HomeMy WebLinkAboutREVISION-SIGNED PLANS 11.3.20POOL SPECIFICATIONS
44'-0"
N
I
00
N
00
I
N
Digitally signed by Marvin R
Marvin R Rodgers
DN: c=US, o=Unaffiliated,
ou=A014100000001725DB
MAX. WIDTH 15'0"
MAX.LENGTH 30'0"
PERIMETER 81'
AREA 359 sq.ft.
MIN. DEPTH 3'6"
MAX DEPTH 5'6"
ACCESS RIGHT
ELEV. TOB T.B.D.
EXCAVATIED DIRT HAUL
RAISED BEAM N/A
TILE 6x6
STEP EDGE 2x6
COPING EDGE OVERPOUR
INTERIOR FINISH GEM COAT
SWIMOUT (1)
LADDER N/A
HANDRAIL NO
GRAB RAIL NO
FILTER PENTAIR C&C
TIMECLOCK N/A
CIRC. PUMP PENTAIR SUPERFLO VS
POOL DRAIN 302 CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 4
VAC. LINE STUBOUT
SKIMMER (1)TILED
CHLORINATOR IC30
FILL LINE N/A
OVERFLOW N/A
WATERFEATURE (1)BUBBLER, (2)HYDRO JETS &
(2)DECK JETS
LIGHTS POOL (1) LED COLOR GLOBRITE
ELECTRIC BY HORIZON
TRANSFORMER YES
J. BOX YES
HEATER NO
SIZE ------ btu
GAS TYPE N/A
TANK N/A
HOOKUP BY N/A
PATIO SPRAY DECK
SQ FT ±500
TERMITE YES
DONE BY BUGMAN
EXISTING PATIO NO
SQ FT ±----
DECK DRAIN 37'
PLANTERS NO
APPROX. GALLONS 12,000
G.P.M. --
TURNOVER 6 HR. 0 MIN.
SCREEN ENCLOSURE NO
FOOTERS YES
CHILD BARRIER CHILD BARRIER FENCE
JOB INFORMATION:
HORIZON POOLS
REKUS RESIDENCE
7437 BOB 0 LINK WAY
PORT ST LUCIE, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
Ft Pierce, FL 34982
(772)201-1634
***ELECTRIC NOT INCLUDED***
FBC 2017 Compliance NEC 2017 Compliance
PREPARED BY: Jrittt, l :
STEVE HORST 1
DRAFTING & DESIGN SERVICES
(772)201-7846 horst.steve@yahoo.com 4
Ro d g e rs ...CA00018119,
cn=Marvin R Rodgers
Date: 2020.10.29 21:13:33
-04'00'
—Pool construction complies with FBC 2017, ANSI-7, ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3
—Pool Barrier to comply with Section R4501.17-6th edition FBC
—Skimmers comply with FBC 2017—R4501.21.2
—Soil bearing capacity assumed 2,000psi @95% compaction
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in
Dlace or aDDroved Hurricane Rated precast ecUlDment Dads
NOTE: REMOVE GRATE &
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP OVERT 0
LINE WHEN EMPTYING POOL WHERE
6"x6
GRATE SHALL
BE SECURED IN IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
Y" PER FT. MIN SLOPE
R CAP TILE
APPUCABLL •. .'�. ,�;
TILE
I4" SLAB
TEROR 2500 FIBER MIX
FIN
SH 4y" TYP. WALL-3,000 PSI GUNITE
6" TYP. FLOOR
TRENCH DRAIN 3,000 PSI
GUNITE
TREADED
PLUG
— STEEL-TEX FORM
OR KRAFT WALL
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
(1)#3 COVE BAR @6" O.0
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT
(NO SCALE)
a
•
•
FOOTER DETAIL
(NO SCALE)
WHEN PROVIIDED PRESSURE GAUGES INSTALLED ON FILTER
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION CHLORINATOR
BELOW WATERLINE NYDROg� gDFOK 3�5 50ENS
INFER ,.
a 3-*-Ell
`c
O
N
Vacuum (In Hg) X 1.13
Feet Of Head
SWIMOUTS
(NO SCALE)
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TO GRAVEL BED
MAIN DRAIN
POOL DETAIL
(NO SCALE)
': -'r Ell
Pressure (PSI) X 2.31
Feet Of Head
5\00V1
p00\- 0�2A CVFANER
Vacuum Head + Pressure Head CNNNNE� DRP�N
= Total Dynamic Head,
#8 COPPER
TO GRID
HORIZONTAL INSTALL
#8 COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
9 ft.
6 ft.
-J
J
J :
__j
' Co
oo ;
P
Y
Y
QO
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
F� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
WATER LEVEL
UNDERWATER
LIGHT
POOL LIGHT
JUCTION BOX
POOL PATIO
cZ
cfl
Z
- 12 VAC FROM
POWER SUPPLY
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
YARD BY
EQUIPMENT
POOL FINISH .... .`
1 " PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET
PER FRC4501.6.6
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8
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 PUMP
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 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.
PUMP W/ HAIR &
LINT STRAINER
CMP 25506-32X VGB
COMPLIANT 32" CHANNEL DRAIN
RETURN TO POOL
MISC. NOTES THREE—WAY
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE WATER TO SHEER VALVE
COLOR OF GEM FINISH FOR VISIBILITY DESCENT
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
10" F�4.
I�
75
0-
<......FILTER
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 SOLID GUNITE 3000 P.S.I. SUCTION FROM POOL
STEPS
(NO SCALE)
TYPICAL SHEER DESCENT DETAIL
www.horizonpools.net Wade M. Clarke
N Licensed & Insured
Lic# RP-0067256
z �
- rizon
POOLS. INCIIIIIIIIIIII
Q%4
;
- ` NEW CONSTRUCTION & REMODELS
_ 32 Years Ecperrence on the Treasure Coast
Email: horizonpools@att.net Office: 772.405.1130
DECK
M
1 ROW OF WATERLINE TILE
WATERLINE —
» LIGHT WALLS
MAX 5 — 6 SHALL
NOT
1 #3 STEEL @ 12" O/C E.W. SLOPE
6" THICK GREATER
FLOOR SLOPES THAN 11"
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLES 5.6.1
THRU 5.6.3
THE SLOPE OF THE FLOOR FROM
THE SHALOW END WALL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
16i-06 5'-0"
28'-0"
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
8fps
1"
16
gpm
0.14'
21
gpm
0,23'
1.5"
37
gpm
0.08'
50
m
0.14'
2"
62
gpm
0.06'
82
gpm
0.10'
2.5"
88
gpm
0.05'
117
gpm
0.09'
3"
136
gpin
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: ___M ___ft_XXX_x 7.48(gal/Ft) = ___XXX ___gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: ___ XXX____ got / ___ XXX - XXX __+___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 @ 8 fps max. at_ 82_gpm Maximum System Flow Rate.
Return Piping to be 2 __inch to keep velocity @ 8 fps max. at 8?__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 PENTAIR SUPERFLO VS H.P. 1.5
Total H.P.=H.P.x service factor. 1 H.p. or more must be 2 speed or variable speed
Filter Make PENTAIR C&C Size 150
Filter min. area based on 6hr. turnover flow rate pool gal. / 360 min. = Flow Rate
Divide G.P.M. by Cartridge = .375 or Sand =15 or D.E. = 2
Time Controller make ON PUMP Model
Controls must operate a minimum of two speeds.
The hiaher speed override is not to exceed one normal cvcle or 24 hrs, whichever is less
TI C'TfIXTTT T/ln _
HORIZON POOLS
REKUS RESIDENCE
7437 BOB 0 LINK WAY
PORT ST LUCIE, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
Ft Pierce, FL 34982
(772)201-1634
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 3
DRAFTING &
DESIGN SERVICES 4
(772)201.7846 horst.steve@yahoo.com