HomeMy WebLinkAboutApproved Plans—File
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-Pool construction complies with FBC 2014, ANSI-7, ANSI-15
-Water Velocity -Max 8ft/sec as per FBC 2014-R4501
-Pool Barrier to comply with FBC 2014-R4501
-Skimmers comply with FBC 2014-R4501.21.1
_ C.,, ilr....onL Cniin(InFinn A'�7' �nnn �InF, min 3 �i" }hinU nniiF
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
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
,.5" POOL
2.5" SPA
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/#3 REBAR 01V O.C. EACH WAY
0' To 3' - 8" THICK WALLS Wi REBAR 012' O.C. EACH WAY
3
3
3
<11
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
• SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
V��'
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
' NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
'
• COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROMDED
Pli TO THE POURING OF THE PATIO
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HNRDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
STEPS
(Pli
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 SOUD GUNITE 3000 P.S.I.
REMOVE GRATE"
BRICK
NT PLUG FROM MAIN) COPING
ATTACH FROM
PUMP
EN EMPTYING POOL
6"x6" TILE
GRATE SHALL
BE SECURED IN INTERIOR
PLACE SO FINISH
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
6' TYP. FLOOR
3 000 PSI
A' PER FT.
BRICK PAVER PATIO
C' TYP. WALL-3p00 PSI GUNTE
STEEL-TEX FORM
OR KRAFT WALL
3 012" OCBW
TRENCH GRAIN GUNITE NOTE: FOR DEPTHS
TREADED GREATER THAN 6' ADD
PLUG ti' (1)#3 COVE BAR 06" O.C,
GRAVEL BE TO PUMP �f
TYP. WALL SECTION & WELL POINT
BRICK COPING
6'x6" TILE
SPA BENCH 18"
BELOW WATER UNE
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
GRAVEL
(NO SCALE)
6"x6" TILE
PAVER PATIO
.'�-'?,.S,v:i'':' ,• 4v" TYP. WALL-3,000 PSI GUNITE
V TYP.
FLOOR '` "•'A STEEL-TEX FORM
?•.�:��;;"Y OR KRAFT WALL
#3 0 12" O.C.B.W.
r;.
TO PUMP -
SPA WALL SECTION
(NCI SCALE)
VENT UNE NOT TO BE
FURTHER THAN 4D FT
FROM POOL.25' MAX
WET LENGTH
TO JET . •y;;: TO FILTER
PUMP ,. 32" CHANNEL `I•i PUMP
TO AIR 'i, 1. DRAINZ - TO AIR
VENT %;};{v� +.Vc.•� VENT
SPA DETAIL
(NO SCALE)
POOL PATIO
WATER LEVEL
UNDERWATER _
LIGHT
POOL FINISH
12 VAC FROM -
POWER SUPPI-
1" PVC
CONDUIT
SCHEDULE 40 PVC SLEEVE
:•"• NO BONDING
-1C,'• OR GROUND
t+ REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
12"
12"
(2) #3 REBAR OR
(1) #5 REBAR
PAVERS
FOOTER DETAIL ME SCALE)
HEATER
CHLORINATOR
�L gE1URNS
HEATER
BY-PASS
�MY(EB
P00L OPN2
CNPNNELN
FILTER
SPA 3N}2
CNANNFJ- OFWN oxov
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC,.
PUMP W/ HAIR &
UNIT STRAINER
PUMP W/ HAIR &
r LINT STRAINER
SINGIF CHANNEL DUAL 0 m R CMP 25506-32X VGB
PER FRC4501.6.8 COMPLIANT 32" CHANNEL DRAIN
COMPLIENT W/107.2.1 OF THE
2014 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112198
32" CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
•IAAIPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flow rating for this suction felting with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2S* plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2' plumbing, The maximum flow rating for this auction
titling with the outer ports plugged and the center part open is 200 GPM (Boor) and 168 GPM
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
V PHP2"74PERFORMANCE CURVCIRCULATI(
_ 100 PUMP
0 aA
W80.
U. 10. ..
^„- m-1 RPM
•4
ltT _
2 `
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4 1d
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0 10 20 30 40m Da ra W ea 100 1In Im 130 14a 160
FLOW GPM
LOW 45 gpm
HIGH 109 gpm
Ja"y FtoPro Series Pumps
Ann x.Ftenea(FHFVi SPA JETS
TamellxpwwPnw.ds tASs me4.
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■■■■�■■■■■.�
soon
MINES
.w�LE�anEnNni
ii■■i
FIE
ft
`l■s13in
lnPPON
�M0
MINESL
10
on
n t4 to Ft *4 W � YA ]W YW 1We ,� i8t tC0 u¢e ?78 P59 rBB &`9Rr4
HIGd 95 GPM &; wns*PaAwx.
APEX PAVERS &POOLS
834 SE LINCOLN AVE. STUART, FL
PH 772-419-5151 FAX 772-419-5101
RP-252555006
DECK
W-0" 1
1 ROW OF WATERLINE TILE
WATERLINE
5'-6"
1 MAX 6' THICK
-
#3 STEEL 0 t2' O/C E.W.
ON
w11111e l �.11111111
FLOOR SLOPES
Race VORE Wit BE
REASONABLY UNmml w
COMM %YH Axrcas
TMBu s.sa
4'-O'1
115'-0"1
TYPICAL SECTIONTHRU POOL ISCALE)
Lkl.S
5J6U.
NE
SLOPE
ORfA ID
THAN 11
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer CIRCULATION
1. Calculate Pool Volume: ___=_ft_x 7.48(gal/Ft) = ___=-gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: __L 7 _ gal / _225 -_=_45 _+_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
ToWH.P: H.PxseMcehCtor.lHy.ormoremustbs2speedorvedablespeed
Filter Make JANDY CS She 200
Mix min area based on 0%em0var flaw whet pool gi j 380 min. = Flow Role
DMide G.P.M. by Carbidge=.375 or Sand =15 or D.E. = 2
TiimeController make ON PUMP Model ------
Controls must opemte a minimum of two speeds.
Thehilff a4wddebnmtow=WonenamM or2Ahmwhicheverislm
Pipe Size
6 fps
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 cigm 0.10'
2.5'
B8 gpm 0,05'
17 gpm 0.09
3'
136 gpm 0.04'
181 gpm •07'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm '
Determine Pipe Sizes:
JLIS UNLY
Trunk Piping to be_2_5_inch
to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Return Piping to beM-
inch to keep velocity ® 8 fps max. at II 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 H.P. 2
Toml H.P.=H.Px wvke b*r.l Np. or mare must bet speed or vadablo speed
Filter Make N/A She ---
Fitter min. area based on 8hr. srmoverlow rate pool gal.1380 min. = Flow Gale
Divide G.P.M. by Caridge =.375 or Sena =15 or D.E. = 2
Time Controller make ly/A Model ------
Controls must operate a minimum oftwo speeds.
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpin 0.23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 call 0.10,
2.5'
88 gpm 0.OS'
17 gpm 0.09
3'
136 gpm 0,04'
181 gpm .07'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
APEX PAVERS & POOL
AMSALEM RESIDENCE
3001 NW RADCLIFFE WAY
PALM CITY, FL
ENGi HARVEY E KOEHNEN
PROFESSIONALENGDMM PI -32831
7205 ELYSE CIRCLE
PORT ST LUCIE,FL 34952
(�77722)189-3035 fax
2116117