HomeMy WebLinkAboutApproved Site PlanCORNER
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WATER
MRVEY NOTES
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SERVING FLORIDA
SCALE: 1/8" =1'
size: 1Z' x L4'
Depth: 3'6" to 5'
Area: 384 sq. it
Perimeter: BB'
Gallons: 8,616
Coping: Paver
Filter: Cartridge
Pump: Pentalr Variable speed
Lights: 2- LED
Skimmer:1
32" Safety drain
Pool Coating: Gem Stone
Deck type: Paver
Deck area: 540 sq it
Drain: Deck o drain
Automatic Cleaner line
Sun shelf
Confirm child safety
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= * (' ' No.81238
Instijll pool/spa per ANSI 3,5,7,15 and 16 CODE f:CINIPL.IANCE —
Pool patio and equipment to be In accordance with FBC 2020 code chapter 64E-9 FAC ST. L_U C:I E COUNTY 70 STATE OF
a{ d requirements of FBC Ch 4,454 i 0�1• p 4/
All bonding and electrical noted on a separate sheet. To be current 03®CC with all codes �i ORIO?.
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Adams Consulting &Design Inc.
12805 79th St
Fellsmere,FLorida 32948
SORS
Surfside
Rockscapes
danyelj78@gmail.com
Phorie: 772 519 0772
Fax: 772 4612786
Designed for:
Lee Cooper .
130 Queen Catherina
Fort Pierce, Florida
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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
1"
21 gpm 0.23'
NVIDITI 0.3
15.
50 g m 0.14'
62 in 0 1'
2"
82 gpm 0.10'
103 g 0.16'
2.5"
117 gpm 0.09'
146 gp 0.13'
3"
161 gpm 0.07'
22 gpm .10'
4"
313 gpm 0.05'
2 gpm 0.0.
6"
712 gpm 0.03'
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rna pumro..lar RESIDENTIAL SWIMMING POOL NOTES
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1. 'CONSTRUCTION SHALL COMPLY WITH FBC2020,ANSI-7ANDANSI.15
2 PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE, POOL
�lT< TbRAv 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.
NoraeDBG§EMLYWALLSIDE0)
PeaLAmsFAMANDRAIN DETAIL Typical Wall & Floor Section /Well Point
Pool one pump System
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Fllbeuon Dump
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To be Installed an the Nlei A W v
Pump lore final Inepecfi.n
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PLUMBING DIAGRAM
-1 4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL
HAVING A SLIP RESISTANCE FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENTSTANDING 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 ASAFE 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 UFTS. 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. BACKRLL MATERIAL SHALL BE CLEAN SAND, FREE OF ORGANICS AND PLACED IN 12 INCH
___UEfS.PACH.LAYERSHALL BE.COMPACTED-TO-98%DENSITY-BY-TAMP-INGSOLIE)MSOILSAENEATH-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 Poo) 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: _B,616..gal_/_239_=_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 _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 Conuoller: Time Clock Set to run dally @ 36 gpm for 239 Mln. to addeve one complete Nm over
In less than 12 his max. Mlnlum run time of 239 One. 8,616 gal. I36gpm = 239 min.
Pool Filter 8,6161239 min.1.375 = 96 glues min sq. it.
Pump selection: () using TDH 6 Calculator ( see attached forth)
Pentalr Varible speed
8. WATER VELOCITY -MAX BFT/SEC AS PER FBC-R 4501.
9. POOL BARRIER SHALL COMPLY WITH FBGR 4501.
10. EQUIPMENT FOUNDATION PAD SHALL BE MIN.4"THICK 3V 3,000 PSI CONCRETE SLAB OVER WELL
COMPACTED GRADE.
11. WATER EQUIPMENT SHALL COMPLY WITH FBGR 4501 AND SKIMMERS SHALL COMPLY WITH FBGR
450121
12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A 'TILEHORDEROF 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 N5 BAR OR TWO # SS CONTINUOUS.
15. HANDHOLDS SHALL BE INSTALLED AT POOL EDGE WHERE BOTH THE DECK IS GREATER THAN 6"ABOVE
SURFACE OF WATER _iD WHERE THE DEPTH OF POOL EXCEEDS 4 Fr. LOCATE NO GREATER THAN 4 FT
ON CENTER AND 9" NBO E WATERLINE,
16. TRENCH DRAIN COVERS) SHALL BE SECURED 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. LIFE SAFETY: A BARRIER OR ALARM IS NOT A SU8SRTUTE 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.
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01, Innal) ow.p. per ANSI 3S,7, i5 and 16
Pool patio and equlpneHEto be In aaerdana with FBC 2020 code chapter 64E-9 FAC
rj�s end requirementsofFBCot 4,454
All bandlgg add electrical noted on a separate sheet To be current with all codes
J �\\SCE I SC,REVIEWED FOR FOR��
ODE COMPLIANCE
ST. LUCIE C®UMTY No.81238
B®CC - * ; * I
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%A STATE OF �_�\
Adams Consulting & Design, Inc.
79th Street
SIRS
Surfside
danyelj78@gmail.com
Phone: 772 519 0772
Designed for:
Lee Cooper12805
T. "..We,Pr.N,,. a.t.
Rockscapes
130 Queen Catherina
T.E. 8CHLIlT +sss me eN•,rad .,a xau rus
veme..Aa.,esa
Fellsmere„FLorida 332948
Fax: 772 4612786
Fort Pierce, Florida
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STAINLESS STEEL
HANDRAIL.
( SAME BONDING
FOR LADDER)
WCH0RW,#80OND
WINE & APFR BOND
CI.AMP
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n C'Y 111,
Equipotential Bonding
Loop #8 copper around Pool
N.E.C. 2017 sec. 680.26(C)
Install pool/spa perANSI3,5r7 and 15••••••• "``•
Electrical Equipment Wiring,, Grounding and
Installation must conform to the FBC2020
N.E.C. and applicable local codes
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EQUIPOT TIALBONDINGDETAIL PREVIEWED FOR
CODE COMPLIANCE
P=FWRWA888=000DEADA}TATIDN �l'p l iICIE COUNTY
OF TOEXEL 2017 SEC�6BD.Eb
FBC 2020 ROCC
Adams Consulting & Design Inc.
PoolBuilder@bellsouth.net
phom: 772 328 SR6 Fax: 772 571 UM