HomeMy WebLinkAboutOSTDS NEWr
UANNED
IV
STATE OF FLORIDA.
DEPARTMENT' OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM,
CONSTRUCTION PERMIT FOR:
APPLICANT: (Standard Pa
PROPERTY ADDRESS: 302
LOT: 44 BLOCK:
PROPERTY ID #: 4425-703=0(
. rL 3406
PERMIT #:56-SF-1797849
APPLICATION #:AP1312383
DATE PAID.
FEE PAID:
RECEIPT #: .
DOCUMENT. # : P.R1079836
Riverbend
[SEC.T,ION,. TOWNSHIP,, RANGE, PARCEL NUMBER].
(OR.TAX ID NUMBER]
SYSTEM MUST BE. CONSTRUCTED IN ACCORDANCE WITH. SPECIFICATIONS AND STANDARDS OF SECTION
.t.381.0065, F:S., AND CHAPTER 64E-6, F'A..G. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
SATISFACTORY' PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME.. ANY CHANGE IN MATERIAL FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE IOF THIS 'PERMIT, :REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID,
1
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE; OR LOCAL PEP44ITTINO REQUIRED FOR DEVEL6PMENT OF THIS PROPERTY.
SYSTEM DESIGN. AND SPECIFICATIONS
T [ 1,350 ]. GALLONS' / GPD Sectic new. CAPACITY
A [ ] GALLONS. / .GPD NIA CAPACITY
N [ ]GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK':125.0 GALLONS]
K [ ] GALLONS 'DOSING TANK.CAPACITY I [ ]GALLONS @[ ].DOSES PER 24.HRS #)Pumps [ ]
D ( 650 ] SQUARE FEET Dra
R [ ] SQUARE FEET
A TYPE SYSTEM: [ ] STANDARD.
I CONFIGURATION: [X] TRENCH
N
F LOCATION OF BENCHMARK. PCP flail 1
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINrtELD TO 'BE
L
D ;FILL REOUIRED: f 22.001 'SNCHES
ield new. I SYSTEM
WA I SYSTEM
[ ] FILLED [X] MOUND [. ]
I ] BE I. [ ]
;urb North of road North of. system .elev. 7.39
[ 10A0 ]. [ INCHES FT ] [ABOVE 'BELOW.]BENCHMARK/REFERENCE POINT
( 114.00 ] I .INCHES FT. ] I ABOVE . BELOW ] BENCHMARK/REFERENCE POINT
The system is sized for 4 bedrooms with a maxi mu 'occupancy of 8 persons _(2 per bedroom), for a total estimated flow of
400 gpd.
T Performing Lift Dosing'.
H Pumps must be certified as suitable. for distributing.jewage effluent:.
The licensed. contractor installing the system is, responsible. for installing the mi fItE. tanCOPY
E s. 6.4E-6.013(3)(f), FAC,
R I
SPECIFICATIONS BYi Brian Davis
APPROVED BY:
Brian J Zngram
DATE ISSUED.: 10/24/2017
DR 4016,, 08/09 (Obsoletes all previous
Incorporated: 64E-.6.003, PAC
v S.1.A
,TITLE; Master Septic Tank Contractor
Enviromnental Specialist II St. Lucie CHD
EXPIRATION DATE:` 04)24%2019
which may not be used)'
AP1311303 SE1051277 .
Page 1 of 3
A party whose substantial interest is a
administrative hearing pursuant to sections 1<'
proceedings are. governed by Rule 28-106, FI1
administrative hearing must be in writing and. i
Department, within twenty-one (21).days from
Agency Clerk is 4052 Said Cypress Way, BIN
Clerk's, facsimile .number is. 850-413=8743,.
Mediation is not available -as an 81tern1
Your failure to submit a petition for.hdf
constitute a waiver of your right to an admiriisii
order'.
Should. this order become a final Ord
to: judicial review pursuant to Section 120.6E
governed by. the Florida Rules of Appellate I
by fling one copy of a Notice. of 'Appeal with:
second copy, accompanied by the fling fee;
appropriatO District Court. The notice must, I
acted by .this order may petitions for an
.569 and.120.57, Florida Statutes. Such
ida Administrative Code; A petition for
ust be received by the Agency Clerk for the
ie receipt of this order. The address of the
42, Tallahassee, Florida 32399, The Agency
remedy:
within 21 days from receipt of this order will
3 hearing, and this order shalI become a'final
r, a party who is adversely affected by it- is, entitled
Florida Statutes. Review proceedings are
rocedure. Such proceedings may be,comnl6nced
he Agency Clerk ofahe Department of Health and a
required: by law, with. the Court of Appeal in the
e fled within, 30 days of rendition of the final order.
y St.. Lucie Co I my Health Department
5150 NW-Mi net Dr Port Saint Lucie, FL 34983
HEALTH
PAYING ON: PERMIT0 56-SF-179784
.RECEIVED FROM: The M'ilcor Group, Inc.
PAYMENT FORM:. CREDIT CARD
MAIL TO: (Standard Pacific Of Flo irda, GP Ihe)
FACILITY NAME:
PROPERTY LOCATION:
3027 NW Radcliffe Way
Palm.City., FL:34990
Lot: 44
Property ID:
4425-703-0049=000-0
EXPLANATION or
128 - OSTDS Construction System Inspection R
-1 - Surcharge (All)
-1. - OSTDS New Permit Surcharge
-1 OSTDS Construction Application and Plan F
126 - OSTDS Construction Permit (New or Mod,
127-'OSTDS Construction System Inspection
133 - OSTDS Construction. Reinspection:
RECEIVED BY:
CONSTRUCTION APPLICATION #: A01312383
AMOUNT PAID: $ 400.00.
PAYMENT.DATE 10/24/2017
Block:
IPTION:
QUANTITY
FEE
,earch Fee
1
$
5.00
1
$
15.00
1
$
10.0.00
✓iew,New
1
$.
100.00
mendment)
1
$
55.00.
1
$,
75.00
1
$
50.00
AUDIT CONTROL NO..66-PID=3422038
0STATE
OF FLOATDA
DEPARTMENT OF HEALTH
OUSITE SEWAGE TRZATN
SY14TEX
...
APPLICATION FOR CONS?
APPLICATION- FOR-
['X-%] Nevi S.Vsteom I I Axist#ig Py.
I Repair
APPLICANT-, Standard Pac.ifib Ok...F1
AqpNTg The .MilCor.Group, Inc,
MAILING ADPRE-!$:. _10975 SE
vo, az -commktm -33Y APPLICANT, Ott APPLI
St A PERSON LICENSED PURSUANT TO 489..
APPLICANT'S -RESPONSIBILITY TO. . PROVIDE
PLATTED (MMIDDIVY) IFREQUZ$TING CONS
PROPERTY INFORMATION
LOT.- 44 BLOCK:
PROPERTY'ID #: 4405703-:0049-000-
PROPERTY 61*zE: A.74.
ACRES WATER
IS SEWER AVAILABLE AS. PER 381.6065i
PROPERTY ADDRE
SS: 3027.XW Raddli
PIRECT;QNS• TO PROiRERTY:East on Becl
Rd.. Then n03
AND DISPOSAL
'PERMIT
im [ ] Holding Tank
E I Temporary
ida. GP, Inc.
PERMIT -NO. 5-&_5F_ 141
DATE PAID'
FEE PAID.
1 3 Innovative
1 3
'TgLEPRONE.; 772-2238.5,50 -
4T.1 S, AUTHORI:ZED AGENT.. SYSTEMS. MUST BE CONSTRUCTED
(0) OR 489.552, FLORIDA,
I . DA, STATUTU-i, IT IS T111-
)CUMENTATIoN OF THE'DATE THE LOT WAS CREATED OR
:RATION OF:STATUTORY GRANDFATHER PROVISIONS,
RiVerbend PLATTED:' .Yes.
ZONING: PUD I./M OR :EQUXV Y'./ N I
PRIVATE, '-PUBLIC I 3<=2b00GPD .1 .1>:2000r3FD
Y te)] DISTANCE TO SEWER:, FT
Way, -8t, lacle. dminty, FL.
on Gilson Rd. for approximately -a mile.. Then
sass on.vw . � laaclizz way.
BUILDING. INFORMATION t X1 RESIDENT= -COMMERCIAL
Unit Type-j of No. 'elf Building Co=ercial /Ins ti tutional System Design
No Es I talAiaihmeint badrooL Area Sqf t Table 1, Chapter. 64E-G,. FAC..
Single Family
2
3
e%
4
tp-
.Flo E t D ins h (36pecifiq 0 S*
E1 DATE
.qIJ=ATUP
G7., C)
109 41 Whiah MOLS2
b'H 40iS , 10 (6baclates previous %
Wbe used)
Incorporated 64E,4. 0.01:, PAC Page: .1 of 4
STATE , or FLORIDA
z)ZPAR=NT OF HEALT.
ON6it I . -
E SEWAGE TREATMENT
SITE EVLUATTON .-AND
APPLICANT
LOT: BLOCK; A SUBDZVIS)
PROPERTY -ID #:
PERMIT #
OM. DXSPOSAL SYSTEN
EKS-RECIFICATIONS
AGENT z
Siection./Townsh*P/P8tc0l No. Ox Tax = N9 m 0rj
TO BE COMPUTED By wdnmkik, HEALTH PEAPAROM$T EMPLOYEE ;OR OTHER QUALIFIED PERSON . :ENGINEERS
MOOT` PROVIDE REGISTRATION: SiGN I Arb SEAL: EACH, PAGE OF SUBbOTTAL i COMPLETE ALL ITEMS.
-74( ACRES
PROPERTY SIZE cbNroms. To SITE PLAN,:.4 c 1 No NET
FLOW: GALLONS PER DAY 21
TOTAL ESTIMATED SEWAGE Fl OESIDE =�;�lj-=AR-TA.Btg
-"77EW3,725, . GALLONS`. PER DAY -11.50-0 (;PD/ACPJ;,,' 6 00 GPD
AUTHORIZED: SEWAGE, FLOW: T
QFT UNOBSTRUCTED AREA REQUIRED: -75- QF
UNOBSTRUCTED AREA:AVAILABI*..'
)w4 01
BENCHMAW/REFERENCE POINT LOCATION;
ELEVATION OF PROPOSED.,SYSTEM SITE IS. )p /pT] 13ELOWI BENCHMMK/MFERENCE . . . . . . . . . . . . . . .
J
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED
'DITCHZ�NED,M,`ROX FOLLOWING FEATURES
SURFACE WATER! THE PROPOSED SYSTEM TO THE /SWALES FZ NORWALLY WET? I. I YES E 1 90
WELLS: PMLIC:'.VT tnaTED USP-:1 FT PRIVATE FT. Now-POTAMM: FT
fT- AFT.
WATER LINES: T
FOUND 0; n PROPERTY LINES:
BUILDING .10:yb2�A FLOODING? YES t NO
SITE stmiECT. TO FREQUENT FLOODING:No F . T . MSL/NGVD.
ION' FOR SITE:. :XS.L/NWD SITE ELEVATION,
16 YEAR. FLOOD.- ELEVATION' FT
li-
-001L
.OBSERVED WATER. TAB LE. INCHES Lim,
ESTIMATED WET SRASON.irTER TABLE ELEVAb=
HIGH WATER TABLE VEGETATION; E T YES
SOIL TEXTURE/LOADING RATE Fq1t, S.TST.EM 8,121mr.,4
DRAINFI#M courxGumnox.- [.TpNqH, I E I
p
SITE EVALUATED BY:
DB:4015, di/69 (01igojq"a: previous bditior%s,
IL -
SOIL PROFILE, INFORMATION SITE 2
'.MUNSELL ff/COLOR TEXTURE.
DEPTH'
.7
IL
'14),..
TO
TO
5,-3 To
40 4-1pig
To
USDA. SOIL SEI 3ES1:1' 1v
C/A-
4 lgxI-sT.±N(; MWA. Typi- PERCHED
I g nw�
AP NT]
INCHES � {ABOVE EXI
piOTfiLING JA YES E 1 140 DEPTH: 2-6 INCHES
DEPTH'' Qv ikCAMATION
may :not be, ji.go;j) ihprpqmted-. 646-6.001, FAC Page. 3 of 714
Standard, Pacific of Florida:GP, Ind.
APPLICANT'S NAME:: 1 01 -
LEGAL
Riverbead (*PB Lot 44
I certify that there are no pgtable.prii
proposed septic system., that there are n!
for the proposed, septic, system,, that thei
bUildina. foundatiori, that there. are no. pi
I 5homes or businesses within I 00feet
Wells that serve more than 25 people or
the proposed septic. . system,. that -the wal
at. least 10 feet from the available area f
the line to be double sleeved, that there.
vacuum sewage: line in a public easemej
are no lakes,, streams,, wetlands, or surfa
proposed septic system unless the;prop.c'
proposed. on the side of the lot farthest�
systems and. surface water on. adjacent d
are shown on `the site plan, at all -publi
shown on the site. plan, and that the. .10c a
recorded easements, paved areas ordrib
filled areas drainage features, and. surfa
wetlands are :shown on the applicants ho
The natural grade elevation :in the
be shown on the site plan,. Please
system.
NOTE,- MUST BE CERTIFIED BY AFLORIDA
REGISTERED SURVEYOR OR ENGINI
docs/fo.nns/`septiq4/`Selitl6.Appppage201
te. wells within 751eet of the available area for the
non -potable wells within 50 feet,of the available area
are no wells within 25 feet of a pesticide=treated,
)lJc wells that serve legs than 25' people orless than
f the proposed septic systein that there are no lore than. l. 5homes or businesses within 20.0 feet of
r line from. the water meter or well tothe structure, is.
-the proposed septic system unless the plans Show
not a gravity sewer linejow pressure sewer, line or
or right.-ofwway that abuts the property, that there
water within 75.feet of the available area. f6r the
,y was created prior to 1972,.that. the septic, system is
jm surface water, that all private wells, septic
contiguous land within 75 feet of the applicant's lot
wells, within 200 feet of the applicant's lot are
on of building or residences., swimming imming pools-,
ways, sidewalks, the general slope of the property,
waters c su
.. h. as. lakes, porids, streams, canals or
of, the proposed septic system and the benchmark must
,e the benchmark withi.n.200 feet of the proposed septic
CERTIFIED 84K-
FLORIDA PROF
.DATE. JOB. NO.
REPIZ
TIVE AUTHORIZATION
bend Stob.diVisign:
Please - be AdYised that the undersigildd has authorized the following pqrs6n.(s) to. Act on
their behalf in seeking approval for the, above referenped application:
M . dlissa G C I.bett"*
P E
The. Milcor.G itp,Inc.
6526 South. Kanrid 1-119h.way #236
Stuart, Florid�,34997
(7.72) 223_89�,O
Witness:.,
,t Name
41c-fe 6AP�,
Prifit .*Nai*n* Q
ACKNOWLEDGEMENT
4, 'r
STATE OF R.
COUNT OF COUNTY . Y
The foregoing vvas adlcnov:l
20 b
_Y
-known -tome % or has pro
identification.
B
trit this day of
4tidKI is personally
as
Notary Stamp Notary .Public
SIVA14 sLJAOHAR
gy oc)mhAj§s!ON #FF007026
EXPIRES ; ,April 10, 2017
October 23,-2QI7
Via- Hand Delivery
Melanie Vance
St.. Lucie County Health
h Da' ep
3855 :South. US. Highway .#I
Fort Pierce, Florida 34982
Re: Riverbend - Lot 44
Septic System, Pennit
Nat Ms. Vance,
Attached please find an -
including. the following
1.
Signed and. sealed
2.
:Signed Site Evalu
3.
Signed and sealed
4.
Representative Au
5.
Three (3) 11 x 17 ;
6.
Three (3) J. I x 171
7.
Application. fee of
Ifyouhave any questions,
Sincerely,
to In
elissa G. Corbett, P.E'..
.President
Enclosures
Cc-. Philip Darling
PAPrqjects\S i! - Standard P46WS I
Jettendocx
for single fiinifly residential septic system permit,
lication for Construction Permit (DH` 40.1.5 Page I of -4)';.
:and System Specifications (DH 40 1 5,Pdge 3 of 4)",
is Site Criteria;
zation document"
d andsealed lot Site.Plan)i
Plan; -and
WO (please chargecredit: card on: ffle)
do- not hesitate to call me at.(772) 223 -8 85 0.
'R
INN
'A-
- Fiverbend\pennittiiig\S!cptiq\Lot 441SLC Health Dept Lot 44 sepfic app subrWtWcover
Property Card
Page 1 of 1
Michelle Franklin, CFA -- Saint Lucie
Site Address: 3027 NW
Radcliffe WAY
Map ID:.44/258
:Ownership
Standard Pacific Of Florida
15360 Barranca PKWY
Irvine,,.CA 92618
Parcel :ID:.4425-703
000-0
Zoning: PUD.
unty Property Appraiser — All rights reserved.
Identification
Account#! 176865: Sec/Town/Range:
25/37S/40E
Use Type: 0000 Jurisdiction:. Saint Lucie
County
I Description
BEND (PB 67-36) LOT 44
Current Values I
Historical Values 3-year
Just/Market: $1:04,700 Assessed: $94;138: Year
kAfMar1et
Assessed Exemptions
Taxable
Exemptions: $0 Taxable: $94,438 -20,h7
$104,700
$94,13.8- $0
594,138
20116
$1.04,706
.$85,580 $0
$85,H0
20,15
$77;800
$77;800 $0
$77,81.00
Date
11-26-2012
View;
Year Buitt: N/A
Primary, Wall:
Bedrooms: 0`
Full Baths 0
Half Baths' 0
Book/Page
3460 / 0.152
Type
Sale History
Sale Cod I Deed Grantor
0205 SP Stuart.Pfopefty Holdings Ltd,
Primary luiidirig Information
Finished Area of this building: 0 SF
Gross rea,of:this'building: 0 SF
Exterior Data
Price
$7,000,000
Roof Co,ver:
Roof Structure:
Building Type:
Frame:
Grade:
Effective Year: 2014
Story Height:
No. Units: 0
Secondary Wall:
Interior Data
A/C %:0%
Electric:
Primary Int Wail:
Heated %: N/A%
Heat Type:
Avg Hgt/Floor: 0
Sprinkled %: 0%
Heat Fuel:
Primary Floors;
Special
Total Areas
Finished/Under Air 0
($F):
Gross Area (SF): 0
Land Size.(acres):. 0.74
Land Size (SF):' 32,234
Total Building Count: 1
itures and Yard Items
Qty. Units. YearBlt
This information is believed to be: correct'at this time but it is subject w6hange and is not warranted.
6 Copyright 2011 Saint,Lucie CountyProperty Appraiser. A11 rights reserved.
http:/%www.pasic.org/"RECard/ I 10/24/2017
i IOCATIOIV FAAP
0 scr sir n/[AP w mw
nc - owAaAa TAsoar
tn-rwe.Pvc
NOT ro SCAIE
LA,L - Wlm A4655 EASEYYDIt
LRc'-- we YsarolY+¢ wsvgr
- NOLR'
2aK.- mvrnm
G � w1C V4K
n wt[R Part
I a �taANbP➢mltYau43
LYIL - UIVE uWtTSYM[
�Pl6
[tEV-.D[vAroN
�T
&nG IMl(n1E
CSW OPO �OPCSID.REV.Mt.
YI.IURw4mO�i
NO lD.�M IW
GP
.�4@
on�na s non
+
_ .clm
n.. rum m+m
At
p �.PONfr nRllYcnw
P+t.-Na9m:
A
' " T1�
vLC PONi OP'OAv.tWK
P4wi 6 TmPPO pipvARRE
F-
q ' AAyvt
4G -'WIE YMIE
� x'- IIAE nrpvAY! '.
PO-.O'ItEKnY: CIVIK
P K 7Avt911an.
nn -P4YJS POwi
®� SIp01 YLPNI[
OL - GTdPM6 G5D1WT'
.LP IL1T P4F
GP - gTlnpu!
®- SY9T!A'f YNW(P[
�'+-
N
Oc-- eaTFA usnwT
oaa- omau.A4zoaof soon
x- n.+o.ncro4rr
'TAh - zu.Tua
� TDi smuu
rn.r PAIc
L,- AVG IOKM
.
O
A -.DATA rxAQ (CNMAL,
PL.-t4oM�i PRIMA, POMi
■PjaY-0OWNdTPO1mRL
Ydwpt'
k5 ays.
*
R
L
SEPhC 512iNG PER CABLE I. ESTIMATED SEWAGE Flo": ..
. RE5IDONWL•'
. _
4 BEORDOMS V/ITN, 2251-J30o^SO.FT„OF. 6U10DINC AREA - 400
.`
GALLONS-PEIZ"AY (LAD) FOR EACH ADDITIONAL 752 SF OR"FRACTION
'THEREOF, 64CREASE_HY: 60'CFD'��
J
+
.61AMNG IF"4,126
THEREFOREFLOW - 520 GPD
.FROM TABLE 11 _ SEPnC .TANK AND'PUW TANK-:CAPACIIV:
AYERALE'SEWAGE TION -, 520 CPO
\.J._ /
-
SEPTIC TANK MplWUY EFTECTwE CrPAC(TT. - 3.350'CALLONS N
FROM TABLE N, ORAINOELD'S17= (ASSUME TRENCH SYSTEM)
FINE SAND. SLIGHTLY LIMITED = MAXIMUM SEWAGE FATE' - 0.50
'
69Vt1
�\
GAL/Sf/DAT
\
ig
S20 GPD / BO GAL/SF/BAY - 65O 5F OF TRENCH AREA REDUIREO
THEREFORE; UNOBSTRUCTED AREA REOUPREO - 650 K 1.5 -'975 SF
"`
Q ,P
8 NOTES- O v J
L
ALL ELEVA�TIOjN/,GS�HOWN ARE�M"AVO T` tj O
�
T.
in St.. Luc. C'
�
p 2, FENA. f"L8o -150.H
.aP4P1
'.Environ. mental. ealth P450ED
��
PUMP
Site Plan Approved 'Con _
Supersedes All Previo Site PlaAns for 1-1 9
k' t� (an1).a.AI:tZ;easos
O:STDS #'r -SF= I �-7g & W f l +' : Dater z/15/12'. nor as
�DDIQ
J E)OSTNC GRADE
9. i2
73'
PROPOSED' TOP OF
SEP77C FIELD 8.72
,ROPOSED
P80iTO.M
SEPTIC FIELD
7.P
WSWT S 72
Ao•�
w� [ T• �Tq,.
p
`
^a C
V
�
$'
C4=
f
i q
-
C
�rI.
=vc
9
' I
O
J
19.
I'
g
JS
RO
I
a
P
-
Or
-
F0.
656 SF TRENCH RED UKRED
PROPOSED 4 ROWS. I
%
OF 14 DUICK4 STANDARD t+.
WFlL7RATOR CHAMBERS
.O 12 SF PER CHAMEIER
.975_ SF'UNOBSTRUCTED/
AREA REOUIRED
1,160. SF PROVIDED
0
< z
U
1
F�AIR I LD
THE 6511 MODEL
FOR:
STANDARD PACIFIC HOMES
Making You Right At Hom c
8215 4cc>RAL_ RIIEDQE=-. DR, C_-CIRAL_ SPRINGS, F=L-.,33071
NDEX OF DRAWINGS
enAMDA BUIMP SQ,FT. CAM'S BE gi
RIDA IOM I
-NATIONAL ELWTRICAL CO —FT; 'SHEET # DESCRIPTION
:MR,2gV-�,2 EDITION ELWMCAL PROVISIONS, L��M� sd.. 7,Z
STATE CODES PC d-LAYER PAGE
-OCCUPANCY PO Ood�"co/� nooRtcouanis
iNP-4L.
- MMENTIAL, CROUP R3 Z .
:PONSTRUCII(BI. TYPE. VB �c Ow-C Now PQ:Sjdk:Sx1wEL nmm DuusD.M�R or
.UIN_*ft9Mon nNuni CLASS S PO
I= F�R PLAN P0.11=_Mv L� COURINS. DEW AND ROOF
U70M PC FW R PJAN 170.Wd EEC"VD L 0 PQ:SDI-$WCVjM NOTES.-MISC. SCHEDUIES AND 'SO- DETAILS
RESIDENCE
PC A2.1-DOOR AND WINDOW -SCHEDULES
MAX PC
=WAM kWnQNS.AKD%7TPWIDBTAIS RIVERBENDBY CEWCAH=RT AS PER D, M"t
L AND STATE COD
SWU=URAWINCISFOR, MORE INFOTRIAL SOe1 SIT. PC MD_EATION '07AEFT AND RIG"T LOT #44,
PO M-DrrARw. Ef5m1To q
PO DI-DO()ft ARD W=Off DrfAIIS, STAIR SECTION AND =MW
-STATE OF FWRIDA, PC DZ'NOSOUTHIC WALLSECTIONS AND.= DrrAIL3PROlECTY
CERTIFIED BUILDING CONTRkCyoll; Pa W-VoOLITHIC Z-SfOKY WAIL SECTION AIODEts
03303,044
CALATLANTIC
825 CORAL. RIDGE DR. PC EI-ELE.DOM SECOND . FIAOR PLAN"PLAN.
FAIRFIELD
�PLAN Z
G F" PC ]�P_I-EXECMML PANKI,S WD MER DIAGRAM
6,51
GO SPF�Zi-730 3 071 'TEE'- 0 PC M-PWINOND FIRSTvIDOR PLAN ELEVATION r]
PC P2-PWNBINC SECOND Picat PIONP, 'i_,MWOCAI. FIRST 5=N0 FWOR PIAN RIGHT
-STATE OPPLOWDA FDOH in St. Lucie County P_Q
PROFESSIONAL ARCHITECT: COVER
Environmental Health PACE
JAMES CANTIVELL
AR: No,
12079' BFAWWq I CONTRIDT DOCUMENT V.Wff W 'Site Plan Approved for Construction ILOO WH scrogwa
BtRTDER
.AJI. DESIGN GROUP. INC. r
THE BUItDER ASSUMES ALL- UABUrt PON
1441 WNOIU N SGAN BLVD. INTERPRETATION Dr. THE CONTRACT DOCUMENTS, ARCHirEar.
14 We. 7VMM VA P27 0 Supersedes All Previous Site. Plans for MAIM OR FLOF,0�
T.I!G(4o) 774- 0711 IF ASPECT OF, THE CaNarRULIZION (As
Faz (407) W IN MON DRAIIING SM -ARE UNCLEAR
AND IN NEED UP FORMER DETMI.IWO Oil OSTDS #
MWIAUTION IN ORDER TO PROJECr #;5&-$F- 11:979141 Well
DAM ON THIS.
DRA
W
BUILD THIS
BEL THE CORRWr
PROCEDURE IS FOR. BUILDER BUR A Date. L
WRITTEN R.Fj. Uwr 'FOR IN TIO kTD -.4 �
THE ARCHITECT OR ENGINEER FOR C TO
Rev'A D%GN GROUP waL RESPOKDS7B ALL WRITTEN Reviewer
. WR DRAW FORM IN* A Tway
E. A23TRIdE.C. CROUP AT N
RESPONSTINUTY FOR . INTERPRETATIONS OF AS NOTE]
CONSTRUCTION By THE SUDDEN WHEN NO, RFI'.
NAVE BEEN aENERATED F)DR UNCIZWASPECTS OF
THE CONSTRUCnON VANED ON THE DRAWING SCL. I cl
tcj►%i
[;; 40
90r
zo
d�
i d FV l
4C1
17a
II
6
Q
_
p� i 4
4M1k� R �LLA]j
Q14
b l .
t
I v
l pkp9IpC�
°.
a
'-°•
��. ''D � f •ve .4£ ��`'
1;9
4'il�i6
i
av
d
L•
1 y!
°
i
d
; <
�2Z
a} 6
1 (Cj� d F
le.
.e•^.o•.Ir t
.'y
.•.ey•
�
I
a
�
R
7 � I:a• r.r.
I P
�� s'•.
°
I
`
VI
)=e
I a•
ftiT
� any
�4_ A0
aq
tl'.I
�j{1J
rl
•-f
Y I'"
�
-4 Z.
t n•'
.
�
W.1 �
!wI
r•
a
'Rr
6�.
�
I [HaS�o
� >
v
�
� �•.� coo
FZ
rc-•• �
O
O
z
°
x
TC
Z
SO."3
Z
C, Lam•
�,
AA z
L
A
Ly.
��� 'STAIR DATA
E rmxxRsr�vxr.
MEW9R- nrrtem .la
_� Mgn cl Fixr.
mao�xcruna ao
r:xararn meraae
eeauo:awl.
' ees r3evane+
wl cean rcnrt
TYP_ :,ARCH. DETAILS
auaE w ..r
AVT Q<G'W 9rD 1Fd9ER F)tliKiEMO TR9h-E CQ1rN 9RJ t WIIW
Q02 rR9(j9R M1 ITW! ]'-O•L ITT TEE9:l9 NS WY6 fiE Ld1YER RA011k
4RpROOM 2
1 r
1 1.
1 1,
1 1
1 1.
O
'° •"" i RIVERBEND
1
LOT °#44:
SECOND,
FLOOR
PLAN
HfME A
SECOND FLOOR PLAN
ELEVATION .D'r
I A2 1