AND SHALL COMPLY WITH ARTICLES 5.6.1 THRU 5.6.3.
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19.' SLOPE OF POOL -FLOOR SHALL NOT EXCEED THE FOLLOWING AMOUNTS: SHALLOW END TOWARDS
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DEEP AREA:1 VERTICAL IN 7.HORIZONTAL DEEP END1 VERTICAL IN3 HORIZONTAL
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20. PRESSURE GAUGES (SEE DETAIL) SHALLBE INSTALLED ON FILTER PUMP FOR FINAL INSPECTION.
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21. HYDRO -STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1 FT WATERTABLE 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 RESPONSIBLE FOR ANY LOSS,
PLUMBING DIAGRAM
DAMAGE,.DEATH,-OR INJURY DUE TO MALFUNCTION. OR FAILURE OF A BARRIER OR ALARM.
Install pool/spa per ANSI 3,5,7, IS and 16
VGB Pool Entrapment Requirements APSP-5 and 7
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: _15'6"_ x _18'6"_ Ft 4_ x 7.48 (gal/ Ft) = -7,032-gal-
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _7,032.ga1_ / _196_ = _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 i Energy Efficiency Requirements APSP-15
Pool Pump Controller: Time Clock Set to run daily @ 36 gpm for 196 Min. to achieve one complete turn over
in less than 12 hrs max Minium run time of 196 mins, 7,032 gal. / 36gpm =196 min.
Pool Filter 7,032 /196 min. 075 = 96 filters min sq. ft.
Pump selection using TDH & Calculator ( see attached form)
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Install pJ�o1/s�3a per ANSI 3,5,7,15 and 16
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Pool patio and equipment to be 1��aEca dance with FBC 2020 code chapter 64E-9 FAC and reggiR teti%of F�BCJrH 4�
All bonding Br(d electrical noted on a separate sheet. To be current with al�rb�
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See attached TDH forms �; No.
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FILE COr 11 ����. STATE
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Adams Consulting & Design, Inc.
danyelj78@gmail.com
Designed for:W1111111-
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Surfside
Stephen Neil
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12805 79th Street
S-Rs
Rockscapes
Phone: 772 519 0772
139 Dominian Court
Terence tlltt, PE #81238 Date
T.E. S C H LITT 1555 Indian River Boulevard, Suite B-145
Fellsmere„FLorida 332948
Fax: 772 4612786
Fort Pierce, Florida
E N 0 1 N E E R I N O Vero Beach, FL 32960
CA# 32295 772.360.4998 info@schlittengineering.com
Confirm filter location
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
SCALE: 1/8" =1' and requirements of FBC Ch 4,454
All bonding and electrical noted on a separate sheet. To be current with all codes
Pool
Size: 13'6" x 18'6"
Depth: 3' to 5'
Area: 235 sq. ft.
Perimeter: 62'
Gallons: 7,032
32" safety drain
Skimmer: 1
Turnover: 196 min_s_.
Coping: Paver
Filter: Cartridge
Pump: Pentair Variable speed
Light:1- LED
Pool Coating: Gem Stone
Deck type: Pavers
Area: 560 sq ft
Drain: Deck o drain
Automatic Cleaner line
Child safety 7
FILE
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CODE COMPLIANCE
STo LUCIE COUNTY
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No. a1235
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Adams Consouting & Design inc.
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Surfside
danyelj78@gmail.com
Designed for:
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Stephen Neil
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12805 79th St.
Rocksca es
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Phone: 772 519 0772
139 Dominian Court
Terence cnlitt, PE #81238 Date
T.E. S C H LITT 155s Indian River Boulevard, Suite B-145
Fellsmere,,FLorida 32948
Fax: 772 4612786
Fort Pierce, Florida
E N D I N E E R I N 13 Vero Beach, FL32960
CA#32295 772.360.4998 info@schlittengineering.com