HomeMy WebLinkAboutR2C FIX PG 2 2020 CODE NOTE: REMOVE GRATE&
Ya" PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN &ATTACH AUX. PUMP OVERPOUR OR CAP TILE (2) #3 REBAR O R
LINE WHEN EMPTYING POOL WHERE APPLICABLE �.,, :
6"x6" TILE ~a (1) #5 REBAR
—Pool construction complies with FBC 2020, ANSI-7, ANSI-15 GRATE SHALL % 4" SLAB
p BE SECURED IN INTERIOR 2500 FIBER MIX POOLS
—Water Velocity—Max 8ft/sec as per FBC 2020—R4501.6.3 PLACE SO FINISH �" TYP. WALL-3,000 PSI GUNITE
THAT TOOLS
—Pool Barrier to comply with Section R4501.17-7th edition FBC ARE REQUIRED 8" • •
—Skimmers comply with FBC 2020—R4501.21.2 FOR REMOVAL STEEL-TEX FORM
OR KRAFT WALL y
—Soil bearing capacity assumed 2,000psi C�95% compaction 6" iYP. FLOOR ''.••�
—Equipment Foundation 3'x7' conc. slab min 3.5" thick our in TRENCH DRAIN 3,000 PSI N3 ® FOR
DEPTHS
Q"
p GUNITE NOTE: FOR DEPTHS U
place or approved Hurricane Rated precast equipment pads TREADED ?#` GREATER THAN 6' ADD
PLUG (1)#3 COVE BAR ®6" O.C. C( DREG
---^— �. : I N C
GRAVEL BE To PUMP 1�k
-
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE) (NO SCALE)
DECK 1 ROW OF WATERLINE TILE
WHEN PROVIDED DECK
GAUGES INSTALLED ON FILTER
SHALL BE AT 20" MAX CHLORINATOR
FILTER PUMP FOR FINAL INSPECTION WATERLINE
LINT STRAINER MAX 6 —0 LIGHT SHALL
BELOW THE PUMP W/ HAIR & 3 -6 WALLS
WATERLINE
O�RESURNS 1 #3 STEEL® 12" O/C E.W. SLOPE
\ NOT
luui, lliu,,, PO LEVEL FLOOR
6"THICK GREATER
THAN 11"
FLOOR SLOPES
18"
x �'� �\ �' � FLOOR SLOPE SHALL BE
REASON�
LY UNIFORM AND
-0SKIMMER COMPLY�WITH ARTICLES 5 6.1
N
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 THRU 5.6.3 THE SLOPE OF THE FLOOR FROM
Feet Of Head Feet Of Head THE SHALOW END WALL
POO`pFtN�N <R ONE NOW EXCEED EI DFOOT AN�7 FOOT
Vacuum Head + Pressure Head cvmNE\_i)ON 3'-6" 24'-6" 4'-0"
= Total Dynamic Head
SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE)
(NO SCALE)
#8 COPPER
TO GRID CUSTOM MOLDED PRODUCTS INC.
HYDRO-STATIC RELIEF SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
DEVICE INSTALLED IN PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
AREAS THAT EXCEED 1' HORIZONTAL INSTALL
WATER TABLE IN SHELL COMPLIANT WITH
2020 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8 Li
RENCH DRAIN Pipe Size 6 fps 8-Fps
#8 COPPER p p
TO GRID 32" CHANNEL DRAIN AND SUMP »
25506-320-000 2.5 1 16 gpm 0.14 21 gpm 0,2 3
VERTICAL INSTALL *THREE 2" SOCKET x 2.5" SPIGOT PORTS � '
*DEBRIS GUARD INCLUDED 1,5 37 gpm 0 08 50 gpm 0,14
TO GRAVEL BED PoolBond PB-2008 9P
*38.79in? OPEN AREA 2" 62 m 0,06' 82 m 0,10'
*IAMPO LISTED FLOW RATES
2.5" P00 Install in Plumbing T at least 3" Below * *WHITE PVC BODY TO PUMP 2,5" 88 gpm 0,05' 117 gpm 0,09'
Water level in Return Piping.lnstall COVER GOES OVER BODY TO GIVE FINISHED LOOK
in sprinkler box for easy access 3" 136 gpm 0.04' 181 gpm 0.07'
The maximum flow rating for this suction fitting with the center port plugged and outer ports
MAIN DRAIN open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor) 4" 234 gpm 0,0 3' 313 gpm 0.0 5'
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
POOL DETAIL WATER BOND DETAILS FOR fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM 6" 534 gpm 0.02' 1 712 gpm
(NO SCALE) NICHLESS LIGHT SYSTEM (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4"THICK WALLS W/#3 REBAR 012" O.C. EACH WAY Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
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 1. Calculate Pool Volume: ___XXX___ft_XXX_x 7.48(gal/Ft) = ___XXX___gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: ___XXX____ gal / ___XXX - XXX___+___XXX _ -_ _ XXX
s ft. (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
6 ft. Determine Pipe Sizes:
Trunk Piping to be_l•5__inch to keep velocity @ 8 fps max. at_ 117_gpm Maximum System Flow Rate.
3 ft. 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 Rate must not exceed approved cover flow rate.
J:. J r. J:. (Make and Model) See Engineering Page for Drain Configuration
¢. ¢• ¢.
Co 00
Pump Model PENTAIR SUPERFLO VS H.P. 1.5
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE Total H.P.=H.P.x service factor.1 H.p.or more must be 2 speed or variable speed
PCB SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT Filter Make PENTAIR C&C Size 100
* No UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED Filter min.area based on 6hr.turnover flow rate pool gal.1360 min.=Flow Rate
PRIOR TO THE POURING OF THE PATIO Divide G.P.M.by Cartridge=.375 or Sand=15 or D.E.=2
Time Controller make ON PUMP Model ------
POOL LIGHT Controls must operate a minimum of two speeds.
MISC. NOTES JUCTION BOX I The higher s eed override is not to exceed one normal cycle or 24 hrs whichever is less
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE _ YARD BY
COLOR OF GEM FINISH FOR VISIBILITY Z_
2. HANDHOLD TO BE INSTALLED ARE WHERE POOL PATIO EQUIPMENT
DECK RAISED +6"ABOVE POOL ,,; •4
x WATER LEVEL
M.RANDALL RODGERS,P.E.
< FL License No.68212
wATERUNE
1801 Hazelwood Drive
04 z - 12 VAC FROM R Pierce,FL 34982
UNDERWATER
a � POWER SUPPLY (772)201-1634
0 0 STEP DETAILS LIGHT SIZE AS DETERMINED DESIGNED FOR:
V) o Aj
1. TREAD IS MIN OF 10" WIDE. BY LICENSED ELECTRICIAN
0 2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT
Co
o� 3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM POOL FINISHPOOLS BY GREG
STEP WHERE DEPTH IS 4' OR GREATER 1" PVCa 4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. SCHEDULE 40 PVC SLEEVE CONDUIT FIX RESIDENCE ***ELECTRIC NOT INCLUDED***
Z Uj
NO BONDING 750 SE HIDDEN RIVER DRT�L TMarvin RRodg rs signed by Marvin R PREPARED BY: SHEE 1:
Rod ers PORT ST LUCIE FLSTEVE HORSTJ OR GROUNDDN:c=US,o=Unaffiliated,REQUIRED ou=A01S,o=U0001ated, E2CA0
0018119 cn=Marvin R Rodgers '
STEPS NICHLESS UNDERWATER LIGHT DETAIL Rodgers Date:2021.02.0322:34:17-05'00' DRAFTING&
(NO SCALE) (NO SCALE) DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com