HomeMy WebLinkAboutConstruction Plans" pi VM y Ji
2.5"-- MAIIJORAtW--
2"-- SKIMMER 5 -- `J
2"-- VAC LIVE V --V--
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CV 0700
REVIEWED FOR
PODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
ia�3®12.0 I
+Eat odo ry .k�hn 4
J U N 2 12020
POOL SPECIFICATIONS
Max width
15 d Max Length 3�
Min Depth
SO Max Depth
Perimeter
1 O 7 ' Area 589' i5q = 7-
Elevation
F16tV 3ET Dirt from Exc. LEA VE-
Returns
Lf VacStub yE j
Cleaner
Other Plumbing
LE08008t4FR -ZN77JFA0pV_TzT
Fill Line
JUC> Overflow ?"o
Tile
4a'X0 Step Tile \/Es
Cantilever
Builnose NO
Raisebean(s)
Light
f j ���orpr�o Transformer �t m
Jbox
,�j Timer /lJ�
Automatic Controls (a� Tyi77 F_L (13R (G C
Patio Type
G0A1)C, kr-TE
SgTt.
t 29 64PrColor pr Js FRS C a}D1GE
Existing
YES Sq. FL 549& 64 ..
Footers
11� wfsteei#5 YES NO
Termite Treat
YE 1j
Interior finish
[� y
Pump
Chlorinator
'PEAPT IR H.P. V6ZC+E5C>
YES NO TG'tC> S447-
Bench
: Z Handrail jV
Gallons
(pTurnover Time Hrs.3 Mins.
Cleaning Kit
IDFLOX E
Heater
Size
Foimboard Survey (!ES)NO rp A771 C)
Final Survey
YES No
Compaction
YES NO &14C9(1 L L.
COMMENTS
R�REEPO Ftf?GLL06V
LOlG7ER
J�CtI3�
i
TABLE ARE--} q)TNEROP>e S_rr
JOB SITE
RD&ERT -.)- LJE,4N REr4Lb
5/ 0o Aires Dt7WA RD.
F-r 7>1Ek-C-i� 0 FZ 3t¢9 S
CONTRACTOR
JM FORM & STEEL INCORPORATED
dba JM CUSTOM
POOLS INCORPORATED
ic Lic.#CPC145g8456
`�`ssNOpLIRio
06-09-2020
-. srATIE
sue: •.......• .�., .
'1111"Ir m%•
M. Randall Rq 9e P
FL Lic. No. 68'212
1801 Hazelwobd Drive
Ft. Pierce, FL t14982
PH: (772) 201=1634
—Pool construction complies with FBC 2017, ANSI-7, ANSI-15
—Soil bearing capacity assumed 2,000psi @95% compaction
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(ND SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
4
N
Vacuum (In Hg) x 1.13
Feet Of Hand
'F. �A�[7�11L�
9
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Nnomic Head
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4• THICK WALLS W/J3 ROM 012" O.C. EACH WAY
3' TO 6' - 6• THICK WATTS W/13 REEAR 012' O.C. EACH WAY
0' TO 3' - 8• THICK WALLS W/13 HERO 012" O.C. EACH WAY
6
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PRDVM
VV� ' SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF MY DOES
' COMPACTION TEST OF THE BACKIILLED MATERIAL ARE PROVIDED
PRIM( TO THE POURING OF THE PATIO
MISC, NOTES
1. ALL STEPS AND S INIOUT BENCH EDGES
WILL HAVE 2x6 CAPRE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HAROHOLD TO BE INSTALLED ARE WHERE
DECK RNSTD +6• ABOVE POOL
10" WIN
�.
4.
AT
+' e • ,
STEP DETAILS
1. TREAD IS MIN OF 10' WOE
2. RISEN NOT GREATER THAN 12• EXCEPT IF
MORE THAN (3) TREWS ARE USED
3. AL STEPS TO BE SOILD GIMNE 30DO P.S.I.
STEPS
(ND SCALE)
NOTE REMOVE GRATE d
Ji' PER-R FT. Y( STDE
WELL POINT PM FROM MAw
DRAW d ATTACH AU X POOP
DNE WHEN ECHOING POOL
-►
OVflBTxN GP DUE
OUR /PVP D E Y.
6•x6' TILE
GRATE SHALL
4• STAB
BE SECURED IN
INTERIOR
2500 FIBER MIX
PLACE SO
FINISH
' TYP. WAIL-3,000 PSI GUfBTE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
OR RPoWT WALL
6• TYP. FLOOR
TRENCH DRAIN
3,000 PSI
;3 0 12. O.C.B.W.
(XAIIIE
NOTE: FOR DEPTHS
a
GREATER THAN 6' ADD
TtZFPIX➢
PLUG
� w .
(1)13 COVE BAR W D.C.
'GRAVEL
TO PUMP
TYP. WALL SECTION &
WELL POINT
(ND SCALE).
#a COPPER
HORIZONTAL INSTALL
Is COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below.
Water level in Return Piping.lnstall
insprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
POOL PATIO
WATER L�IEI,
12 VAC FROM
-
� z
a.`•.t POWER SUPPLY
UNDERWATER
.,•;
UGH!
I" PVC
`�• CONDUIT
POOL FINISH
ITE
PENTAIR GLOBRR
SCHEDULE 48 PVC SLEEVE
tE-
NO BONDING
FUSION -ROM PITOR
GROUND
MODEL G4/U.
REQUIRE
NICHLESS UNDERWATER LIGHT DETAIL
(ii SCALE)
a
(2) #3 REBAR OR
(1) #5 REBAR
ROW
FOOTER DETAIL
(NO SCALE)
CtV31NEE URNw
PIPING SCHEMATIC
WM a
ift"
CUSTOM MOLDED PRODUCTS INC.
SINGLE MANNEL OIML MEET CMP 25506-32X VGB
PER FRC4501&6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT' WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A11219b
32• CHANNEL 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
*WITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PIT
The maximum flow rating for this suction Fitting with the center port pugged 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 max -mum flow rating for this suction
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 16B GPM
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2• plumbing.
S.S. PIN EPDXY 4EA 13 REBAR
SET IN PEDISTAL FROM POOL FLOOR
INTO SOLID
POURED_PEDEST#
IL2-4 12- ROUND PEdPAT
TABLE & PEDISTAL
(NO SCALE)
JM CUSTOM POOLS
DECK
!
CPC1458456
I ROW OF WATFRUNE TILE
WATERLINE
WX
STEEL w 12. O/C E.W.
FLOOR SLOPES
nw s<n--- ^� swu ff
WASIMILY am
fYllelY WIH NaOrC &E
"Ll 86.1
liff 4(wr Y THE Fla, {may
THE si" Fm wVt
TOWNWS THE IXBP ARFA aui
Nor dffID r FOOT N 7 FOR
ua+T�
6• RWCK
THAN 11
TYPICAL SECTION THRU POOL
(MIT SCALE)
Determine System Flow Rate: Minimum now Rate Required: 35gpm per skimmer POOL
1. Calculate Pool Volume: --- ft_x 7.48(gol/Ft) _ -'-- gal 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 2_5 inch to keep velocity ® 8 fps max. at 117 gpm Maximum System Flow Rate.
Return Piping to tie 15 inch to keep velocity ® 8 fps max. at--11-7gpm Maximum System Flow Rate.
Main Drain Cover( SEE ABOVE ) System Flow Rote 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 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 QM 0.10'
2.5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181 g m ,07'
4-
234 gpm 0.03'
313 gpn 0A5,
6-
534 gpm 0.02'
1 712 gpm OA3'
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Total H.P: H.P.xserwcetapm.IHiairmarennstbe2speedorvarloMespeDd
Filter Make PENTAIR C&C Sae 150
Filler rrin arm baud an GA. 11BIIOYMNow race pool get lam rn a. = now [Tate
Divide G.P.M. by Cartridge =.375 or Sand =15 a D.E. = 2
Time Controller make ON PUMP Model ------
Cordials must operate a minimum of two speeds.
The higher spearl override's not to sowed one nomsi cvdeor24 his Whichever is less
Determine Pipe Sizes: HYDROS ONLY
Trunk Piping to be 2.5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System now Rate.
Return Piping to be?-5 inch to keep velocity ® 8 fps max, at 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
Pipe Size
6 fps
8f s
' 1'
16 gpm 0.14'
21 gpm 0.23'
L5'
37 gpm 0,08'
50 gpm 0.14'
2'
62 gpm 0.06'
8 gion 0.10'
2.5'
88 gpm 0.05'
7 gpm 0.09
3'
136 gpm 0.04'
181 gpm 7'
4-
234 gpm 0.03'
313 gpm 0.05'
6'
1 534 gpm 0.02'
1 712 gpm 0.03'
JM FORM & STEEL
EVIEWLL REALS RESIDENCE
5186WCO E COMPLY ER�NRD
ST LUCIE COUNT'
SOCC
AA11111111
,Op,LL R
�%GEN,
***ELECTRIC NOT INCLUDED"*
PRFPAMBY:
SI
STEVE HORST
DRAFTING &
Z
DESIGN SERVICES
(772)201-7846 horststeve@yahaocom
3
q> PENTAIR
TDH CALCULATOR JM-REALS-IIIGH
STEP 1 5iE 2 -
POOA SPECIFlCp}IOxi SELEexi
STEP 3 OF 3: TOH CALCULATION '..
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iumaavpNaNk aria.
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iteet*mx -.
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surnnKpunsr 0
lam..,malw.�m.l
orsnpaE 8 ''.
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a1.MUAPr1:
10483 GAL/MIN
xmt.w
7145 FT
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eaadIMN16a FUwaalearNaz
71.45 FT
eM.
Fkw Ratem Sektletleap APM: tOL.6J LPN: 1ai5N 1
Head Loss m Sekded➢amp RPM: 71AS I
_ SYSTEM HEAD PRESSURE CURVE
-Clean System Cprve -Pomp Cum I Desired Opemilon Point -Clean System 4 PoYP Opermian Point l
APSP �>&� �o ols^ JM-REALS-LOW REALS
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wmalMp/a3Y/[L'lA lm3YdMd:tlM Y:mtrwrtla�lYwa.rynOm6
L 1s.i.L CalalalM Pod plume
a. Gdlons: 18200 L 18,200 on.. -
b.fdmbr¢dGdbnc'_/s:^/oa fS_(pmepedepMfX J.(B (Pd//t^3)=
2. F521: plalohdfll[ratlpflwrm L 45 g1p
(POPIwWme. 3fpar36Jpm wM1elpmre lwger) -
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- bmapoveoae,
c. Nllimuln reM1am pipe dbmder 3e. 15 ides
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d. 6Nlmrlum mourn bmrada pipe domneter 3d. WA snores
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b.kNadmrm (Also area 46. 11m s¢N. _
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'amulpeeap..ps.mom,rw:e�eeesmdpmraFr.w,ew;,ama,n. PF3JFAIR
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ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENHAL SWIMMING POOLS
1.
wrl/IS aMa/a9g2-sssaN16amaomm ripRrwm
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eA.ii
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a3.13
No ele[bi[rrmtstanrehatr ds wNr
rigu nNrwn Pa tight fitOngmverwiM R6imlakon,
w fm pod wkh merged pod M1eakrm from orvsice solar or rerarered energy.
A
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iLl
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X
53.1
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Muni -speed pump Cantrdkr pagnmmetl to ddauk to MefilhaYoo flow rate whp no amxgary
pool bads are pryaNng wkhin 24 hours nod pomammed wMtemppmry pveeride opability for
zerviring.
X
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WA
S.S2
Rperefpre pump hasat kartAd4meters olsbaigM pipe.
BLECTRICAL EQI7INMeNT WIRING, GROUNDING AND INSTALLATION 1[USf
CONFORM TO THE 2017 N-B-C. AND APPLICABLE LOCAL CODES
9Oa 1PPm6 a 8'8a HIGH a 36m DEPTH CLEAR 11ORBING SPACE IN
FRONT OF ANY PANEL. BOARD PER 11O.28(A), 110.28(2)
AND 110.26(8) OF THE 2017 NATIONAL ELECTRIC CODE
YN O 8
aB01'E POOL OEO(
�
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NNE TO amlNm
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL 11ORe SHALL
CONPORlI TO N.B.C. 2017 SEC. 880
APPROVED
rry
o
STAINLESS STEEL
HANDRAIL
D (5A6NDING FOR
LADDER)
- PNFNDR NIH
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a.NIPS 4. 70 61 BFLOM
NDND ro
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ec:.m>s o t41 � OF
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EQUIPOTENTIAI. BONDIN' DETAII.
PER FLORIDA BUILDING CODE ADAP'fION
OF THE N.B.C. 2017 SEC. 880.28
TDH CALCULATOR JM-REALs-xYDRos
STEP STEP -
PoOLSPELIFICpiW1I5 SELECIEW PMENi '
' STEP 30f 3: TUN CALCULA'DON
oFraw
,
b1YNellPllaeSi:
'' 1NaAm9ieY
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amlpar
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i 4500 GPM
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-
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mawaN. li 108:77 GAL/MIN Nwflmxalm: M,axP«: 108.77 GAL/MIN
Wwiaas ', 69.73 FT xeaa Lusaw N..PWaw.oNm 69.73 FT
saavp:y
zsa
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DESIGNED FOR:
JM FORM &STEEL
REV'I VINE® FOR REALS RESIDENCE
°�®E OMPLIA111COONWDUNNRD
T. LlJ IE COUNTY FrPERCE,a
***ELECTRIC
%\\illllllll
;OpLI RC
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M. RnNIS6tIl. RO��
�.Lilzmse No.68212 �2
3801 FIIzelwlXd Drive
_ _-Pmlce. F7.34982* . I
NOT INCLUDED'p°-
tx
A2EPAREDBY:
STEVE HORST slur:
DESIGN SERVICES j0 3
AI.7846 holststeve@y2hoocom