HomeMy WebLinkAboutPOOL CONSTRUCTION—Pool construction complies with FBC 2017 ANSI-7 ANSI-15
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
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
HYDRO -STATIC REt EF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
2.5" SPA
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALLS W/;t3 REBAR e12" O.C. EACH WAY
3' TO 6' - 6' THICK WALLS W/13 REBAR 0127 O.C. EACH WAY
0' TO 3' - 8' THICK WALLS W/#3 REBAR 012- O.C. EACH WAY
MISC. NOTES
1, ALL STEPS AND SWIMOUr BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
/11;
IXSHORINN INTO THE ANGLE X REPOSE IS ALLOWABLE H ULD B��"SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
P� SUFFICIENT TO SECURE SOILS FROM EROSION OR SEfnEMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
• COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
STEPS
(NO SCALE)
STEP DETAILS
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 SOLD GUNITE MOO P.S.I.
N41E REMO4E GAATE & BRICK )i' PER T. MIN SLOPE
WELL POINT PLUC IRON LWN ---y
DUN & ATTACH AUx. PUMP COPING
U
LINE WHEN EMPTYING POOL 6"x6" TILE
GRA E SHALL BRICK PAVER PATIO
BE SE :URFD IN INTERIOR
LACE TOOLS
FINISH
TH T TOOLS 4z' TYP. WALL-3,000 PSI GUNNE
ARE iEQUIRED
FOR REMOVAL STEEL-TEX FORM
OR KRAFT WALL
6" TYP. FLOOR
TRENCH DRAIN 3,000 PSI i;': #3 ® 12" O.C.B.W.
GUNITE NOTE: FOR DEPTHS
!�
TREADED GREATER THAN 6' ADD
PLUG * F (1)(<3 COVE BAR ®6" O.C.
GRAVEL BE
TO PUMP ._.�
TYP. WALL SECTION & WELL POINT
(NCI SCALE)
BRICK COPING
s"xs" TILE
6.x6" TILE
PAVER PATIO
SPA BENCH 18' I
BELOW WATER LINE
GRATE HALL
BE SECU N
P E SO
THAT DOLS
ARE RE IRED
FOR R AL
DRAIN
GRAVEL
TO AIR
VENT
;"r '','i,', ' d.•. 4!"TYP. WALL-3,000 PSI GUNITE
FLOOR , * ;'x'; �.;; :. STEEL-TEX FORM
OR KRAFT WALL
.�, #3 0 12" O.C.B.W.
'.r .,.
TO PUMP
SPA WALL SECTION
(NO SCALE)
VENT LINE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25' MAX
WET LENGTH
32" CHANNEL
DRAIN
SPA DETAIL
(NO SCALE)
POOL PATIO
iR LEVEL
`—�
'Zj—
Z
s
NATER
LIGHT
L FINISH
FILTER
PUMP
TO AIR
VENT
12 VAC FROM
POWER SUPPLY
1" PVC
CONDUIT
SCHEDULE 40 PVC SLEEVE
•,;�• NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
HEATER
CHLORINATOR
HEATER
BY-PASS
FILTER
?Oat 1N _ SPA 32 _pNEk
3 xS4
00111- VRM c6oel- ON4N
PIPING SCHEMATIC
APEX PAVERS &POOLS
725 SE MONTEREY RD STUART, FL
PH 772-419-5151 FAX 772-419-5101
CPC-1458696
DECK 1 ROW OF WATERLINE TILE
3'-6•" WATERLINE 3,
PUMP W/ 4ERR & '1 -11
LINT STRAINER Max 6' THICK —
PUMP W/ MR & —� 1
LINT STRAINER
1 P3 SrEEL 0 12' O/C E.W.
INE.3! THE LrM1 TIC"1 EE T Y &Y fllf "a° [MM FLOOR SLOPES
THE END..WALLMLI W�LLyE.y_yLgLEYEM)' /LL
iriryX yESdP s yLL{QIli yi AREA s.,st IL ■ rr Ema{yL51lnP[ E
tl[. IDLI ElWI.W.2-MOTEXOE� EI L WY 7 rod10EOp10u Zrom UNrJlYY uxg au AN
COMPLY 5539 lE51 !I Pi31I yi.1Y� LIE yB1
THRU 5.6a
av1 dE1S 18'-6" 18'-8>,
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC450166 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WIT
2017 FLORIDA BUILDING CODE
11511) TO ASME/ANSI At 12 19,
32' CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2" SOCKEr x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*MMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO -PUMP
The maximum flow rating for this suction fitting with the center port plugged and outdf 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 flaw rating for this suction
Riling with the outer ports plugged and the center port open is 200 GPM (Floor) and 16P GPM
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' Plumbing.
O
VSPHP270 PERFORMANCE CURVES CIRCULATI
= toe
LL so TOUT
W sa_
LL70
34M RPM
4 so E
Lu
U_ �=
Z.
2600 RPM
Z�=
} hi_
= 1730 RP
J
Q 1a_ 1200 RP
O asinfli ittim HHNII4 } }FHHN i IFHIF !NH F m}I!I! HIIHIHHNIFNiH IIII+IIN Ilr
F o 10 20 a0 40 ea so 70 80 too 110 Im 130 140 ISO
FLOW GP
LOW 35 gpm
HIGH 88 gpm —�
Js MaF Rattan FHPMI's° SPA HYDROS
TaMU"Mmtxwe Ramas,4. spwwr,wn
F-,awaw! rise
■■�MEN
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911466
SoN
FULL 88 GPM ^^-^•�*��*
tw"
TYPICAL SECTION THRU POOL
(NO SCALE)
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11"
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL PUMP
1. Calculate Pool Volume: _---- 7.48(gal/Ft) =
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _ 20,775 gal / - LOO =_ 35 _+ XXX =XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes;
Trunk Piping to be 2.5 inch to keep velocity ® 8 fps max. at_ 117 gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity 0 8 fps max. at- 117 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 JANDY FLOPRO VS H.P. 2.70
Total H.P.=H.P.x service factor. I H.p, or more must be 2 speed or variable speed
FI@erMake JANDY CV Size 580
Filter min. area based on 6hr, tumoverflow rate pool gal.1360 min. = Flow Rate
Divide G.P.M. by Cartridge =.375 or Sand =15 or D.E. = 2
Time Controller make _N/A Model - - - - - - -
Consolsmust operate a minimum of two speeds.
The higher seed overtMe is not to exceed one normal cycle or241rs,whlchaverisless
Pipe Size
6 PPS
8fps
1'
16 gpm
0.14'
21 gpm
0.23'
1.5'
37 gpm
0.08'
50 gpm
0.14'
2
62 gpm
0.06'
82 m
0.10,
2,5'
88 gpm
0.05'
IN gpm
0,09
3'
136 gpm 0.04'
181 gpm
7'
4'
234 gpm
0.03'
313 gpm
0.05'
6'
534 gpm
0,02' 1
712 gpm
0.03'
Determine Pipe Sizes:
JETS ONLY
Trunk Piping to be
2.5 inch to keep velocity 0 8 fps max. at_117-gpm Maximum System Flow Rate.
Return Piping to be
2.5 inch to keep velocity ® 8 fps max. at 117_gPm Maximum System Flow Rate.
Main Drain Cover(_
SEE ABOVE___) System Flow Rote must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model JANDY FLOPRO H.P. 2
Total H.P.-H.P.x service faclor. I H.p. or more must be 2 speed orvarable speed
FllterMake N/A Size ---
Fitter min. area based an 6hr. turnover flow rate pool gal.1360 min. - Flow Rate
DMdOG.P.M.by Cartridge=.375or Sand=l5or D.E.=2
Time Controller make NSA Model ------
Controlsmustoperateaminimumoftwospeeds.
FE
The hihers override is not to exceed one normal cle or 24 hrs whichever is less
Pipe Size
6 fps
8fps
16 gpm 0.14'
21 gpm 0.23'
L5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 m 0.10,
2.5,
B8 gpm 0.05'
17 gpm 0,09
gpm 7'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
DESIGNED FOR:
APEX PAVERS & POOL
ANNEfbPATTERSON RESIDENCE
Ew 13312 NW BAYWOOD PL
rr�iot"nanty PALMCITY,FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENGBNEEU-73071
10299 Southern Blvd g211y1.
Royal Palm Beach, FL 33421-
(305)879-0541
0�;
***ELECTRIC NOT INCLUDED***
PREPARED BY: -
SHEET;
STEVE HORST
2
DRAFTING &
DESIGN SERVICES
(772)201.7846 horststevevahoo.com
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ENGINEER: GREGORY ARM
PROFESSIONAL ENGINEER PR-73071
10299 Southern Blvd, #211282
Royal Palm Beach, FL 33421
(305)879-054i
DESIGNED FOR: / =
APEX PAVERS & POOL
PATTERSON RESIDENCE ***ELECTRIC NOT INCLUDEDo"'
13312 NW BAYWOOD PL PREPARED BY: SHEET:
STEVE HORST
PALM CITY, FL DRAFTING & 3
DESIGN SERVICES 3 (772)20t•7846 horst.steve@yahoo.com
Total Dynamic Head
Calculation Worksheet
c�Pro�eries
Company- PAYER d POOL
Job a� Dal•: LzirM11
Job Neme. A77ERSON-1/rOH SPEED
Atldfens. I]J1z NW RAYWODO PI
Clfy/rown. ALM d7Y
Stan. FL Zlp Co0er0
msfrvefiona: Dafa can ontybe added (o me yelow cdl¢. Steps jr, a tam /wodculatlny Pool Vtumeln Gaaana and /oraeNblisM1lrrp
lumovwrro in Gallons Pa MlnulafGPM} R dro WmovwmN q.uewy
established, click ort Me GPM ceUW the undo/ S(vp N2 Mrdnppf
fmwmte, nen proceed (o Step N]. Prealnp me RESET bvaon will aMmeg bpHrNdlnlormaIIon (o ¢fen a new workeheeL Workahaef Pn ba
LYM t0I llla of Pdn(ad mf//eB/n rWMCY.
Caution: pre
Total Dynamic Head
�
Calculation Worksheet
ProySeries
ydoaAc•
Company. POfpAVFJrd POOL
a� Oafe. 27LYOIB
JOU Narna: PA7fHt40/iLOW 41AEED
Atlmaee. i]Jiz NW RAYWOOD PL
CifY?own gLMCf1Y
J�
3fafe. FL ZIP Co0e.1J
Instructions Gata cen wrly be added re dre yMow cd/s. Steps pf
B 2 are larcakulefing Pool Volumein Gllbm and Nr esrablishhq a
Wmpvenan m Gallons PW Mlnute (GPMJ. Oft lurngvez n(e bWreetly
eanbgahM, cock on Ina GPM cell al Me end ul5fep NI endlrWa
Row nN, nwr VnlFeed ro Nap Ni Pmsdnp tln Rf9ETbuhon wn cMfrl mpundlnmfinetlon fo sfert a new wpnaneeG Workshz!reMt M
a•vtlm • r• wpnaad for NWn mlerancc
¢:9avnon: PRSdnD the RESET binned will clear all ayblBm TDR CDIeu1a000 Results
'P
yam,v Terra mxr,av
new wo.ksnem.
Taal Fdmar Lose n FL a 18.96
Fabrlab PoeIT/�
Water ITap
0 -
0 Total Friction Less In PSI 6.64
6 hourWm ore is,e9�rM to mmp:v'e+m
APSP a ana noe 2i 3tamama
'n
Venue Plumb Reduction Results
TBIMWf NMliOum.
TDH Reduction 2.6Q
° s Sao 35
srrWnroNwh�v«a• 17.46
IamU Plumb
6 ips Monty
uqu Pmf by APSP 1S 3 Tillo )a SL,ndardc
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en sow
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90° Flow filze:
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AE9000 s.00 1.88
att Jan BaaywjyMVrva:
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Total Dynamic Head
T
Calculation Worksheet
c�J-ajlProySeri�es
Company. PEX PA VERB POOL
JOb •.� Dam. z13Y101d
Job Name. ATTERSON-SPA
Atldmsa.1-/3S-1z�MW8A1YW000 P1
Ciry/Town. ALM CITY
31afe.1=1 zip COW.
Inawdipna:Ore een ontybe atlded ro Ore yellow celA. 31eps el
3 2 ma lwndculafinp Pool Wluma in GeMona Mrd /w asNbliehirp e
NmovW rda in Galloro PW Minute (GPM). II me hvn¢vw rate it
alreWy vafWRSIrM, cock on me GPM eetl r Na arm o/Sop N2 evtl irrpul
Rownfe. Nen proceed to Shp M]. Pmzsln9 me RESET °urton ag claw aN bpuMlMo/mrnn fq e(M(• crew wonrdWlf. Work¢ne« can N
arvad fo a Ille or pdnrW lOf /uturo rnterwncc.
aa. RESIFT button will clear all System TDN Calcula
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