HomeMy WebLinkAboutBuilding PlansCOLOR SELECTIONS
W6"x 8'0" SPA RAISED +6" 4
N LAUDERDALE AY-620 PORT ROYAL 6"x6"
HYDRO]ETS N 36" MARBLE SPILLWAY
POOL/SPA WATERLINES
RAISED BEAM & SPA EXTERIOR LAUDERDALE OCEAN BREEZE 1"x2" OB 801 .
�+ 2.0 H.P. ]ET PUMPN 32" CHANNEL
STEPS/BENCHES LAUDERDALE OCEAN BREEZE OB 8011"x2" .
DRAIN N 1;-RETURN N 1 GLO-BRITE
OVERPOUR PATIO EDGE w/NATURAL CONCRETE
INTERIOR: BLUE GEM
43' :. .
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CONCRETE & FLOCRETE
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01-28-2020 REMOVE & REPLACE
• STAT OF
NALEN�`�
M. Randall Rodgers, P.E..
FL Lid. No. 68212
1801 Hazelwood Drive t
Ft. Pierce, FL 34982
PH: (772) 201-1634
POOL.& PATIO SPECIFICATIONS
WIDTH: 16'6" MAX LENGTH: 3010"
RICHMOND ELECTRIC, INC. PERIMETER: 87�: 450
RECEIVED "
IN. DEPTH: 316" MAX. DEPTH: 7`0"
TOM RICHMOND FEB 06 2020
PLAN
�„A;��,: CENTER DEPTH:
772 p74 AI211 FermittinpDepa"en
CAVATEDbIRT: LEAVE&SPREAD CAPACITY: 12,705GALLONS
1
AC STUB: RETURNS: 4
OOL CLEANER: DORADO SKIMMER: 1
NTERIOR FINISH: SLUE GEM MAIN DRAIN: 32" CHANNEL
SEE HOMEOWNER ABOUT
ILL LINE: O. FLow LINE:
FILL DIRT USE OR HAUL
)THER
LAUDERDALE AY-620
ATERLINE: STEP •nLE: LAUDERDALE OB 801
- - _
NTILEVER: YES .. BULL NOSE:
.
RAISED BEAMS: 13'0"102 6" LAUDERDALE OB 801
SPA DIMENSIONS
.
SPECIAL TILE PATTERN:
611
GHT: 2-GLOBRITE LED TRANSFORMER: 1
/}
of "
Box 1 TIMER- 1
-ONTROLS; SSC - IC30 w/SCREEN LOGIC
ATIO TYPE: CONCRETE & FLOCRETE
ATIo AREA:. " 970 sq. Fr.
-
OOT►NGS WITH STEEL: YES
.
8'
if1
EEP FOOTINGS:
36"
LANTER: PLANTER LENGTH:
tAISED PLANTER: PLANTER LENGTH:
+— — 10
EXISTING PATIO: COVERED PATIO AREA:
- -TREE
REMOVAL:- STUMP REMOVAL:
-
_
MRE TREAT: - YES - DONE BY: R&F PESF-CONTROL
SPA TILE DETAIL
P: PENTAIRmTELLIFLo
3.0 H.P.
.
SIZE:
LTER: PENTAIR CLEAN & CLEAR —
150
SIZE:
HLORINATOR: PENTAIR I-CHLOR 30
NCH: HANDRAIL: —
SPA WATERLINE TILE:
810" w/EDGE TILE (2)
LAUD AY-620D'
WIMOIff: LAD
NING KIT: DF11ITE
EATER: SIZE:
TYPE: TANK:
SPA EXTERIOR & RAISED BEAM TILE:
LAUD 06-801
AS HOOKUP:
ORMBOARD SURVEY:
- - - - - -
NALSURVEY:
- - -
- -
PACTION: YES00
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I have reviewed this ded"layout and I give my approve
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
13O.CC
■
SPA SPECIFICATIONS
SIZE: 416"x 810"
SPA DRAIN: 32" CHANNEL
AREA: 28 SQ. FT.
SPILLWAY: 36" MARBLE
ELEVATION: }6"
GLASS BLOCK:
JETS: 4
TRANS: 1 -
LIGHT: 1 GLO-BRITE
3 BOX: 1
77 PUMP: PENTAIR 2.0 H.P. -
1/4- =1 R
8886 S. FEDERAL HWY PORT ST. LUCIE; FL 34952,
OFFICE: 772.337.9713 EXT. 21 EMAIL: ARIGOTPOOL@OUTLOOK.COM
COMMENTS
PIONEER SCREEN COMPANY, INC. II
RICHMOND ELECTRIC, INC
SWIMMING POOL FOR
MELISSA & ]EREMY MCWHORTER.
Cell: ]EREMY 772.201.3900
CELL: MELISSA 772.S192542
10646 PINE NEEDLE DRIVE
FORT PIERCE, FLORIDA 34945
PER NOTE KIM GRATE 7j Fr. MN SLOPE
WELL POINT PLUG FROM Wr
ORANATTACH NX Pulp
ONERPOUR all CAP wE
LK XoN arwNPOOL WERE
/PPIM:wIF
s xs FILE (2) #3 REBAR OR
—Pool construction. complies with FBC 2017 ANSI-7 ANSI-15 GRATE SHALLSLABl +'
1 L
—Water Veloci SECURED IN INTERIOR 25M FIBER MIX —Max 8ft sec as per FBC 2017—R4501 6.3 PLACE SO FINISH 0j" TYP. WALL-3,000 PSI GUNITE ( ) #5 REBAR
POOL S
—Pool Barrier to comply with Section R4501.17-6th edition FBC THAT TOOLS
ARE REQUIRED
—Skimmers comps with FBC 2017-R4501.21.2 FOR REMOVAL STEEL -TER FORM �. `
—Soil bearing capacity assumed 2.000psi 095% com Ction OR WAR WALL 8" Y
6" TYP. FLOOR -• • •
—Equipment Foundation 3 x7 clang. slab min T. c; thic our in TRENCH oRNN 3•� FIR /3 ®12' O.C.B.W.
lace or o GUNITE NOTE: FOR DEPTHS roved Hurricane Rated recast equipment merit ads ( TREADED GREATER nuN 6' ADD 8„ Ci RE D INC
PLUG i '': (1 )#3 COVE 84R 46" O.C.
GRAVEL TO PUMP
TYP. WN.L SECTION & WELL POINT FOOTER DETAIL
(ra SCALE)
OVERPOUR OR CAP TILE DECK
WHEN PROVIIDED WHERE APPLICABLE ex6' THE
1 ROW w wAT831NE T1LE
SHALT: BEAT 20" MAX PRESSURE GFOR F INSTALLED ON
BELOW THE FILTER PUMP FOR FINAL INSPECTION 6'x6' THE '. 4' SLAB 3'-6+' wATERIdnE
WATERLINE SPA BENCH 18• 2500 FIBER Mix CHLORINATOR fLL7ER VAX 7'-0" Ixl1T Try
BELOW WATER LINE. `- Nor
PUMP W/ HAIR 8 LEVEL �� 1 13 STEEL 0 12' 0/C _W.SLOE
GRATE SHALL h;;: •�_- �' �p LINT STRAINER PUMP W/ HAIR 8 6" THO( CREATE
�.
71
BE SECURED IN -s` ': :: • : C` 'nt, �{ leT( SIMNIQt THAN 11 •
PLACE SO=: FLOOR SLOPES
18" THAT TOOLS 4)l IYP. WALL 3,000 PSI GlM11IE am am 9*1 �
o ARE REQUIRED
6• TYP.j mwtr wen Ntnnr<+a,
FOR REMOVAL FIND sNEa ne ti raw
Vacuum (In HIT) X 1.13 li Pressure (PSI) X 2.31 FLOOR�I `;-x'; a'*. STEEL -FIX FORM '.cR •�
Fed Of Head Feet Of Head %�' ;.:.��, OR KRAFT WALL 9111 nc mi rm rxi
: TOWNIOS 1 lulu IN J nYn
I TRENCH DRAIN �; 13 A 12" O.C.B.W. POCE
Vacuum Head + Pressure Head r' `' 3x3z 3'—NOT al6" 24'-6"
= Total n mi Had GRAVEL BE DPW
c`" cXENIO
TO PUMP 0 wo 30'-0"
SWIMOUTS SPA WALL SECTION PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO CI
(la] scAHE)
(ND scv.E)
CUSTOM MOLDED PRODUCTS INC. Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: :i ft`x 7.48(gal/Ft) _ :: - gal PUMP
HYDRO-9" RELIEF SINGLE CHANNEL DUM. aLn1Er CMP 25506-32X VGB (Surface Area) (Average Depth) (Volume in gallons)
DEVICE INSTALLED IN VENT LINE NOT TO BE PER FRC4501.6.s COMPLIANT 32" CHANNEL DRAIN 2. Determine Flow Rate: XXX gal / XXX = XXX + XXX = XXX
AREAS THAT EXCEED I FURTHER THAN 40 FT COMPLAINT wIm Volume Turnover Minutes Pool Flow Rate Feature Flow Rate (System Flow Rate
WATER TA>3t.E IN SHELL (Volume) t ) ( ) ( ) (Y )
FROM POOL 25' MAX .s_ 2017 FLORIDA BUILDING CODE Determine Pipe Sizes:
TO JET .� � WET LENGTH TO FILTER lm�vrivm A�12.1�8 Trunk Piping to be 3 _tench to keep velocity O 8fps max. aL_ 181 gpm Maximum System Flow Rate.
TRENCH DRAIN PUMP PUMP Return Piping to be 3 inch to keep velocity 0 8 fps max. at 181 gpm Maximum System Flow Rote.
r - - • Main Drain Cover( .SEE ABOVE ) System FlowRate,ge for Draa Configuration
must not exceed o oved cover flow rate.
TO AIR _r TO NR 32" CHANNEL DRAIN AND SUMP ty - '' - - -- ., .. - PPE
VENT CHANNEL yt#+a r, - VENT 25506-32D-000
(Make and Model) See Engineering Pa
-THREE 2• SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED Pump Model PENTAIR INTELLIFLO VS3050 N.P. 3
To aystl •38.79in? OPEN AREA
3" POOL ' : c ,:,:)r ; • Told H.P: H.P.xseaicefaxocl H.pamaen&be2spssdavadahMspesd
WWPO LISTED FLOW RATES FRerMake PENTAIR C&C six 150
BODY
2.5" SPA 'CDVER GOES O ER B" TO WE FINISHED LOOK 1 Fdlanun.ar•ba Won*.am #Dwr$a
pod gd.l36OmkI.=FHowlteb
Dude G.P.M. by Carbidge=.375 a Sand =15 a D.E. = 2
MAIN DRAIN The maximum flow rating for this suction fitting with the center port plugged and outer ports Time Controller make ON PUMP Model ------
open is 308 GPM (floor) and 212 GPM (wall when using 2.5" plumbing and 268 GPM (floor) Controls must opera a minimum dled, speeds.
POOL DETAIL SPA DETAIL fitting and 192 GPM (wall) when using 2' plumbing. The maximum flow rating for this suction The higher speed arerdde is rid to exceed Gas, normal a24 hrs 0khmIs hiss
g with the mter ports plugged and the center port open is 200 GPM (flow) and 168 GPM
(NO SCALE) (wall) when using 2.5' plumbing and 184 GPM (floc) and 176 GPM (wall) when using 2" plumbing.
OUTSIDE ANGLE OF REPOSE qL!2
Comm
6' NO FURTHER - 4" THICK WAILS w/j3 REBAR 012' O.C. EACH WAY
3' TO 6' - 6' THICK WALLS W/j3 REBAR 012' O.C. EACH WAY
0' TO 3' - 9" THICK WAILS W/j3 REBAR 012" O.C. EACH WAY
9 fl.
Pipe Slze
6 fps
8fps
1'
16 gpm 0,14'
21 gpn 0.23'
1.5'
37 gpm 0.08'
50 gpn 0.14'
2'
62 pm 0.06'
82 9pin 0.10,
2S'
88 g m 0.05'
117 nigin 0.09'
3'
136 gpm 0.04'
81 gpm 0.0
4'
234 gpn 0.03'
31 gpn . 5'
6'
1534 gpn 0.02'
1 712 gpm 0.03'
e
ft.
3 tt
Determine Pipe Sizes: HYDROS
H COPPER
Trunk Piping to be 2_5 inch to keep velocity 0 8 fps max. at_ 117 gpm Maximum System Flow Rote.
To GRIDJIT
Return Piping to be 2.5 1
pl g inch to keep velocity ®8fps max. at 17 gpm Maximum System Flow Rate..
3
. -
3 3
VERTICd� ���"
Main Drain Cove SEE ABOVE
1{ ) System now Rate must not exceed approved cover flow lute.
(Make and Model) See Engineering Page for Drain Configuration
PoolBond PB-2008
PENTAIR SUPERFLO
5�
Install in Plumbing T at least 3" Below
Pump Muriel H.P. 2
i�F
Water level in Return Piping.in5fall
TOW H.P: H.P.xsenAcebckx.IH.pamaemustbe2speedavadablespeea
O(`
EXCAVATION ONTO THE ANGLE of REPOSE IS ALLOWABLE PROVIDED:
' •
in sprinkler box for easy access
FikerMake NSA Size ---
FIW min aen bNed an 6hr. lumorerlaw ride pod 0.
Flow RideSHORING
�VV 9NG IS INSTALLED AT EXCAVATION AND SHORING 91ouL0 BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
Chide G.P.M. byCamUge=.375 a Sand 1 or D..-2
r
• NO UUfn MING OCIM OR ET WEER HMO IF ANY DOES
• CONFIR ON TEST OF THE arlfUD MATERIAL ARE FRIENDS
WATER BOND DETAU S FOR
Thine Controller make N/A Model ------
FfM TO TIE FUlM OF TIE RATIO
Conbals nmM operNeamidmimdtwo speeds.
I TheWhKSMWOYwidaisnalloexmdowronia cycleuizilixis,whit eerisTess
NICHLESS LIGHT SYSTEM
POOL PATIO
MISC. NOTES
WATER LEVEL
I. ILL STEPS AND SWaIOUr BENCH EDGES '',� ;:.�':'e:. �)_.(,c!.':••"}V;. �:w �.':
3.
WILL HAVE 2x6 CN'IKE BORDER OF OPPOSE i
COLOR OF GEN FWAfn FOR WSW"
2 HANg10.0 TO BE mSTAL ED ARE WHERE + `,+ ' 12 VAC FROM
OEgc RNSEO' COVE' �I' POWER SUPPLY
\\\1111111///
Wss
t0" MIN SIZE AS DETERMINED Pl.Lic¢nseNo. 2
Z `' r x BY LICENSED ELECTRICIAN 1801 Hszelwaad Drive is
.. UNDERWATER .;�•3 01-28-2020 i1ce,F1.34962
- , DESIGNED FOR: //'j TE
lv , POOL FINISH ,•rl• I" PVCCONDUIT e/ ' O "' P: •'G�t���
s. A. STEP DEtats REVIEWED FOR / e�\o
1IEN11smxOFlo WOE , POOLS BYGREG
1. TREAD
::. SCHEDULE 40 PVC SLEEVE CODE COMPLIANCE McWHORTERRESIDENCE ELECTRIC NOT INCLUDED
2 RISER NOT GREATER 1FUW 12' EXCEPT N "(rs; *a AAa
MORE RUN (3) TRENDS ARE USED NO BONDING �+
3. AIL SIEPS TO BE SOLD GUNITE 30DO P.S.I. OR GROUND ST. LUCIE COUNTY 10646 PINE NEEDLE DR
REQUIRED FTPIERCE, PREPAREDBY: $VEEP:.
ROCC S DR FIHIDIOG&ST 2
STEPS NICHLESS UNDB$WATER LIGHT DETAIL
(Nil SCALE) DESIGN SERVICES
(772)201.7M6 ho151SteYe@yahiao xen 3
Pipe Size
6 fps
8fps
1'
16 gpn
21 gpn 0.23'
1.5'
37 gpm 0.08'
50 gpn 0.14'
2'
62 gpm 0.06'
82 n 0.10,
2.5'
88 gpn OAS'
17 pn OA9
3'
136 pro Q04'
18 gpn 7'
4'
234 @pn 0.03'
313 gpn 0.05'
6'
534 Sipm 0.02'
1 712 gpn 0.03'
-111k: xh
e
# PENTAIR
STEP - --
POOLSPECIFICATIONS
STEP 3 OF 3: TDH CALCULATIIDN
TDH CALCULATOR
STEP 2
SELECTEQUIPMENT
Pool Volume 19allanaH
121RS.W gaxax sueli e, LNe
Turn Over lhoursl:
6.00hears
Frlhatian Flow Rate:
4 36.00 GPM Maxmum Fbw Rate
TOTAL PIPIN6 LENGTHS IFO
i _.1.x IIWAYYAL
ASDEGRI<E ELBOW
--1MIN
DRAIN.
I
90 DEGREE ELBOW
'-.. CLEAN AND CLEAR.
-......
1 _ TEETHRODGH
JUK.
fo
INTELLNIO YARIAB�SE
Flow Ra e
Head Loss
PUMP RPM 1.
VF.OR VSF 1..
141.90 GAUMIN
5223 FT
Flow Rate at Selected Pump": 141.90K
Head Loss at Selected Pump RPM: 52.23
SYSTEM HE)
O PENTAIR
MORTER TDH CALCULATOR M-McWHORTERr
..STEP 1 STEP 2
POOL SPECIFICATIONS SELECTEOLLIPMENT
STEP 3 OF 3: TDH CALCULATION
1.0It
j Poptvolumelga0anai: 2111.01) gattar SuctipD Wt: 1.SeN
if
•' Turn Overlhoursl: 6"hours
142.90 GPM j
I
Filtration FLOW Rate:. 36.00 GPM Maximum Rovv Rate 100.00 GPM
SUCTION 0tR1.Er 8
DISCHARGE 8
INLET - 82.00
DISCHARGE 80.00
°RWSNTIts -
INLET 0
DI5CHARGE 2
INLET %
RISCHARGE 12
INLET G
owwRE 3
Max Flown at Max RPM: 141.90 GAL/MIN
Headixssxt Max Flow Rateat Max 52.23 FT
RPM:
2
B
n
0
U6e
_...
. _. ..:.. __:l
_............
50
40
30
I
3
m
TI
_
10 _-
_
._. . :. .
_........._
,118
o
20
to 60 1 80 too y` 60
Volumetric Now flare (GPM)
--Clean System Cue —Pump Corve I Desired Optlrattan Point - Clean System rt Pump Operation Point
SELECTION
" OPANIITIY„
MAYIMUM MPE W3pCRY1FTlSECI
SUCTIONOOTIXT 8
..
rcaawurvuamcucaou
DISCHARGE 8 .
FAIN DRAIN
TOTAL. MNOLENOTHSIFTI
INLET 82.00
DISCHARGE 80.00
-
SEiECI10Nf
JWANTITY
45 DEGREE ELBOW
INLET 0
5Et.ECT'ON(NODF�. .
' aVbkMT
DISCHARGE 4
t_h 2HP. E.. SINGLE SPEED 13 251
}�f
90 DEGREE ELBOW
INLET 6
ell
DISCHARGE 12
jf(/
TEETxaousx
INLET 0
DISCHARGE 3 -
FLOW Rate
100.00 GAL/MIN
Max FLOW Rate at Max RPM: 100.00 GAL/MIN
Head Loss
22.61 FT
Head Loss at Max Flow Rate at Max 22.61 FT
RPM:
REDUIRED MINIMUM P IPE SITE
Inlet Piping:
050
Discharge Piping: 2.50
PUMP RPM
Plow Rate at Seleced Pump RPM:
10000
HeOd Lin t Sel cted Pu P RPPP
SYSTEM HEAD PRESSURE CURVE
BYPUMPSELECTRIN
a
0
_ w
..
n
R
t
R
6
yu ..
r
a
R
20
m
0
3
0 10 00 30
4 00 60 70 00 90 IN
Volumetric Flow Rate (GP)
`--Clean System Curve —Pump Curve
I Desired Operation Point - Clean System ► Pump Operation Point
REVIEWED FOB
CODE COMPLIANT;
ST. LUCIE COUNT-V
OCC,
DFSIGM D FOIL -
POOLS BY GREG
McWHORU R RESIDENCE
10646 PM NEEDLE DR
FT PIERCE, FL
li
01-28-2020
OF
'O a /7-1 1 oTva1111iIII`
***ELECTRIC NOT INCLUDED***
PRFPAREDBY. SHEET:
STEVE HORST 3
DRAFTING &
DESIGN SERVICES 3
0Ias46 6orststeve@yahounna