HomeMy WebLinkAboutPlot Plans & Survey11 Q) �d`Ik/1 7v� R / 4
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POORER WITH SECTION R311.7.8 2017 FBC, 6TH EDITION
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PEit}L SPECIFICATIONS
Max Width
r
(O Max Length 30
Min Depth
j`(n" Max Depth jp
Perimeter
$O` Area as 5 so
Elevation
57t.(1 SET Dirt from Exc. 14AUL
Returns
z{ Vac Stub Y E 6
Cleaner
Other Plumbing
Lao evoBLE1R
Fill Line
NO Overflow YE6
rite
to11 Y &'t Step TileYE-6
Cantilever
YE6 Bullnose 0
Raisebean(s)
Light
ot>t,� y i Transformer r 3oG
Jbox
I' Timer jp
Automatic controls F-_Aq6YTCQUGI4 $ W rjALT
Patio Type
C0Ilk)C_A E1_i"
Sq.Ft.
j—d-,'�S-G-�Color bu>Oen CNDJCF
Existing
,
�Sq. Ft. q `SQ FT
Footers
w/steel #5 ES NO
Termite Treat
'1t F_ S
Interior finish
Pump
Pf!07Ai9 H.P. V53C>50
Chlorinator
YES NO ,SAL.T`
Bench
E jj Handrail I\J0
Gallons
1aZIC0 Tumover-nme Hrs.;LMins.'jT
Cleaning Kit
O rE L.O X IE
Heater
I Size I 00O BTU
Formboard Survey
YES NO PJT1O
Final Survey
YES NO
Compaction
T
YES NO BAC jSFj Li[
COMMENTS
CRFF dU
ENGL0609
a W .P. ;YET Pvn#P wC3 Le>u.>ER
F:g3Y?4:20Cl-{ 8 a,4Z"?'
JOB SITE
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-T. PigrcG
I FL_ 54/9�L
CONTRACTOR
JM FORM & STEEL INCORPORATED
dba JM CUSTOM POOLS INCORPORATED .
#772-486-08
U L.#CPC14S842 56
����sNpALL ROB
REVIEWED FOR
CODE COMPLIAWN 68-18-2020
ST. LUCIE COUN1
BOCC
G�1aV�Ze7
py
: y
*: U
•• TAT F
ORIO.
"'/SS10NALEN���
M. Randall Rodgers, P.E
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH- (7721 201-1R.IA
Pam SATE X Y.' PER FT. YIN SLOPE
WELL PAID PRIG FROM MAIN
MMNH E ATTACH ALL PCP wE"mAPn�iaal: .. , �1t•�� (2) #3 REBAR OR
LINE WEN armlic POOL • '
6"x6' TILE _ 'Y Y+{' (1) #5 REBAR
�i .e•
-Pool construction complies with FBC 2017 ANSI-7 ANSI-15 MATE SHALL '' SLAB
-Water Velocity -Max 8ft/sec as per FBC 2017-R4501.6.3 BE SECURED INTERWRRH 25M FIFER MIX
PLACE SO -Pool Barrier to comply with Section R4501.17-6th edition FBC THAT Tons 4X2' TYP. WALL-3,000 PS GUNHE J M FORM & STEEL
-Skimmers comply with FBC 2017-R4501.21.2 oa REMOVAALL STEEL-TEX FORM 81f
-Soil bearing Capacity assumed 2 000ps'r 095% compaction 6. TYP FLOOR OR KRAFT WALL
-Equipment Foundation 3'x7' conc. slab min 3.5" thick pour In TRENCH DRAIN 3.000 PSI /3 0 12- O.C.B.W. QA�
place or approved Hurricane Rated precast equipment pads -2r £ ' NOTE: F R DEPTHS
U G P C 14 5 8 45 6
-Water Heating equipment to comply with FBC 2017-R4501 TREAPDLUG i (1)#3 COVE BAR OC O.C.
GRAVEL B To PUMP —
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NI SCALD (Nil SCALD
OVERPOUR OR CAP TILE DECK 1 ROW OF WATERLINE TILE
WHEN PROVIDED WHERE APPLICABLE 6 xs' TILE HEATER
PRESSURE GAUGES INSTALLED ON CHLORINATOR TITTER
SHALL BE AT 20" MAX » WATERLINE
FILTER PUMP FOR FINAL INSPECTION 6'x6" TILE 4' STAB p�
WALLS
BELOW THE WATERLINE AND 2500 FIBER MIX �Y PUMP
�lllMl A 3 _ fi w fi1_01, Lan
VISUALLY SET APART SPA BENCH 18" y. PUMP W/ FAR a 7 NOT
FROM POOL BELOW WATER LINE :: - CET '_- uNr mwNER —� t t3 slm o 12 o/c Ew. GR
GR
GRATE SHALL s' THICK DAN 11
BE SECURED Iw ; ''`".
18 PLACE SO x7 `:_s r. �•--:,;.. Y " HEATER FLOOR SLOPES �11�
THAT TOOLS •• . 4M2 TYP WALL-3,000 PSI GTNHE Dy_ppss Cam say smu. rE
`o A REVDIARLY UNIFORM
ARE REQUIRED 6' TYP Yi 4 COMPLY wa Monts sar
vacuum (In Hg) X 1.13 Pressure (PSI) X 2,31 FOR REMOVAL FLOOR 'Y 'a STEEL-TEX FORM ]fWU 5.6.3 RE S OM OF THE Flom Flrou
THE SOLON END wME
.. ' Spi, C1f WIVROS RE DEEP mrA SewL
Feet OF Head Feet OF Head �'e . OR KRAFT WALL x32 xm exam r mar w r mm
TR
ENCH DRAIN $3 @ 12' O.C.B.W. ?OMD?N H
Vacuum Head + Pressure Head Cola 8 —6 17 -fi 4 -0
= Total Dynamic Head GRAVEL 301-0"
TO PUMP
SWIMOUTS SPA WALL SECTION PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE) (NO SCALD (NB SCALD
CUSTOM MOLDED PRODUCTS INC. Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: --- $_z 7.48(gal/R) = ---- gal PUMP
HYDRO -STATIC REUff SINGLE CHANNEL DIAL QUE CMP 25506-32X VGB (Surface Area) (Average Depth) (Volume in gallons)
DEVICE INSTALLED R PER FRC45D1'66 COMPLIANT 32' CHANNEL DRAIN 2, Determine Flow Rate: XXX gal / XXX = XXX + XXX = XXX
AREAS THAT EXCEED 1' VENT LURE NOT TO BE
FURTHER THAN 40 FT calPtuwr wlm (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
WATER TABLE IN SHELL TO - FROM POOL 25' MAX 2D17 FLORIDA BUILDING CODE Determine Pipe Sizes: 11SIED TO ASff/ANS A112.19.
^-` WET LENGTH Trunk Piping to be 2_5 inch to keep velocity 0 8 fps max. at Maximum System Flow Rate.
J •-8
TRENCH DRAIN i PUMP,.`.•, ^PUMP Return Piping to be 2.5 inch to keep velocity 0 8fps max. at 117 gpm Maximum System Flow Rate.
» Main Drain Cover( SEE ABOVE )System Flow Rate must not exceed approved cover flow rate.
TO ri.*;.,_ .•..� , . AIR 32' CHANNEL DRAIN AND SUMP "5- PDDL - - (Make and Model)--- See Engineering. Page for Drain Configuration L
t VENT ? $2. CHANNEL _ VENT 25506-320-000 »
DRAIN �:; .� , �.� ., *THREE z' socKEr x 2.5' SPIGOT PORTS 3 SPA
�: : ; , ,;• -DEBRIS GUARD INCLUDED Pump model PENTAIR SUPERFLO VS3050 H.P. 3
To cAnwt l#D ••.-. - '38.79in?OPEN AREA Total H.P=H.Pxsenim�r.lH.pamommustbe2speedava iahlespeed
.5" POO '.' ' `�WHITE pVPO LISTEDFLOW TES After Make PENTAIR C&C Size 150
3" SPA 'COVER GOES OVER BODY TO GIVE FINISHED LOOK m PUM finer min. arse based an 6hr. Wmover low rate pod gal./360 min.=Flow Fiala
Divide G.P.M. hyCanaidge=.375aSand=lSaD.E=2
The maximum flow rating For On suction fitting with the center port plugged and outer ports Time Controller make ON PUMP Model ------
MAIN DRAIN open is 308 GPM (Door) and 212 GPM (wall) when using 25' plumbing and 268 GPM (Door) Controls must operates minimum oftwo speeds.
and 192 GPM (wan) when using 2' plumbing. The maximum flow rating for this suction
POOL DETAIL SPA DETAIL TRU dh the oat and the me n is 200 GPM (fl r) and 16B GPM The hi 5 ma�eanaloe edo�namal cycle wNd eva is less
ng w a Pats plugged center pat ope i oo
(ND SCALE) (NO SCALD (wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' Plumbing.
#8 COPPER
OUTSIDE ANGLE OF REPOSE To GRID
6r AND FIRER - e THICK WALLS W/13 DRAIN 012- D.C. EACH WAY
3' TO 6' - 6- Rio( WALLS W/13 RON 012' D.C. EACH WAY
0' TO S - 8• THICK WNLS W/I3 REBAR 012- O.C. EACH WAY
IIORIZOINTAL INSTALL.
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
S0 gpm
2'
62 gpm 0.06'
82 m 0.10'
2.5'
88 gpm G. —,
17 gpm 0.09
3'
136 gpm 0.04'
4'
234 pm 0.03'
313 gpm 0.05'
6'
534 pm 0.02'
712 gpm
9 HL
6 ft.
Determine Pipe Sizes: SPA REFS ONLY
3 ft.
L6 �ppER
Trunk Piping to be 3inch to keep velocity 0 8fps max. at i8t gpm Maximum System Flow: Rate.
TO GRIDJIT
Return Piping to be-3—inch to keep velocity 0 8 fps max. at-gpm Maximum System Flow Rate.
.,
Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate.
.
3 3
VERTICAL INSTALL
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR WHISPERFLO H.P. 2
:
�(�
PoolBond PB-2008
QO
Install
in Plumbing T at least 3' Below
level in Return Piping.install
Total H.P=H.P.xserukelada.I Hp aurae must be2speedavamiable speed
er
Finer Make N/A Size ---
pF
EXCAVATION KID THE ANGLE O RO'OSE IS ALLOWABLE PROVIDED:
in sprinkler box for easy access
Bnamin.arrabaseda W.turnovaWwrate pool gal. /360rain, =i Row Rate
SNORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD lE
Ovals G.P.M. byCanift=275 aSand =15a DEE=2
Fa SUFFICIENT TO SECURE SOILS FROM IROSION OR SETTLEMENT
Time Controller make N/A Model ------
NO ' COMPACDONTEST Of RILE aRhOKE MATERIAL NG OCCURS OR ENGINEER APPROVED EPRrnDANY m
IPA
R BOND DETAIIS FOR
conndsmust aperale a minimum d two speeds.
NI
HLESS LIGHT SYSTEM
PRIOR TO THE POURING OF THE PATIO
The *her ovmide is not to exceed orO normal a24 hm wikhevaMkss
POOL LIGHT
MISC. IN JUCTION BOX
1. ALL STEPS AND SWNOUT BENCH EDGES
WILL HAVE 1,6 CAPDLE BORDEN OF OPP050E YARD BY
COLOR OF GEM FINISH FOR V19BIUlY EQUIPMENT2. FNNDHOLD TO BE INSTALLED ARE WHERE Z_ co POOL PATIO luu
DECK RAISED +6' ABOVE POOL WATER LEVEL... ��?•�, ¢1:•
`\\11111111////
NOALL RO
/ AILRWGFft j f2 •:*
(\ _. FL beave No. 68212
WATERLINE it : 780LETazelwood�
z - 12 VAC FROM 4&�
FL 34987z46'
U L TER d- �<POWER SUPPLY DESIGNED FOR8-18-AS OIF '(4STEP DETAILS i;.. SIZE AS DETERMINED 0g1. TREAD 5 MR OF 10' WIDE BY LICENSED ELECTRICIANYX/ iT T7y�� (.o2. BOTTOM E TOP RWRS WY VARY N HBaIF POOL FlFQSHJM CUS } OM 1" W W • •`� `````
c a of 3. RISEN NOT GREATER THAN 12' EXCEPT BOfT011
R x•SHP WERE DEPTH IS a OR GREATER '•T' PVC � qF p'CpRp� C�aCY 1111pv gp��R••7 �+Gf'dyY� Alf_6gJf9/� j�,�,I,1�AS Rl$IDENCE4. ALL STEPS TO BE SOD GUNRIE 3000 PS.L . SCHEDULE 40 PVC SLEEVE CONDUD ®S E CENIPA FO CiEN(lYP).• . NO BONDING 7107 S MMN RI v I:L� DR PREPARID BY: SHRI': .OR
41 1REQUREDND DRAFTINGIING& si`. L.l9CiE COUNTY
STEPS NICHLESS UNDERWATER LIGHT DETAIL B®CC FTPitddtCE FL STEV2
<MD SCALD (NO SCALE) DESIGN SERVICES
(772)201-7846 hwsLskve@yahmx m 3
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0A8'
50 gpm 0.14'
2'
62 gpm 0.06'
82 gpm 0.10'
2.5'
88 gpm 0.05'
117gem 0.09'
3'
136 gpm 0.04'
81 gpm 0.07
4'
234 gpm 0.03'
313 gpm 5'
6'
S34 gpm 0.02'
1 712 gpm 0.03'
�PENTAIR
TDH CALCULAT6R rMMnTInAS- IGx
- STEP t _ STEP 2
PONisPECN camxs seLL�]Ewn rr
STEP30F3: TONCALWLATION
MYWnlytlum! lya0.Maapos 9euiml% IRYp
]:enawrHrx4: amhoms
Mtra:nFm.Nwa. " 3& 00 GPM ,wkew m 1064
IPEwtoanplrsca ax:npk Weer 8
sr..dMan „' wump, xapxux
wYNeME E
1 sx as 7
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wrEfwrxsvN wiET. 00 I
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w�a ae ua/usPMc-isa 1m] wwe.w,a m ce avausm x wx avaue.
1. §S.Lf:[abiMad Purl volume
a. O,b : 12.400
L 12400 pXms
bCWntlmMGnlbu:(surJvc[w¢o)Y_(aun+gedeghfX]Ie (ga(//l^3) _
2. ITS.LI:CahWated filbradonflMNrate
2' ®'n
(Pod wlxme.3ma36gwn WrN:evr hbrpn)
3. §SS-1: Rm siring:
a. Minimum McOm pipe 41MR n
3a. 1.5 hushes
l6xe.aenMbsdKvn!hun ioEkl xiae6hsPw'mP+JMMetm¢wmwe ebn Aeml.1
0. Minimum prcliaR!rzndl pipe d nMM
31. WA mdles
1CaFJwe-hmz_foRw- mmPges_(wa.+b/=MuaM'mee �9Px1
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smbrNwN(4'm21
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3c 15 hrdr6
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3d WA h h.
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waae b�+d:A+wmm.l
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45I.), 53I' Fvsagpspml Wnros MaanRslluriepoa 0.91wb,PotlaNancammptaRnmpfiom Ue Pod nM
mnvse.
a. Pump nbdel
6L WA
0.Twlhoasepo.er
q, WA
]. MulfispeW Pump rdecl7pn ,when used):
fis 333:Pwhll�wMewkss, sekatpump'f/wn NY 6xOFRe M1I/o(ne-A wmf4veptlm#m3oka
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PENTMR
IMELLIFW VS
a. pwnp mwdel
$
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3JF7!ls a]9/eemnR. sssuwdwl4:ecwnmNu<rum
ld]
sExfiw�
m
4A.3.1
Heath has m 1W tight
4.4.2.2
Peadgy act 6W on-eff swhch mRUMed aumide affhe heater
M
HRRM
4.3.13
No ele realstame he lunless fori undspa wiN Light fiWM cowl whh R4 imula
afar pool wiM fA%ofdacumenfN Pml healing Pan mE4te sdar ar rttwwed energy.
4.12
NeMM eMdeWy.g Lad fired heater efkJenry A I Mt2 , heat pump COP at bast 4.0
X
5.1.2
Pool TAM pumP Nsted in database
X
53.1
Po0 ffla Pump tatal hmRpower 1.0 c, more is mu peed
X
5.13
Mu10speed pumps Icr programmedWddauh to the fihtMian flawritewhen no awdWa
Purl loads Me operming within 24 hours and Pmpa d with tempaary cwerdde wpffiility tar
zmv:&
X
Poo Re:ES�4
gang cwmdlm opRhle of WemUM Pump during off-peak dR demand.
WA
MW beFwe Pump hM a l 4 dmmetws of maiglR pipe.
X
5ystmn Rm ,led wM solar, ax p fen the hdure aMWon of solar heating mugxnent by
installiig l8 inches 0 hai]wml orvertiml pipe afterpe fMw and bet . MMer, or Wlhin or
hulhapcmnedlap,wdRdicaLLd
X
are[da:wliMemfa midryl padwafM.
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ELECTRICAL EQUIPMENT WDDNG. GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES
So" WIDE a 6'6" HIGH z 36" DEPTH CLEAR WOREING SPACE IN
FRONT OF ANY PANEL BOARD PER 110.26(A). 110.26(2)
AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE
SI V[ 12 V LIGHT OPIDME 210 WNM
TRSWSFORIDIIt
aEGIM4-Bags)
W MVaB'
DL4C POOL TWO
W/P 1oc61E-3glmt
1
O NEC APPRM
POOL
1' PIS ommUR ....A...�
LOW PfW G.H.
MIST NOT BE MO E "12 N
110N 20' FROM POOL 1/Y amn
EDGE AND NOT
WON 6' OF POOL EDGE M saw COPTfR MIE
TO E31POTENORL BOLD
N.B.C. 2017 SEC. 680.22(3) R SOLID OWPER
MS 10 GROUND
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORK SHAY'.
CONFORM TO N.B.C. 2017 SEC. 680
-,rNaIDR Mx
IB Sam COPPER
_ ga0 ME MIR
CARP
AR ws
S
I6 souo COPPER
BOND ME MH
APPROVED aygFS
NICHE
1-Ig Sam BME m14Nx
18"MIN-24"IMR Cam. PEW[TEN EUID
WIRE NON APPROVED
a/YP5 4' TO 6' BELOW
sl9-a BOND TO
ENTIRE
EOUIP" NL-INM D
Pops
daAE CWPER
t-la sa* mm AINROVFD
g,,s OF
a/YPS b r 5 Bxm m
GWBF Pa
POOL SOT
EQUIPOTENTUL BONDING DeTAIL
PER FLORIDA BUDDING CODE ADArTION
OF THE N.E.C_ 2017 SEC. 680.-8
MMMUIFlEEefLRN)Iff/EFG
MEIONw111ET g
sElECawi.
` �;.
xvwsmcuvo
mGIY16F 0
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wtEr 54.00
apcxMM ".Do
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waElownwaal rwaRsw: 130.100AUMIN
xxxiws
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wa tmsnwanewRwwwY 47,32R
evn
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am
SYSTEM HEAD PRESSURE CURVE
BYWNPSFIFCYION
1 h61m1 �
IM CUSTOM POOLS
MAMAS RESIDENCE
7107 S I�NTDITA�N� RIVER DR
P 1 PIERCE,. FL
1
NNpALL 12p0
34Lt'
0ALLRONeRfIR9R0.2 •w -
L range No.68212 ;
11=1woOd Dfi*
:..S.TA'C�7 �yp�� 014O F .at1�3
***ELECTRIC NOT INCLUDED***
PRFPARBDBY: ET:
STEVE HORST
DRAFTING
SERV &
DESIGN SERVICES 3
M2)201-7046 WsL*ve@y2hoocom