HomeMy WebLinkAboutBuilding Plans2.5" A1At,N0AAIN --•--M --Nt —
2" VFiC L t JvE —V —V,
2" 5VOOLER
2.5'- (5)-rH4g0PyTF7'r _j---•j--^*
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ERut PoTEA7 AI,. 6040M 4>6
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PER GODt;
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1�° ! 12 3
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DECO DRAW
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E
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1Jt12E ME644H Y1413DR BARRiEQ
#k REZAR F00rfk
.06n�FOR,
3MP oVNltl
100GG .
POOL SPECIFICATIONS
Max Width
15 Max Length 30`
Min Depth
31 a+ 1 Max Depth V
Perimeter
CJ9H Area t{(oo' Seztr—r
Elevation
F1Ci.t2_S15T Dirt from Exc. PAOL
Returns
Vac Stub YE:1
Cleaner
Other Plumbing
131.>$SLFR -cN, %)"t14C1Zj Py JET
Fill line
1\}C> Overflow 100
Tile
U'X &p' Step Tile yEj
Cantilever
YF6 Builnose N0
Raisebean(s)
Light
30PLOIA Yy -Transformer icx>L J
Jbox
2 Timer t,i0
Automatic Controls
j:tVTE4J8JR1G147_ GDitii R04
Patio Type
C O AjC-R 1=�TE_
Sq.Ft.
' j�Color OtAWERS CRol, E
Existing
N® Sq. R.
Footers
C— 6 w/steel #5 ES N(,
Termite Treat
YF'$
interiorftnish
I`1
Pump
Chlorinator
PEk�TA)R H.P. V63050
YES NO 3f4L7-
Bench
YFa Handrail NO
Gallons
15-1 DU Turnoveriime Hrs.3 Mins.1
Cleaning Kit
D E LO X E
Heater
Formboard Survey
NO Size
YES NO PATIO
Final Survey
YES NO
Compaction
YES NO 13AC X Fi LL_
COMMENTS
LOPITER AZARA U YW RE) FIFAUCE,
TA13i E 1
Fri L�.' (y�irtl e 7ET
JOB SITE
Ru5:501 .
3enre1l� �JorY ltr
f 1
I2-0fir i44t,?voJ Ltn,
ter. ?;grre,
FL. 3gg82L
CONTRACTOR
JM FORM & STEEL
INCORPORATED
dba IM CUSTOM POOLS INCORPORATED
#772-486-0821
tic.#CPC1458456
`rrA,Ro F'
,,`` LL rtt
6
l
06-29-2020 STATE OF�
ss/ONALti�
t t t r„11110\
E copy M. Randall Rodge.s, P.E.
FL Lic. No. 68212
1801 Hazelwood brive
Ft. Pierce, FL 349€12
PH: (772) 201-1634
WHEN PROMIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO s
PRESSURE GAUGE 4 INSTALLED ON
FILTER PUMP FOR ANAL INSPECTION
IJ
vacuum (in Hg) X 1.13 Pressure (PSI) X 2.31
Feet Of Head Feet Of Head
Vacuum Head + Pressure Head
H•a d a
ut' `i iil
NOTE REMOVE GRATE &
A*FF. � �-�
WELL PANT PLUG FROM MAN
DRAIN & ATTACH AUX. PUMP
LINE MEN ndTr NG POOL
OrfM011n OW WE
METE
6'6C" TILE
(2) #3 REBAR OR
GRATE SHALL
4' SLAB
(1) #5 REBAR
BE SECURED IN
INFERIOR 25M FIBER MIX
PLACE SO
FINISH � Q¢' 7YP. WAIL-3,000 PSI GUNIIE
CST S
THAT TOOLS
ARE REQUIRED
8"
10
FOR REMOVAL
- STEEL-TEX FORM
'..
OR WAFT WALL
6' TYP. FLOOR -:
8"P.
TRENCH DRAIN
3,000 PSI 13 ® 12- DEPTHS
GUNIIE NOTE: FOR DEPTHS
CPC 14 5 8 4 5 6..
''+r' GREATER THAN 6' ADD,,
TREADED
(1)$3 COVE BAR 06O.C.
PLUG
GRAVEL B
To PUMP
TYP. WALL SECTION & WELL POINT
FOOTER DETAIL
(NO SCALE)
(NO )
PROS
DECK
1 ROW OF WATERINE TILE
WATERLINE
CHLORINATOR FILTER
PUMP W/ HNR &
LINT STRAINER
x „WALLS
F Y7N 6 -O wff
I
wa s
H
13 STEEL 0 12- O/c Ew.
hKI
FLOOR SLOPES s' mlac
DOOR SLOPE SHALL BE
�A1ER
THAN 11•
SpWLER
RFAS y UNI HMI
oWCY Ma A TIM 5b 1
THE SOPS OF THE FLOM FRar
n� sso TK snug Era w V1
104M RE Off AEA SHALL
Nm UM 1 Poor IN 7 Fam
A
1101=01ffn INSTALL
TRENCH DRAIN
lia COPPER
TO GRID
t ati�;
VERTICAL INSTALL
PoolBond PB-2008
2.5" Install in Plumbing T at least 3" Below
MAIN DRAIN Water level in Return Piping.Install
in sprinkler box for easy access
POOL DETAIL
(Nil SCALE)
OUTSIDE ANGLE OF REPOSE
IT AND FURTHER - 4• THICK WALLS W/13 REBAR 012. O.C. EACH WAY
3' TD 6' - 6- THICK WALLS W//3 RERM 012. O.C. EACH WAY
0' TO 3' - 8• THICK WALLS W/13 REBAR 012. O.C. EACH WAY
misc. TES
1. ALL STEPS AND SMMOUT 09" EDGES
WILL HAVE 2x6 CAPILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR MSIBLIIY
2. WNDIM TO BE INSTALLED ARE WHERE
DEC( RAISED +6" ABOVE POOL
THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
rALED AT D(CAVATKFI AND SHORING SHOULD BE
TIRE SOTS FROM EROSION OR SEf1100IT
OCCURS OR ENGINEER APPROVED IF ANY DOES
T OF THE BACRIFIL ED MATERIAL ARE PROMOTE
.....,..._ .._ ...JWG OF THE PAIN)
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10' WIDE
2. RISER NOT GREATER THAN 12' EXCEPT F
MORE TRW (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNITE 3DOO P.S.I.
WATER BOND DETAILS FOR
WATER LEVEL
UNDOWTER
UW
LIaTr
POOL FINISH.
POOL LIGHT
JUCTION BOX
12 VAC FROM
POWER SUPPLY
SIZE AS DErEPodINED
BY LICENSED ELECTRICIAN
1w' SCHEDULE 40 PVC SLEEVE
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
YARj ?r
EQUIPMENT
I' PVC
CONDUIT
Yw- ) x3'L C'Tk+"`..
C,.V011- O;W
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE aWNNEL COAL a mEr CMP 25506-32X VGB
PEN FTRC4501.86 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WIM
2017 FLORIDA BUILDING CODE
LISTED TO ASNE/ARSI A112198
32' CHANNEL DRAIN AND SUMP
25506-32D-000
*THREE 2- SOCKET x 2.5' SPIGOT PANS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*NMPO LISTED ROW RATES
*WHITE PVC BODY
'COVER GOES 9Vt7R BODY TO GIVE FINISHED LOOK TO PIMP
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
(wall) when using 2.5' plurnbing and 184 GPM (floor) and 176 (PM (wall) when using 2• plumping.
S.S. PIN EPDXY 1 f 4EA 13 REBAR
SET IN PEDISTAL FROM POOL FLOOR
INTO SOLID
POURED PEDESTAL
12" 12- ROUND PEDESTAL
TABLE & PEDISTAL
(Nil SCALE)
SE_6M
14'-6" 1
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System now Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: --- ft_x 7.48(gal/Ft) = ---- at PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: XXX gal / XXX = XXX + XXX = XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be-1-5-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 now 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
Pipe Size
6 fps
8fps
1'
16 gpn 0.14'
21 gpm 023'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2-
62 gpn 0.06'
82 gpm 0.10,
2.5'
88 gpFq 0.05'
17 gpm 0.09
3-
136 gpn 004'
181 gpm .07'
4'
234 gpn 0.03'
313 gpn 0.05'
6'
534 gpm 0.02'
712 pm 0.03'
Pump Model PENTAIR INTEWFLO VS3050 N.P. 3
Total H.P: BP.xservioef W..IH.p or more must be 2 speed available speed
RNer Make PENTAIR C&C Size 150
RNer min. area bawd m 6hr. tumovalow rate prat gat l360 RwL = naw FWe
Divide G.P.M. by Ca t idge =.575 orSand =15 a D.E = 2
rime Controller make ON PUMP Model ------
Controls mud operate a minimum of two speeds.
The higher spyovemdesnotloexceed oneramuat Lvcka24hrswhddVnav less
Determine Pipe Sizes: HYDROS ONLY
Trunk Pipingto be 2i5 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. oL 17 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
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpn 0.08'
50 gpm 0.14'
2'
62 gpm 0,06'
82 gpm 0.10'
2.5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181 gpm .07'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
DFSIGNED FOR:
JM FORM & STEEL.
NORVELL RESIDENCE
1206 DRIFTWOOD LN
FT PIERCE, FL
.CENSFC��
V
er
IUt 'LLROW%6*1z
R Lim No. 68212
3801 lbmlwood Drive*
P1.34982
• 12014WgTE OF :p
#4tELECTRIC NOT INCLUDED""
I'MAREDBY: SIFT:
S EVE DRAFTIN &ST 2
DESIGN SERVICES
72)201-7846 hoT%tE*ve@yahoocam
.0 PENTAIR'
TDH
STEP 1
-..-PvelsPEpFrcanvxs.. _. 9
STEP 3 OF 3: TDH CALCULATION
Poetw•wekallwed: tsxnm9alaaa
rmnaxle.u,N; {yppva
P•vwpn a•wnaw, 41.94 GPM
MR JM-NORVELL-HIGH
T
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-
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e
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xnEumnruuaesesrEmvs,svas.ri.vayss 1
Ranirm 109.25OAL/MiN
ltal•a 69.52 FT
RE0t6NiN0N91RE5k
tAn-
S x,noNUUi a
mu sE 8
nags 26A0
mscxMw 58.00
t �.' 9uatiAix
xu2r 5
mscx E 12
.11T 0
vlxwa F 3
aN, 1W.25 GAL/MIN
ft •al Naa 69.52 FT ..,
atsoxwpo 1W1E HD
SYSTEM HEAD PRFSSIIRF nIRVF
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•agelPNcc asa F1WHaiYERt�NeyeO1PLWIgE Iibpwnax inn IFSmtlsruLLswwwG noaLi
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naganonown;
NORVE IanvWmaat
JM CUSTOM POOLS
on0x:
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mrE: 6-29-20
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z. Galkm: 1S.1OO
L IS -IN appm
In, fabdmalGeWns: part eae)x fowmxe dapm) x 7.•4(944N3).
2. 5521: Ca"Itted filtration eoxr rate
L 42 gwn
(Pool wlume a36pw349pn wl✓hewr o W")
3.§SS-L Mae ozh,
> Minimum sumlon pipe diameter
3a. 2 mhes
IG(e, Ce mwlbtOR>eha'n Tate i rat o EIW�+rwaAM tlr,m,e u„ve ill Poem 21
_
h MiMmunssaDm brash plpealarllRer
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d. N4Mnlm reban bmwh pipe diameter
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a Fdta t K,.(Corlmoo, D'C SuM)
4s. CART
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-
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resew.
a.Pumpmodel
ba. WA
b.Toal hors�
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1. Mdtspued Wmpselectian (whin used):
W321ftuoV nyWunor¢gy{ypnp'famnle Qplayne,wgo Oste.A evaJbvapnlpEmawffi
ff3al: rmhl>pn9^4•wnve. rzlYMM'hw,taetlomEausA6a(]s,nCWmA+awMmlmnlwls
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h. Fmmfian,
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t§532y 1122µµmpeNwAwCemAwakmdw4amAwP)
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Ida
NIA
Heatem
4.au
4-4.1.2
4.3.M
has no pilot light
IDound spa nvth t ight fit0rg miner withR3 insular ion,
heating from onste solar wrerOxered energy.
imcY Alaast 28%, Mat Pomp COP a[react 4.0
5.3.1
Pool Nter WmP ksted in database
X
S3.1
Pool Moor pump With total horseWwm 14w mwe is midN-spell
X
Matti- Paanl Purina Coatnollm Poogammed to default mthe filVAton flow rate when net awtlliary
53.3
Pool hods are operating within 24 hours all Poogrammed with temporary 4venide apinfity for
X
sa ng
a^d sTstram
53A
pmmcmtra4eroWbk ofPperatfng WmP durwgoN-peak NecMcdemmd.
WA
5.5,2
Npebefore WMbNatkast4dumtte straihtpipe.
X
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5.S3
imm8kglgin &hwNontal"WrOCal PVea theiN wdbefweaheatm,abui0i'a
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bu0tup aooe om. or Ih,gacauni PIK wall born the Pont
56
g
0iremknal inkN Tor mmngpodwatm.
ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION NUST
CONFORM TO THE 2017 N.S.C. AND APPLICABLE LOCAL CODES
30" WIDE a 6'6" HIGH a 36" DEPTH CLEAR WORKING SPACE IN
AN FRONT OF Y PANEL BOARD PIER 110, O(A), 110.26(2)
AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE
WW1D1 MDOF OFI.
MUSE NOT gi
MORE
OLGEDGE ND !!21Y fP Pon
WR NOT
if
N1 M 6' n POOL EOCE
N.E.C. 2017 SEC. 680.2
TWgR e/ST.
roCLIE-sera
g PPPRD"
1' cal: COWWO
1/12N
1/2• C(NDIN
�-118 SOLD COPPER WE
TO BMW£ HIL BOLD
1g SOCD COPPER
amcvarl-Dols)
a IX 8'
WBOaE Pon nIX
ELECTRICAL DETAIL
NOTE: ALL. LBECTRICAL WORK SHALL
CONFORM TO N.S.C. 2017 SEC. 660
ae2
STADUMs STEEL
HANDRAIL
{SAYIE BONDING FOR
LADDER)
- ANDIDR Mnl
A cam 00ITut
- Bw WE WIN
IPPR(NED CLAWS
15 saD COPPER
� RarD WeL WIN
APPWVEO cl k
MCBE 1-18 SDID 6VE COPPER
18'MIN-24*MAX owL pERWEIER m
1111H =6-
wD-CRWE uTOB(dTL1tS �- a al-l-n namlglo
1-18 SOLD ONE COPPER
1Dx0 ■R WDI APPROeD
OARPS a (4) SDES OF
WRITE PWIS WHO To
Potl sun
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BONDING CODS ADAPTION
OF THE N.E.C. 2017 SEC. 680.26
PENTAIR
TDH CALCULATOR :TMNORVELL-ffmos
_.. STEP 1 - STEP 2
POOLSPEpFlCgTpµS SEIELiEWIPMENr
STEP 3 OF3: TDH CALCULATION
v«sva"aaym.I: .....we+u.6 sunroi, un: tmrt
TumanrlMu•I; a.NlMws
°.iw,aom Rew one 419E GPM rmimammoeam {11O.12GPM
••
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awxwrnrevmacm msen
sicnux caner 8
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-
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i
.
Nwaron 11OA2GAL/MIN alQ.Fw P•nnx..upN: 110.12GAL/M1N
xndl.w 69.16 FT xartwnew Raaaamerm 69.16H
MM:
SYSTEM HEAD PRESSURE CURVE
6YNlMPswcTIOM
DESIGNED FOR-
JM FORM & STEEL
NORVELL RESIDENCE
1206 DRIFTWOOD IN
FT PIERCE, FL
\`111111111111
\\\\��pLL Rod
i
MI#L,RO p�g
FL Lilluse No.�8212
BOI Th2elwood Ihive -
iPM,-, FL 34982* •
Sy : 201-!4A E OF • •��
,�1 ALV
LECTRIC NOT INCLUDED***''
STEVE HORST
DRAFTING &
DESIGN SERVICES
(772)701.7ft h01S1 teve00 v3b0
Y
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