HomeMy WebLinkAboutProperty Identification. Michelle Franklin, CFA -- Saint Lucie County Property Appraiser --All rights reserved.
Property Identification
Site Address: SALERNO RD Parcel ID: 1301-606-0066- Account #: 141609 Sec/Town/Range: 02/34S/39E
000-7 Map ID: 13/02S Zoning: RS-4 Count
Use Type: 0000
Jurisdiction: Saint Lucie
County
Ownership
Legal Description
St Lucie Habitat for Humanity Inc LAKEWOOD PARK -UNIT 6- BLK 60 LOT6 (MAP 13/02S)
702 S 6th ST
Fort Pierce, FL 34950
Current Values Historical Values 3-year
Just/Market: $11,100
Assessed: $8,961 Year Just/Market Assessed Exemptions Taxable
Exemptions: $0
Taxable: $8,961 2020 $11,100 $8,961 $0 $8,961
2019 $9,800 $8,147 $0 $8,147
2018 $9,300 $7,407 $0 $7,407
Sale History
Date
Book/Page Sale Code Deed Grantor Price
03-17-2021
4574 / 2342 0117 WD Taig Keith $31,000
03-11-2008
2949 / 1260 XX00 WD Grimes Timothy K $9,000
02-27-2008
2943 / 1845 XX00 WD Treasure Coast Land Clearing $10,000
Primary Building Information
Finished Area of this building: 0 SF
Gross Sketched Area: 0 SF
Exterior Data
View:
Roof Cover: Roof Structure: Building Type:
Year Built: N/A
Frame: Grade: Effective Year: N/A
Primary Wall:
Story Height: No. Units: 0 Secondary Wall:
Interior Data
Bedrooms: 0
A/C %: 0% Electric: Primary Int Wall:
Full Baths: 0
Heated %: N/A% Heat Type: Avg Hgt/Floor: 0
Half Baths: 0
Sprinkled %: 0% Heat Fuel: Primary Floors:
Total Areas
3
Finished/UnderAlr 0
(SF):
Ji Gross Sketched Area 0
(SF):
Land Size (acres): 0.27
Land Size (SF): 11,803
Total Building Count: 1
Special Features and Yard Items
Type Qty Units Year Bit
All information is believed to be correct at this time, but is subject to change and is provided without any warranty.
0 Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved.
d
St. Lucie County Health Department
HEALTH
5150 NW Milner Dr Port Saint Lucie, FL 34983
H
PAYING ON: #: 56-SF-2333755 BILL Doc #:56-BID-5427125 CONSTRUCTION APPLICATION #: AP1699035
RECEIVED FROM: Meek"s Plumbinq AMOUNT PAID: $ 660.00
PAYMENT FORM: CREDIT CARD 021973 PAYMENT DATE: 07/21/2021
MAIL TO: (St Lucie Habitat for Humanity)
FACILITY NAME:
PROPERTY LOCATION:
TBD Salerno Rd
Fort Pierce, FL 34951
06
Lot:
Property ID: 1301-606-0066-000-7
Block: 60
EXPLANATION or DESCRIPTION:
QUANTITY
FEE
128 - OSTDS Construction System Inspection Research Fee
1
$
5.00
-1 - Surcharge (All)
1
$
45.00
-1 - OSTDS New Permit Surcharge
1
$
100.00
-1 - OSTDS Construction Application and Plan Review,New
1
$
100.00
123 - OSTDS Construction Site Evaluation
1
$
115.00
126 - OSTDS Construction Permit (New or Mod, Amendment)
1
$
55.00
127 - OSTDS Construction System Inspection
1
$
75.00
133 - OSTDS Construction Reinspection
1
$
50.00
-1 - Well Construction
1
$
115.00
RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-5096876
Note: Well#59-32340
1
LOT 8
ROBERT MCDOWELL
8401 LAKELAND BLVD
1 (SEPTIC IN REAR
WELL IN FRONT)
O 'O
U C
a
o w co
V O 7
O
J N
�n E a
c o Q
_ '>
a W
LL. U
CL
CD
u
co
co
F-
O
U W
I �- z 1 1
I W O
L WU
LOT 7
"NANCY L FERSING
�8303 LAK.ELAND BLVD 1
FFE:21.97'
WELL 75'+ 1
FND IR4 FND IRC4
I (ILLEGIBLE)
—6?
xT S89'46'22"E ' 9� 90.00'(C)1g o�
10 P.U. & D.E. �9 3' x `L
10' P.0
FND MAGNAIL
AND WASHER
RLS2391
(TRAVERS)
N 0.76'
E 0.13'
A— S89*46'01"
& D.E. v�
CLF FNC COR
S 9.72' 1
W 0.45'
U
I v
RD LLO i
CLF FNC COR
W 0.40',
Ncb.
li
— ELEC —
21022 21014 0
21013 ep
21023 co
21024 000.
g � 21025 �
21026
15.02' Lti.J3
ACE]
`D PROPOSED
E°0n ONE STORY
—kLg'6ELEC —
21010
?70, 20.1'
2 /PROP.
/WATER
LINE
/ 210680
48.65'
LOT 6
HABITAT FOR HUMANITI
XXXX SALERNO ROAD
JL0
35.0'
L-----
a8.6
21065
21066
067
U
L0
s 2706A
o_
W
t�I 1
TREE LEGEND:
21010-21014 CAB PALM
21022-21026 CAB PALM
21042 PINE 24"
21043 OAK 16"
21050 CAB PALM
FND PK
21064 CAB PALM
NAIL &
21065 OAK 18"
WASHER
RLS 2391
E 2.05'
F'.Fn►n
21066 OAK 17"
21067 OAK 13"
21068 PINE 14"
21069 OAK 24"
21070 PINE 16"
21071 CAB PALM
20,Z�
o(P)
lz
PLAT DATA
(F)
FIELD DATA
(C)
CALCULATED FROM FIELD MEASUREMENTS
FND.
FOUND
P.A.C.
POINT OF COMPOUND CURVE
P.R.C.
POINT OF REVERSE CURVE
P.LS.
PROFESSIONAL LAND SURVEYOR
L.B.
LICENSED BUSINESS
IRC
IRON ROD & CAP
A
DELTA (CENTRAL ANGLE)
R
RADIUS
L
ARC LENGTH
CB
CHORD BEARING
N.A.V.D.
NORTH AMERICAN VERTICAL DATUM
TIP
TYPICAL
EL
ELEVATION
WOODEN POLE
BENCHMARK
®
FOUND NAIL
FND PK
PROP.
PROPOSED
NAIL &
- WASHER
RLS2391
ST LUCIE COUNTY, FLORIDA
VICMTY MAP
NO SCALE
CONC
CONCRETE
TOB
TOP OF BANK
(RAD)
RADIAL LINE
No.
NUMBER
PC
POINT OF CURVE
PT
POINT OF TANGENCY
q
CENTERLINE
QW
WATER METER
CAN ❑
CABLE TELEVISION RISER
CO O
SANITARY CLEANOUT
®
HAND HOLE
TELE ❑
TELEPHONE BOX
P.U.
PUBLIC UTILITY
D.E.
DRAINAGE EASEMENT
EP
EDGE OF PAVEMENT
WELL
BENCHMARK
20.21' NOTES:
W 1.53, 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
�-
r
O
O
z
RESIDENCE
1
�,,r �75'
e
PROOOSED SEPTIC
FFE*
----
5�l
O
500+SQ FT DRAINFIELD
0 15.00'
21071i
1100+SQ FT.
of
COVER
o
I
__________
___UNO
STRUCTED AREA
15.00'
PORCH
co I
f1
k21 I
�1069
35A
'
1.33
15.00'
sp, I
10'
o
o
r_____-----� 1
L
39.29'
R=25.00'
CLF FNC COR
S 1.43
2104
2 0 �---�i
N
1
21070
90
02' 4"(C)
- W 0.49'
210
`SO f
.
a
20• ;
o N
9'46'01'IL189;
;
55
o�
o
+180
��LFNDSET
64.98
�p
IRC5 1x
ui
20
o I Eri
`
p
EP
20
20
%tiro '
o�� SALERNO
.,�Io�o
ROAD
FND NAIL
N 0.21'
E 0.59'
GRAPHIC SCALE
30 0 15 30
I inch = 30 ft.
0.00' H OF -WAY S FND NAIL
7� FND PK NAILI N 0.97'
& WASHER W 0.07'
20,28' EP RLS2391
N 1.19'
LEGAL DESCRIPTION:
LAKEWOOD PARK, UNIT 6, BLOCK 60,
LOT 6 ACCORDING TO PLAT BOOK 2,
PAGE 7, OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA
FINISHED FLOOR NOTE*
FINISHED FLOOR TO BE DETERMINED BY ST.
LUCIE COUNTY BUILDING DEPARTMENT.
LICENSED SURVEYOR AND MAPPER.
2. ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING
SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
3. THE LAST DATE OF FIELD WORK WAS MAY 24, 2021.
4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT—OF—WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION
SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE
VERIFICATION.
5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT
LOCATED AS A PART OF THIS SURVEY.
6. ELEVATIONS SHOWN HEREON ARE BASED ON GPS RTK INFORMATION AND IS RELATIVE TO
THE NORTH AMERICAN VERTICAL DATUM OF 1988.
7. THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH
SPECTRA SURVEY PRO REALTIME PROCESSING AND WAS BASED ON TRIMBLE'S "VRS NOW"
NETWORK AND/OR THE FLORIDA PERMANENT REFERENCE NETWORK (FPRN). THE
PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY STANDARDS AND
SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL
GEODETIC CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER
CLASS ONE FOR HORIZONTAL CONTROL SURVEYS.
8. NORTHING AND EASTING COORDINATES AND LATITUDE & LONGITUDE ARE BASED ON NAD
83 STATE PLANE DATUM (FLORIDA EAST) ZONE. '
9. BEARINGS SHOWN HERON ARE BASED UPON THE-,,f,hI�'� T QF ECORD, AND ARE RELATIVE TO
THE LINE LABELED HERON AS (BEARING BASISJ: &'ANCES ARE!,'IN',U.S. SURVEY FEET AND
DECIMAL PARTS THEREOF. S¢'tt!lT,-
/%
MIGHAEL- T.' OWEN PROFESSIOP
FLORIDA REGISTRATION #5556
T-
O
N
=
Z r--
U)
co co
W 0)
O
Oz
o
aJOE
�n�1
'e C3
Oz
�L11Ns;
U
V
Q to
Ey, Q
OW O
CL I
Q Lu
a `� ~�D
ELL
Ful-
J
UW
J O
>
d0
Ed
IL
O
m-I
�
L0
N
O
T`
m
w
CL zo
F-
O
Q f' cn -1
�= Z M).
ul a:
}-
1- ,
p��=z
0.. J = z O
L)Q
0
Lu
I— to O ° u
z
= w 0 _3
O
LL. O_ w
m
�-
U
w
w
DRAWN BY: SPT/DMM
CHECKED BY: MTO
PROJECT: 21-271
DATE: 06/01/2021
SCALE: AS SHOWN
SHEET
1 OF 1
PLUMBING RISER
SCALE: NITS
r TOSS
SQUARE FOOTAGE
$Q• FT.
LIVING 1291sF.
GARAGE 2w SF.
COVEREDPORCM 150 S.F.
TOTAL: 16NSF.
VOLUMEUNDERAIR 10.729 CLLFT.
PLUMBING NOTES:
1. ALL WORK
SNALLBEINACCORDANCE WTH THE FBC 201A- PLUMBING.
% 06W PONi SHALLBE SCHEDULE AOPVC
0. WATER PIPHIGINBLILDINGSHALLBEONEOF THEFOLLOMNG: TYPEL
COPPER CPVC. OR PE)L
L SLEEVE ALLPIPINGIN CONTACTNIM CONCRETE OR UNOERGROUNOWITNN
SLALDING.
O HOTWATERPIPING WTIi AMIMMUMTHERMALRESISTANCEOFRa SHALLBE
APPLIED TO P W NO IMAGER THAN Nr NOMINAL DIAMETER. PIPING FROM
WATER HEATER 70 KITCHEN OUTLETS PIPING LOCATED OUTSIDE THE
CONDITIONED SPACE PIPING FROM THE WATER HEATER TO THE
DISTRIBUTION MANIFOLD. PIPING LOCATED UNDER THE FLOOR SLAB. BURIED
PIPING. SUPPLY AND RETURN PIPINOIN RECIRCULATION SYSTEMS. PIPING
WIN NUN LENGTHS GREATER THAN 2DFEET.
6 WATER HEATERS INSTALLED SHALL BE W ACCORDANCE WTH FBC 2014
ENERGY CONSERVATION
-L 0. 7 ZO MEN. ��� III I SCLAOPIPE
Urx2yrsrw
ANCHOR OR EQUAL
OEM>
W STEEL PLATE
OF TRAVEL
GA"MINT IMES .
�� rMINT7+DKI+Ess
/ 2 \ PROTECTIVE BOLLARD
.0 SCALE(24x Wx W.T-W
t2
INTERIOR DOOR SCHEDULE
p
SQE
DESCRIPTION
REMARKS
A
2688
B-PAWLHOILOWCORE
B
]06e
6-PANEL STEEL
G
400
f-PX S•r BPFOLD
STRUCTURAL NOTES:
1. DESIGN LOADS DIAaoRDvuEW1HASCET-HI,
I SDILBEARINOCAPADm: a00 PSF(NNL
% ALL STRUCTURILCONCRETE W BELLS. UNTELS. VERTICAL CELLS. AND
COLUMNS SMALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.DW PST
COMPRESSIVE STRENGTH AT21 DAYS.
L SLABS007MM TO BE CONCRETE WTNA MINIMUM 2500 PSI COMPRESSIVE
STRENGTH AT 2e DAYS. SEE {RAN FOR ICES L STEELREOUREMENM
S. MIMaMUMCONCRETE PROTECTIONFGFtREWORDINOBARS FOCnNOS:r
S M BEAMW SUSPENDEO SLAW 1-Vr.
a LAP ALL RONFORCU40 STEEL MIMMUM OF Ie BAR DIAMETERS EXCEPT AS
NOTED GRADE 60 STEEL MINIMUM IN BEAMS ANO CCLUMNS
7 ALL LUMBERIN CONTACT WTH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
IL SPUTTMORCRACIG OOFSTRUCTUMLCOMPONENTSMETO
INSTALLATION OFH WOYNREIS NOT PERLIMOL
O UNLESS OTIERWSE NOTED. THE INSTALLATION OFSPECIREOM ROWARE
SMALL CONFORM TO THE MANUFACTURES WSTRUCTONSANDSTANGARD
PRACTICES.
tO UNLESS OTHERWSE NOTED, ROOF SRFAT19NO TO BE NAILED WTH 60
RRIGSKMX NAIU C rG.0 PVWAETERAND 6' 0.017ELD.
11. UNLESS OT14ETNSE NOTED FOR EXTEAIORWALLS. EXTERIOR PLYWOOD
SWATHING AND INTERIOR CRYWALLIS TO BE NAILED WITH IW OR BETTER
NAILS 6'O.G E-DGES.ANO r G.C. READ. OR SCREWED VAIN DRYWALL
SCREWS 1S LONG AND DIM CIA
1% LINTELS SMALL HAVE A MIN W M A' BEARING EXCEPT RECESSED LINTELS
SHALL HAVE r BEARING.
i% PROVIDE FS CORNEA BO BARS VMEN. LAP SPUCE FOR BOND BEM.
14. STUCCO SOFFITNOTE SOFRTTO BE STUCCO OVER WRELATH W 11 GA r
NAILSW3WO HEAD O 6'OQ OVER 7AY METAL RIB LATH 0 6'0.4 W I2
LAYER90F IN FELTOVER EACH FRAMING MEMBER
WALL FINISH / INSULATION NOTES:
1. INTERIORTOSE WORTWALLTINSN
s ALLINTERIOR GYPSUM S,7ARD TO BE MIN nr THC(WTM (1S GA, tam'
LONG. 19ATr1EIAR awe' DIAMETER MIrLONG ANNULAR+nNGED; S/
COOLER NAILOOP6-O. 1alr LONG.1 HEAD. OR GYPSUM 64NR)NAIL
006M 1.8VLONG. Sor HEAD) SPACEOAT 7'O.O FORNAILS TURD t7C.G
FOR SCREWS
% WAILSAT SHOWQR TO BE TILE PROVIDE CEMENT. RBER-CEMENT OR GLASS
MAT GYPSUM BACKERS IN COMPLIANCE WTHASTM C I=. C IR%C 117a
ORC12711ANDINSTAUMINACCORWNM WTNYANUFACTUREW
RECOMMENDATIONSAS BACKERS FOR WALL TILEIN TUB AND SHOWER
AFEASAND WALLPANELSIN SHOWEFt AREAS(PER FRC 702LI L FRC
IMO)
L WALLANOCEIUNGRMSMES SIWLLMAVEASMOXE-DEVELOPEDIDE%OF
NOTGREATER TIIANLSO
S WALL ANDCBUNG FINISHES SMALL HAVE A FLAMSSPRFAD CIASSiRCATION
OF NOTGREATEIt THAN 2M
EL ALLDEPOSED INSULATION MATERIALS U45TALLED ON ATTIC FLOORS SMALL
HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 412 WATT PER SQUARE
CENTIN R. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED
TO THE UNDERSIDE OF THE ROOF OEM OR ON THE ATTIC WALLS SHALL
COMPLY WTH SECMM FRC 3M
7. PERFRC 7OD21ALLGPSUNBGROMTeWLSANDACCESSORIESSKALL
CONFORM TO ASTM C 76. CT9. C IM. C114. C600. C g01. C 960. C IDO2 C
1047. C 1177. C 117L C INO.0 1295, C 1096.ORC ISMAND SWILLBE
INSTALLEDINACCORDANCE WFTM THE PROVL9-W FRO. ANDADNESWES
FOR T HEINSTALLATWH OFGYPSMM BOARD SHALL CONFORM TOASTM C 567.
a INSULATION MATERIALS. INCLUDING FACINGS. SUCH ASVAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANESINSTALLEO WTHN FIDORCERING
ASSEMBLIES.ROORMUNGASSEMSUES. WALLASSEMSUES. CRANIA
SPACES AND ATTICS SHILLHAVEA FLAMESPREAD WOEXNOTTOEXCEED
25 METH AN ACCOMPANYING SMOXE-DEVELOPED INDEX NOT TO EXCEED A50
V41IN TESTED OI ACCORDANCE WIN ASTM E 61 OR UL 72%
ENERGY CONSERVATION NOTES:
1. RESLOENCESHILLBEIN O ROANCEWTMFLONDASULMNOOMEM14
ENERGY CONSERVATION RESIDENTIAL
2. ATnD ACCESS DOORS OR MATCHES FROM CONDITIONED SPACES TO
UNCONDITIONED SPACES SMALL REWEATKERSTRIPPED AND INSULATED TO
A LEVEL EQUWLENT TO THEINSuwTICN ON THE SURROUNDING SURFACES.
A WOOD FRAMED OR E-QUNAIENT BAFFLE OR RETAINER IS REOURED TO BE
PROVIDED WHEN LOOSE FILL IS INSTALLED. TO PREVENT LOOSE FILL FROM
SPILLING INTO THE LIVING SPACE
% THE BUILDING THERMAL ENVELOPE SHILL BE CONSTRUCTED TO U14T AIR
LEAKAGE IN ACCORDANCE WTH THE REQIAREMENTS RADALI THROUGH
RAw.LI
L THE BUILD SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE VAT"
RI02-au
S.
WNDOWS. SXYUGHTS.AND SUCNO GLASS DOORS SHALLHAVE ANAIR
INFI ON RATE OF NO MORE THAN0.7 CFY PER SQUARE HAND
SWNGING DOORS NO MORE THAN OSCFM PER SQUARE FL.ANO MUSTUE
TESTED.LISTED. AND L48ELEDINACCORDANCE VAIN RACZI%
6. CONTRACTOR SHILL PROVIDE ENERGY PERFORMANCE LEVEL IEPU DISPLAY
CARD IN ACCORDANCE WIN FSC20M ENERGY CONSERVATION 11401A
EXTERIOR DOOR & WINDOW SCHEDULE
DESIGN PRESSURES
M.O. (LMDTH X HT.)
(FT -INCHES)
MANUFACTURER
PRODUCT APPROVAL
NUMBER
EXPIRATION
OPENING
PRODUCT RATED
SYM.
REM
LOCATION
DESIGN
DESIGN PRESSURES
PRESSURES
POS.
MEG.
23SHVANDM
KITCHEN
7-7X7-27W
LAWSON
SEE ELEV3
.Sao
-,U
M1212.21
1=742@1
0
25SNWNDOW
BEDROOMS
7-7XS'-7Vr
LAWSON
SEE ELEVS
.BOO
440
17-12IL21
121272w1
assnwNDow
wROOM
f.6'XS'.70r
LAWSON
SEE ELEV9
.IaO
-WA
fa121121
12R7Nw1
O
25W SFJUE9 GARAGE ODOR
GARAGE
C-Pxr-P
HMS COOq
SEEEIEV'B
.7L7
aLg
FL1S560.11
Qs
TMER1fA-7RU20660VTSWND DOOR mm
FRAME: iN5160.:PEEP HOLE
UVNGRCOM
7-f%5-10'
Tl1ERNA•TLN
SEE ElEV9
.67A
�7A
-11U6A3
-
C7
TI/FANMT,I' 706000T9AINGDOOR WTH W'O
CIMNBROOM I
7-rx0-10
THERVLTRU
SEE ELM
.67.0
67A
FL11176A5
-
Supercedes All Previous Site Plans for
OSTDS #
'Well #
Date: Reviewer:
ZQ
n :7P; m '
11'6 Ff 17�'
b
�x ti
C
tf 2;
M BeDROOY 02
T b 10-6'X 10-P
MASTER BEDROOM
17. rx 11'.r
A❑ ❑A
6 ❑
C
CLOSETZ-rCLOSET
7-PXf-IP
-1 C
f-P
ArXW
PAD
Q BATHROOM 01
If-rxl7-r ❑A
AMM
O
N%A
aat
b BEDROOM 0
T
O
0
ELM
PANEL
LAUNDRY ROOM
f-r NO2
12004V10
%10-r
200A MLO
1S-IP
b
OArfA �
OPTAf,O
fa'
PI��'!
u ~
,
L1
1CMMG
7-rX 1
.020
O
KITCHEN
VA
735
aa7
9'-iPX10-r
�
AEA116
pQgLHx�20
LIVWOR Y
Is WX, -6'
PROTECT
BOLLARD!
WE
ATTIC
DETAIL 21A-
ACCESS
it' 1
b
GARAGE
20-W X tr-R
G .2zo 0 NLe i
COVERED PORCH
I-rX IS. a'
�
I
,
i PRE CAST
uxrELBEAM '
I ,
O a2: 1
�
ISO'
axisc2f
COLUMN CO
COLVMN
1 FLOOR PLAN
A-1.0 A.A.e .uA
PLANS PREPARED FOR:
Habitat
for Humanity"'
• PLANS PREPARED BY.
WHOLE HOUSE ENGINEERING
4451 St. Lude Blvd. Suite 2D1
Fod Pierce. FL 34946
.aP.,.m,.wY.umG�N:sa
DRAWING NOTICE
THESE DOCUIffMS CONTAIN ARCHITECTURAL
WWOLSUSEDFORGRAPNC PURPOSES ONLY. SIZE
ANDLOCATION MAYVARY TO MEET MANUFACTURERS
SPECRGTIONS
DO NOT SCALE ORAV.IN6S PLEASE CONTACT DESIGNER
WTH ANY WESTIONS REGARDING DIMENSIONS
rPROJECT NUMBER:
ID26B
Il�m•
moo
SITE NAME:
SALERNO
SITE NUMBER:
PARCEL ID: 1301-6064)
066-000.7
SALERNO RD
FORT PIERCE. FL 34951
SAINT LUCIE COUNTY
SITE ADDRESS:
SALERNO RD
FORT PIERCE, FL 34982
SHEET DESCRIPTION:
FLOOR PLAN
SHEET NUMBER:'
A- 1.0