HomeMy WebLinkAboutPool Plan5 At
E
Q)-2"
sNIPWit
3 7 x
J;, it i1�2So t0
#3 REBAR
12" OC E/W
N l
TILE CAP T ._
STEPS ?- X Cor OVERPOUR Y
= TOP OF WALL,
"TOP OF SKNAIW
w
5
c.D ni C-Q E T e-
foP i>O L -
230 F
42'
oli%-D 6o r-�tY t~3,n.rt>szLraLZ?
d
Fmp
ooet � 'C� # I-A)l " 93�`l
iP C T f F of 7) IUL�9cUiL (7uJU1
M.D.-2"
RETURNS-2"
ECOUIPMFNT UST
t - 3 o W. LIGHT ! I 5tvf- L.lEJI L'isEb ,
I- to C� W.TRANSFORMER
JUNX BOX
j - MAIN DRAIN
't> HYDRO JETS _ -
= RETURNS
_ W POOLSWEEP Vw�,, Sfell9
100 11JEW FILTER i ***A RY C 4 tots
l . it HP. PUMP V #o40y r-t+pn1 (. $ - Z.- 3 pQ
133Ta► PAM HEATER ;L*%*W,.. %kW kr p4lk4 + %*93V*
SLIDE
DIVE BD.
HANDRAIL
STEP LADDER SS.
! VAC SET COMPL.
LF DECK-0-DRAIN
�0 LF DRAIN FIELD ,
�� SO FT PATIO rj"?p0o
_Z3e S� �T �np es -
APPROXIMATE VOLUME IN GALLONS SdQ 70 APPROXIMATE TURNOVER RATE _ HOURS
APPROVED EV
ENOINEEREO PLANS ON FILE W/CITY/COUNTY-STATE "CERTIFIED POOL CONTRACTOR NO •,
r ' /
i
BONDEDPOOLS
L o? r2 7 i-�tl�/aAauu oop_ (��� tT• Z
465-2700 6/-1740 m"u"l
ngm440NE MA JO" B NO
& - Z-7 2D SWIMMING PO�
FOR
C.►Z,ol.»Vt.
PLAN SCALE x""•0" 2703 S.aT�i�L,�.1�•tT
�Qsr
L701E REMOVE GATE h
%;" PER FT--_ MIS N SLOPE
.
•
WELL POINT PLUG FROM MAN
ORO 4 ATTACH AUX. PUMP
LINE WHEN EMPmNG POOL
i
MORPO R OR CAP LIE
S FPP1ME'jr2
—Pool construction complies
with FBC 2014. ANSI-7, ANSI-15
s"x6nLE—Water
Velocity —Max 8ft/sec
os per FBC 2014—R4501
GRATE SHALL
—Pool Barrier t0 complyy
With
FBC 2014—R4501
BE SECURED IN
INTERIORBER
MIX
—Skimmers comply with
FBC
2014—R4501.21.1
THATTTT�isFlNISH-3,OD0
PSI GUN TE
— Equipment Foundation
3'x7'
conc slab min 3 5" thick pour in place
REQUIRED
FOR REMOVAL
STEEL-TEX FORM
—Water Heating equipment to
comply with FBC 2014—R4501
OR KRAFT WALL
6" TYP.
TRENCH DRAIN
FLOOR
#3 0 12" O.C.B.W.
NOTE: FOR DEPTHS
TREADED`
s;
GREATER THAN 6' ADD
PLUG
a '': ""'
(1)3 COVE BAR 06' O.C.
GRAVEL BE
TO PUMP
TYP. WALL
SECTION
& WELL POINT
(Na SCALD
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW TH
WAT R NNE
SWIMOUTS
(ME) SME)—
MAIN DRAIN
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Feet Of Head
sl nr
Pressure (PSI) X 2.31
Feet Of Hood
Vacuum Head + Pressure Head
= Total Dynamic Head
POOL DETAIL
(NOS )
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/#3 REBAR 012" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/!3 REBAR 012' O.C. EACH WAY
MISC. NOTES
I. All STEPS AND SMMOUT BEACH EDGES
WILL HAVE 24 CAPHLE BORDEN OF OPPOSE
COLOR OF G0,1 FINISH FOR ASIBRRY
2. HANDMOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" PROVE POOL
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED;
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SONS FROM EROSION OR SETTLEMENT
" NO UNDERMIN14C OCCURS OR ENGINEER APPROVED IF ANY DOES
" COMPACTION TEST OF THE BACKPILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PAID
STEPS
(NO SCALE)
STEP DETAIL
S
1. TREAD IS MIN OF 10" WIDE.
2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNNE 3D00 P.S.1.
POOL PATIO
WATER LEVEL —, 01.'
(2) #3 REBAR OR
(1) #5 REBAR
•[7
FOOTER DETAIL
(NO SCALE)
HEATER
CHLORINATOR --1 FILTER
1 ( HEATER
RY-PASS
12 VAC FROM
a ' ` t POWER SUPPLY
� cup ''g' SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
— 1, LIGHT --
Si CONDUIT —
UNDERWATER LIGHT NICHE
LIGHT
NICHE ENCASED * APPROVED
:...�7�+..-'.:., GROUND CLAMP
IN GUNNE
POOL FINISH
UNDERWATER LIGHT DETAIL
(Nos )
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
YOM vlkO
Coal gy4N
COO
PIPING SCHEMATIC
PUMP W/ HAIR &
LN1T STRMNER
CUSTOM MOLDED PRODU TC S INC.
SINGLE CHANNEL DUAL amFr CMP 25506-32X VGB
PER ERC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMMA W/10721 OF 1NC
2014 FLORIDA BUILDING CODE
TIS?n1�T0 ME/ANSI AII2198
32" CHANNEL DRAIN AND SUMP
25506-320-000
"THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
38.79in? OPEN AREA
"IAMPO LISTED FLOW RATES
'WHITE PVC BODY
"COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUlAP
The maximum flow rating for this suction fitting with the center port Plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2' plumbing. The maximum flow rating far this suction
fitting with the outer ports plugged and the tmter 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,
menor,aac Wm
w4wwwa.4
Punw
M)
rasa. wxequ.nrnm
Ptt
■■■■■■■■■■■■■■■■■■■■■■■■■
■NINE■■■■■■■■■■■■■■■■■■■i
son
■■■■N■■■!■E■■EEI■■■
■■
10600-
ftow
■E■N■■
Emmons
E■■
son
N
I■■■■■■■■■■
E■■■Ei
*""AmusiN\NI■►`Nplp
WRIMAIN
q'1116
�INIi
No
IN
all.
IN
.....
■E■IE■
=-
:,INN■&
291Me■■NE■■!■E
CIE
NQal9
to!
I
HH91■■N■■■I■■E
i
\ ('`DAA _, rowRa.,a.Nms a.xu,w
DECK --\ 1 ROW OF WATERUNE TILE
3 s _ 0.. WATERLINE
MAX I
7
1 #3 STEEL 0 If O/C E.W.
6" THICK
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
6fps
1'
16
gpm
0.14'
21
gpm
0.23'
1,5'
37
gpm
0.08'
50
Qpm
0.14'
2'
62
gpm
0.06'
82
gpm
2,5'
88
gpm
0.05'
117
gpm
0,09'
3'
136
gpm
0.04'
181
gpm
0.07'
4'
234
gpm
0.03'
313
gpm
0,05,
6'
534
gpm
0.02'
712
gpm
0.03'
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: _=-_ft�x 7.48(gal/Ft) = --- —gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 8,670 _ gal / _,.255 __=_ 35 +_ XXX XXX
Determine Pipe Sizes: (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
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.
Main Drain Cover(_ SEE ABOVE —_) System Flow Rate must not exceed approved cover flow rate,
(Make and Model) See Engineering Page for Drain Configuration
Pump Model DANDY FLOWPRO 2 SP H.P. 1.5
Total HP: H.Px servicefacbm1 Hy. a more must be 2 Speed or vareMe speed
Filter Make DANDY CS Sh 100
Fiber min. area based on 6hr. turnover flow rate Pool gal, 1360 min. = Flow Rate
Divide G.P.M. by Cartridge =.375or Sand =16 or D.E. = 2
Time Controller snake ON PUMP Model-------
CmHvds must operate a mkdmum of two speeds.
The higher speed Override Is not to excced am normal vide or 24 hm. wNM)aver istam
DESIGNED FOR:
LOUDEN POOLS
VEIT RESIDENCE
2703 BENT PINE DR
FP PIERCE, FL
West Pak Beach. 3411--
I_-�(305)879-0Xd"_-
7-/3 ! 7 _
*44ELECTRIC NOT INCLUDEDt44
PREPAMMY: .
STEVE HOEST LT
DRAFTING &
DESIGN SERVICES J
(772)AI"7W bOrst,9teVdo,,uahaaram / ' I
Total Dynamic Head and
Calculation Worksheet ;1. ProySeries
y,ies
Company: OLDER Job DOM 7M?20f7.
Job Name: VEIT-HIGH SPEED I Address. 270J BERT PIKE DR
city1rown:PTPIERCE I Starer Zip Code.
instructional: Data can onlybe added e, #le yellow ceps. Sheol A 2 are for cahade#rgl Pool Ralume in Gapans andlerastablbMrga
turradwrate in Gallons Per Minute (GPM). lithe turnover rare is already established. Nick on the GPlece# of the anal of Srep #2 andinput
Rewriter, then proceed en Step #9. Pressing the RESETbutton will clear alllnp#ted infmmafbn ro sren a mw worksfl¢et. Wofksheat can be
saved to a fib or printed for future nefimuc&
calif ron: Pressing the RESET button will clear all System TDH Calculation Results
yellow calls ro sran a flew worksheet.
one Total FddlOn Loss in FL of
WateF 1TON1 49.01
��242 TOWI Friction Loss in PSI �LZ
6 hour tunl is is required to comply with
APSP 15 and Title 24 Standards Versa Plumb Reduction Result::
Calculate GPM& II�gV#€ al'I TDH ReductionEl
5 pa I System TDH with Versa
as VV b Plurnb
ause, Sri,
ase
2.21
0.00
a
l F (Hon Lossm in)Hr(}YY Ef inyYtN Y Irul 'd F ion Losem 1-tun,osa In PS;
YaI allr ryebal Hv�n.y, nl+ Rat ,n GPM o(Waeer
�Selc* cuter E In I 1 Fbtt m.I—, in
R. OF warern Psl
Satact Caretaker In41ow VapAj; ..
none
'i 'e
SNittt HR er FlifOco Iin Flrnanlasc.i
/� Fr oral m, PSI
''.IIIIIIa:JIa'a'�
Oroxieries
�. _. by7.ODIAC-
Total Dynamic Head Calculation Worksheet jang
series
ey2(afflACv
Company. ODDER lob Date: 7H22M7
Job Name:(�VEIT-LOWSPE�ED I Address:I2703 DENT PINE OR I
City/Town:—'= stateTip Coda:E_=
Inatmc#one: Dafir edonly be awedto tbiyeRow calls. Ships #1 A 2 are for calculating Pool Volume in Gallons and for establishing
tumoverTale in Gallons Per Narrow (GPM).#the tumoverr� is already established, click on the GPM cell at the and of Step#2 and Input
gow rate, uten proceed to Step #2. Pressing our RESET Wiron will clear all inpufed orientation to atan a new worksheet Stoneman can be
saved to a file or minted for future reference.
Ata Co.$,.: Pressing lbe RESET and., wig dear all System TDH Calculation Results
yellow calls of "'a a new warkstreet.
Total friction Loss in Ft. o1
Calculate Pool Volume Water (TOH) 719+ast
$, ] Total I fiction Loss in PSI 1.
11 iurnover ian is required to comply with
APSP 15 and Title 24 Standards
Versa Plumb Refit r iPi :.:flit
III Reduction IffiDH with versa
Plumb
Step #,
Y� Iffy d�11�!
{ L Fi C11M1 Lassm Inp.rr S ( I.Irl—InlPf lMl d i L ss F r[Y on Lots'n PSI
of Wale! PIf Rttu yeRrl Ri(urn Cye6rFs Pe[urr l+PM i[of WalFr
Ched,Valve 11oulo ben in
'
{uPpe S... fn-alarnaa
wtrvr,+a•
1,nrnari Lost In R. FH,P 1.ozs In ast
MWaS
+nhi3Y iF n[y:
'.a��
a�S
111
—Y
11
1
1
q]Rcr FFt, nlnym FilNan l.uss lrt
666666 Fl. olwMer ,It
Step # 13
°++rn�3flr��
Selart in roar Folmar i.
Valle Ft ofW
�� 111
Step it 10
i 5e�lea#e�, lion Lf fr[ in
FG of Waree Lr PSI ra
IIIII�.1=•
j— M-�'qrqxieries
by7ADIACN
EQUIPOTENTIAL BONDING DETAIL
ELECTRICAL EQUIPMENT FIRING, GROUNDING Pyn r A eUllpine coot AIMPTloN
or TNa N.Gc. Sol Sec. ee0.2,
AND INSTALLATION MUST CONFORM TO THE
2011 N.E.C. AND APPLICABLE LOCAL CODES
vL
Xve-
_+nfre
uz am _
mu1asc.
ELECTRICAL DETAIL
son; ALL suRRICLL WORK 1111,131
CON M W N.A.C. at W. 6e0
DESIGNED FOR:
LOUDENPOOLS
VEIT RESIDENCE
2703 BENT PINE DR
Fr PIERCE, FL
ENGPIEER:GREGORYARIAS
PRo FE 90NAL.EW Nr+,R PE-73071
-1211554�h-P�&cBN
westr inueacn, 3411
(305)87
##*€LECTRIC NOT INCIA
STEVE HORSTUDED--�---
DIOING & SHEET:
flflht DESIMAI,GNSERVICES 3�