HomeMy WebLinkAboutConstruction PlansNOTE: REMOVE GRATE & BRICK A' PER Fri MINA SLOPE y
WELL POINT PLUG FROM MAIN COPING
DRAIN & ATTACH AUX. PUMP (2) #3 REBAR OR
UNE WHEN EMPTYING POOL r A ti u
6°x6" TILE
(1) #5 REBAR
—Pool construction complies with FBC 2014, ANSI-7, ANSI-1 5 GRATE SHALL BRICK PAVER PATIO
—Water Velocity —Max 8ft sec as per FBC 2014—R4501 E SECURED IN INTERIOR
y /PLACE SO FINISH 4yx- ,WALL POOLS-
-Pool Barrier to comply with FBC 2014—R4501 THAT TOOLS
ARE REQUIRED R
—Skimmers Comply with FBC 2014—R4501.21.1 FOR REMOVAL STEEL—TEX FORM
OR KRAFT WALL
6" 1YP
TRENCH DRAIN FLOOR #3 ® 12" O.C.B.W. Q »
NOTE: FOR DEPTHS U
TREADED :.(' a GREATER THAN 6' ADD
PLUG .} ' % (1)#3 COVE BAR 06" O.C. PAVERS "0°w
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT FOOTER DETAILf
(NO SCALE) (NO SCALE)
DECK
WHEN PROVIIDED PRESSURE GAUGES INSTALLED ON FILTER Raw of WATERLINE TILE
SHALL BE AT 20" MAX FILTER PUMP FOR'FINAL INSPECTION CHLORINATOR
BELOW THE / WATERLINE
WATERLINE uNTP RR & MAX g'—p" UGHWALLS
N
7 WE
pool R��S LEVEL FLOOR 1. #3. STEEL 0 127 O/C E.W. &O E
6" THICK GREATETHAN
- FLOOR SLOPES t1
FLOOR SLOPE SHkI IF
REASONABLY UNIFORM ANa
N ` % SµWAMER CNPLY M mom 5.6.1
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 ,NrM ss.e
THE SLOPE OF THE Roos FaTu
Feet Of Head Feel Of Head 1HE 51WOW Ew.wAa
IDWARDS THE DEEP AREA RHAII
pOOL OPNZ ��.NER UNE Nor aaEEn 1 FOOT IN 7 E22
Vacuum Head +Pressure Head
= Total Dynamic Head
SWIMOUTS
(NCI SCALE)
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
- -TRENCH DRAIN
1 AS*' VLTNT
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - e THICK WALLS. W/k3 REBAR 01r O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/13 REBAR 042' O.C. EACH WAY
0' TO 3- - 8- THICK WALLS WW//. REBAR 012- O.C. EACH WAY
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIENT W/107.2.1 OF THE
2014 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI AT 12198
Li
32" CHANNEL DRAIN AND SUMP .5
25506-320-000
*THREE 2' SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDEDi
*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 rifting 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 parts 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.
RETURN TO POOL
THREE—WAY
WATER TO SHEER VALVE
DESCENT
30 —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
gpm
0,14'
2'
62
gpm
0,06'
82
0,10,
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: .35gpm per skimmer
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
STAINLESS STEEL
HANDRAIL
;AME BONDING FOR
LADDER)
OR W/ #8 BOND
&APPR BOND
CLAMP
3OND WIRE
IPPR. CLAMP
Electrical Equipment Wiring, Grounding sold
Installation must conform to the 2011 N.EX.
and applicable local codes
I SERVICE I
W/P
GAI
NUTE%
WATER -PROOF G.P-I.
MUST NOT DD MORR
THAN 20' - 0" FROM
POOL-BDGUAND
Nor %Vrr11IN 6' - O"
OPPOOL-EDGD
Sec.680.22(3)
12v LIGHT
EbIA-CONDUM
TMNSPORDIEE
POOL TIMER W/S.T.
TOGGLE-SWITCII
NECAPPROYMV
PVCCONDUfr
2vu
JUNCTION-BOX(S)
J.D. MIN Or• 8"
ADOVE POOL DEac
sZZ
NOM, Alam MM-WaU(,QL4UrQWWfToN.HCAW=A'0600
ELECTRICAL DIAGRAM
W.L
18" MIN.-2V MAX,
#8 SOLID BARE COPPER
BOND WIRE W/APPR. CLAMPS
(ONE ON EACH SIDE OF
ENTIRE POOL-4-TOTAL)
PERIML•TER
4" TO G"
BELOW SUB- GRADE
1- #8 BARE COPPER WIRE
BONDED TO POOL
STEEL AS SHOWN
NOTE: BONDING GRID REQUIRED AT
PERIMETER Or POOL IN AREAS
OP PAVED DECI(ING ONLY
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION
OF TI3E N.E.C. 2011 SEC.680.26
Equipotential Bonding
Loop #8 copper around Pool n
Bonded to pool steel in 4 Places N.E.C. 2011:.'.:
sec. 680.26(C)'
Install pool/spa perANSI3,5,7 and 15 .
Digitally signed by Harvey E Koehnen
H fir` , �� /E DN: cn=Harvey E Koehnen, o=Treasure Coast
1 i/ ,I ; '� Building Engineers Inc, ou=Professional
Engineer PE32831,
Koehnen f,K mail=hkoehnen@tcbeweb.com, c=US
Date: 2016.04.0412:03:55-04'00'