HomeMy WebLinkAboutPool-Spa Instalation DrawingsIMPOK'ANFNOrE
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6'
3' 17' 9" Risers
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MMUATpEww"
MW&MRSEc12"
NOTE:
OUTSIDE ANGLE OF REPOSE
6 'AND FURTHER =
4" THICK WALLS w/ #3's
@ 12" O.C. EA. WAY
3' - 6' = 6" THICK WALLS w/
#3's @ 12" O.C. EA. WAY
0' - 3" - 8" THICK WALLS w/
#3's @ 12" O.C. EA. WAY
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(1)IbNLF6'TLE 1:100�„`•
POPpAS 6"MNRCM 5'6•
THO s
LONGiTuDiNAL POOLSECTiON
ANGLE OF REPOSE
RRetum eye ball
2"
4
Return piping
VGB series 32"
Channel Drain
Max flow 8' persec.
DMING Single Channel dual outlet
RaMaWNi Per FRC 4301.6.6
POOL MAIN DRAIN DETAIL
n : ► b-• r _a' o . Aqua Star 32CDFb=
F-xls iNG RESIDENCE SLAB
L- ANGLEOFREFom
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
g fps
10 fps
1"
21 gpm 0.23'
gpm 0.3 '
1.511
50 gpm 0.14'
62Njpm 0 1'
2"
82 gpm 0.10,
103 g 0.16'
2.511
117 gpm 0.09'
146 gp 0.13'
3"
181 gpm 0.07'
22 gpm 0.10'
4"
313 gpm 0.05'
2 gpm 0. 7'
6"
712 gpm 0.03'
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1 PW0@4o.0 RESCIENMWALL
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ryS , Ex6TING RESIDENCE SLAB °
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SHORING DETAIL
67M PAM
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HWIFOWEED
6"MNROrn GU TE 0D1.4DL
TiiOMM
RESIDENTIAL SWIMMING POOL NOTES
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1.
'CONSTRUCTION SHALUCOMPLY WiTH FBC2020, , ANSI-7, AND ANSI-15.
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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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3.
NECESSARY PRIOR TO CONSTRUCTION.
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CONTRACTOR/OWNER SHALL LOCATE ALL UTILITIES AT THE SITE AND MAINTAIN MINIMUM CLEARANCES
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 SUP RESISTANCE FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENTSTANDING WATER.
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5.
POOL DECK SHALL HAVE A MINIMUM PITCH OF THREE INCHES IN TEN, FEETAWAY FROM POOL OR
TOWEL rLNE o Q i RA v >
0
TOWARDS THE DRAINS. SLOPESHALL NOT EXCEED 1:2D UNLESS NOTED PER PLAN.
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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
1x
GRAS.
AND THE AREA BACKFILLED WITH WELL GRADED GRANULAR FILL AND COMPACTED IN 121NCH LIFTS. IT
WEAK CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON PILING SYSTEM WiTH
930 p
UNXRDPM ° ° m
-SOILS
STRUCTURALSHELL
7.
CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION AND. WITHOUT DISTURBING THE
Nam II DEGREE MAX WALLSLOPE(T1v)
PLUMBING. BACKRLL MATERIAL SHALL BE CLEAN SAND, FREE OF ORGANICS AND PLACED IN 12 INCH
LIFTS. EACH LAYER SHALL BE COMPACTED TO 98% DENSITY BY TAMPING SOLIDLY. SOILS BENEATH THE
Typical Wall & Floor Section / Well Point
PATIO SHALL BE COMPACTED SIMILARLY. POOL BACK FILL SHALL BE TESTED BY A SOIL ENGINEER
Pool Spa one pump System
Pool equipment to be bolted per maufacures specs.. = bolts
Filtration pump
PIEL.PEG+IIGE • > >
To be Installed on the filter A w/ARF-
pump fora final Inspection > > >
Pressure guage (3a * ��
B PIPE LENGTH TO BE 4 x
' M
Vacuum guagef�}sPIPE DIA. �-I , ;I 1, E
PLUMBING DIAGRAM
8. WATER VELOCITY -MAX 8FT/SEC AS PER FBC-R 4501.
9. POOL BARRIER SHALL COMPLY WITH FBC-R 450-1
10. EQUIPMENT FOUNDATION PAD SHALL BE MiN. 4" THICK 3k7 3.000 PSI CONCRETE SLAB OVER WELL
COMPACTED GRADE.
I). 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 !TILESORDE& QFOPPOSITE -
CO.LOR OF GEM FINISH FOR VISIBILITY.
13. ALL STEPS AND SWIMOUTS SHALL BE SOLID GUNM ALL GUNiTESHALL BE 3,000 PSI MINIMUM
14. SHELL BELOW COPING EDGE SHALL HAVE ONE #5 BAR OR TWO #&S CONTINUOUS.
15. HANDHOLDS SHALL BE INSTALLED AT POOL EDGE WHERE BOTH THE DECK IS GREATER THAN b" ABOVE
SURFACE OF WATER AND WHERE THE DEPTH OF POOL EXCEEDS 4 Ff. LOCATE NO GREATER THAN 4 FT
ON CENTER AND 9" ABOVE WATERLINE
16. TRENCH DRAM COVERS) SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL
17. POOL WALLS SHALL NOT SLOPE GREATER THAN 11 DEGREES.
A-REMLO NPuw
18. FLOOR SLOPES SHALL BE REASONABLY UNIFORM AND SHALL COMPLY WiTH ARTICLES 5.6.1 THRU 5.6.3.
B-HAR&LNTSIPNNR
19: SLOPE OF POOL FLOOR SHALL NOT EXCEED THE FOLLOWING.AMOUNTS: SHALLOW END TOWARDS
c-PooLFDalw7PtetEGux£ &AnRe>e
DEEP AREA:.1 VERTICAL IN 7 HORIZONTAL, DEEP END:1 VERTICAL IN 3 HORIZONTAL
6He1°`
20. PRESSURE GAUGES (SEE DETAIL) SHALL BE INSTALLED ON FILTER PUMP FOR
R FINAL INSPECTION.
21. HYDRO -STATIC DEVICE' INSTALLED IN AREAS THAT EXCEED 1 FT WATER TABLE IN SHELL
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22. LIFE SAFETY: A BARRIER OR ALARM iS NOT A SUBSTITUTE FOR RESPONSIBLE SUPERVISION. NO CHILD
�LIJFf'-'
SHOULD BE LEFT UNATTENDED. THE POOL DESIGNER CANNOT BE HELDRESPONSIBLEFOR ANY LOSS,
2iwo'VAM
40
DAMAGE, DEATH, OR INJURY DUE TO MALFUNCTION OR FAILURE OF A BARRIER OR ALARM
This indicates MAX flow
and friction loss
from the FI " V E® FOR
chart.
Install pool/spa per ANSI 3,5,7,15 and 16
VGB Pool Entrapment Requirements APSP-5 and 7
Determine System Flow Rate: Minimum Flow Rate Required: 35 gp er skimmer
1. Calculate Pool Volume: _14_ x _28_ Ft 3.5- x 7.48 (gal/ Ft) = 10,263 al_
(Surface Area) (Average Depth) ume in gallons)
2. Determine Flow Rate:-10,263-ga1_ / _285_ = _36 gpm = 36 gpm_
(Volume) (Turnover Minutes) (Pool Flow R (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes: VX
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 285 Min. to achieve one complete turn over
in less than 12 hrs max Minium run time of 325 mins.1 gal. / 36gpm = 285 min.
Pool Filter 10,263 /285 min. / .375 = 96 filter's min sq. ft.
Pump selection using TDH & Calculator ( see attached form)
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ST. LUCIE COUNTY I261yY
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Install pvctcl ' a per ANSI 3,5,7,15 and 16
Pool patio and equipment to be In�E6rdrdance with FBC 2020 code chapter 64E-9 FAC and requirements of FBC Ch 4, 454
All bonding a10 le ectrical noted on a separate sheet. To be current with all codes \�\w M i l i //////
ll�CE SC
See attached TDH forms ��' 0S�, ���;
No. 81238
�� STATE OF ��
Adams Consulting& Design, Inc.
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/
danyelj78@gmail,com
Designed for:
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VV
r!
Surfside
Jake Velardo
12805 79th Street
Rockscapes
Phone: 772 519 0772
7005 Bayard Road
Terence Schlitt, PE #81238 Date
T.E. S C H LI-FT 1555 Indian River Boulevard, Suite B-145
Fellsmere,,FLorida 332948
Fax: 772 4612786
Fort Pierce, Florida 34951
ENGINEERING Vero Beach, FL 32960
CA# 32295 772.360.4998 info@schlittengineering.com
39'
TX
conaete
Fllter Pad
clear area M
front of pool
panel
REVIEWED FOR
;C®E CCI��LIA►NCE
3T. LUCIE COUNTY
BOCC
FILE COPY
.,.,, o.....,.o .,G ... ... ...............•h FBC 2020 residential code chapter 45
Install pool/spa per ANSI 3,5,7'15 and 16
Pool
Size: 14' x 28'
Depth: 3' to 5'6"
Area: 392 sq. ft.
Perimeter: 84 ft.
Gallons: 10,263
Filter: 150 g.p.m.Cartridge
Pump: 1.5 H.P.
Automation: Time Clock
Skimmer: 1
Returns: 4
32" Safety drain
Swim out: 1
Chlorinator: 1
Turnover: 325 mins.
Pool Finish: Gem coat
Light: 1 LED Color changing
Coping: Over pour
Deck type: Spray deck on concrete
Patio area: 700 sq. ft.
Deck drain: PVC
Automatic cleaner line
Confirm child safety
011E111///////
\�\A���� C E fwsc�r✓f
ZZ No.61238 ••,�
i 0 `% STATE OFAl
Adams Consouting &Design inc.
Surfside
Designed
Designed for:
'WALL y-
//� 1 \\
v �,
12805 79th St.
\
Rockscapes
Phone: 772 519 0772
Jake Velardo
7005 Bayard
Terence Schlitt, PE #81238 Date
Fellsmere„FLorida 32948
Fax: 772 4612786
Road
T.E. SC H LI'IT 1555Indian River Boulevard, Suite B-145
Fort Pierce, Florida 34951
E NO IN E E R I N � Vero Beach, Fl. 32960
CA#32295 772.360.4998 info@schlittengineering.com
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Water Bonding Fitting,rf
Parts List
Part #
10TY
Descrl ti
1
1
P&2008
2
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Bondi
Complies with Nation Electrical Code 680.26(C)
ULUsted
1" NPT Water Bonding Fitting
• 10.6 Total Square Inches
Equipotentig Bonding
Loop #t; copper■■,k 'il�..li tiVLL
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CODE Co, `UMV
ST. LUCIE O UN
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FBC 2020
StrAo"Mor ^ Adr% ams Consulting'uesign Inc.
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PoolBuilderbell uth.net
Phone: M 318 9626 Fax: 772 5718109
ordered By.
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ITLE CON-IIIA-l"OES, LAW
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ORTGAGE BROKERS, for
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NOTES: FENCES ENCROACH INTO EASEMENT AZONG
Perty Address: 7005 BAYARD-ROAD
FORT t2MR0E, FL 3051 Zomi LOT Lw�__
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MIAMI, FL33157
FOR-THIE FIRM PF40NE-- (3o5) 740-3318
41.1f r P.Sm. No. vot FAX: (305) 669-3190�
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