HomeMy WebLinkAboutPermit Revision ApplicationOFFICE USE ONLY:
DATE FILED:r'1'' i PERMIT #:_
REVISION FEE: 75" 00 RECEIPT #:
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVEL(
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FLORIDA 34982-5652
772-462-1553
APPLICATION FOR BUILDING PERMIT
1. LOCATION/SITE
ADDRESS:___
PROJECT INFORMATION
llel
— ST. LUCIE C011hiY
DATE t7
r/Ua V K:`: F'T W4 Jit:� ka'rl
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2. DETAILED DESCRIPTIONS OF PROJECT %
REVISIONS: Pl'P@-- SiZE- 1,'fL'1510 fP rL du/ d
3. CONTRACTOR INFORMATION:
ST. OF FL REG/CERT #: �' 4 g Z ST. LUCIE COUNTY CERT #: Z 1q-5 5
BUSINESS NAME: GbCti? FoLa f
QUALIFIERS NAME:be9� "6p,.=�� ,
ADDRESS: 3 S li5
CITY: STATE _7iP
PHONE (DAYTIME): FAX # Eft 1
4. ARCHIT/ENGINEER:
ADDRESS:
CITY: 17
PHONE (DAYTIME):
12/19/02� 4j p�
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APPROXIMATE VOLUME IN GALLONS _ _ II ( I ce3'7 APPROXIMATE TURNOVER RATE
APPROVED BY
ENGINEERED PLANS ON
it #3 REBAR
12" OC E/W
TILE CAP -FLAT - -i a —.a. &
STEPS 2" Vto OVERPOUR Y9J
"TOP OF WALL, —
'TOP OF SKIMMER-
4
STATE CERTIFIED POOL CONTRACTOR NO
HOUR6 MIN
f
468-2M $W1710 2N$7W
TELEPHONE HOS Jo O�
TO SWIMMit
BRA BY pj4G POOL
,fK �
PLAN SCALE %"•I 0' jy��//'�^ �ae
rz- s4--i & Z..r
—Pool construction complies with FBC 2014 ANSI-7, ANSI-15
—Water Velocity —Max 8ftlsec as per FBC 2014—R4501
—Pool Barrier to comply with FBC 2014—R4501
—Skimmers comply with FBC 2014—R4501.21.1
— Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(I SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
ai
Vacuum (In Hg) X 1.13
Feet Of Head
i
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Hood + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHE
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
Y TO 6' — 6' THICK WALLS W/13 REBAR 012" O.C. EACH WAY
0' TO 3' — B" THICK WALLS W//3 REBAR e12" O.C. EACH WAY
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR vismu.IY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
o�
EXCAVATION INTO THE ANGLE REPOSE IS ALLOWABLE PROVIDED:
• SHORING INSTALLED AT EXCAVATION AND SNORING SHOULD BE
PTV
T ROMER
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
STEPS
(NO SCALE)
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,
Bgj)e; REMOVE GRATE N
Y" PER Fr._._ MINSLOPE
WELL POINT PLUG FROM MWN
'
DRAIN 8 ATTACH AUx. PUMP
DNE WHEN EMPIWNC POOL
arfflPgXt OR UP 111E
WHERE AYPU�IBIE
6°
fi"xTILE
GRATE SHALL
4" SLAB
BE SECURED IN
INTERIOR
2500 FIBER MIX
PLACE SO
FINISH
4p" TYP. WALL-3,000 PSI GUNRE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
OR KRAFT WALL
6" TYP,
TRENCH DRAIN
FLOOR
#3 ® 12" O.C.B.W.
NOTE: FOR DEPTHS
(
GREATER THAN 6' ADD
TREADED
PLUG
(1)#3 COVE BAR ®6" O.C.
GRAVEL BE
,..
TO PUMP
TYP. WALL
SECTION &
WELL POINT
(NO SCALE)
WATER LEVEL
POOL PATIO
6
12 VAC FROM
_
POWER SUPPLY
g
ap
'"'
SIZE AS DETERMINED
Z
BY UCENSED ELECTRICIAN
I" uGHT
CONDUIT
UNDERWATER
LIGHT NICHE
LIGHT
APPROVED
NICHE ENCASED
J`'
GROUND CLAMP
IN GUNf1E
':;.:•.,'
CONTINUOUS BOND WIRE
POOL FINISH
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
UNDERWATER
LIGHT
DETAIL
CND SCALE)
(2) #3 REBAR OR
(1) #5 REBAR
8n
FOOTER DETAIL
(NO SCALE)
HAIR 4
INER
PW' -. Sl cup—
s
CtN1ANEl DRN1N
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC45OL15.6 COMPLIANT 32" CHANNEL DRAIN
COMPUENT W/107.2.1 OF THE
2014 FLORIDA BUILDING CODE
LISTED TO M /ANSI 6112.11
32' CHANNEE"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 m 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
(well) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
Jandy Flolxro Series Ponape
Max -Rated (FNPM)
rowowm N*aa nwd. w.Btivear,wn
"maws" Ps9
■■■■■■■■■■■■■■■■■■■■i
■■■
■■■
■■■■■■■■■■■■■■■■■■■■■
low-
■oil
■��■�:■■■■■■■■■■■■■■
■■_�'.�iC■Nison
■■■■■■■■■■■
■■■'
l�il■■■■■►�■■\\I�WINI
J■■
■■■
I■IZAIN\\N■NNINN®�■■■
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,,•�■■�aGSSSS�■loss
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��Mos`9—RISl�57■ll■■ss
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rM-- nw.w.,osnsAwmw.
5
2 1 (`DAA
35
` CONCRETE PATIO
SLIP�RES SDS TOTANT CROSS BRACE BE BOND TO ANCHOR
— PAVER PAT(p
12°W x 12 x30"L CONC.
FOOTING WITH (4)#3 BARS
#8 GROUND WIRE
0066790
DECK __\ 1 ROW OF WATERLINE TILE
31_(a WATERLINE
#3 STEEL a 12" O/C E.W.
6" THICK
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
Elf PS
1'
16
gpm
0,14'
21
gpm
0,23'
1,5'
37
gpm
0,08'
50
0.14'
2'
62
gpm
0.06'
82
gpm
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'
PiQT
GLOP£
THAN 111
THAN '
Determine System Flow Rote: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: __ ___--- ft-_--x 7.48(gal/Ft) = -=gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flaw Rate: _ 11,639__ gal / __ 33O__ 36+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 0 8 fps max. at_ 82 gpm Maximum System Flow Rate.
Return Piping to be--2__inch to keep velocity 0 8 fps max. at 82 gpm Maximum System Flow Rate.
Main Groin Cover( SEE_ABOVE __) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration _
Pump Model DANDY FLOWPRO 2 SP ff1 H?° 0 1 5 `
TOMI H.P: H.P.x service factor.l H.p. or more must nd 2 spe,� or v dab(W 0
FINerMake DANDY CS size it
FQer min. area based on 6hC turnover flow rate pool gal. / 360 man. = 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 speedsi il
DESIGNED FOR
LOUDEN POOLS
HUDSON RESIDENCE
5607 PALMETTO DR
FT PIERCE, FL
�i
ENGBNEE$:.GREGORY ARIAS
PROFESSIONAL ENGINEER PE-73071
- 12115 56th Place N
West Parlm, Beach, FL 39tL
(305)879454 �,.
-***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST
DRAFTING & 2,/
for
3
Total Dynamic Head
Calculation Worksheet
Company. LOUDEN
Job Name. NIiDSON-MIGH SPEED
CelyllboarniFt PIERCE
jand
' Pro/ ec
by a or
Jobn:E::= Data. 1d10/1077
Address.5607 PALMETTO OR
State: FL Zip Code:O
InsRuctmM: time can onty be added to tae yellow calls. Steps tit B 1 are forcakuladng Pool Volume In Gallons muf for establ moo a
mmovarrate M GMlone Per Minum (GPM). tithe turnover rate is already eatebushed, cltck on (he GPM cell at me marefStep s1 and Input
aoworm men pretreat, to Step" Pressing tee RESETmmon will ekarall mpuled information to Stan a new workshe at WorksMel can be
savedto aWe erpdntetl for future reference.
Caution: Pressing the RESET button will clear all
yellow cells to start a new worksheet.
WIMM
Calculate Pool Vobame F , a„ ¶,.. ° :V t' ��H $
�i
.:.our wmovar rate is required to comply with
..r APSP 15 and Title la Standards
System TDH CaiculaUon Results
Total Friction Loss in Ft. of
WSW (TDX)
Total Friction Loss In PSI
Versa Plumb Reducfmn Results
IX Reduction IM
'DX wait Versa
Plumb
'yf
vw..wmsa awe
rrloiOn L n `SF ii - •.
ft !water ;aa,<a.,'ka Pn .d4 kt - .r,,,,., s", J, a.:.+,x•,:.vo rsr».N > '^�w)'s` i sl'. '% t
W,
T kbK TyO Vi{ 1q _ fd+
lean NNEMW
s�*IME
$sledA= Filter =it Y
c11oo a.zo t.as
iwB as v4 MVVI
Select Camtak ri iflwrYalve:
RSY
Jai, 1 ys ries
Jr, ZODIAC
Total Dynamic Head
Calculation Worksheet
Company.JILGIAPEN
Job Name: NIOSON-LOW SPEED
Crty?own: FT PIERCE
InstmcdoniC Date can a
tumosw rate in Gelkn$
Rowmte. thenprocead
Saved to a Gale or printaf
Viand-°
Pro Series
tni�DVC+
Job N:O Date. iDHO/1D17
Atldress: 07 PALMETTO OR
son. FL Zip Coder
Caution Pressing the RESETbufmn will Clear all
yellow cells fo efaota new wWksheaf.
taicu{iPo Poc: Vclu— me '`�T
Slep n 6
y� ) F t t n
.� W
s _.. stilly.
Select Jw'd
g R -r Type and Size:
�rr;;� K
[Bloc 1 r op 0.
Select Caretaker in0om tiaisY-r{ `
0.00
rasa
iCaYC � %tLo a
System TON Calculation Results
Total Frictlem Less In Ft. of
Water(TOX)
Total Friction Loss In PSI
O.W
'umb Reduction Resuf!s
)X Reduction 1
'DH wild, Versa
Plumb
uISI 1 II(�{ IyI� u4 Yt �
111 ul (1 f, �l PM ^ W5"�`.'i
sa^f
Satecd Ja�d Heaton Type and Ske.
k
L None
u
iJ0 Yn1al1 9@°t��lall
j,ag Y'R
dries
byZODIAC-
I
DESIGNED FOR:
LOUDEN POOLS
HUDSON RESIDENCE
5607 PALMETTO DR
FT PIERCE, FL
±
R
ENGINEER: GREGORY ARIAS
124 0 5hth Place-N
tin West Palm BracE, P6- 4II
a'� / (305j879A54� -
***ELECTRIC -NOT INCLUDED***-..�,...
PREPARED BY.
STEVE HORST SHEET,
DRAFTING & 3
DESIGN SERVICES
(772)2014W horststeve@).. com / 2