HomeMy WebLinkAboutSUBMITTED PAPERS�TED
•AII APPUCABL INFO UST BE CON
Date:
FOR APPLICATION TO BE ACCEPTER- -
1
SCANNED Permit-Number:l��/`—L�
BY
'St. Lucie County -
Building Permit Applica@on
Planning and Development Services
AUS 1 1 2015 C St. Lucie �i County, FL
Building and Code Regulation Division
-
2300 Virginia Avenue, Fort Pierce FL 34982
public Works
Phone: (772) 462-1553 Fax: (772) 462
1578 CORlnlerC&� c1e Ccun *F%idential
PERMIT APPLICATION FOR:
X0 JAW 02
4 MEN 101
Address: e-401 e
C"3_e- S2
Legal Description: ess-
-2L07 G 2A�uS�
Property Tax ID #: 3 \ S -
00b 1- 000- Lot No. -1
Site Plan Name:
Block No.
Project Name:
Setbacks Front Back. -Right
Side:. ---- --de:
—ultional work to be pertormed n e
this permit -check all that apply:
echani'cal G sTank
_Gas Piping _Shutters _Windows/Doors
Electric V Plumbing
_ Sprinklers _ Generator _ Roof
Total Sq. Ft of Construction:
Sq. Ft. of First Floor:
Cost of Construction: $ _32
Utilities: —Sewer —Septic Building Height:
-
Name: ac. OeO' �Cn,c� 2:c— o \eg
Name '3
Address: �Q\ �0.r�Oe L
Company: napen�,��m\C
State: �L •
Address: `3SQ0 S E . �Qx°c \liar
City: � � Pe-
Zip Code: SZ Fax:
City: Q State: L
Phone No. .: ' - Z
Zip Code:?,\\CkCa Fax: -P-L• 2J3�'= G4a0
E-Mail_
Phone No.i2-
(if different
E-Mail: crh,0.\\e t rook Cc��\je\\Sow tied
Fill in fee simple'Title Holder on next page
State or County License: G
from the Owner listed above)
If value of construction is 2500 or more, a R
CORDED Notice of Commencement
I
is required.
p
F
DESIGNER/ENGINEER: _ N�Ot
Applicable
MORTGAGE COMPA11 NY: _ Not Applicable
Name:
I
Name:
I
Address:
Address:
State:
I
City: State:
Zip: Phone:
City:
Zip:
Phone:
FEE SIMPLE TITLE HOLDER: _ N
t Applicable
BONDING COMPANY: _Not Applicable
Name:
I
Name:
I
Address:
Address:
I
City:
city:
Zip: Phone:
I
Zip; Phone:
V
OWNER/ CONTRACTOR AFFIDVIT: Alppppppplication
is hereby made to obtain a to do the
I certify that no work or installation has co
permit work and installation as indicated.
menced prior to the issuance of a permit.
St. Lucie County makes no representation t
which is in conflict with any applicable Homg
at is granting a permit will authorize the permit holder to build the subject structure
Owners Association rules, bylaws or and covenants that may restrict or
structure. Please consult with your Home O�
prohibit such
ners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested
permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the
lorida Building Codes and St. Lucie County Amendments.
The following building permit applications aie
exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fenc
s, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to
Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice
of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend
to obtain financing, consult with lender or an attorney before
commencin work or recordin our
otice of Commencement.
m
cc
nature
- of. O ner/Agent/ L see Z
Signature ofCon tractor/License Holder
f
fE OF FLORIDA
STATE
10
OF FLORIDA
NTY OF
COUNTY OF
before me
by
r�Ai
orgomg instrument was acknowledged
r`i7ay 20
The forgoing instrument was acknowledged before me
of
tIs ? day of 11v 20 by
U
w
omi
zT
e of perso ackno a ging)
(Name of person acknow a ging )
of
V
A
P c- S f Florida
(Signature of otary
/
(Signature of ary P ic- at of Florida)
Personally Known OR Produced Identification
'�-
t
Personally Known _ OR Produced Identification
Type of Identification Produced U
S) 1 _
Type of Identification Produced
Commission No.ES�32 ea (Sei
1)
Commission No. CG VJ 3a 169 (Seal)
REVIEWS
FRONT
COUNTER
ZONING
REVIEW
SUPERVISOR
REVIEW
PLANS
REVIEW
VEGETATION
REVIEW
SEATURTLE
MANGROVE
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
ev.
PLANNING & DEVELOPMENT SERVICES DIVISION
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB-CONT�OR SUMMARY
\_&PR� %)• SchmeJz—
J will be usingthe
following sub -contractors for the
(Company/Individual Name)
project located at �\ S
(Street address or Property Tax ID #)
It is understood that if there is
listed below, I will immediately
change of status regarding the participation of any of the sub -contractors
the Building and Zoning Department of St Lucie County.
Trade
I
iarne of Company/Contractor
St. Lucie County/
State of Florida
License Number
Electrical
Plumbing"%eon
SG ��
I VAC/
Mechanical
Roofing
Gas
OFFICE IJSE ONIYf;
PERMIT
NUMBER:
I
)kLV
ISSUE DATE:
PEWF# I I ISSUE DATE
Via' mwvm
P RtG & DEVELOPMENT
f
B11iidiag c&: Code compHauce Division
fir.?. - Ri:rLDINC-PER,11IT
4L133=CON"C1i.4E'iOR Airlt�$14a"'!w":T
SF.LraieCow+iyCmzaac;prCe�Q�t=eiF[ion�'t7xbei•:_�q 1
Sxare nt�`srlTluridn Cest$iearinn N'xm�Upr rlpap�,yab�):/{_���_..-.
-`+` � p V l,(, l>fn'c rlfd'7@fd t0 be CiYe
C•my+anyNaurdudividxI�ii+si+:; -
Stib-conizactor for
ii';•pzoi"1tud,:T cJC3L1 4, R _ PQL0 j
(ArnxvtyCo±+uzetor}
For Tin pic jest located at
CProi2et t:raer Aachzcs or Prcpait}° T,ix Lr -j '
It it +.nadmtood @Iat, +ethe;c is arty obal19c a'fstatu rr!Sard rjg cur partici)ration a itil t)zc abo-aa tltcuta�a�;
Project Tcvr3l.itrtnaediaYc]ys eS� theT3UiMii�Z aix! Zoning Dt*vrtmcnt of St_ Lucy CoureTy t)), iLl ¢ a.
C' mis of`tu-rnxltnactoralotice �Foixn; SLCCDt' (h'o, pr};.dry)
US.I NESS QT AL,dFTE ttuse oit a [odic dual siwrci oR the Cb it c n;'s? c.w se)
I'd -k,, T7_6
L
Fio:u: i7-37—�1� G"/ atayiT 1 ]L3U'�och 2{trLt_'
Y-
sr r of FLoxma, corn; rY of � � , , t t C0
F?};x.:FO.RI:.CtCs.Fvt;i�S"t'RCxhrE.'V'E�•AsslCt`'FD$E7FaR.E:4L£1Txtr+� n-6yoE•_A)--ii /�_
3 , Er, 07SULLY &:; 0ji,-; Y-- OR I�U&
FRODUCFD A5IDEN'f ZCATION,
Si�C'PD:
PRrNT NAY[L OF NOTY
;iP"1 CAROLINA R SAMAYOA
'• MY COMMISSION # EE173389
'?„ • ,, EXPIRES Fubntary 27, 2016
(J071 aa9-a1St Flwloallot[ arAm.m
F8TAI?+731
& DEVELOPMENT SI>_ fCES
COUNTY
F L D R I D A
PERMIT 9
& CODE REGULATIONS DIVISION
2300 VIRGINIA AVE
FORT PIERCE, FL 34982
(772) 462-1553
MIT OF REQUMMENT COMPLIANCE
Swimming Pools, Spa, and Hot Tub Safety Act
that a new swimming pool, spa, or hot tub will be constructed or installed at
4'O\ k0.mY2 G\ • V k— and hereby affirm that one of the following methods
(Please print street address)
will be used to meet the requirements of Chapter 515, Florida Statutes: (Please initial the method used for pool.)
The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29.
The pool will be equipped with an approved safety pool cover that complies with ASTM F1246-91(Standud Performance Specifications for
Safety Covers for Swimming Pools, Spas, and Hot Tubs).
All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound
pressure rating of 85decibels at 10 fret _
All doors providing direct access from the home to the pool will be equipped with self closing, self latching devices with release mechanisms
placed an lower than 54 inches above!;the floor or deck
I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract
purposes, will constitute a violation of Chapter 515, F.S., and will be considered as committing a misdemeanor of the second degree,
punishable by fines up to $500.00 and/or up to 60 days in jail as established in chapter 775, F.S.
I understand that the St Lucie County
above protective devices, or the lack of
I, the contractor, agree to
CONTRACTOR
STATE OF
The foregoing instrument was
actions Department assumes no liability for the final inspection of one of the
or the removal of such after the swimming pool has been finalized.
of the proper use and maintenance of such safety device.
STATE OF
before me The foregoing
this day of klU a . 20 \S
�I
by
Personally Known or Produced identification
i
Type of Identification
SLCPDS Revised
OF Q •
was acknowledged before me
this day of 20-4&_
by
Personally Known or Produced Identification
Type of Identification produced: 1 L 01 �
CAROLINA R SAMAYOA Ai
MY COMMISSION#EE173389EXPIRES February27.2018
ClorHallote
.a.mm
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 4100022 OR --K 3776 PAGE 1198, Recorded 08/10/21 `�at 12:52 PM
STATE OF FLORIDA
ST, LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COPY F THE
0 INAL.
J H E. M H. E K
B
no uty of
Date: AUG 10 2015
r1y
•
DATE:
JOB NUMBER:
PERMIT NUMBER:
CLIENT:
CONTRACTOR:
JOB LECGAL:
JOB AtDMESS:
1soo,-3- ozUa)
COAS-rAL TESTING LABORATORY, LLC
Post 0ffice/Bow2023
PaimCity, FL 34991-2023
772.220.6688
COAM74C770Ay 7-tsrREMR
AS7M a 6938-10
SeptembW 28, 2015
15 -0944
1508-0243
R.D. Schaler Pool*
R.E). Schalor P0014-
N/A
701 Ravnie/Court
I>ortSt, Luc+:&, FL
SOIL CLASSIFICATION & REMARKS: A3 Ffrvw browvvba wly boil
RECEIV D SEP 29,2015
TEST SAMPLE LOCATION: 10' IS LR Comex - Center Of Pact -10' IS RF Corner
limilrugm ] ],
1) 103.2
2) 103.8
3) 103.0
Re�pecp Zly S/ubm,ittp,&
6�t U/W C-D
Erne4to-Ve1a4c&,, P.E.
Ma*Z"uk Qa * entity
104.4
104.4
104.4
%Coinipa ciwiv
98.8
99.4
98.6
£OOfn T62TLRZZZL IVA 9T:TO 9IOZ/99/60
i •j1 TORY, LLC
COASTAL TESTING LABOR�,4
PostOffu,&Bov2023
Pal*wCity, FL 34991-2023
772.220.6688
MOISM9EDE VSI7YREI-7472O1VSfflP
ASTM D 1557-09
DATE: SepDmzber 28, 2015
COWNACTOR: R-D- Schafer Poo7*
JOB NUMBE?Z: 15-0944
PERMIT NUMBER:1508 -0243
112
0 110
0
U
U
108
U
100
m
8 10 12 14
Moisture — Percent of Dry Weight
600[J TRQTIQ7711 VVR 1T:Tn nrnv ,ov ien
COASrAL rESTxN(5 LABOR,4rORY, LLC
post OfftceiBow2023
,• J
PaJmCUy, FL 34991-2023
772.220.6688
'DATE:
JOB NUMBER:
pERMIT NUMBER:
CLIENT:
CONTRACTOR:
J0B LEGAL:
JOB ADDRESS:
coMWC77"M MSrRZMRr
,4S7 1 D 693840
September' 28, 2015
15-0944
1508-0243
R.D. Schafer Poo?*
P.D. Sduller^ PooLS-
N/A
701 Ravni&Covet
port -St. Lu wcel FL
SOIL CLASSIFICATION & REMARKS: A3 F%rmibrowVVSaruiy Soil
TEST SAMPLE LOCATION: 1o' IS LR Corner - CeYLter of Pa& -10' IS RF Corner
In/-plaa&Qa'DewSfiy
1) 103.2
2) 103.8
3) 103.0
RaspedfvUy Submitted,,
//u//bm tte ,,,
� 0 ACV C-10
Ernasto-Vda4ro- P.E.
104.4
104.4
104.4
%Co-mpacaow
98.8
99.4
98.6
R��kJVFp ���'2g
?015
T69TLSZZLL %Vd 09:TO 9TOZ/99/60
COASTAL T•ESTINC5 LABOR�4TORY, LLC
post Ofk&3aw2023
PaUmCLty, FL 34991-2023
772.220.6688
MOTS- 7UREDENSITYREL7472JONSIMP
AST"M D 1557-09
a4T*E: SeptP.rnbe+^ 28, 2015
cONrRAcr02: izo- Schaler Poo?k
J013 NUMBER: 15-0944
pERMIT' NUMBER:1508 -0243
112
0 110
0
LL
U
108
u
V
O1
n 106
J
.N
104
C
d
0
102
100
m
8 10 12 14
Moisture — Percent of Dry Weight
coo T69T489944 XVd OE:TO STOZ/99/60
1142 Water Tower Road, Lake Pads FL 33403
OXlce: 1-977.494-9994 / for: 551.944-7102
South fast Rodda Division Dispatch: 561-344-9904 / CentOl Florida
/ -'�13 B684 aa��v �� • 0 MR3000 PRPM
rJmy �—IOBERT DEAN SCHILLER POOLS I
sswaeaoonass
701 Ra*ia CE **FIBER** 9TLUCI
787973
,1
311
Wicct
Web*P40ed et Customers
South]
NB9UB9l
gals, WTI Wad
CYC
4%/fn
W
gals. to
15load
gals. to 1131aad
11oRm'
st mere e�R 9- oral
—
9 p1I01M.ERADDE0TO1119
=m E7E NCRWILLRFDDCE1nsonfl RGm
f
D WROFUrrT. ANY WAM ADDED IS
btln�N/ tubed S
AT InIdjid OWN RISK
Sl
.T.
��. 00 o.rE 11/06/SS
f,.
nun
Dimon a 6006
Ran
0
pppL JDrOE Moreno
oew
7 ae52 AM
a--
1.00 10. 00 1. 00 FIBERR I FIBERS - N
0.00 ENVIftO ENVIRONMENTALTAL
1. 00 0. 00 2 FUEL SURCHARGE
TOLL
FL 33403
4 / Cengal Florida 01VI910n Dispatch: 407-339-5311
LOT A
Taken
0
I
1'
10. 00
20. 00
• 31.00
305140020
3000 ARAM
FIBERS - Resitl
1. 00
20. 00
1.00
FIBERR
ENVIRO
ENVIRONMENTAL
1. 00
0.00
0.00
2
FUEL SURCHARGE
1.00
/1-
787976
I �
watW Arced ai custouere �,
Re9uen
gaN.ble9 bad
gals. to Tld bad
gals. to In load
R AODIMO
RISK
114, Water Tower Roatl, ,
010ca: 1.077.484-9994 / Fae ssr Lake Palk FL 33403
.. _-
IIIIIII`IIII�IIII�IIII�IIII�IIII�III�I
/ Central Florida OiNsion DiSPatch:407.339.53,1 78 79 78
LOTp
1142 Water Tower Road, Lake Park FL 33403
off,
-8,7-484-9994 / FaY:56 044-7102
South East Flof[da Division Dispa :p'61-844-9994 / Central Aurita Division Dispatch: 407-339-5311
787981
Concrete Tested ❑ Yes LOT k
/ Central Florida OiNsion DiSPatch:407.339.53,1 78 79 78
LOTp
1142 Water Tower Road, Lake Park FL 33403
off,
-8,7-484-9994 / FaY:56 044-7102
South East Flof[da Division Dispa :p'61-844-9994 / Central Aurita Division Dispatch: 407-339-5311
787981
Concrete Tested ❑ Yes LOT k
WaeMdedomersCY6atlem
Tease Yea No
to lug toad
Cammens
to M bad to ITS batlPREVIOUS
TRUCKa172toIT
NOT RESPONSIBLE FOR WARNING NRGATION TO THE SKIN AND EYES
ADDITIONAL WATER ADDED TO THIS
VARIATION IN COLOR OR O,= ratrcNN mbetl mreW mar cause Nm navy. Aw amen.
NP
SURFACE DISCOLORATION myure ped is Nbe �peDunneey Ir mnipwEIfMeIINf ssF�ly mml,m. SO DURABMRYpANYCERISAODEOGTH
enrunxiaV E PH �:49 EP.N pro4ucb.
AT CUSTOMER'S OWN NSK
I 782 3 -tS 300
3aS-I
a.Vlr TYfETa
103 S 8
m
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f
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IIaE
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WE WE
:33 P
33.00
33. 00
30540000
3000 PRPM
yd
33.00
1.00
FI➢ERR
FIBERS — Residen
is ea
0.00
ENVIRO
ENVIRONMENTAL OI
PO ea
7MI
0.00
a
FUEL SURCHARGE
ea
I
I.—Y I- Y amaga o,
epulPment
SU6TOTRL
tlenu9eteT anY tl¢Meriea bryatl W cmb
A%
SHIPMENTSUBJECT N VERBE In .Vra
TOTAL
PERM1TP I I ISSUE DAM
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
RMLDING PERMIT
SUB-CONTRACTORAGREEMENT
St. Lucie County COM18CtOr Certification Number.
State of Florida certification Number([fappura6lo): C_QC I s--`Ct
Name)
agreed to bo the
Sub -contractor for 5�.Q
(Type o£'hade) —
(Primary Contractor)
For the ProJect located
It is understood that, if there is any change of status regarding our participation with the above mentioned
Project, I will immediately advise the Building and Zotting Departmcut of St. Lucie County by tiling a
Change o£Sub-contractor notice. (Form; SLCCDV (No.004-00)
BYTSLW8S QjjALnqEER (Name afthc Individual shown am the Conhactor's License)
NOTARIZED SI-GNATURES ARE REQUIRBp
Business Name: � \. � S
Address qS� Sc
GSty/3tatelZiPt V \
Pho �a2-2eb^i- O}la� e,nail: s�%..�\�ek ,Lctcc�b��\so�i •I e�
PRINT NAME DATE
STATE OF FLORIDA, COUNTY OF S> •
THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME TIiIS lk-�ADAY OF �0 1S
BY �GJ`OP \). Cs\i�\WHO ISPERSONALLY KNOWN OR HAS
PRODUCED ! J - .4.1 AS 100TIFICATION,
SLCPI)S:
�Ct,c. C cSTAA4P>
�A �.,,.ra9�cY \
PRINT NAME OF NOTARY PUBLIC
' CAROUNA R 8AMAYOA
• �: MYCOMMISSIONINEE178 9
EVIRE8 Febmary27, 2010
ai saaots� mrnenae .tom
r
Planning & Development Services
Building &Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL. 34982
Phone:(772)462.2172 Fax:(772)462.6443
PROPERTY INFORMATION
Address: 701 Ramie Ct
City / State I Zip: Port St Lucie, FI 34952
Parcel#: 3419-515-0081-00017
Zoning: RS-4
APPLICATION INFORMATION
Permit Number: 1508-0243
Permit Type: POOUSPA- RESIDENTIAL
CONTRACTOR INFORMATION
Contractor Name:
Robert D Schiller
Business Name:
Robert Dean Schiller Pools Inc
Business Addr:
3590 Se Dixie Hwy
City / State I Zip:
Stuart, FI 34997
REVIEWS AND COMMENTS
REVIEW COMMENTS
1
Owner(s):
George W Dixon Jr
Jurisdiction: SAINT LUCIE COUNTY
Lot#: Block:
Stories: Automatic Sprinkler System? No
Fax Number: 772-287-9970
Email: Schillerpools@Bellsouth.Ne
t
Review Tvne
Status Reviewed By Date Started
Date Completed
Date Released
DOCUMENTS MISSING
PENDING Angela Huff 8117/2015
8/17/2015
Comment:
SENT CUSTOMER TO ERD
8/1912015
Comment:
PLUMBING SUB AGREEMENT SIGNED BY ROBERT SCHILLER.
8/21/2015
Comment:
VEG PERMIT FILED UNDER (D) FOR DIXON - NO FEE
ENVIRONMENTAL REVIEW
COMPLETE Ben Balcer 8/17/2015
8120/2015
812012015
Comment:
FRONT COUNTER REVIEW
COMPLETE Angela Huff 8117/2015
8/17/2015
8/17/2015
Comment:
PLANS EXAMINER REVIEW
INCOMPLETE Dave Johnson 812612015
8/26/2015
Comment:
SPECIFACTIONS BLOCK REFERENCES 2010 FBC. ALL CODE REFERENCES MUST BE
TO THE 2014 5TH
EDITION. 107.2 FBC
8/26/2015
Comment:
PROVIDE ANGLE OF REPOSE DETAIL. 107.2 FBC
8/2612015
Comment:
COMMENTS EMAILED TO CONTRACTOR MAILED TO OWNER
ZONING REVIEW
COMPLETE Lydia Galbraith _ 8119/2015
8/19/2015
8/19/2015
Comment:
nub. RV. [v IT 1 Ir IRnl11
v
APSP/ANSI•-7
Suction Outlet Safety Compliance Uata Sheet
(One sheet for each drain or set of drains In the system)
Job Name -
Address'. 0
THIS DATA IS OR THE: POOL AUXILIARY (Spa, Features) etc.) SUCTION
Are there drains: yes no (if no, go to Wnk & return pipe size)
Single unblockable Two or more.
Drain make & model: l lJ !) 4W
Listed cover now Fate: 70-0 gpm
SYSTEM FLOW RATE
System now rate;_ gpm
Method of detbrmining system flow:
_ Maximum flow from the pump curve
Rota) dynamic head calcglatforl (pttach calculation sheet)
Simplified total dynamio head kach pipe length + filter+ heater resistance)
PUMP'SELECTION j 1 'n / ty /�-7
Pump make & model: _ GJ' py 2 ZRID SPWJI5 2- D A-7
(attach pump performance curve, Indicating flow as calculated above)
SUCTION PIPE SIZE
Branch piping size — Inch @ 6 fps or lower
Trunk line size Z .I - inch @ a fps I I
Return Pipe ''
- 1 Pipe size Z �Z Inch @ 10 fbs
PngineerofRecor 1St0,
` JUL 2 . I '2011
T. LUCI COUNTY
S
P,- BUILDIN DIVISION
ifs
' REVI WED
FOR CO CE
• REVIEWED BY
DATE
-• PLANS AND PERM
MUST BE KEPT ON JOB OR
NO414SPECTION WILL BE MADE
' 1
0
TdSIRPFuIII
EcoSturYef_ iR61_ °`Pumps [�
IW Ila — I —
m — — y— — — v — 100
o — — — — m — ro � � � go_ —
I
1e 70 _
e
Vim_
-r I_ 1.__ a
30
IQ r
e
10 — —
a
0 00 10 fl 10 e W E0 70 Im 110 IN n0 Iq 1W I10 IA InIw 100 II
Ilerl7�wl
."jag rw lm
YE11
19
e.SP071nfEUM IPa•71 a,IMI*2 EP11 pon II P.SMICIR R.vaudE a1PIMERP7}SOe
e.1P1[ISIEEIIM Spee 0.S%a0E[
•.Ilha. °Rae naiad Hiah PedormRnee Pumps '"V.A7 I
Rn•
0
erltuo wireless, macon
s ,� . Hydraulics
I PUMP PERFORMANCE CURVES
Below are the Performance Curves for Hayward In -Ground Pumps in Flow (measured in Gallons
(measured in Feet of Water). See "Pump Sizing" on p. 2g for tips to properly size pumps for both
YUtSU"— Y, I
and Total Dynamic Hood
istinn installations:
wewlapwl
vuldamn.lre
YEN GSIe0M17
61/7SaRPli LOIIOePM
1.1000�&WORPe1
M
e
1
it
P
hI' I 0 7p a r .. — .-
I
1 YfC CIPSmY1P 65Nn9R0 LSP/ria97
I I AIPR11111i3[PMSPn01 Fua710.[ISSnM3PS•rl r,fplllWl aPC»IP73r
�-0.SpwllPaw0arSPM01 0.3P77RIY7
'i
ii
1
I 1'
'0 10 7o So 10
."'Wdwnl.Irm
Pumps
Peltslnlesae Pumps
0 IS 100
rlowlape9
0.34701e[PpLSn013%IO/Y I
1. SpewSfY7:In0YRw:SP>D1n1YY
-Open Area = 38.79in'
-Flow Rate Verified May2011 to CPSC Test Protocol
•1APMO Listed Flow Rates:
Tor2.5"plumbing using two outer ports=
308GPM (Floor) & 212GPM (Wall)
s:wFor2.5" plumbing using center port only=
200GPM (Floor) & 168GPM (Wall)
•Fort"plumbing using two outerports=
268GPM (Floor) & 192GPM (Wall)
-For 2-plumbing using center port only =
784GPM (Floor) & 176GPM (Wall)
1)25506-320-900
Sump Body Assembly
2) 25520-050-020
2"NPrPlug
3) 25506-320-030
Debris Guard
4) 25506-320-800
32" Cover, White
25506-321-80C
32" Cover, Gray
25506-324-80
32" Cover, Black
25506-327-80
32" Cover, Dark Gray
25506-329-86c
32"Cover, Tan
5) 61008-042-022I
Screw
Part Numbers:
25506-320-000
32"ChanneLDrainw/Sump, White
'r
25506-321-000
32" Channel Drainw/Sump, Gray
25506-324-000
32"Channel Drain w/Sump, Black
12 4—"49
25506-327-000
32" Channel Drain w/Sump, Dark Gray'
Drain w/Sump, Tan
r -t
)
U
25506-329-00032"Channel
32" Channel Drain w/Sump, Light Blue
_ t
25506-359-000
25506-369-000
32" Channel Drain w/Sump, Dark Blue
I
25506-320-100
32"Channel Drain w/Frame, White
y ,
-)
25506-321-100
32" Channel Drain w/Frame, Gray
y I
25506-324-100
.32" Channel Drain w/Frame, Black .
25506-327-100
32"Channel-Drain w/Frame, Dark Gray
25506-329-100
32" Channel Drain w/Frame, Tan
........... .
25506-359-100
32" channel Drainw/Frame, Light Blue
1) 25506-320-11 Frame
25506-369-100
32"Channel Drain w/Frame, Dark Blue
2) 25506-32042p Frame Support
3) 25506-320-0232" Cover
4) 61008-042-02 Screw
Custom Molded
Products, Inc.
Il
Toll Free: 800.733.9060 or visit
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pn 99rt . m.,
�+ Contact us for details about ourcompletelin2otpool,spa&whirlpool bat components!!.
ILllm
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EX15nn1G
POOL Ea P
LINE
E
EIE 03 O 12' O.C/DW FOR DEPOT TO e'
#3 O 6- O.C/6W FOR D" W-6'
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AUG 2 6 2015
SWIMMING POOL PLAN
SCALE:
p WATER LEVEL
0 6' MIN.
18" 1
. 1a"
10"
18" .
SPECII'1 ' , LTIONS:
�C1o,L. CIR11tol
I. THESE ENGINEERING PLANS COMPLY WITH C2o1 C. 424.2 PRIVATE SWIMMING POOL
FBC20048EC.424.2.EENG[NEERINGDESIGN,CONS' CION AND WORKMANSHIP ANSVNSPI4-92&NSPI-5.
ANSI/APSP-15
2. GUN[TE/ SHOTCRETB /CONCRETE TO ATTAIN 3000 PSI Q 28 DAYS.
3, RB-STEEL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, PLACED TO ACI STANDARDS.
4. PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS & FBC 424.2.3, 2.13.2
PURPLE PRIMER APPLIED P RIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21
WATER PLUMBING PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 424.2.12:1.
5. ALL RE -STEEL, LITTS, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680./Zol1
6. SOIL STATEMEMENT: SWIMMING POOL / SPA / PATIO TO BEAR ON-UFDISTURBED CLEAN SOIL / SAND W / 2000 ' + IIN.O
7. POOL / SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. > CV
HOUSE SAFETY BARRIER TO BE "THE BABY" FENCE OR ALARM SYSTEM PER CODE (BY OTHERS).
La
8. POOL / SPA HEATER INSTALLAT ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE CONT904 TOC7
LIMIT WATER TEMPERATURE TO.5 104 0 F. FBC. SEC. 424.2.14.4. ,o
9. ALL GAS PAPING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELECTIRCAL TO NEC. # 680.120t 1 �p
10. AFTER COMPLETION, THEPOOL/SPA MUST NEVER BE DRAINED BY THE HOME OWNER FOR ANY REASON WHAT-So-
EVER.A LICENSED POOL CONTRACTOR MUST BECONSULTED TO ACCOMPLISH THIS. HYDRO STATIC RELIEF VALVE IS
USED AT ENGINEER'S DISCRETION ONLY. BACK FLOW PREVENTER ON WATER SERVICE(WPB ONLY
11. THE POOL / SPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELEANINATE STRAIN ON PIPING.
12. TYPE'O' POOL WALLS VERTICAL WITHIN I10, DRAINAGE POOL / PATIO TO GRASS (PBC).
0. ELSID ENGINEERING ASSUMES NO REspoNSLBILITY FOR POOL CONSTRUCTION IN EASEMENTS, OR REQUIRED SETBACK .
AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DRAENSIONS IN FIELD WITH HOUSE AND LOT LINES PRIOR TO
CONSTRUCTION, ADDITIONALLY, UNDER AND OVER GROUND UTTLTTIFS AT SITE. WATER EDGE SHALL BE 10' MIN. (HORIZONTAL)
FROM OVER HEAD ELECTRIC LINES.
14. THIS ENGINEERING PLAN REMAINS THE SOLE PROPERTY OF EL -SID ENGINEERING AND IS NON -TRANSFERRABLE TO
ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER
15. WARRANTY: THIS ENGINEER WARRENTS THE SERVICES PERFORMEDBY EL SID ENGINEERING ARE CONDUCTED IN A
MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED BY MEMBERS OF THIS PROFESSION '
CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER WARRANTIES EXPRESSED OR IMPLEED ARE MADE.
POOL DATA & EQUIPMENT & CRITERIA: v
-. POOL DIMENSIONS ',/ 2`5' AREA I'J U. PERIMETER '
DEPTH VARIATION i'II�:.d''� VOLUME Zi J f%U GALLONS '
SPADIMENSIONS RAISED - W/ JA
GLASS BLOCK/ MARBLE w SPILLWAY/ 75W-12V LTTE ,ram`
POOL/ SPA PUMP IP HI . W 2-5PM FILTER i-1If W C- I I v o
PUMP 2 EP 1_ZON� GPM Qa 50' TDH TURNOVER RATE Z HRS.
: DIE EQI 19012 EM, DAFETV LTl'HS 2 L[D WATTS HEATER BTU FUEL
1 'OPDONc M ITT B PROVIOm: .. .l c
r BE ISOLATED FROM ACCESS TO A �D�' lD /SWIM **-IN 1 E 7
CLOSURE THAT MEETS THE POOL INTERIOR STANDARD tv1ARC1TE DIAMOND HRTl'E /GEM COAT 5-COLOR
IFMENTS OF 424.4.17 OF THE FLORIDA
SLIDE- DIVING BOARD AUTO -VAC CLEANER INLINE CL2
r BE EQUIPPED WITH AN APPROVED SHEAR DESCENT WATERFALL LIONS BEAD/ROSETTE 2-D♦;C1C +F>UOEI.�L)5)
AVER. r
WINDOWS PROVIDING DIRECT PATIO OD 0* MATERIAL L�''NC���W /DOD
THE HOME TO THE POOL MUST BE
AN DOT ALARM THAT HAS A SCREEN ENCLOSURE FENCE
I PJiESSURE RATING OF 85db A AT 10 ALARMSNDING \
FROM THE
IBM MUST EBE EQUI
CT P
PED PPPED WITH A SELF -
LATCHING DEVICE WITH A RELEASE n •�
OW NO LOWER THAN 54 INCHES i G 1 ry , Mn(; C-TAUG 2 6 2013
Gil)
)ING GRID
TYP. -1 12!
187 signed June 19, 2007
I l b b 0(
RECEII'.^D OCT 2 7 2015
LOT 16
RAMIE COURT
50' PUBLIC R1W
18' PAVEMENT
R=50.00'
0=57"17'45"
L=50.00',
LOT 17
b
'Y
O]
0.8 W Pi 10.2'
\. B
G Z a
1 i' q II. m
CARPORT
\ p2•
28.6' CONC.
10.0, G MIA 10.2,
•Op �?
D
y w
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OCK
v n
18.6'
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47.
25.5,
11.7
POOL DECK
DRIVE
FORMBOARDS
ELEV.= 12.65 :
11.4
o
33.8'
a�
J.
90.0'
BENPAINTE: HMARKe
On
3
000Ct
\fl
N�
g,PS
ELEV.= 11.78 N.A.V.D. 88
0
x
9.5
LOT 18
DESCRIPTION:
LOT 17. BLOCK 22, RIVER PARK UNIT 3,
'
ACCORDING TO THE PLAT THEROF AS RECORDED IN
CERTIFIED TO:
PLAT BOOK 10, PAGES 80, PUBLIC RECORDS OF '
St. UCH
f
GEORGE DIXON
ST. LUCIE COUNTY, FLORIDA
D
1C1----Ot�.
SURVEYOR'S NOTES: '
` US�ve
E DIXON
2. THE LANDS E SHOWN Y IS RHE EON WERENOT EPARED FOR: GOABSSTRATED FOR EASEMENTS AND/OR RIGHTS-OF-Wm7X„Y-A'
OF RECORD.
VVVLLL CCC///I N,Q/`1,
F'l
hII7✓jc,(
3. VISIBLE ENCROACHMENTS ARE AS SHOWN
J
4. ELEVATIONS SHOWN HEREON ARE ASSUMED DATUM.
5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY
THAT MAY RE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
6. THIS SKETCH IS THE PROPERTY OF TERRY L. MACDEVITT AND SHALL NOT BE
REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF TERRY L. MACDEVITT
IN WRITING.
7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 17. '
WHICH BEARS S.57-34'44"E. ALL BEARINGS ARE RELATIVE THERETO.
6. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE
NOTED.
9. CITY WATER AND SEWER IS AVAILABLE
10. LANDS SHOWN HEREON LIE WITHIN ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP
PANEL NO. 12111CO200 J. DATED FE13RUARY 16. 2012
11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE PLAN INFORMATION PRIOR TO CONSTRUCTION
TERRY L. MACDEVITT
PROFESSIONAL
LAND SURVEYOR
MABDVG ADDRESS. 1810 S.W. CYCLE STREET
POET ST. LUCIE, TZORIDA 34955
VOICE (772)-528-7182
REVISIONS NOT VALID iHTHOUT THE SIGNATURE
DESCRIPTION DATE BY AND THE ORIGINAL RAISED SEAL OF A
FLORLUA LICENSED SURVEYOR AND MAPPER.
POOL TIE IN 10/07/16 ALM (�
DECK TTS IN 10/27/15 MJM ' r
M AI 05 30 15
na PIGS
TLM 05 29 15 TERRY I. MACDEPIn
' ar PROFESSIONAL SURVEYOR & MAPPER
15-039 1 1 FLORIDA LICENSE No. 4557
PLLW ReMt] T�},m{LLy�ay.va].�a.a 6AVffi] ]duu w [m
4 j�D'OS-o���
POOL U/C
ELEV.= 12.80
LOT 17
POOL TIE IN
LOT 16
RAMIE COURT III
50' PUBLIC R/W
18' PAVEMENT
R=50.00'
ys.a' 0=570171451, 1 IY
L=50.00'
i.
o ie
N
U ti. COV.
CARPORT
n \
r R m azzss
o
E. \
e
N
y 47. '
z5.a' 1`.7
CONC.
DRIVE
DESCRIPTION:
LOT 17, BLOCK 22, RIVER PARK UNIT 3,
ACCORDING TO THE PLAT THEROF AS RECORDED IN
PLAT BOOK 10, PAGES 80, PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA
SURVEYOR'S NOTES:
1. THIS SURVEY IS PREPARED FOR: GBORGE DIXON
2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS —OP —WAY
OF RECORD.
3. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. ELEVATIONS SHOWN HEREON ARE ASSUMED DATUM.
5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
6. THIS SKETCH IS THE PROPERTY OF TERRY L MACDEVITT AND SHALL NOT BE
REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF TERRY L MACDEVITT
IN WRITING.
7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 17.
WHICH BEARS S.57'34'44"E. ALL BEARINGS ARE RELATIVE THERETO.
8. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE
NOTED.
9. CITY WATER AND SEWER IS AVAILABLE
10. LANDS SHOWN HEREON LIE WITHIN ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP
PANEL NO. 12IIlCO2aO J. DATED FEBRUARY 16. 2012
11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE PLAN INFORMATION PRIOR TO CONSTRUCTION
TERRY L. MACDEVITT
PROFESSIONAL
LAND SURVEYOR
MARLING ADDRESS: 1810 S.W. CYCLE STREET
PORT ST. LUCIE, FLORIDA 34953
VOICE (772)-528-7192
88
5t. L � cle 14. FL
Data
proven
rri�5ln� {�0C) ede
LOT 18
CERTIFIED TO:
GEORGE DIXON
RECEIVE®
OCT 2 2 2015
1l�L' V1011J1VID NOT VALID WITHOUT THE SIGNATURE
DESCRIPTION DATE BY AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
POOL TIE IN 1 10/07/15 MJM
i MJM 1 051301151
AM Boom PAM
-- TLM — _.05 2
15-039 1 '101 1
TERRY L. MACDEVITT
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE No. 4557
77,
BOUNDARY SURVEY
LOT 16
RAMIE
60, PUl
10' PA
I
• R-50.00'
0=5T17'45"
.I_60,00' _�
rri
LINI a
PgS
8A
N
1R '
I 0 17 '�'0• I
pp1 7 x cDNc
-
h• � lii'i $_ I
I
I y
1
ran vaRr
km
LOT LO
DE N:
LOT I$b 22, RIVER PARK UNIT 3,`e'-
ACC THE PLAT TRERRF.A.,S, RECORDED IN
... _ _,..
PLAT DIJON 10, PAGES 00, PUBLIC RECORDS OF
CERTIFIED TO:
ST. LUCIE COUNTY, )FLORIDA
GEORGE DDION
s
I
���OR'3 NO'77s'3•
' '
A- THIS SURVEY 19 PREPARED FOR: GEORGE DIXON
8. THE LANDS SHOWN H.B.B60N WERE NOT ABSTRACTED FOR BA6ENENT6 AND/OR RIGHTS -OF -WAY
OF RECORD.
T. VXSJ91C ENCROACHNBNTS ARE AS SHORN.
A• UPATIONS CROWN HEREON ARE ASEUHED DATUAI.
°..NOTICE: THERE NAY RB ADDIT/ONAL RLSiRIC![ONS THAT ARE NOT ACCORDED ON THIS SURVEY
'
THAT MAY BE FOUND IN T1RZ PUBLIC RECOAUH.Or THIS COUNTY.
'
0. THIS SIIETCH 1$ THE PROPSRTY OF TERRY L MIILIEVTR AND .SMALL NOT BE
REPRODUCED III WHOLE OR PART WITHOUT THE PERMISSION OF TERRY L NACDEVHT
'
N WRITING.
T. BRARINGS SHOWN HEREON ARE DATED ON THE NORTH LINK OF LOT IT.
MUCH ONARS S.OTSA'µ'E. Alb BEARINGS ARE. RRHTTYB THERETO.
O, BOUNDARY DUIENSIONS SHOWN ARE PER PLAT AND FIELD NUMM38M
'
i
NOTED. VNLESS OTHERWISE
V• CITY WATER AND HEWER L1 AVAEARIAS
10• LANDS SHOWN HURON LAR WITHIN ZONE 'X" ACCORDING TO THE FLOOD INSURANCE RATE NAP
PANEL NO. IEAIIC'O280 T. DATED FEBRUARY 16. Solo
s'
i
LL. CONTRACTOR 19 RESPONSIBLE FOR VERIFYING ALL SHE PLAN IN➢ORNATION PRIOR TO CORSTINCTION
REVISIONS
P;OT• VALM WffJYGUT NINE;
SIGNATIlRPJ
DESCRIPTTON
DAIS
BY
AND 7M OMQZNAL RAISE
FLORm IdCRIVSSD SURVEYOR
SEAM OF A
W0 MAPPER,
TERRY L. MACDEVITT
PROFESSIONAL
LAND SURVEYOR
.
NAM= ABDRESM logo S.W. C= STREET
mR•Rm
mjm
qrt
05 '90 15
L
�
PORT Sr. LVCM ==A 3I0 3
Tom
(PFS)-ma-Pins
TT�
OS 2
i8011 L rec0
16—D39
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+
DWA mNA u xR
Its PEN
1JIN, SETOACK REQ,
FRONt2
SIDES
OR SIDES 7p
PEAR l�
ZNG.j?5-Q —
TECH. I—Ja, R I1nI It-
4o1
WATER LINE
UNDIS URGED OR COMPACTED
SOIL TO BOX PROCTOR 8" MIN.
CUNRE/SHOTCRETE
OR 8"-8"CONCRETE
3000 PS)
POOL SECTION
1 4' CONCRETE
1. I wfARCffE a" . ..
CANTI—LEVER COPING '
CONCRETE
khL VER-POUR MALL Sf
Pooh CGL\)lP
!3 O le O.C/SW FOR DEPTHTO 8'�
3 0 8" O.C/BW FOR DEPTH S--8-
-2$'T
4" CONCRETE
5 B" OR BETTER PLYWOOD
S WING 2•x 4"x 8' ® 2' O.C.
zo
Z'-T
SHORING . DETAIL'
N.T.S.
0
2500 PSI CONCRETE W/6-x
L M 10/10 STEEL WIRE MESH
FIBER MESH, (11b/'YD.' )
T o�
J 8..
FOOTER.. DETIAII
HII
coNcRF
. -- .�.�.�' v'^�. .—• rvi'—,'-•...ram.-..._�.f.�.�..:.. ��_
SWI MING POOL PLAN
6r SCALE:
MINIMUM I-
CUNRE
WATER LEVEL 1B"
R)RIEX .
10"
5 MIN.
,$
UNION .18"
36"
4" CONCRETE 1 B" C./BW2"
PROTECTIVE
MUD WORK 2- " I -VORTEX M.D.
S. MIN. 1
1'IN./Z/ -2"
-M
COVER EX RIPE SPA X-SEA_.. I I
FLUSH WITH
BULLNOSE TILE
PAVERS
T-p RED IT CONT. ' ex 8"x le U,-BLOCK .
j , OR PRECAST UNTEL FIM SOLID
6" 1BTI CONCRETE 30D0 PSI O 28 OATS
OR
3-#3 REBAR UNDISTRUBED SOIL
B"
I r
m )
_ 1 0,z®W/Rw(TYP
I — /3 ROAR Im
P,4' W/O. (E,P.) UN915M BEo
I _ (NO ExC TcNs)
SWIM IN BENCH DETAIL SWIM. OUT BENCH DETAIL
SHOTCRETE WALLS 81D KOVNE , p.E: #16666
FOR POOLS @/OR SPkS
SWI �MING POOL JUL z 120111,
PLAN FOR
p �oN
�01 RAMIE C -
. PS�II,iL
EL-SID ENGINEERING
#EB-000683
139 ISLE VERDE WAY
PALM BEA H GARDENS, FL 33418
For 5 H lllr-P, P()OUS
DRAWN BSHEET-1 OF 3
T"ll Arn.
PIPING SCHEMATIC NTS
TORS
H/W VAC LOCK #W400
FBC 2010 SEC 424.2.6.6.2
k ANSI/ASME A112.19.BM
WP GR 10• TO
20' FROM WATER\
TOO WATT UGHT
vw WATER CUT
DEVICE
3 46" MIN.
TO
& VAC
MANUAL STARTER SWITCH (TY'P)
—,,�Tc APUMP MOTOR
0
2Z RMRW
I
To (kIOL
2;151CIMMER MID
P-�
POOL SP
MptZee� PIPE SIZE FLOW (ft/sec) PIPE SI FLOW (ft/sec)
FLOW THRU 9>-V +A MD GRATES.
PIPE FLOW MAIN DRAIN V2 ° Is
—_ $
SKIMMER _ '� �e2
.
RETURN TO POOL/ SPA LI2�1_.-.., _ 7,_$. 10 ,.
ASSUMPTIONS: POOL FLOW 67%MD 33%SKIMMER SP FLOW 100%MD
POOL RETURN 22FROM PUMP, IL/� FROM ME
PIPING DIAGRAM PUMP, 7AME FIUER
TANK MOUNT k HEATER 1 3/4"K 3/16" TAP CON.
N.T.S. OR EQUIVALENT ANCHOR
I
APPROVED SWIMMING POOL SPA AND WADING POOL, REINFORCED CONC. SLAB
COMPLAINT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE OR CONC. PAVERS
MINI UM .i , • �•
MINMUM ASH 6M19B7 LISTED ORATE MTN'
(TV) MA N GRAIN SUMPS (TYP. 2 P CB)
® 2t" 2yi POOL EQUIPMENT ANCHOR DETAIL
. " NUTS& '
REEL • TEMED IN COMPLIANCE'MTH FLOR A BUILDING
CODE 424-LB-0 SUCTION ENTRAPM T AUADEPHERIC
VENT TEST. PROTOCOL '
��``` • THE MAMMUM VACUUM' M711 ONE MP PLVCOED
AND A BODY ENTRAPMENT ON THE OTHER DUMP
NEVER EXCEEDS 46 INCHES OF MEERpCURY. THE
ENTRAPMENT RELEASE IN LESS TH IN WEE (3) SECONDS
All SU=ON PIPING TO Be r
PIPING • 'MAMMON SUCTION PIPE VELOCHY X.(G) FEET PER SECOND.
2" s0 — -'----
MAIN DRAIN DETAIL
PUMP N
1" CONDUIT 4" MIN.
1 010 I
2#5 GROUND J
e' LIN. V-12V,TRANS
POOL DECK 3 / 12 IN 1/2" COND�
1" NON-OORROSNE IN*POOL AREA GROUND
CONDUIT ALL BOK6, RAILS, LIGHT,
100 WATT LICHf' MOTOR, 47.'L W/ /6 MRE
W LOW WATER CUT -
0 DEVICE HIM
ALL ELEOTRICAL
NTS W1GRALL
N.
ELECTRICAL DIAGRAMCONFORM
W/ N.C. FARLOR 680
6 GROUND MRE I I
CLAMP
LIGHT NICHE DETAIL
N.T.S.
EL-SID ENGINEERING
#EB-0006831
139 ISLE VE RDE WAY
PALM BEA C LF GARDENS, FL 33418
For
N
R, E:. #16668
WIN
JUL, 2 12015
APSP --15
!
.MIM�1 +►_ M FLoW -6r fo NR
1VRNOVER 20 GPM a LOW RRMY
_MINIfYjl1N1_,�ILTEa _(�REA�
I CRRTRIDGF- IIp
0--.SAND F4< i
....-.....F <
I HLTER PUMP GORVE
SPECIFICATIONS:
01
L THESE ENGINEERING PLANS COMPLY WITH PC201% EC.�424 2 PRn
FBC 201QSEC. 424.2.6 ENGINEERING DESIGN, CONSTRUCTION AND V
2. GUNITE/ SHOTCRETE / CONCRETE TO ATTAIN 3000 PSI Qa 28 DAYS.
3. RE-STEBL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS, P
4. PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM TO I
PURPLE PRIMER APPLIED P RIOR TO ALL GLUE JOINTS FBC PLUMBI
WATER PLUMBING PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESS
5. ALL RESTERL, LITES, LADDERS & HANDRAILS BONDED W / 48 GROI
6. SOILSI'ATEMEMENT: SWIMMING POOL / SPA / PATIO TO BEAR ONA
7. POOL / SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WTI
HOUSE SAFETY BARRIER TO BE "THE BABY" FENCE OR ALARM SYS'
S. POOL / SPA BEATER INSTALLAT ION TO FBC. 2.14.1 HEATER TO HAM
LIMIT WATER TEMPERATURE TO < 104 " F. FBC. W. 424.2.14.4.
9. ALL GAS PAPING TO FBC. FUEL GAS SEC. 24.2.25 / ALL ELEC 1RCAL T
10. AFTER COMPLETION, THE. POOL/.SPA MUST NEVER BEDRAINEDBY
EVER. A LICENSED POOL CONTRACTOR MUST BE CONSULTED TO Al
USED AT ENGINEER'S DISCRETION ONLY. BACK FLOW PREVENTER
11. THE POOL / SPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIA
12. TYPE 'O' POOL WALLS VERTICAL WITHIN I °, DRAINAGE POOL / PA'
13. ELSID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CON
AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DIME
CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND UTILI
FROM OVER HEAD ELECTRIC LINES.
14. THIS ENGINEERING PLAN REMAINS THE SOLE PROPERTY OF EL -SID
ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER.
15. WARRANTY; THIS ENGINEER WARRENTS THE SERVICES PERFORMS[
MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDI
CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER
41W 2W 2 SPED SP 3015X 2.0 A?;
NOTES ONE BF THE FOLONING POOL cAFFTY
MUST BE
L MUST BE ISOLATED
i. THE POOL MUST BE ISOLATED FROM ACCESS TO A
ACCESS T
`
HOME BY AN SE THAT MEETS THE POOL
y�
UIILDING REQUIREMENTSRIER
BUCODE2 OF 424.17 OF THE FLORIDA
.lam
2 THE POOL MUST BE EQUIPPED WITH AN APPROVED
SAFETY POOL COVER.
d ALL GOONS AND DIRECT
I(i$✓
E HOME
ACCESS FROM THE HOME TO THE POOL MUST BE
TO TH PO
EQUIPPED WITH AN E)OT ALARM 7G HAS A
MINIMUM SOUND PRESSURE RATING OF 85dE A AT 10
O
t�.
FEET OR;
4. ALL DOORS PROVIDING DIRECT ACCESS FROM THE
HOME TO THE POOL MUST BE EQUIPPED WITH A SEIP-
CLOSING, SELF -LATCHING DEVICE VAIN A RELEASE
MECHANISM PLACED NO LOWER THAN 64 INCHES
ABOVE THE FLOOR
EQUIPOTENTIAL BONDING GRID
NEC 680.26 (c) 2008
Alternative Method per
FL Senate Bill SR 2836
Executive Order 2007-187 signed June 19, 2007
FOC 107.2.1
Single #8 AWG bare solid copper wire
around entire perimeter of pool and
conneted to pool re -steel in 4-equally
spaced places from #8 solid insulated
tails and connected w/approved
mechanical fasteners i.e., split bolt,
bronze pipe clamp (w/bronze screws)
POOL DAT�1A &
unucinnlc 1(nTX / T I
DEPTH VARIATION 512- "/ 100ti
SPA DIMENSIONS
GLASS BLOCK /MARBLE SPILLWAY %75W
POOL/SPA PUMP_ 21-F RI VI/ I-%
Q 50' TDH
INTERIOR STANDARD MARCTTE DIM
SLIDE DIVING BOARD AUTO
SHEAR DESCENT WATER FALL
4•
Grade I
for paver or concrete deck
EQUIPOTENTIAL BONDING
!' #8 solid ground wire shall be positioned 4" to 6"
Into subgrade material of decking adjacent to
Pool structure. This #8 wire shall be bonded to
Pool structure rebar in 4 equally spaced points
Where decking exist. This #8 wire shall be placed
18" to 24" in proximity to pool structural wall. :.
I
12"
91MOITNE7
EL-SID ENG
#EB-0006831
139ISLE VE,
PALM BEAC
For
IG POOL
ANSI/NSPI 4-92 & NSPI-5.
AN51/AF5F-15
LCED TO ACI STANDARDS. .
F STANDARDS & FBC 424.2.3, 2.13.2
SEC. 6.05.21
RE) SEC. 424.2.12;1.
D WIRE TO NEC. # 680.
)ISTURBED CLEAN SOIL / SAND W / 2000 PSP MIN.
SELF -CLOSING GATES.
M PER CODE (BY OTHERS).
THERMOSTAT AND HIGH PRESSURE CONTROL TO
I NEC. #680
[HE HOME OWNER FOR ANY REASON WHAT -SO-
-OMPLISHTHIS. HYDRO STATIC RELIEF VALVE IS IN WATER SERVICE (WPB ONLY
PAD SO AS TO ELIMNINATB STRAIN ON PIPING.
O TO GRASS (PBC).
[AUCTION IN EASEMENTS, OR REQUIRED SETBACK
SIGNS IN FIELD WITH HOUSE AND LOT LINES PRIOR TO
IFS AT SITE. WATER EDGE SHALL BE 10' MIN. (HORIZONTAL)
4GINEERING AND IS NON -TRANSFERRABLE TO
Y EL SID ENGNEERING ARE CONDUCTED IN A
,RIDY EXERCISED BY MEMBERS OF THIS PROFESSION
ARRANTIES EXPRESSED OR IMPLIED ARE MADE.
MENT & CRITERIA:
A 3�. PERIMETER��
,UME I 4Oo GALLONS
AMSEDL W / JACUZZI JETS
(ER 41 W C- I ioo
TURNOVER RATE 2 HRS.
—' BTII FUEL
M QW-INYE5
ND BRITE / GEM COAT Y ES COLOR
AC CLEANER INLINE CL2. -
air,
HANDRAIL &
STEPS (240-SQ.1N. MlN )
N.T.S.
19
W WAY L
GARDENS, FL 33418
.E.. #1666B I
JUL 2 12015