HomeMy WebLinkAboutRevisions; Adding Deck JetsOFFICE USE ONLY:
DATE FILED: 7
REVISION FEE:
PERMIT # U` �a� ®V✓�
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 4621553 11 NISION
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
_3 5��/ S, SNP/ /� sy / I�� 1� n!� I ✓1��
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
/LT �1��r�i s F n PEA �tJ iy
CSANb 5Z7-1j4✓cRs
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: Uy"C_ /1/ 7 Fq S (o ST. LUCIE CO CERT. #:
BUSINESS NAME: J /M I; Lt S 7-0 M /00c,-G S T4) C-
QUALIFIERS NAME: Jo Fi ,0 V - 01 A y
ADDRESS: d S0 3 D Y,6T k R D
CITY: P S L-- STATE: Z -- ZIP:
(a 2
OWNER/BUILDER HO
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
k-a`(FAX:
77x-g9&-o4z,
IRMATION:
STATE: ZIP:
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
CITY: L ,A
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
STATE:
L ZIP:
FAX:
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2.5
2"
2"-
2
2.5
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REVISION
* L /2
REVIEWED FOR
COCIIE COMPLIANCE
ST. L CIE COUNTY
,�13OCC 16�i6
POOL SPECIFICATIONS
Max Width
� I lGt Max Length
Min Depth
310' Max Depth (o`
Perimeter
10�0 Area 54r-7-
Elevation
F115W .5F'T' Dirt from Exc. LEA✓E.
Returns
Vac Stub YE.6
Cleaner--
.
Other Plumbing
Fill Line
NCB Overflow 6-io,
Tile
fo"X a' Step Tile ,i S
Cantilever
gV(7 Bullnose y C--
Raisebean(s)
--- --
Light
�� i} zp Transformer y�
Jbox
3 Timer Ek>0
Automatic Controls:�v�E)?ifG. 53?Rig�}/Csa�
Patio Type
Sq.Ft.
11140`64? fi7 tolor owx F_F25 G ti 0lGJ
Existing
NG Sq. Ft.
Footers
y L 6 w/steel#5 YES Nd
Termite Treat
M 0
Interior finish
GE/a i
Pump
P EA7TMIR H.P. V6' V6C$
Chlorinator
YES NO awCgZ:> &i- 47-
Bench
YES Handrail Al Go
Gallons
1 100 Turnover Time Hrs. ".Mans.
Cleaning Kit
DrI-0 Y E
Heater
k - MESize IgC>Ocirl>18r>
Formboard Survey YES NO FDOTr-
Final Survey
YES NO -°
Compaction
YES NO
COMMENTS
Yg l G,1
OAL FF—We :. 4 f ,.5
JOB SITE
f.>A00-°%.WOJ ICA YE604EK
35111 6.
VJ51,41V RIVER
f=T. P1 EkCF- FL
CONTRACTOR
JM FORM & STEEL
INCORPORATED
dba JM CUSTOM POOLS INCORPORATED
#772-486-0$21
Lic.#CPC1458456 �� p ,.• (; ii
09-22-2020
M. Randall Rodgers, P.E.
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
—Pool construction complies with FBC 2017, ANSI-7, ANSI-15
-)YULet VelUGILX--MUX OIL/SCR US PUT rDli LV I V-RYJV I.U.J
—Pool Barrier to comply with Section R4501.17-6th edition FBC
—Skimmers comply with FBC 2017—R4501.21.2
—Soil bearing copacityassumed 2,000psi 095% compaction
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in
NOTE; FOAM (RATE &
BRICK
_ Y' PER R Ft. l SLOPE
WELL PONE PLUG FROM MAN
COPING
y
DRALIN EA & NRDNIX. PIMP
c-, ....
UI✓E WHEN nMmmc POOL
•,
6'x6• BLL
a
GRATE SHALL
BRICK PAVER PATIO
BE SECURED IN
INTERIOR
PLACE SO
FINISH
Q4' TYP, WALL-3,000 PSI GUNBE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
.
OR KRAFT WALL
6' TYP. FLOOR.,
TRENCH DRAIN
3•000 PSI
/3 0 12' O.C.B.W.
GUNRE
NOTE FOR DEPTHS
(�
GREATER THAN 6• ADD
TREADED
(1)13 COVE BAR 06O.C.
PLUG
GRAVEL BOTR&W TO PUMP - -
TYP. WALL SECTION & WELL POINT
(Na SCALE)
12it
(2) #5 REBAR
121)
FOOTER DETAIL
(ND SCALEY
CPC1458456
� CORDER
'
TO l�
SON
WHEN PROVIIDED
E�
SON DICK 1 ROW OF WATERLINE THE
SHALL BE AT 20" MAX
PRESSURE GAUGES INSTALLED ONFA0
MOTOR FILTER
"
BELOW THE
FILTER PUMP FOR FINAL INSPECTION
HO OI)I'1'AL INSTALL
PUMP w/ MR &
3r�.w WATERLINE
� � W�
ABM TERLINE
K LINT SWARM
n
6'0 �V j
X
` aI r ,
_00%
iM1 `
'8
aµR15
NEATER
—1 I I3 STEEL 0 12- O/C EW.
FLOOR SLOPES 6. 7HIpC FAA
n_aR amr caul we 114W 11•
9F6Y UIfaN .1m
19•
•
mIUNO
BY-PASS
CawLT Wml ARTICLES 5G1
SY 0
THE SLOPE OF RW ROOR FExN
TT�1_SL3 ILL SAIL END WIL
n
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31
VERTICAL INSTALL
, „ BOM BE DEEP AREA SIALLi
% -Q END Cr ED I FOOT IN ) ROT
Feet Of Head Feet Of Head
PoolBond PB-2008
Install in Plumbing T at least 3° Below
YOU, rwE
Vacuum Head + Pressure Head
Water level in ReturnPiping.lnstall
ct+LL 90
21'-0"
= Total Uyramic Head
in sprinkler box for easy access
SWIMOUTS
WATER BOND DETAILS FOR
PIPING SCHEMATIC
TYPICAL SECTION THRU POOL
NICHLESS
LIGHT SYSTEM
Lila STALE)
(1O S)
Qtl a 7
a 11E
TRENCH DRAIN
MAIN DRAIN
POOL DETAIL
(NET SCALE)
OUTSIDE ANGLE OF REPOSE
6• AND FURTHER - 4- THICK WALLS W/J3 REBAR 012- O.C. EACH WAY
3• TO 6' - 6' THICK WALLS W//3 REBAR 012' O.C. EACH WAY
O• TO 3• - 8' THICK WALLS W/43 REBAR 012- O.C. EACH WAY
6 tL
MISC. NOTES
1. ALL STEPS AND SWMOUF 800 EDGES
WILL HAVE 2.6 CAPILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR MS[WH
2 HANDHOLD TO BE INSTALLED ARE WHERE
DECK RINSED +6' ABOVE POOL
Exf NATIONMNG INTO THE NNAT OF REPOSEXCAVATION
IS ALLOWABLE SHOULD
D:
SIIOPoNG 6 INSTALLED AT DIfAVAIION AND SIipNNG SHOULD Ti
PCB SUFFICTUff TO SECURE SOILS FROM EROSION OR SETTLEMENT
' NO LMBW.NNING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE DACNFlLLED MATTER & ARE PROVIDED
PRIOR TO THE POURNG OF THE PATIO
STEP DETAILS
1. TREAD IS MIN OF 10' WIDE.
2. BOTTOM At TOP RISERS MAY VARY N HEIGHT
3. RISER NOT GREATER THAN If IXCEPT BOTTOM
STEP WHERE DEPTH IS 4' OR GREATER
`O'• 4. ALL STEPS TO BE SCUD GUNNE 3000 P.S.I.
.<4
STEPS
(NO SCALE)
WATER LET
UNDERWATER
LIGHT
POOL PATIO
12 VAC FROM
POWER SUPPLY
1" PVC
CONDUIT
BRR TERM SCHEDULE 40 PVC SLEEVE
NO BONDING
AMP 30 7 -i-. OR GROUND
POOL PROD - REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(No SCALE)
CUSTOM MOLDED PRODUCTS INC.
CMP 25506-32X VG13
COMPLIANT 32" CHANNEL DRAIN
32" CHANNEL DRAIN AND SUMP
25506-320-000
'THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*36.79in? OPEN AREA
*IAMPO LISTED ROW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK
The maximum flow rating for this suction fdting with the center part plugged and outer ports
open is 308 GPM (flw) and 212 CPM (wall) when using 2.5' plumbing and 26B 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
(wail) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' plumbing.
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 ft xxX x 7.48(gal/Ft) = XXXX gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: XXX gal / XXX = XXX + XXX = XXX
(Volume) (Turnover Minutes) (Pool Flaw Rate) (Featwe Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2.5 inch to keep velocity 0 8 fps max. at_117 gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Main Drain Cover( SEE —ABM) System now Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
M
Pump Model PENFAIR INTEWFLO VS-3050 N;P, 3
Total H.P =H.Pxseryketaaor. l H.p. aurae mustbe 2 spla:d avariable speed
FiNer Make PENTAIR C&C Size 150
Hua mm. area based wets. WnptWrBay. rase pool gal 1360 min. = Rm Rate
Divide G.P.M. by Cartridge =.375 a Sant! =15 or D.E. = 2
Time Controller make ON PUMP Model -----
Contrds must operate a minimum of two speeds.
REVIEWED FOH
00DE COMPLIAN(
ST. LUCIE COUNT'
�xNC4i,T:f7�4jii
IM CUSTOM POOLS
YESCBEK RESIDENCE
3411 S INDIAN RIVER DR
Ff PIERCE, FL
�PLL RO
QPN �CENS DO,
• •_(P
AIL RM2 1
***ELECTRIC NOT INCLUDm***
PRIEPAREDBY;
STEVE HORST
DRAFTING &
DESIGN SERVICES
(772)201.7846 hordaeve@yaho
3
I
+9®PENTAIR
TD CALCULATOR JM-YESCHEK-HIGH
- - - STEP - - TP PoOL SPECIFiCAt10x5 SELEITE nn, 2.IENT
STEP 33 OF 3: TON CALCULATION '
PoMvolume llanwNl: i6tme0 galloon
1
II grnti9nllx:. t.mlx
Turn pier lhwrsl: iagh
murati.R.Rab: 44,72 GPM
t -
i
taavunum ETowrh+e'' 105.40 GPM`.
1 aeucrtwA 1j a ., - i °.x
AWITY.11
N mum PIPEwIDe"("I5EW SUCIUMMM LET 8
= . -
IxmwnmoRm-m
.'
1
ICAMntwwr9tlrEwe DISCHARGE 8
1 --_ __
TmAI pImNGLENmI " MIXT 54.00
OSCtIARGE 84.00
_ _-_
j
30 Eta p�Lµ
FX25S31WAYMn
7
90DEGMEELROW Nut 4
mscHmm: 13
MAN DRAWN
1
TEE THROUDN INLET 0
I
DIscHARDE 3
CLEANAlfli R
' ULiMtENP
1
snick nnuRx
4
I 4 1?
Flow mine 105.40GAUMIN
10540GAlft-f"t
Herd Los 7116 FT
Read Losat Max Flow Rate at Max 71 ,F C"
RPM:
REWIRED MINIMUM PIPE:512E
f
hdtlP'pin§: 2.50
I
prxMrgePipmg: -in
PUMP RP14
Rest Pik atSelectedPumpRPM: 105AA
Pumpilom: i3d5Dj
Read Loss M SelecteC Pump RPM: 71.26
SYSTEM HE
PRESSURE
Ct1RVE
By P
SEIECTRIN
1
li0
i
i0090
>
rt
I
.' g
U 80 ._..
j
I
o
C
A
a
40
20
0 30 40
60
M 1W in W
YaluMik
Flax pate (Cm
1
-Clean System Curve -Pump Curve ■
esrred
peration Point Clean System ♦ Pump Operation Point
I
11PSPThe Association Of
Pout & Spa Professionals' JM-YESCHEK-LOW
nn infpmatbn sheet was prepared byte AFV-35 eesidential 5wb:ming Pl]d and Spa Energy Emdenv, Standard Writing Canmmee d the Association d Pool and Spa
PrdesvaNlslAP5P1. hknotpxld me American NaUmMSbntlxd AN51/ApSpACC-15a Nlll loin kinrlWed fwin(mnationwYy. CarNanmssigdd a€quirevdmnply
vrhh mP ANSUApSP/ICC-]Sa M31 sfaMad wIIiN ran be purdNsed at www.apapmg.
1. §5.2.1: Calculated pool volume
a. Gallons: 16,100 ;or 1. 169100 segprrs
b. Cokulmed Gotbns: (surfacemm)X (owragedepM)X748(gaW.3)=
2. §S.2.1: Calculated filtration flow rate 2. 45 gpm _
(Pod volume a 360 or 36gpm whichever n forger)
3. §55.1: Pipe sizing:
a. Minimum suction pipe diameter 3a. 2 inches _
(Enter mesmolks[pipe sizejmm Tpbk I cairn pbjps)bwcapagy mesaremmorelhan ihm 2.)
b. Minimum suction branch pipe diameter 3b. N,A inches
rCPkolau: Aem2. rgpm) a epam Pipe,__rwpndm=brpnmjbwrae rgpmp
Entn thesrmllestlspes�Jmm Tablel'wrth a 6)psfbwrryNdtymesmnemmwe man derxkuNtetl
suction hraNhflowrpte.)
c. Minimum return pipe diameter 3c 1.5 inches
(Four me smallest pipe suepwn Tpbk 1 wimaefpofbwmpaayme spmeamoe rMon items.)
d. Minimum return branch pipe diameter 3d. N/A Inches _
lCpkdo@ Aem2 _(RPm1 amrch Pipes_IwmnraYl=b w,fir min p'nj,
Emmmesmalkstp6N wzejiam Ta(de 1 with p 8fpsfbwmpailymesomearmweonan Merakubted
mumbramhflowrmel
4. §SA.I: Fitter type and Nze:
a. Filter type: (Cartridge, DE, Sand) 4n. �T
b. Minimum filter area
renkWaa neon 2 _Igaa)-OArrjaaa_/g,,,,j ^111 4b. 119 sq. R.
Rgerlbnas:ConrldgLma3l5, Song=lS IXmanattom Each*2
5. §SA.2: Backwash value: Yes, X No7 WA
AYaenasirgo6aLwpNvdse enrerresurtnjitem3raaireheswhidwwrkbrgrrl
S. inches -
Inalsio 11 etll
6. Single -speed pump selection lwhen used):
WI-1, SAL Por vnale-speed pumps with a told hwsepowLn Ogg m loss, h:d ad ever. romplant pumpfram on, Pool Pump
Dabbaw.
a. Pump model 6a. WA _
b. Total horsepower 6b, NIA
7. MWtlapeed pump selection (when used): -
§531.1: Paoli 17,000 gdbns a less, sekxt pump' front dw dabbaw wim a (unwA" flow equal to dm,2 role¢
§S322: Poole 27,0019a -r-w, select pomp'(min me daub with o Case-Cgpn)bw MiW m fe.2 a Aar
'Aft,Wspeedpwrps must hoveonespeedAvtmmasinsfies mir re wmwnc PENTAIR
a. Pump model 7a. INTELLIFLO VS -
b. Pump flow 7b, 70 mn
5.31.2: Applkobk Cursor A a Cgpm flaw Asted in daabosa)
3/17/15 AHL/APSPACC- ]s Sbrdard Writing Cammilttt fain I of 2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
a � i
WAS IW51/ApSPACC-155bcdad Wnthlg CanmRtee Form aof2
ANSVpPSPACC 15a ENERGY
ca
EFFICm1aCY COMPWINCE MFOIaYAT10N FOR RESmENTNL SWNNNNG POOLS
mmECr NCMF.
DAWwREs
H K
fOMRM10EOR NAME
ANp /tDORESS:
JM CUSTOM POOLS
COmMLfOR PHONE:
DATE: �-22 ZO
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St
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199
Can
Se[tim
Reprmemm6
CIe
4.4.1.1
Heater has no pilot light
4.4.1.2
Readily accessible onoifswftch mourned outside tithe heater
X
Heaters
4.3.1.3
No electric resistance heating unless for i ound
n8r spa with tight fitting cover with R-6 insulation,
or pool with 60%of documented pool heating from on -site solar or recovered energy.
4.3.2
Heater effiuienLy gas/dl fired heater efficiency at (east 78%heat pump COP at least 4.0
X
5.1:3
Pool fitter pump listed in database
X
5.3.1
Pod finer pump with total horsepower 1.0 a more is multi -speed
X
5.3.3
Multi -speed pump controller programmed to defauk to the filiation flow rate when no auxiliary
pool loads are operating within 24 hours and programmed with temporary override capability for
servicing.
X
fool systems
5.3.4
Single -speed Dump controller capable of operating porn Burin off p g peak electdc demand.
NIA
55.2
Pipe before Dump has at leas[ 4 diameters of straight pipe.
X
5.5.3
System installed with solar, a setup for the future addition of solar heating equipment by
installing 18 inches of horizontal Or vertical pipe .her the filter and before a heater, or built-in or
built-up connections, or dedi
X
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COUNTY
REVIEWED FOR
vODE COMPLIANCE to1����120' ,
eR. �N pLL R � ���
ST. LUCIE�+
E"$�c��ir
RO4.rV Mk ROUW$$fAT
�I, I.iCeate No. 6R212
3801�;azelwoodDTive* '
no_oo 3n�n%i�Jera.i•7.34982
Y
JM CUSTOM POOLS
YESCHEK RESIDENCE
3411 S INDIAN RIVER DR
FT PIERCE, FL
;"'ELECTRIC N07 INCLUDED#hI
PREPAR®BY:
SI'IM:
SIEVE HOR5T