HomeMy WebLinkAboutBuilding Plans71 611
POOL SPECS
SPA SPECS
SIZE: 20' X 2T'L" SHAPE
SQFT: 403
SIZE:
DEPTH: 4' X 6 6"
PERIMETER: 94'
DEPTH:
EST TOTAL GALLONS: 7,719
SKIMMERS: 1
EST TOTAL GALLONS:
RETURNS: 3
INTERIOR MATERIAL: H. GEM
_
RAISED HEIGHT:
SPECIAL:
TILE: 6" X 6'
RETURNS:
NOTES: 2 COLOR CHANGE LED BUPMM
AND 1 UMBRELLA SLEEVE IN SUN5T3+
INTERIOR MATERIAL _
FENCE BY
En
EXISTING ENCLOSED
EXISTING RESIDENCE
51 311
ALL DOORS AND WINDOWS PROVIDING DIRECT
ACCESS FROM THE HOME TO THE POOL SHALL BE
EQUIPED WITH AN EXIT ALARM COMPLYING WITH
UL 2017.
TRAERTINE
PAVERSSET
INSAND
THE YARD WILL BE PROTECTED BY BARRIER FENCING AND
ACCESS GATES TO COMPLY WITH 6TH EDITION (2017) FBC.
ry
h�
WINDOW/DOOR ALARM
SCALE: 1/4" =
WINDOW/DOOR ALARM
411
COLOR CHANGE
LED BIJBBLERS
C
5' 6" DEEP
LED NICHLESS
4' DEEP
PERIMETER BONDING
WIRE AT 1811 MIN - 24"
MAX FROM W.L., (SEE
DETAIL)
SLEEVE
OUT BENCH
32" CHANNEL DRAIN
316 GPM AT 3.9 FT/SEC
THRU GRATE- SINGLE
UNBLOCKABLE
COMPLIANT W/ 6TH
EDITION (2017) FBC
EXISTING FENCE
CHANGE LED BUBBLERS -2"
RETURNS -2"
VACUUM LINE -2"
POOL CHANNEL DRAIN -2"
-2"
FENCE BY OTHERS
251111
DECK
EQUIPMENT
SQFr'
DECK TYPE: TRAVERTINE PAVERS SET IN SAND
POOL PUMP: SANDY 1.85 HP VARIABLE SPEED
Name: HUFF
PERIMETER.TOTAL
DECK SQFT:1,047.25 PERIMEMR: 184'0.53"
2NDPUMP;
Address: 6605 S INDIAN RIVER DR
SPILLWAY: :
SKIMMERS:
ELEVATION: TBD
UP STYLE:
FILTRATION: CARTRIDGE
City: FT PIERCE
TILE:
TRAVERTINE
MATERIAL 1: AVERTINE PAVERS MATERIAL 2:
HEATER: SANDY AQUACALT-13S 135K BTU HEAT PUMP
/ State Zip: FL 34982
SPECIAL:
FILTER SIZE: CS - 250 INLINE: FN Y TRUCLEARSALT CHLORINE -
Job 3ZOZ
NOTES'
:
_
buiRu.iad'Aauno� aunt. •1S
TIMER: TIMECLX3'
I have reviewed and I give my
approval to proceed with the
OZDZ I abW
construction of this project.
3/0I�
Ryan
Huff��.
Customer
r1<vooLs
725 SE MONTEREY
Stuart, FL 34994
PH: (772) 419-5151
FAX: (772) 419-5101
LIC# RP-252555006
W
SiSIOR 10
ONAL�10�6-18-202C
M. Randall Rodgers, P.E —
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
tMg; REMOVE CRATE 8:
BRICK
Y• PER FT. MIN SLOPE
--------_�
W01 PONTLUG FROM MAO
OW & AN TTACHAUX..PUMP
ONE WHEN EMPTYING P0�
COPING
, , ..R. .n'.:•�, IM%;
CA' TILE G
A
BR:CK PAVER PATIO
Lr%
PA RBRICK & P00"
APEX
—Pool construction
complies
with FBC 2017, ANSI-7. ANSI-1 5
BEGSSEECUREDN
TWtS
INTERIOR
FINISH
" M. WALL-3,Doo PSI GUNITE
FBC 2017—R4501 6.3
—Water Velocity
—Max 8ft/sec
as per
THAT
—Pool Barrier
to comply with
Section R450f.17-6th edition FBC
ARE REQUIRED
FOR REMOVAL
., ,
STEEL-TEX FORM
oR KRAFT WAu
r
72w MONTEREY RD START, FL
FBC 2017—R4501.21.2
—Skimmers
comply with
s..
—Soil bearing
capacity assumed 2,000psi ®95% compaction
6" TYP.
3,000 PSI :'
#3 Q 12° O.C.B.W.
—Equipment
Foundation 3'x7'
cone slab min 3 5" thick pour in
TRENCH DRAIN
TREADED
OUNrrE r,-„ •,
:, r
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
(1)3 COVE BAR O6" D.C.
"I
PH 172-419-5151 FAX 772-419-5101
place or approved Hurricane Rated precast equipment pads
—Water Heating equipment to
comma with FBC 2017—R4501
PLUG
GRAVEL BE
TO PUMP
-
RY-CPC 1458696
TYP. WALL SECTION &
WELL POINT
TY
PO(
STEEL
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM PO
N
SWIMOUTS
(NO SCALE)
SOLID
GUNITE
* a717n
Vacuum (In Hg) X 1.13
Feet Of Head
I?
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
'_M s n,
POOL DETAIL
( CA )
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/13 REBAR 012' O.C. EACH WAY
3' TO 6' — 6" THICK WALLS W/13 REBAR 012' O.C. EACH WAY
0' TO 3' — 8' THICK WALLS W/J3 REBAR 012' O.C. EACH WAY
MISC. NOTE
1STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 24 CAPBLE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANCHOLD TO BE INSTALLED ARE WHERE
DECK RNSEO +6' ABOVE FOOL
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 BACKFILtED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
STEPS
(N SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10" MOE
2, RISER NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SODD GUNNE 3000 P.S.I.
(N13 SCALE)
PM
4� T�GRI
HORIZONTAL INSTALL
' _P08 COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.install
in sprinkler box for easy access
WATER BOND DETAILS FOR
POOL PATIO
WATER LEVEL
12 VAC FROM
POWER SUPPLY
w
UNDERWATER ,�';'3
LIGHT "(: 1" PVC
CONDUIT
POOL FINISH
SCHEDULE 40 PVC SLEEVE
NO BONDING
:4 * OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(Na SCALE)
HEATER
CHLORINATOR
HEATER
BY—PASS
1 ROW OF WATERLINE TILE
IAIEA
4'-0*> WATERUNE
PUMP WJ MR h W6LL6
LINT STRAINER SLN 6• THICK
Tll� 13 STEEL 0 12' O/C EW.
PDaL °ytw _ C01-11
�NEL 01WN
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGE CHANNEL DUAL JIM CMP 25506-32X VGB
PER FRC45a1.8.8 COMPLIANT 32" CHANNEL DRAIN
COMPLiw M1H
2017 FLORIDA BUILDING CODE
L18TED TO CA ME/MSI A1121a a/Aug A11214 e
32" CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in7 OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK To PUMP
The maximum flow toting for this suction fitting with the center port plugged and outer ports
open is 308 GPM (Floor) and 212 GPM (wail) when using 2.5° plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2' plumbing. The maximum flow toting for this suction
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2° plumbing.
VSFHP165 PERFORMANCE CURVES
HIGH 73 G
MAX7
-l1
- : I, .1:
IMMAMIell. ',:}.. b, v.: u; ow .
6f., u1 i, ill ,p
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
8fps
1'
16
gpm
0,14'
21
gpm
0,23'
115'
37
gpm
0,08'
50
0,14'
2'
62
gpm
0,06'
82
gpm
0,10'
2,5'
88
gpm
0.05'
117
gprn
0,09'
3'
136
gpm
0.04'
181
gpm
0,07'
4'
234
gpm
0,03'
313
gpm
0.05'
6'
934
gpm
0.02'
1 712
gpm
0,03'
SUN
DECK 7- DECK
Determine System �Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: __ --- _ft =fix 7.48(gal/Ft) = __gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow', Rate: _ 7,71g _ gal / __ 24O _= 3Z _+__XXX _= XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be_ 2 inch to keep velocity 0 8 fps max. at 82 _gpm Maximum System Flow Rate.
Return Piping to be_ 2 -inch to keep velocity 0 8 fps max. at-32—gpm Maximum System Flow Rate.
Main Drain System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model DANDY FLOPRO VS H,P, 1.65
Total H.P.=H.P.x service factor,1 H.P. or more must be 2 speed or variable speed
Filter Make CS-250 Size 250
Filter min. area based on 6hr. turnover flow rate pool gel. / 360 min. = Flow Pete
Dlvlds G.P.M. by Cartridge =.375 or Send =15 or D.E. - 2
Time Controller make ON PUMP ModelN/A
Controls must operate a minimwn of two speeds.
The higher speed override Is not to exceed on normal cycle or 24 his whichever Is less
DESIGNED FOR:
APEX PAVERS & POOL
HUFF RESIDENCE
6605 S INDIAN RIVER DR
FT PIERCE, FL
Ypp LL RC
N C E N S
w•.
1*AL RODS
License No. 6BZi2 2
11 flpzelwood Drive*
fierce, FL 34982
03-18-2020 i7WL"-1§*AA�e�D F
"'F*ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 2
!01.7846 horsLsteve@vahoo.com
Total Dynamic Head janqyCalculation Worksheet , e„ies
Calnpany: PEX PAVER B POOL Job s:0 Date; 3/17/2020
Job Negro: HUFF -HIGH SPEED Address:
Chy/iown: State: FL Zip Code.
Instructions: Data can only be added re the yellow calls. Steps e1 b 2 ere for ealcuretlng Pool Volume in Gallons and for olebpeking a
turnover rate in Gallons Per Minute (GPM). O the turnover Arne is already estabflahed, click on the GPM cell at the end of Step 02 end Input
flow rates than proceed to Step s3. Pressing the RESET button will clew U unrolled information to start a new workshaet. Workshmt can be
as red to a file or Printed for future reference.
�Counpo: Pressing fin RESe7nncon wii, 0,,r nu System, Will CaleulSU*n Results
your cage to sfmr
Total Friction Loss In FL of LI,52.93
I.nePorrl Volwne', i Waser(TDH)
Total Friction Loss In PSI 22.92
APSP 16 snd T8e?4 Sr. red. rd
Versa Plumb Reduction Results
Calculate
bXou-
_
r
TOX Reduction
6.50
��
System TDH with Versus
46.43
V
Plumb
alculal local1.e""nr of SucLion Pipe:)recommended vetocity,5his
anbelow)
16"
11.46
0.291
0,00
0.00
2"
7.01
0.084
000
0.00
2.8"
4.98
0.038
0,00
0,00
V.
3,14
0,012
0.D0
0,00
4"
1.83
0,003
0.00
ODD
V.
0.80
0,300
0.00
0.00
TOTAL
0.00
0.00
73
a ell
eta Le e1 awm P
rocemman vak.c
.. 4 n R THIS 24 5 audaxda
if.46
0,291
10
2.91
1.26
2"
7,01
0,084
it o
13.51
5.05
71.6"
2.8"
4.88
0.030
0.00
TOO
3"
3.14
0,012
0.00
0.00
4"
L83
0,003
0.00
000
S.
0.80
0000
_
0.00
0.00
TOTAL
16.42
7.11
IO01ete Total
NUmbef A; yips
Fittingsaln fit Total ofeach Size
Filling In Yellow
C oil>)
„
6
699
3.02
6.98
000
0.00
0.00
0.00
0.00
77
11
3
2
0,81
2.95
5057
0.00
0.00
0.5/
073
0,00
2.6"
000
0 00
vrknan too In
9.00
0.00
0,00
0.00
0.00
0.00
it. of eto
3"
0,00
000
Potash Low In
o.g0
0.00
0.00
0,00
000
000
FL nF Wapr
4"
000
000
Friesen Las, 1"
0,00
9.00
0.00
ON
0.00
0.D0.
R. of want
8"
0.30
000
Fdcnne lose 1"
FL or Water
0.00
0.00
D.00
TOO
0.00
0.00
TOTAL
13.79
8.97
a
I'll' lculata stauc Suctions Oischa.
ak4tam Exit Lose:`
III
WillillillIMP
2
2.00
g.87
I 1"I
3
1 24
1 1.02
1 0.70
Iv. brWteumlw.M F. Abu"
' YMvev
Luse Ft FrktbRtoo!n F51.
of WatN
Cheri mWe I Put number a
PIr^,6m Cheri V.6-
melon
tars 1
sFwam Laos in Put
Select MIN Filter Type and Sim:
CS250 2,60 IDS
ll
m' Tn-R4a" "Pifeaw'i+lw el f M Lone,
V.3w, ft of water P61
Sele<IJnndy Check Vnve
511'alyht FlowSlze:
soioiglm
ti
rough
�f �
vGav't;.
1.5•
._
0.00
000
2"
0.00
0.00
2.6••
0.00
0.00
3"
0.00
0.00
Step # 10
SelatHWtal Pndlon lee In FddiM lost in.
tt N Wahr PS}
WL
;700IaO'
so-kwall
081
a )5
ja,'nd
Pro Series
by ZODIAC
Total Dynamic Head n
Calculation Worksheet ja!jqy"'
byaoprACa
Company: PEX PAVER 8 POOL Job #:O Dere: J/17/2020
Job Name: UFF-LOW SPEED Address:
City?own: Stare: FL Zlp Coder
instructions: Data can only be added to the Val ow crris. Steps a/ s 2 are for calculating Pool Volume in Gefloro and for esteblfshing a
mmover rate in OeBons Per Minute (GPM)d me turnover nle Is skeedy eatebilahed, click on me GPM "list the end of Step k2 end Input
flow nde, man proceed M Step e3 Pressing the RESET button will cMarall moored informai to starta new workshmf. Worheet"t can be
saved W a file orpdated for future reference.
4 Caulki Pressing do RESET button will clear all System TON Calculation Results
Yellow AHle fo start a nowworkxhaet.
Total Friction Loss in Ft. of 13.49
Calculate Pall Volume wamr (TOH)
0 0 Total Friction Loss u P91 5.84
hour turnover taro Is re0used to comply With
APSP 16 and Tdle 24 Sts»rinds Versa Plumb Reduction Results
Caled r M 1ft#166M TOM Reduction 1.50
lot
6 560 32 System TDH With Vttm
Lr^•n Plumb 11.99
Calal nto Tots
n
4et n e:lrewmmentled velocty'. 6lps and below)
a
wFr
1.5"
5.02
0,063
0.0D
0.00
-
2"
3.07
0,010
0.00
OAO
28"
L18
0,008
000
0.00
mPm
s.Lm
3"
1.38
0,003
oto
0.00
4"
0D0
0.001
0.00
OCO
8"
ells
0.DOC
0.00
000
0.00
0.00
8 FAA return veld
ulred b APSP 15 a TRIe 24 Stxndm-r.
32
!.
1.0•
5.02
0.003
10
QBJ
0.27
2"
3.07
0.018
160
2.93
1 27
2.8"
2.18
0.00111
0.00
0.00
3"
1.36
0,003
0.00
0.00
4"
0180
0.001
0.00
0.00
6"
0,35
DODO
0.00
0.DO
TOTAL
3.66
1.64
P ►
el
'I N each Size
Pilling in Yellow
Cells)
i.g2
088
Frktlal Loeb
7.52
0.00
0.00
000
0.00
000
Rol Wart
2"
2
140
0.04
fnteen Lesb
1.21
0,00
C,00
011
0.16
0.00
rt. efW w.
2.5"
0.00
0.00
free lem Iasi In
0.00
0.00
0.00
0.00
0.00
is of WasteO.Oo
3"
0100
0.00
hlcLiw, Lau In
cloo
0.00
0.00
000
0.00
0.00
ten Wowr
4•
0.00
o.OD
1, even L.wt In
0.00
0.00
0.00
0.00
0,00
OOo
Ft. of water
8
0,00
000
Freelo"tauM
TOO
0,00
000
0.00
0.00
0.00
Ft. of Water
TOTAL
2.99
1.30
eek
Weeks
c..uc,to,A (}Iacharge Ll(f'
8 .
Select Jandy3-Wey Valve
Straight Flow Size
Straight msgh
" o
i
0.00 0,00
2"
J
0.72 0.31
2b,
0.00 ODD
3'
0.00 FOD
coakmon, infeek Nnew of
Wpe Site chedl V.I.
rtWAS
More. Les in Ft Frlc[ron I.nn �n P51
uF W=
step a 9
5dcttltlter Fi7tdM Lowib FrkwNlLweln
FL. of Winer Pnz
1100
SNttt Verve,
r FHrdal i..Fr(WNODuraYn`
Ref Waver, 1.51
Select Jandy Check Valve
Straight Flow Sze:
Straight
p vaugh
_
ts'
�0ao
o.ao
2"
0,00
0.00
2,5"
0.00
0.00
3"
0.00
0.00
chunk vatic morn n".4w,m
N'Sire chndr Vhlvm
Iieucrinurn
Ftarwate,
F,Irmtlam al PSI
®
I II
I II
steps 10
sakct Me"ter FrFUPa LUW to F[ladePSI
4Lewlm.
®' ®�
glen 41 z
leis? �
sake xek Gli FrMio tvaein
ft.d Witter
ei�">iMW
Fricliwilnesia
P61
TanP Se �,yzon,rLae
EA
t'1.
O
(M)
J166