HomeMy WebLinkAboutPOOL SPECIFICATIONS12° x 12° concrete w/ 2
El BY
N ��" St LucieCOW*
i
i
SCALE: 1/8" = V
Pool
Size: 16' x 32'
Depth: 3`6" to 5'6" to 4'
Area: 450 sq. ft.
Perimeter: 90'
Gallons: 13,500
Coping: Over pour
Filter: Cartridge
Pump: Pentair Variable speed,
Pentair Whisperflow 2 speed
Lights: 2- LED
Pool Coating: Gem Stone Model 012530
Deck type: Spray deck
Area: 1,680 sq ft
Drain: Deck o drain
Automatic Cleaner line
Sun shelf
Conversation pit with table
- I XWO
\)
d 1 Install pool/spa per ANSI 3,5,7,15 an6 0VV
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.
SORS
dan el'78@ ail.com
Y I �
Designed for:
Rinker Residence
� , T. E. S C H LITr
12805 79th St
Phone: 772 519 0772
11735 Appaloosa Ct.
— �
� TERE CE�SCHLITT, PE;81238 — ATE
Fellsmere,Florida 32948
SurfsideRocksca es
p
Fax: 772 4612786
Port saint Lucie, Fl. 34987
ENGINEERING, LLC.-.1555, INDIAN RIVER BLVD, SUITE B-145
CA#322ss VERO BEACH,. FL. 32960` PH:772-360-4998
RP 252554858
11:;7RL9CTURAFLGGMAILMM
14
NFORfAMN01E
NODMNGBOMANDNOL&WSAMMNAW ronLtH MA!-CrMw
nrn5alnNuMG0F RWM7F6PO0LSWrDM0R)RDVlNG
I 2' .I
36° L(11RavoNIT71E �t>F n. 6°NwRDot
• THONG
s»_
NY•eE"TNAOff
WWWRSERW
LONGITUDINAL POOL SECnON
NOTE:
OUTSIDE ANGLE OF REPOSE-0"--
6'AND FURTHER =
4" THICK WALLS W/ #TS
•
@ 12" O.C. EA. WAY
to
`;�
3'-5,=
"
5" TO 6" THICK WALLS W/ ADDT'L
• oti='�
#3's @ 12" O.C. EA. WAY
0'-3"=
6" TO 8" THICK WALLS W/ ADD7'L
#3' s @ 1211 O.C. EA. WAY
ANGLE OF REPOSE
Ye Return ee ball
2° 4
Return piping
VGB series 32"
Channel Drain
2u
To
Pump
Max flow B' per sec.
Dom
Single Channel dual outlet
RexegWaL
Per FRC41OL6.6
POOL MAIN DRAIN DETAIL
'EitlsraNG Sloe
REsroENr£
.a, 4 4 4L
ANGIEoF REP051:
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'
26 gpm 0.35'
1.5"
50 gpm 0.14i
62 gpm 0.21'
2"
82 gpm 0.10'
103 gpm 0.16'
2.5"
117 gpm 0.09'
146 gpm 0.13'
3"
181 gpm 0.07'
227 gpm 0.10'
4"
313 gpm 0.05'
392 gpm 0.07'
6"
712 gpm 0.03'
0#1sDutt xWS
1brasaea2°x4°
UP10 6@11or RezegWai
Tom '
I r' ftONG RESIDENCESLAS
p > >V a•• u
LWaL pG as 4 d,g
Fowl A a'' ' W rx4°x1TNatrero
B<QIFCF oiat%%
Co�,ENus
09
P&MODSHMIN G
SHORING DETAIL
To be Installed on the filter
pump for a final inspection
Pressure guage l T'
Vacuum guage Co
D
SAE
GME&WeL
RNrPotGRma
MNNDIM&
ArMALI(PLUP
ToWiLOWLNe
RCFD%GMRN1 ME Mro
HvniaolM
Sib -1'
S'NURnw
lltua
tas@lra 11-WN
(atRnsovete-a' RESIDENTIAL SWIMMING POOL NOTES
.
5'TxacwxL �AmiBOa,EBga
@1racASSVW 1. CONSTRUCTION SHALL COMPLY WITH FBC 2017, ANSI 7, AND ANSI-15.
Raw= ;�` 2- PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE. POOL
VASE •.rr CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
a, NECESSARY PRIOR TO CONSTRUCTION.
<igl 3. CONTRACTOR/OWNER SHALL LOCATE ALL UTILITIES AT THE SITE AND MAINTAIN MINIMUM CLEARANCES
G - PER CODE. CALL 811 BEFORE CONSTRUCTION BEGINS.
Nam IIDwmMAxWA1LSlOPE(TVP)
Typical Wall & FloorSection / Well Point
Pool one pump System
Pool equipment to be bolted per maufacures specs. • = bolts
Filtration pump
R�IEfwR� • > >
A w/M3a v
C •
.B
PIPE LENGTH To 9E 4 x
PIPE Dtti
E
A1°` 4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL
PAr > > 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 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 LIFTS. It
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. BACKFLL MATERIAL SHALL BE CLEAN SAND, FREE OF ORGANICS AND PLACED IN 12 INCH
LIFTS. EACH LAYER SHALL BE COMPACTED TO 987oDENSITY 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 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 3'x7 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
45D1.21
12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A 'TILEBORDER• OF QPPOSFTEr
COLOR OF GEM FINISH FOR VISIBILITY.
13. ALL STEPS AND SWIMOUTS SHALL BE SOLID GUNITE, ALL GUNITE SHALL BE 3,000 PSI MINIMUM
A-Raraual P"
14.
SHELL BELOW COPING EDGE SHALL HAVE ONE 05 BAR OR TWO 03'S CONTINUOUS.
B-Hw&tNrSwm
15.
HANDHOLDS SHALL BE INSTALLED AT POOL EDGE WHERE BOTH THE DECK IS GREATER THAN 6" ABOVE
c-R70LlW?PWRjE4C*M&A"
DFiaoat
SURFACE OF WATER AND WHERE THE DEPTH OF POOL EXCEEDS 4 FT. LOCATE NO GREATER THAN 4 FT
E-otah=
ON CENTER AND 9" ABOVE WATERLINE,
16.
TRENCH DRAIN COVER(S) SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL
I�niNO"VP"E�7g11' Ujm
17.
POOL WALLS SHALL NOT SLOPE GREATER THAN 11 DEGREES.
18.
FLOOR SLOPES SHALL BE_REASONABLY_UNMORMA_ NO SHALL_CQMP_LY_WITH_ARTICLES_5.6.1_THRU_5.6.3.
++WAN
19.
_
SLOPE OF POOL FLOOR SHALL NOT EXCEED THE FOLLOWING AMOUNTS: SHALLOW END TOWARDS
-►•��J
DEEP AREA: 1 VERTICAL IN 7 HORIZONTAL, DEEP END:1 VERTICAL IN 3 HORIZONTAL.
20
PRESSURE GAUGES (SEE DETAIL) SHALL BE INSTALLED ON FlLT PUNT
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: _15 avg- x _32_ Ft_4-x 7.48 (gal/ Ft) = _13,500_gal_
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _13,500. gal_ / _374_ = _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.
Patio to be 4" thick
w/ fiber mesh
2011 Pool Pump / Energy Efficiency Requirements APSP-15
Pool Pump Controller. Time Clack Set to run daily @ 36 gpm for 374 Min. to achieve one complete turn over
In less than 12 hrs max. Minium run time of 374 mine.13,500 gal. / 36gpm = 374 min.
Pool Filter 13,500 3746 min. 1.375 = 96 filler's min sq. ft. i
Pump selection: (StaRite % h.p. 2 spd) using TDH & Calculator ( see attached form)
Pentair WhisperPlow 2 speed
Model 012530
ER P 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.
.Nr,�'`
JUG' JYt`��u
®C�
Install pool/spa perANSI 3,5,7,15 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.
danyelj78@gmail.com
Designed for:
Rinker Residence
79th StreetS--)R�sPhone:
772 519 0772
'
, T.E. SCHLITT12805 S 3
Fellsmere„Florida 32948
SurfsideRockscapes
Fax: 772 4612786
11735 Appaloosa Ct.
Port saint Lucie, Fl. 34987
TEREN SCHLITT,PE8123B DATE
ENGINEERING,LLC. 1655 INDIAN RIVER BLVD, SUITE B-145
CAP32295 VERO BEACH, FL.32960 PH:772-36o.499B
RP 252554858
STRUCTURAFL GMAIL.COM
Florida Statute (F.S.) 471.003 exempts
electrical contractors licensed in the State of
Florida from having to be licensed as a
STAINLESS STEEL Professional Engineer when performing
HANDRAIL design of a residential electrical system less
SAME BONDING FOR than 600 amperes. Specifically:
LADDER) 471.003(2) The following -persons are not
required to be licensed under the provisions
of this chapter as a licensed engineer:
(h) Any electrical, plumbing, air- •••.••.•.w,`
)R W/ #8 BOND conditioning, or mechanical contractor
&APPR BOND whose practice includes the design and
CLAMP fabrication of electrical, plumbing, air-
3OND WIRE
PPR CLAMP
Electrical Equipment Wiring, Grounding and
Installation must conform to the FBC 2017
N.E.C. and applicable local codes
SERVICE PANEL
W/P
DISCONNECT
W/P
G.F.I
NOTE:
WATER-PRooF G.F.I.
Musr NOT BE MORE
THAN20'-0"FROM
PSAND
Noo 30' - 0"
OF P E
0
12VIJGHT
TRANSFORMER
W/P
DISCONNECT
3# 8IN W CONDUIT
<IFA HEATER IS INCLUDED
POOL TUBER W/
• S.P. -S.T.
TOGGLE -SWITCH
3 #12IN
Pool
Heater
NMALLEUMC4VWCWSMUC&MWToNECARMWNo6W
ELECTRICAL DIAGRAM
conditioning, or mechanical systems,
respectively, which she or he installs by
virtue of a license issued under chapter 489,
under !part I of chapter 553, or under any
special act or ordinance when working on
any construction project which:
2.a. Requires an aggregate service capacity
of 600 amperes (240 volts) or less on a
residential electrical system or 800 amperes
(240 volts) or less on a commercial or
industrial electrical system;
18" MIN. - 24" MAR
ENTIRE
PERIMETER
#8 SOLID BARE COPPER
BOND WIRE W/ APPR. CLAMPS
(ONE ON EACH SIDE OF
POOL — 4 TOTAL)
4" TO 6"
BELOW SUB- GRADE
1- #8 BARE COPPER WIRE
BONDED TO POOL
STEEL AS SHOWN
NOTE: BONDING GRID REQUIRED AT
PERIMETER OF POOL IN AREAS
OF PAVED DECKING ONLY
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION
OF THE N.E.C. 2017 SEC.680.26
Equipotential Bonding
—OPTIONAL2-UG Loop #8 copper around Pool
Bonded to pool steel in 4 Places N.E.C. 2017
JUNCTION-BOX(S) sec. 680.26(C)
I.B. 1.OF8" J.B.
ABOVE POOL DECK
Install pool/spa per ANSI3,5,7 and 15
POOL DECK
NEGAFeItOvml'
_J
mccaccir
' �oo��u.��oler@be��soutl�.wet
1>hom: 772 318 8626 RIX: 772 571 8108