HomeMy WebLinkAboutAPPROVED RAMGOLAM SS PLANS 12"X 12"CONCRETE 32" CHANNEL DRAIN 316 GPM AT
FOOTER WITH 2#5 3.9 FT/SEC THRU GRATE- SINGLE TX T SPA RAISED 12" WITH 6
REBAR UNBLOCKABLE COMPLIANT W/ HYDRO-THERAPY JETS AND A 48"
7TH EDITION (2020) FBC SPILLWAY
PERIMETER BONDING WIRE AT 18" MIN -
24" MAX FROM W.L., (SEE DETAIL)
if 23'
12"X 12"CONCRETE
12"X 12"CONCRETE FOOTER WITH 2#5 EXISTING FOOTER
FOOTER WITH 2#5 LED NICHLESS REBAR
REBAR —
in
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EXISTING FOOTER ,� '
R , I R
61
51611 -•-•-•-•-•-•-•-•-•-•- - - - ............................
EXISTING POOL 5' 12"X 12"CONCRETE
FOOTER WITH 2#5
N O REBAR
O N
Ln TRAVERTINE
PAVERS SET �s
IN SAND
TRAVERTINE PAVERS
OVER EXISTING DECK
44' 151211
TRAVERTINE PAVERS EXISTING COVERED PATIO
OVER EXISTING PATIO
SPA CHANNEL DRAIN
WINDOW/DOOR ALARM SPA CHANNEL DRAIN
SPA RETURNS
WINDOW/DOOR ALARM SPA JETS
WINDOW/DOOR ALARM
THE POOL WILL BE PROTECTED BY A SCREEN
ENCLOSURE WITH SELF CLOSING, SELF
LATCHING DOORS. ALL DOORS AND WINDOWS
PROVIDING DIRECT ACCESS FROM THE HOME
TO THE POOL SHALL BE EQUIPED WITH AN
EXIT ALARM COMPLYING WITH UL 2017.
SCALE: 1/4" = 1' W
a
d
W
Name: RAMGOLAM — ex ENGINEER
Q Address: 87 AQUA RA DR F47'� ERS
SPA SPECS DECK EQUIPMENT ScPOOLS
SIZE: TX T SQUARE SQFT: 49 DECK TYPE: TRAVERTINE PAVERS SET IN SAND POOL PUMP: EXISTING City: J ENSEN BEACH
DEPTH: 3' PERIMETER: 28' „ 2ND PUMP: JANDY 2 HP PUMP AND A DANDY 2 HP BLOWER State/Zip: FL 34957 • Dgitally signed by Marvin R
TOTAL DECK SQFT: 1,389.54 PERIMETER: 335 10 Marvin RD'N:Rodgers
EST TOTAL GALLONS: 523 SPILLWAY: 48" ELEVATION: TBD FILTRATION: Job # • 3915 725 SE MONTEREY RD c=US,o=unaffiliated,
LIP STYLE: ou=A01410C000001725DB6E2C
RAISED HEIGHT: 12" JETS: 6 HEATER: AQUACAL 140K BTU HEAT PUMP Stuart FL 34994Rodgers
A0001 8119,cn=Marvin R
MATERIAL 1: TRAVERTINE PAVERS MATERIAL 2: I have reviewed and I give my ' RO g e rs Rodgers
RETURNS: 2 TILE: 6" X 6" FILTER SIZE: INLINE: Date:zozl.o4.zzzz:48:3s-o4'00'
SPECIAL: TRAVERTINE PAVERS OVER EXISTING DECK AND EXISTING PATIO approval to proceed with the
INTERIOR MATERIAL: FL GEM P H: (772) 419-5151
NOTES: TIMER: TIMECLOCK GAS:
construction of this project. FAX: (772) 419-5101
L I C# RP-252555006
Customer Signature
BRICK COPING
6"x6" TILE
6"x6" TILE (2) #5 REBAR
PAVER PATIO
SPA BENCH 18"
-Pool construction complies with FBC 2020, ANSI-7, ANSI-15 BELOW WATER LINE
APEX PAVERS POOLS
-Water Velocity-Max 8ftZsec as per FBC 2020-R4501.6.3 GRATE SHALL
-Pool Barrier to comply with Section R4501.17-7th edition FBC BE SECURED IN
PLACE SO
-Skimmers comply with FBC 2020-R4501.21.2 THAT TOOLS 4/2" TYP. WALL-3,000 PSI GUNITE
ARE REQUIRED
-Soil bearing capacity assumed 2,000psi @95% compactionFOR REMOVAL 6" TYP, 725 SE MONTEREY RD STUART, FL
FLOOR STEEL-TEX FORM 12 0 0
-Equipment Foundation 3'x7' conc. slab min 3.5" thick pour i OR KRAFT WALL
place or approved Hurricane Rated precast equipment pad
TRENCH DRAIN #3 @ 12" O.C.B.W. PH 772-419-5151 FAX 772-419-5101
PAVERS
GRAVEL BE TO PUMP 12" CPC - 1458696
SPA WALL SECTION FOOTER DETAIL
Total Dynamic Head Jared (NO SCALE) (NO SCALE)
7TPro y®
Cakulation Worksheet Series
POOL LIGHT Determine Pipe Sizes: HYDROS
Corrrpany. 1"FX PAVER&POOL job#--0 Date; JUCTION BOX Trunk Piping to be__2.5_inch to keep velocity @ 8 fps max. at-jjl-gpm Maximum System Flow Rate.
Job Narn,:jRAMG0LAM-SPA I address:= _2�\ Return Piping to be- f.5-inch to keep velocity @ 8 fps max. at_j!Z_gpm Maximum System Flow Rate.
CIWTown.1 I Stf.: Zip Code: YARD BY EXISTING Main Drain Cover(---- SEE ABOVE ____) System Flow Rate must not exceed approved cover flow rate.
EXISTING (Make and Model) See Engineering Page for Drain Configuration
Instructions.Data can only be added to the ye cells.Steps 41&2 are for calculating Pool Volume In Gallons andfor establishing a :Z POOL PATIO EQUIPMENT CHLORINATOR FILTER
EXISTING
tamover rate ln Gallons Per Minute(GPM).If the turnover rate Is already established,click on the GPM oottaf the eridof Step#2 and)rppur PUMP
flow mfo,then proo"d to Stop 93.prosshte the RESET button will clear all Imputed hifonnation to sfatli now work&hoor.Wbffth"t 04h be WATER LEVEL JANDY FLOPRO 2
savedro a file orprinted for future reference. Pump Model H.P.
4
S?k
Caution;Pressing the RESET button will clear all A PUMP W/ HAIR & Total H.P.=H.P.x service factor.1 H. or more must be 2 speed or variable speed
System TDH Caktlilatfon Resufts
LINT STRAINER ---
YO&W tells to start a new worksh4ef. J� Filter Make N/A Size
Step;V I Total Friction Loss in Ft.of
alculate Pool Volume: Water(TDHI 50.08 .2 VAC FROM Filter min.area based on 6hr.turnover flow rate pool gal./360 min.=Flow Rate
Width Lc.gth S.,fA.c. A�D�pth GA.- UNDERWATER POWER SUPPLY Divide G.P.M.by Cartridge=.375 or Sand=15 or D.E.=2
0 Total Friction Loss in PSI 21.68 LIGHT SIZE AS DETERMINED Time Controller make N/A Model ------
6 hour turnover rate is required to comply pirith _2� BY LICENSED ELECTRICIAN
APSP 15 and Title 24 Standards Versa Plumb Reduction Resufts Controls must operate a minimum of two speeds.
POOL FINISH I The No q I Pat 313=011&Turnover Rate in Hours: 71 DH Reduction 8.75 q hers override is not to exceed one normal acle or 24 hrs,whichever is le
Gallons RunTime(hm.) Kuntime(min.) GPM 1" PVC Pipe Size 6 fps 8fps
YARD By iutnb
EQUIPMENT
alLuLL
19 VAC FROM
A System TDIIH with Versa rtf S-?
Plumb 11 41.33 11
SCHEDULE 40 PVC SLEEVE CONDUIT �"627 16 gpm 0.14' 21 gpm 0.23'
6 fps suction velociTy required by APSP 15&Title 24 Standards 1.5' 37 gpm 0.08' 50 gpm 0.14'
Calculate Total Length of Suction Pipe:(recommended velocity:6 fps and below) NO BONDING
System CPH Suction Pipe Size Vd,city(ft./) Friction 1�in Ft. Total Length f Firicti�L-,in F,icti�Lin OR GROUND jNERPPt 2' 62 gpm 0.06' 82_g2a 0.10'
a,Sy-te.rpm f w.tc,I ft Pipe Ft. f W.tcr PSI REQUIRED 2.5' 1 88 gpm 0.05' ! 17 gpm 0.02�)
1.5" 14,92 0474 0.00 7Z7__ 3' 136 gpm 0.04' 18-1_q-pm--_T0_7'
2- 9.12 0.138 0.00 0.00 NICHLESS UNDERWATER LIGHT DETAIL -
2.5" 6.46 0059 0.00 0.00 (NO SCALE) PIPING SCHEMATIC- 4' 234 gpm 0.03' 313 gpm 0.05,
Yeraa Plumb 5 stem
3. 4.09 0020 0.00 0.00 6' 534 gpm 0.02' 712 gpm 0.03'
4- 238 0005 0.00 0.00
6" 1.05 0001 0.00 0.00
TOTAL 0.00 0.00
CUSTOM MOLDED PRODUCTS INC.
Rs fps return velocity required by APSP 15&Title 24 Standards P 3:
95 113alculate Total Length of Return Pipe:(recommended velocity:8 fps and below) �a o a o 0 1.4
VENT LINE NOT TO BE SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB 11 Z
Ftet,m PIP,si,, Velocity(Ft./s,ec.) Friction loss in Ft. Total Length of Friction Lou in Friction Lou in FURTHER THAN 40 FT PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
at System GPM of water I ft. Pipe Ft.of W.t.r PSI
FROM POOL 25' MAX
1.5" 14.92 0.474 10 4.74 2.05 c 8-W
WET LENGTH COMPLIANT WITH
�2
2' 9.12 0138 10 1.38 0.60 2020 FLORIDA BUILDING CODE E2 00
2.5" 6.46 OL59 146 8.61 3.73
Z
TO FILTER LISTED TO ASME/ANSI A112.19.8
3' 4.D9 OL020 0.00 0.00 TO JET Li Li 04 N.
X
.0 4' 2.38 0L005 .00 0.00 Pump PUMP,-j., ....I t!,o 1 -_ 111
Z
1.05 oi0ol 0.00 0.00 32" CHANNEL &0 Z_
TO AIR C,
TOTAL 14.72 6.37 DRAIN j. TO AIR 32" CHANNEL DRAIN AND SUMP Cq
VENT 2.5" POOL Z §za
VENT 25506-320-000
• PORTS
lCalculate Total Number of Pipe Fittings:(input Total of each Size Flitting in Yellow Cells) *THREE 2" SOCKET x 2.5" SPIGOT PO F
Y. to
E-
Stmdardilfl- liongitadius913- Tee(straigh rl,,) Friam.1- 7 *DEBRIS GUARD INCLUDED Z Z
Fitting Site F,icti..L.-1.PSI
Elh- Ilb.- Stiridjin,1450 El6c,vv 1,sertc-oling flow) t Tr, f water
*38.79in? OPEN AREA
12
Friction I..in 22.73 9.134 0
*IAMPO LISTED FLOW RATES
2273 000 000 0.00 10.00 0.00 PW
Ft.of Water *WHITE PVC BODY 1364 sh.
2" 2 6 4 *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP �5 9
Friction Lon in 67 2.45 2
Ft. f 1. E�
65 000 oLoo 1.65 2.37 0.00 10
2 Water B
.6" 4 1 1 The maximum flow rating for this suction fitting with the center port plugged and outer ports
Friction Lo"' 030 01)0 496 2 open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
Ft. f Water 3.77 000 071 018 and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
Firict cco 0 GD SPA DETAIL fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM T_
F,ion Lou:. 009 000 QOO 000 -D 00 a Do (NO SCALE) (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
. at,
400
Friction Lin coo OGD /1M
Pt, f W.tc, 0.00 000 000 0.00 0.00 0.00 #8 COPPER
6ii TO GRID
Frid -in G.OG O.Go
Lt. 0.00 000 000 0.0c 0.00 0.00 EXISTING 4-1/2" POOL SHELL-.f We r 1 4
TOTAL 33.36 14.44
ZP Pq
r)
Icalculate Static Suction&Discharge Lift- lCalculate Exit Loss: HORIZONTAL INSTALL
tz 00
co IriputT,talFeat Fricti-Li-in Frictirm Lc-:in Input Si� F Input Number& lirdividul. Fri�bcm L_in F,iai..L.-1.PSI
cif Lift FL of Water PSI Ret-EV&.11 Ret-Eyinbiiii Hii,tur.GPM Ft.eilix., 12"#3 DOWELS EPDXY 0 Z
2 2.00 r, is
SET-3 EMBEDMENT
"
#8 COPPER • Z Cq
TO GR
ID C5
12 O.C.
Straight
Select Jandy 3-Way Valve Select Jandy Check Valve straigivt Z
a 19 E-
Straight Flow Size: Straight Flow Size: Eanu-" VERTICAL INSTALL PA
Z
0 :a. co
E-
I.p.tN.mh,rf Fd&i,. 3yVitive Inpnrl:N.rnb�rof Frirti-L- NEW SPA
wo
`�in Ft' Friction Lor-in PSI in Flictumlo-mPSI
pip.Si- 3-,V.Iv.. t Wort- pipe slae 3V Y.I-. Ft.W Water PoolBond PB-2008
E-
&Pa CO"
1N. D.ao CONSTRUCTION 4Z
0100 0.00 0. Install in Plumbing T at least 3" Below W H
1,5" 1 .4 E-
2" 11211 1 1;1211 2" 1 13.130 0.00 U �Z
7 Water level in Return Piping.Install E
2.6" 0 0.00 0.00 T"
3" 000 l� 3" 1 0.00 0.00 in sprinkler box for easy access E_Cq 013.0 0
Z
Pill
52 Cq
'Coe
SelectJandy 3-Way Valve 90' 9w Select Jandy Check Valve 9., Flow WATER BOND DETAILS FOR NEW TO EXISTING DETAIL E-i Pk ci
Flow Size: Flaw 90'Flow Size: (NO SCALE) 00 10
,Hk L9 NICHLESS LIGHT SYSTEM 0
PA
Check Valve Input Number ct Pricb-I-.in Ft.
Z E , "-
pip.si- Ch.ck V.1- fW.t.r Fnrtion to�s in Psi Ch-k Y.Iv. Input Number of Fri�tiLin ftmtmn Loss in PSI Jandy FloPro Styes Pumps SPA
Pipe Si- Chc& Ft f w.t.. SPA JJETSE-N Mac-Rated(FIH PM) U 00
0 2 L)
1 o. 0.00 0.00 1.51 0.00 0.00 CO 9 5 8
Total Ow amic Head Pmn d%Per%qua re I nch Cq
2" 0.00 0.00 2" 0.00 0.00 feet of Weser) {Psi) IN I
2.6" 0.00 0.00 2.6" 1 0.00 O.DO
31, 0.00 0.00 PRESSURE GAUGES INSTALLED ON HYDRO-STATIC RELIEF P4
Total 3-Way Valve Loss 0.00 0.00 Total Check Valve Loss 0.00 0= FILTER PUMP FOR FINAL INSPECTION DEVICE INSTALLED IN 35
AREAS THAT EXCEED 1' DC
Step#9 WATER TABLE IN SHELL
Select,land Heater Type and Size: so M.RANDALL RODGERS,P.E.
Fl,License No.68212
F.&Water PSI
1801 Hazelwood Drive
DEVICE
INSTALLED
AREAS
AS THAT WATER TAB,
Nose 0.00 0.00 None 0.00 RENCH DRAIN 25
Ft Pierce,FL 34982
20
Select Jandy Backwash
cksh Valve: Select AquaPure Salt Cell: SC DESIGNED FOR: (772)201-1634
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31
NLeV tde Valve MpV Feet Of Head Feet Of Head TO GRAVEL BED 15
Fla w.F iPM.15 FP"I N11,
IBM Install 90p Install D RR APEX PAVERS &POOL
Selcrt1jkwh rricti-toin Fri&im,L�in Cell Firi&i�Leu in F,i&im Le-m I iPM D HP,345D RPM
V.lv. Ft. r wat- PSI Select S.It 2" POOL ***ELECTRIC NOT INCLUDED""
Ft.&Water PSI FI�P.,:HPW
1225RFM
Non* None Vacuum Head + Pressure Head -FkL0_F1PM LHP UMRW ROMGOLAM RESIDENCE
Total Dynamic Head _Z_ Pill PREPARED BY: SHEET:
• MAIN DRAIN D zz zzz DHF NIBUR 87 AQUA RA DR
Fro F Pat:5,, STEVE HORST
lSelect Caretaker In floor Valve: RF� PM i H. Pill JENSEN BEACH FL
DRAFTING&
Seleetin-flaw Fricidentossin FrcUon Less in an POOL DETAIL j:: )D i 14D ISD 181D 171) 101) 19D 2DD 21D 22D 23D 24D 251)
V.I. Ft, f Waot, PSI (NO SCALE) ')"� i DESIGN SERVICES
None Pro Series FU LL 95 GPMF1#i1als,Gallen a Plur Minute
byZODIACC (OPM) (772)201-7846 horst.steve@yahoo.com /V2