HomeMy WebLinkAboutPOOL PLANSRaised patio area
Raised total+l2a
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less than 6' from Pool Y
Poolcontrolpanel
Existing Cabana
Clear area
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poolpanel
Concrete
Confirm filter location
Top step
Top of pool patio
2-N3 rebar
12' x 12'tooter
Riser detail
Nostale
MAX 0 8 1119
S-r. Lucie County,
*NOTE*
Pool and patio lay out
around existing trees
FiE COPS
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REVIEWED FOR
Pool
CODE COMPLIANCE
Size: ' x 3 s�-, LUCIE COUNTY
Depth:: 3 6 too 5 0 to 3
b'
BOCC.
Area: 560 sq. ft.
Perimeter: 90'
Gallons: 16,750
Coping: Over pour
Filter: Cartridge
Pump: Pentair 2 speed, Model 430034
Lights: 2- LED
Pool Coating: Mia Blue
Deck type: Spray deck
Area: 600 sq ft
Drain: Deck o drain
Automatic Cleaner line
Raised patio area +12"
Sun shelf with bubbler
Child Safety
SCANNED
BY
St, Lucie County
Install pool/spa per ANSI 3,5,7,15 and 16
Pool patio and equipment to be in accordance with FBC 2017 code chapter 64E-9 FAC
SCALE: 1/8" =1' and requirements of FBC Ch 4,454
All bondins and electrical noted on a separate sheet. To be current with all codes
Adams Consouting & Design inc.
12805 79th St.
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SSR
SurfsideROCkscapes
danyelj78@gmail.com
Designed for:',
Pattie J Kane Trust
Road
T.E. SCHLIIT
''
1100 Tilton
'� TE ENCE SCHUTT. PE 8123E , DATE
Fellsmere Florida 32948
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Phone: 772 519 0772
Fax: 772 4612786
Port Saint Lucie F1. 34952
ENGINEERING, I.I.C. 15561NOIAN RIVER BLVD, SUITE B.145
CA#32256 VERO11 CN; FL? 960 PH:R4350-099E
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Flow and Friction Loss Per Foot Schedule 40 P.V.0
Velocity - Feet Per Second
Pipe Size
8 fpc
10 fps
11.
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'
2 gpm 0. '
6"
712 gpm 0.03'
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POOL MAN DRAIN DEfAL Typical Wall & Floor Section / Well Point
Pool one pump System
Pool egWpment to be boned per =n hcves rpeu. • • born
Filtration pump
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2011 VGB Pool Entrapment Requirements APSP-5 and 7
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: _16 avg._ x _35_ Ft�_4_ x 7.48 (gal/ Ft) = _16,750-gaL-
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _16,750-ga1_ / _465_= _36 gpm_+ = 36 gptn_
(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 @B fps max at _82_ gpm Maximum System Flow Rate.
2011 Pool Pump I Energy Efficiency Requirements APSP-15
Pool Pump Controller, Time Clock Set to run daily @ 36 gpm for 465 Min.. to achieve one complete turn over
In less than 12 hrs max Minium run Ume of 465 mins. 16,750 gal. / 36gpm =465 min.
Pool Filter 16,7501465 min. /.375 = 96 f lter s min sq. R
Pump selection: (StaRite 1.5 h.p. 2 spd) using TDH 8 Calculator ( see attached form)
Pentair Superflow 2 speed
Model340043
(%ft%`o - tliZI I
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
RESIDENTIAL SWIMMING POOL NOTES
1. 'CONSTRUCTION SHALL COMPLY WITH FBC 2017, ANSI-7, AND ANSI-15.
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. CONTRACrOR/OWNER SHALL LOCATE ALL UTILITIES AT THE SITE AND MAINTAIN MINIMUM OLEARANCES
PER CODE CALL 811 BEFORE CONSTRUC11ON BEGINS.
4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL
HAVING A SLIP RESISTANCE FINISH AND SHALL BE UNIFORMLY SLOPED 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 120 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 UPS. II
WEAK SOILS CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON PILING SYSTEM WITH
STRUCTURAL SHELL. L -
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. EACHLAYERSHALL BE COMPACTED TO 987 DENSITY BY TAMPING SOLIDLY. SOILS BENEATH THE
PATIO SHALL BE COMPACTED SIMILARLY. POOL BACK FILL SHALL BE TESTED BY A SOIL ENGINEER
8. WATER VELOCITY -MAX 8Fr/SEC AS PER FBC-R 4501.
9. POOL BARRIER SHALL COMPLY WITH FBC-R 45D7.
10. EQUIPMENT FOUNDATION PAD SHALL BE MIN.4'THICK 3S0' 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
45D121
12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A 71LEBORDEROFOPPOSITE-
COLOR OF GEM FINISH FOR VISIBILITY. -
13. ALLSTEPS AND SWIMOUTS SHALL BESOUD GUNGE, ALL GUNRE SHALL BE 3,000 PSI MINIMUM
14. SHELL BELOW COPING EDGE SHALL HAVE ONE #5 BAR OR TWO OTS 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.
is. 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 DErA Q 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. LIFE SAFETY: A BARRIER OR ALARM IS NOT ASUBSTITUTE 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.
GOB J \�G Y> SG BY
ILU
s
POP1p5 St. Lucie Counts
Install pool/spa per ANSI 35,7, 15 and 16
Pool patio and equipment to be In accordance with FBC 2017 code chapter 64E-9 FAC
and requirements of FBC Ch 4,454
All bonding and electrical noted on a separate sheet To be current with all codes
Adams Consulting & Design, Inc.
12805 79th Street
SSRS,
SudsideRockscapes
danyelj78@gmail.com
Designed for:
e j Kane Trust
1100
P1100TitonRod
T.E. SCHUTT ,
"SCHLrrrNCI8
Fellsmere„Florida 32948
Phone: 772 519 0772
Fax: 772 461 2786
Tilton Road
Port Saint Lucie, Fl. 34952
, DATE
ENGINEERING,LLC. 1555INDIANRIVER BLVD,SUITE0-145
CA#32295 VERO BEACH, FL. 32960 PH:772-MA998
STRUCTURAFLOGMAILCOM •