HomeMy WebLinkAboutRevisions; Page of Plan Revised to correct number of RebarsOFFICE USE ONLY:
DATE FILED: �b'a_du�Ci
REVISION FEE:
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PERMIT #
f ue CEIPT #
PLANNING & DEVELOPMENT
BI rILDING &t CODE REGULATION
2300 VIRGINIA AV91
FORT PIERCE, FL 8
(772) 462.1;t
APPLICATION FOR BUILDING P
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
3411 SOUTH INDIAN RIVER DRIVE
s—
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
PAGE OF OF PLAN REVISED TO CORRECT THE NUMBER OF #5 REBARS BEING USED. THIS WAS A TYPO ERROR
BY THE ENGINEER, THE NUMBER OF #5 REBAR IS ONE (1) NOT 2 AS ORIGINALLY SHOWN.
CONTRACTOR INFORMA ON:'i
STATE of FL REGJCERT. #: CPB141 W6 ST. LUCIE CO CERT. #: 26674
BUSINESS NAME: JM CUTOM POOLS INC
QUALIFIERS NAME: JOHN M, Y
ADDRESS: 2503 DYER ROAD
CITY: PORT ST. LUCIE STATE: FL ZIP: 34952
PHONE (DAYTIME): CINDY (56 )3D9 zaa32 FAX:
OWNER/BUILDER INFORMATION:
NAME: N/A
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: M. RANDALL RODGERS
ADDRESS: 1601 HAZELWOOD DRIVE
CITYY: FORT PIERCE STATE: FL ZIP: 34962
PHONE' (DAYTIME): 772-201-1634 FAX:
SWC: 9123109
Rsed 06130117
—Skimmers comply with FBC 2017—R4501.21.2
—Soil bearing Capacity assumed 2.000psi 095% compaction
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in
BELOW THE
WATERLINES
Z
r
SWIMOUTS
(Nor SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
nw1..
Vacuum (in Hg) X 1.13
Feet Of Head
..anb„
IV
Pressure (PSI) X 2.31
Pat: Of Head
Vacuum Head + Pressure Head
= Total Oynamic Head
HYDRD--STATIC REUff
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE 4_ _
6' AND FORTIHER - 4- THICK WALLS W/13 ROM 012' D.C. EACH WAY
S TO 6' - 6- THICK WALLS W//3 REBAR 012- O.C. EACH WAY
0' TO 3' - 8- THICK WALLS W/j3 REBAR III O.C. FICH WAY
J
J
•
J .
J
3
.
3
r
MISC. NOTES
1. ALL SIEPS AND SWNOUT BENCH EDGES
WILL HAVE 2x6 CAPTE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISBLRY
2. HANDHO D TO BE INSTALLED ARE WHERE
DECK RINSED +6' ABOVE POOL
3 ft.
EXCAVATION Nm THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
VV' - SHORING IS INSTALLED AT EXCAVATION NB SHORNG SHOOED BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNOAPPROVED 6 ANY
G OCCURS OR ENGINEER APPROVED 006
* COMPACTION TEST OF THE BN:KFILLFD MATERML ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
STEP DETAILS
1. TREAD IS MIN OF 10' Wes.
2. BOTTOM & TOP RGERS MAY VARY IN HEIGHT
3. RISER NOT GREATER THAN 12' Di BOTTOM
SDP WHERE DEPTH IS 4' OR GREATER
4. ALL STEPS TO BE SOLID GUNfE 3000 P:SL
STEPS
(NO SCALE)
SM REMOVE GRATE &
BPoa(
�A� . MN� SLOPE
III PONT PLUG FROM MAN
COPING
'
O & ATTACK AUK RAP
,,.
ONE YAEA DIPIYNf. POOL
r.
6'x6' TILE
wi7
GRATE SMALL
BRICK PAVER PATIO
BE SECURED IN
INTERIOR
PLACE SO
FINISH.
W TYP: WALL-3,000 PSI GUNIIE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
`i
SM-TEX FORM
OR KRAFT WALL
6" TIP. FLOOR
:•
TRENCH DRAIN
3.00D PSI
#3 0 12- O.C.B.W.
GUNBE -
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED
PLUG
(1 )3 COVE BAR 06" O.C.
GRAVEL
TO PUMP
TYP. WALL SECTION &
WELL POINT
(ND SCALE)
COPPER
TO GRID
HORIZONTAL INSTALL
is MTMR
m GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3' Below
Water level in Return PipingAnstall
in sprinkler box for easy access
WATER LEVEL
e
UNDERWATER -
LIGHT
POOL FINISH
POOL PATIO
12 VAC FROM
POWER SUPPLY
1' PVC
CONDUIT
PENTAIR CLOBRffE-SrTER� SCHEDULE 40 we SLEEVE
AMP 30 7 , NO BONDING
FUSION -FUSION POOL PROD OR GROUND
REQUIRED
MODEL G4AI
NICHLESS UNDERWATER LIGHT DETAIL
(Nor SCALE)
121'
(2) #3 REBAR OR
(1) #5 REBAR
I I PAVERS
1211
FOOTER DETAIL
(NO SCALE)
HEATER
PUMP W/ MR &
UNT STRAINER
?am y rSi
0041 01,
7�✓m
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL aunEr CMP 25506-32X VGB
PER FRC4501.66 COMPLIANT 32' CHANNEL DRAIN
COMPLIANT YAIH
2017 FLORIDA BUILDING CODE
US1ED TO ASME/NISI A112.19R
32' CHANNEL DRAIN AND SUMP
25506-320-OW
*THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
NrWPO LISTED FLOW RATES
*WHBE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK To pu
The maximum Dow rating for this suction fitting with the cyder port plugged and outer parts
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 robing far this suction
fitting with the outer ports plugged and the center pod 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.
File Copy
SE I=A�
CODE COMPLIANCE
ST. a
CIE COUNTY
CPC1458456
SUN —
DECK 1 DECK 1 ROW OF WATERLINE Tuff
.i'-6" WAIERINE -
_� Wx [
1
13 sOLt o tz' o/c Ew.
FLOOR SLOPES
FLOOR a�S. ff _
ROMOMT UM M Aar
�MLr rim ARIIfxFS SGI THE a OPF OF BE ROM FROM
BBU S83 TIE 2" END Iwi
NDT DEEM 1 EOaT H 7 FWT
V THICK
TYPICAL SECTION THRU POOL
(ND 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: 35 gpm per skimmer
1. Calculate Pool Volume: XXX f( XXX x 7.48(gal/Ft) = XXXX gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine now Rate: XXX gal / XXX = XXX + XXX = XXX
(Volume) (Turnover Minutes) (Pod Row Rate) (Feature now Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2_5 inch to keep velocity ® 8 fps max. d 1111_7_gpm Maximum System Flow Rote.
Return Piping to be 2.5 inch to keep velocity ® 8 fps max. of 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 PENTAIR INTEWFLO VS-3050 H.P. 3
1 OW H.P: H.Pxservicsfarlor. l H.P. or mpe musi speed orvwwk speed
Filter Make PENTAIR C&C Size 150
FNermn. ama based on fig. dmmwraow reek pod gel. /sectmn. = EbwRate
Divide G.P.M. by Cartridge =.325 or Send =15 or D.E. = 2
Time Controller make ON PUMP Model - -
__-
Controls must olosiamidmumdtwo spews'
Th8hiqhffsPeOdOvwideisnolbDexDwdo nonTW or24 whidh.i,W,
%. .LL Rp
X 4D 4i
��•QP. `Cenis.GF.
DESIGNED FOR:
JM CUSTOM POOLS
YESCHHEK RESIDENCE
3411 S INDIAN RIVER DR
FP PIERCE, FL
5'LL ROrk"M 2
tease No.68212
Iiazelwood ])rive*
fierce, FL 34982
10-22-2020 I-STAT
A
111
#**ELECTRIC NOT INCLUDE[
PREPARIDBY: SHEET:
STEVE HORST
DRAMG & 2
DESIGN SERVICES
(7742W78% kDrlitseve@yahoomm 3