HomeMy WebLinkAbout417 Bella Rosa CirP 1
z
CI��D 9 CITY OF SANFORD
OCT
2 0 2011 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: /a Documented Construction Value: $
Job Address: 6S4 G r(lle . �n►iYT afl/Historic District: Yes ❑ Nov
Parcel ID: d l q - �/ -.502.0000 - 0500 Zoning:
Description of Work: S CV t 1 I i ig d , A w/ t o nt '
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner InformationR`2 ��
Name Lenno r omen LLC
Street: _1CA6 0 kL
City, State Zip: 33760
Phone: 40T Nd- b20
Resident of property? :
Contractor Information
Name S l l of r i i e hA .-Dm- Phone: 07-363 -qYV0
Street: LA t hu r4 bryci Fax: �&J_ :3 �n �- —R o'%
City, State Zip: O .JG kld o A. • ?ZgjG1 State License No.: 4 9q&_3
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Square Footage: ��" Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical ❑
New Service — No. of AMPS:
Mechanical ❑ (Duct layout required for new systems)
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
s-61.00
Permit # :
Job Abdrew:
Description o
Historic Disc
CITY OF SANFORD PERMIT APPLICATION
Date:
Permit Type: Building Electrical Mechanical Plumbing Fire SpnnkledAlarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential Replacement New (Duce Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fbrwm # of Water & Sewer Lines # of Gas Lines
Plumbing/Now Residential: # of Water Closets Plumbing Repair — Residential or Commercial _
Occupancy Type: Residential Commercial
Construction Type # of Stories:
Porte! N: 0(3 1'7'_ 71
Owners Name est Address:
15550
Cootrscto Na�m►,e &-A�d�dr
Phone 4 Fax 4 0l'�1�
Bonding Company:
Address:
Moeigage Leader:
Industrial Total Square Footage:
# of DweWng Unite: Flood Zone: (FEMA form required for other titan X)
Contact Person:
(Atbeb Proof of Owu nbip & Legal Description)
State License Number.
ArehfteeUl;nRlaeer Phone:
Addren: In:
Application Is hereby made to obtain a permit to do the wort and Installations a indicated. I certify flat no wort or insWlation has commenced prior to the
issuance of a permit and that all wort will be performred to meet standards of all laws regulating wmetructiom in this jurisdiction. I understand that • separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS, and
Alit CONDITIONERS, etc.
OVMR'S AFFIDAVIT: I certify that all of the forgoing irdwmation is accurate and that all wort will be dame in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
Otis county, and there may be additional permits required from other gonmmmemal entities such as water management districts. state agencies, or federal agencies.
Acceptance of ms 11 notify the owner of the property of the requi of FI 'de in • S 713.
Si of Owner/Agan Date of /Agent Dau
u ' ' Jam
Print Owner/Agent's Name Print Conuactor/Ageot's Name
gneture of Notary -State of F Date Sipe= of Notary -State of Florida
tci 1R, i, .-3F_R'T M. FONTAINE
Tin + ROBERT M. FO' • NE z.: .. ASSION A EE 003495
t : MY COMM%E EE 003495 ss hl. -:=LES. jt,rte l3, 2014
r/Agdd(RWE o1�Cn Me or Contrecto/Agan iszpascwly a �<s ib:u Notary Public Ur ea
Publk Unowwrhers _ Produced ID
APPLICATION APPROVED BY: Bhtg: Zoning: �aa Utilities:
tial R Deb) (IhitW A Dae)
Special Conditions:
(Initial & Date)
FD:
(initial R Dau)
Seminole County Property Appraiser Get Information by Parcel Number
Page 1 of 1
PARCEL DETAIL
47
-
0"io Jowiscw, CFA, ASA
12 45
RT
PROPEY
,T
APPRAISER
WD
SEWHOLE COUNTY FL.
1101 F- Frasi wr
8^wrano,v,-32771.146a
bt
TUCT A A NCIH WAYFFTT
►''t' •
—
VALUE SUMMARY
VALUES 2011
2010
Working
Certified
GENERAL
Value Method Cost/Market
Cost/Market
Parcel Id: 29-19-31-502-0000-0500
Number of Buildings 0
0
Owner: LENNAR HOMES LLC
Depreciated Bldg Value $0
$0
Mailing Address: 15550 LIGHTWAVE DR STE 210
Depreciated OFT Value $0
$0
CIty,State,ZipCode: CLEARWATER FL 33760
Land Value (Market) $22,000
$24,000
Property Address: 417 BELLA ROSA CIR SANFORD 32771
Land Value Ag $0
$0
Subdivision Name: CELERY ESTATES NORTH
Just/Market Value $22,000
$24,000
Tax District: S1-SANFORD
Portablity AdJ $0
$0
Exemptions:
Save Our Homes AdJ $0
$0
Dor: 00 -VACANT RESIDENTIAL
Amendment 1 AdJ $220
$4,200
Assessed Value (SOH) $21,780
$19,800
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority
Assessment Value Exempt Values Taxable Value
County General Fund
$21,780 $0
$21,780
(Amendment 1 adjustment is not applicable to school assessment) Schools
$22,000 $0
$22,000
City Sanford
$21,780 $0
$21,780
SJWM(SaintJohns Water Management) 1
$21,780 $0
$21,780
County Bonds 1
$21,780 $0
$21,780
The taxable values and taxes are calculated using the current years working values and the prior years approved mlllage rates.
SALES
2010 VALUE SUMMARY
Deed Date Book Page Amount Vac/imp Qualified
2010 Tax Bill Amount:
$430
WARRANTY DEED 06/2008 07014 0848 $3,018,400 Vacant No
2010 Certified Taxable Value and Taxes
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LOT 0 0 1.000 22,000.00 $22,000
PLATS: Pick...
Permits
LOT 50 CELERY ESTATES NORTH PB 71 PGS 38 - 45
NOTE: Assessed values shown are NOT certified values and therefore are subject to change be/ore being finalized /or ad valorem tax purposes.
�• I/ you recently purchased a homesteaded property your next ears property tax will be based on Just/Market value.
http://www.scpafl.orglweblre_web.seminole_county_title?parcel=29193150200000500&cpad=BELLA ... 10/19/2011
PERMIT # /C.2- i37
Lennar Homes - Celery Estates 11
Lot 1050
5974L.k.►.—On o.i.."nrsu 417 Bella Rosa Circle
om..=.o»amo r..,40,%3,WO Sanford FL 32771
13' 0"
OWCE
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
Chapter 3/Screen Walls & Balconies
Hom
Site Address: QI A� - 10L �pl' Cj�C- .SA0%d a. 3x771
Builder: �l X11 r -0 M License #: nC01%3
AAF Guide as Reiereced by:
F.B.C. 2002.4.1 &
F.R.C. R301.2.1.1.1
Wind Zone: mh
Exposure: = C
Overall Dimensions: Length: I -0 (ft) Width (J (ft)
Structure is attaching to:
Height @ Attachment: ya (ft) Attaching to: Concrete Lumber Other
Overall Heigh I�(ft)
Walls Supporting Guard Rail
A) Select Girt : (Table
Load Width:
B) Select Colu
Load Width:_
Walls Not Supporting Roof or Guard Rail
A) Select Girt : (Table 304 -I Y__page
Load Width: ' Span
B) Select Co
Load Width:
c
w
w
SIZE VARIES
Sn/56N C8 POST SPACING
G) 3 3 REFER TO TABLE 304
� HOST STRUCRlRE
O
j
02�2
3
8 �%
c = OIL
0)
a
0 3 ur
.� fp
Z �D
S
a
Z
O FOUNDATION �FOUNDAI/7
C3 C7 C3
3 3 3
N
O
O
V
CT
SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF
0
v
N
O
L" X 2" VERTICAL (� P06T/OOLUMN
PERIMETER (TYPICAL) 1' X 2° 08 PERIMETER SELECT PER TABLE 304
BY WIND ZONE
C4 � CHAIR RAIL (GIRT)
3 3 DESIGNED USING TABLE 301
OR 304 BY WINO ZONE
KIC�(PLATE RAIL (GIRT)
DESIGNED USING TABLE 301
OR 304 BY WIND ZONE
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• � . • � -OPTIONAL
•
"
'' , • • • , • , , ' , • ' '
' , ' • ' •' , , r,
IQCKPLATE HEIGHT VARIES •
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Chapter 3 - Screened Walls & Balconies
NOTE #1: USE W"O X 3" LONG LAGS INTO WOOD
HOST AND 'A"m X 2'A"LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTRUCTION
(1" EMBEDMENT TYPICAL)/ SPACING 24' O.C. AND
WITHIN 4' OF EACH PERPENDICULAR MEMBER
ADDITIONAL GIRTS SHALL BE ADDED TO
QNTAIN A MAXIMUM VERTICAL SPACING
R HORIZONTALS OF 96"
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2'
POSTS SIZED PER TABLE
304 BY WIND ZONE
4IR RAIL (GIRT) - SELECT BY
ND ZONE FROM TABLE 301 OR 304
POSTS SIZED PER TABLE
304 BY WIND ZONE
IQCKPLATE RAIL (GIRT) - SELECT
BY WIND ZONE FROM TABLE 303
SOLID IQCKPLATE (OPTIONAL)
FASTEN POST END PER DETAIL Cl OR C2
ACCORDING TO LOAD CONDITION SPECIFIED
IN POST TABLE (304)
1X2 OB SOLE PLATE UNLESS NOTED
OTHERWISE, FASTEN TO FLOOR OR
FOUNDATION W/ 1/4"0 FASTENERS 1"
EMBEDMENT 0 24" O.C.
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
FOUNDATION OR BALCONY
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 1 Page 3 - 4
-- HOST STRUCTURE ELEMENTS
O O
1"10" OB 0 PERIMETER
FASTEN PER NOTE #1
aFASTEN
POST END PER DETAIL C1 OR
C2 ACCORDING TO LOAD CONDITION
SPECIFIED IN POST TABLE (304)
ADDITIONAL GIRTS SHALL BE ADDED TO
QNTAIN A MAXIMUM VERTICAL SPACING
R HORIZONTALS OF 96"
z
W
O
°dr
2'
POSTS SIZED PER TABLE
304 BY WIND ZONE
4IR RAIL (GIRT) - SELECT BY
ND ZONE FROM TABLE 301 OR 304
POSTS SIZED PER TABLE
304 BY WIND ZONE
IQCKPLATE RAIL (GIRT) - SELECT
BY WIND ZONE FROM TABLE 303
SOLID IQCKPLATE (OPTIONAL)
FASTEN POST END PER DETAIL Cl OR C2
ACCORDING TO LOAD CONDITION SPECIFIED
IN POST TABLE (304)
1X2 OB SOLE PLATE UNLESS NOTED
OTHERWISE, FASTEN TO FLOOR OR
FOUNDATION W/ 1/4"0 FASTENERS 1"
EMBEDMENT 0 24" O.C.
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
FOUNDATION OR BALCONY
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 1 Page 3 - 4
Chapter 3 - Screened Walls & Balconies
2X3 COLUMN SHOWN SIZE
COLUMN PER TABLE 302 OR 304
2-X2-XI/8' ANGLE EACH SIDE -
3/8" DIA CONCRETE ANCHOR
W/2" EMBEDMENT (MIN.) (TYPICAL)
SCREEN (OR
KICKPLATE)
2 EACH #14 SMS EACH
SIDE (1" O.C. MIN.)
Y MWDMUM
' � '• . .`'� moi:..::; .,.
COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1
LOAD CONDITION #1
NOTES:
1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION
2) COLUMN SIZE TO BE DETERMINED BY TABLE 3(2 WHEN POSTS MUST SUPPORT
GUARDRAIL AND TABLE 304 WHEN SUPPORTING SCREEN ONLY COLUMN TABLES
3) WHEN POSTS SUPPORT HANDRAIL/GUARDRAIL FASTEN ENDS FOR DETAIL C2/3
2X4 -COLUMN SHOWN (MINIMUM SIZE
COLUMN FOR LOAD CONDITION #2) PER
TABLE 302 OR 304
.FASTEN POST TO CONCRETE WITH 2" X 2" X 1/8"
THICK ANGLE BY 2" LONG W/ 2 EACH #12 SMS
INTO POST AND 1/410 CONCRETE ANCHOR W/2"
EMBEDMENT (MIN.)('TYPICAL EACH SIDE OF POST)
FASTEN SOLE TO POST USING 2 EACH 10 SMS
FROM SOLE INTO INTERNAL SCREW NES OF
POST (OR, FROM POST INTO SOLE PLA ; OR,
WITH 1"X 1"X 1/16" ANGLE 2" LONG AN 2
EACH #8 SMS INTO EACH MEMBER
MN FOUNDATION FASTENING FOR LOAD CONDITION 2 C2
LOAD CONDITION #2 3
• FOR ALL POSTS SUPPORTING HANDRAIL/GUARDRAIL AND
A=WING TO TABLE 304 WHEN POSTS SUPPORT SCR 9IQC�
Page 3 - 5 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) i n
11
Chapter 3 - Screened Walls & Balconies
NJ IT
PX 2 OB 0 PERIMETER
REFER TO NOTE *1- THIS SHEET
PICKETS MAY BE in SQUARE
(ISN# 5) AT 47/8" (Max) O.C.
Ok V-' SQUARE (15N#13)
Lu AT +5/8" (MA)) O.C. (SEE
FASTENING NOTE BELOW)
tJf LUUJ
11P X 1" X 1/16" ANGLES 2'i LONGiWrTH
Ui_M
�48 X 1/2' LONG S.M.S. *T 6" LEG
PICAL EACH SIDE, TOP WWom)
'
HOST STRUCTURE ELEMENTS NOTE *1: USE 'A00 X 3" LONG LAGS INTO
• WOOD HOST AND 1400 X 21,40 LONG
CONCRETE SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION (Is EMBEDMENT
TYPICAL)/ SPACING 24" O.0 AND WITHIN
4" OF EACH PERPENDICULAR MEMBER
CONNECTION WITH EXPOSED FASTENERS
.
I v
i . . . -1 .
X 2 08 @ PERIMETER
TO NOTE #1 - THIS. PMEFT
.uj
10 S.M.S. FROM INSIDE
—FACE OF I X 2 09 1
SCREW SPLINES
PICKETS
OF71Ll 9B
MAY BE I" SQUARE
(10 EMBEDMENT(ISN#
5) AT 47/8" (Max) O.0
OR, $A" SQUARE (ISN# 13)
L 4
REFER TO NOTE
AT 4-5/8' (MAX) O.C. (SEE
FASTENING NOTE BELOW)
0
*1- THIS SHEET
V X I" GUARDRAIL PICKETS
FASTENED
TOP AND BOTTOM W/ 2
91 fF_
EACH #10 S -M -S- I" EMBEDMENT
'mosT-sTRuc:r.ugjELEmENt
• NOTE #2: IN SCREEN WALLS
• WITHOUT GUARDRAILS, PICKETS
NOT PRESENT. ALL OTHER
ATTRIBUTES OF DETAILS APPLY.
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / IX2 TO IX2 CONNECTIONS
PICKET FASTENING: *10 SMS BY 10 EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
10 PICKET, I EACH END FOR 44' PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
(2007 FditimmN i n
Ln
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Chapter 3 - Screened Walls & Balconies
HOST STRUCTURE.ELEMENTS
h
1" X 1" X 1/16' ANGLES 2" LONG WITH
246 X 1/2" LONG S.M.S. AT EACH LEG
TYPICAL EACH SIDE, TOP & BOTTOM)
i�
REFER TO NOTE # 1- THIS SHEET
r 1 X 2 OB @ PERIMETEk`
CONNECTION WITH EXPOSED FASTENERS
NOTE #1: USE Y."0 X 3" LONG LAGS INTO
WOOD HOST AND 14'0 X 2Y." LONG
HOST STRUCTUU..ELEMENTS CONCRETE SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION (1" EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND WITHIN 4"
OF EACH PERPENDICULAR MEMBER
REFER TO NOTE #1 - THIS SHEET
t l� 2- # 10 S.M.S. FROM INSIDE FACE OF
i 1 X 2 OB INTO SCREW SPLINES OF 1
h X 2 OB (1- EMBEDMENT MINIMUM.)
p i
B REFER TO NOTE 81 - THIS SHEET
1 X 2 OB @ PERIMETER
a r� •
CONNE�WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS C6
3
Page 3 - 9 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS 12007 Friitinnl I n
Chapter 3 - Screened Walls & Balconies
MOST-STRUMM fUMENTS
2- x r x 1/8' ANGLE EACH sIDE
W/ 2 EACH 014 S.M.S.
s
SELECT COLUMN AND POST END
FASTENING CONDITION PER TABLE
302 / 30413Y WIND ZONE
NOTE *1: TYPICAL PERIMETER 1X2 FASTENING TO
f HOST - USE WO X 3" LONG LAGS INTO WOOD HOST
AND 114'0 X 2%' LONG CONCRETE SCREWS INTO
CONCRETE OR MASONRY OONSTRUCnON (1'
EMBEDMENT TYPICAL)/ SPACING 24.O.C. AND
WITHIN r OF EACH SIDE OF EACH POST
POST END TO HOST FASTENING C8
(PARTIAL ELEVATION 0 SCREEN FACE) 3
NOTE: IN SCREEN WALLS WITHOUT PICID:TS MAY BE 1' SQUARE (ISN# 5)
GUARDRAILS, PICXbT'S NOT PRESENT. ALL AT 4-7/8" (Max) O.C. OR, 44' SQUARE
OTHER ATTRIBUTES OF DETAILS APPLY (ISNV 13) AT 45/8' (MAX) D.C. (SEE
FASTENING NOTE BELOW)
- T"�f -'ir r
SELIEGT COWMN AND POST 0b;
F%�NING ODNDTTIONTR
TABLE 31D2/ 304 BY WIND 2 j" X 2' X 1/8" ANGLE EAO 1 SIDE
i W/ 2 EACH 014 S.MIS.
_SCREEN
P/8"0 CONCRETE Aqg10R WR" MIN.
EMBEDMENT (FOR WCONDITION 1)
•A 10 SMS X 1-1/�' t ± j i ; I
' G INTO SOLE PPLATEJim, i D008 LE PLATE
I
.
2560'PSI
1 J4' DIA APPROVED CONCRETE /AN >IORS-0
24-O.C.- AND * TMIN'' OF CONNECTING.
MEMBERS (r WBEDMENT TYPICAL) '
POST TO FOUNDATION FASTENING C7
(PARTIAL ELEVATION 0 SCREEN FACE) 3
PIOTT FASTENING: •10 SMS BY I- DGEDMEW.
INTO KOMT SCREW SLOT(S), 2 EA01 END FOR
1' PICKET, 1 EACH END FOR 1A' PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition)1.0
Chapter 3- Screen Walls & Balconies -Addendum 1.2- (May 2009)
Alloy: 6005-TS - Screen Mesh: 18/14 - Exposure B
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Addendbm Page* 158
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.2 Page 3 -16
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SKETCH OF DESCRIPTION
PREPARED FOR "NOTA FIELD SURVEr
LOT 50, CELERY EST..4TFS NORTH, ACCORDING TO THE PL.4T
THEREOF,AS RECORDED IN PLOT BOOK 7>, PAGES 38-45 OF
THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
I
R
LOT 49
S69 '50 ' 10 "N 125.00'
LOT 51
CITY OF SANFORD . BJILDINS PIAN REVIEW
PIANNItJG A�! BEVEL PMENT SERVICES
APPROVED �-
OATE V • � I�
LIAR 3 1 2011
N
SCALE 1 " 30'
w SURVEY NOT3'
- SETBACK REOUIREYENNM
FRONTa25' THIS IS NOT A SURVEY! THIS DRAMIN6 IS NOT
SLOES= 7.5' ,,rrffD BE USED FOR CONSTRUCTION OR LAYOUT OF
REAR- 20s : SUMMENTS
CORNER LOTS- 15' MAY DIFFER FFOM ACTUAL F � .
- ELEVATIONS SHOW HEREON ARE BASED
ON NORTH AMERICAN VERTICAL DATUN OF 1988.
- SWINGS SHONN HEREON ARE BASED ON THE I HEREBY CERTIFY THAT THE SKETCH OF DESCRIPTION
RECORD PLAT. THE CENTERLINE OF BELLA ROSA SHOWN HEREON IS IN ACCORDANCE NITH THE TECHNICAL
C u CIRCLE BEING SOO.09'50'E STANDARDS AS SET FORTH BY 7NE BOARD'OF
LANDS SHOWN HEREON WERE NOT ABSTRACTED PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J -f7.
FOR EASEXENTS, RIGHTS -OF -MAY, DEED FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION
RES—mZMJiv. GA A&Zlii.—S 4F AEC". 472.027, FLORIDA STATUTES.
S m - LINDEAGROUND UTILITIES FOUNDATIONS OR DIRER
N STRUCTURES NERE NOT LOCATED BY THIS SURVEY.
v
W ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FIRM MAP NO. 12117C 0090 F. EFFECTIVE; -
` 09/28/07 THE PROPERTY DESCRIBED HEREON IS IN G RY . ROC E. LS NO. 6306
' ZONE FLORI A RE67STERED LAND SURVEYOR AND MAPPER. NOT
5 d $ A LETTER OF MAP REVISION ¢GMfV NAS BEEN ISSUED VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED
RECERTIFIN6 THE DROVED ON OF THIS LOT AS r OF A FLORIDA LICENSED SURVEYOR AND NAPPER.
ZONE 'X ' (CASE 09-04-55404).
S.C.N. - SET CNICRFTE xmuw
P.D.C. -POD? OF CfYOBADFJR
Q°� - FLAT
A/C - Am Cm=mm IYIIT
PR - FROM=
F.C.N. - FmW CaVERM MWAR :T
P.O.B. - PDD? OF �IDIVDI9
fG - CALCLLZA D IQ;Au1rMNr
EL - ELEVA77ON
Cov. - Me=
F. I. R. C. - FDUm zrm RDD AND CAP
P.O.T. - PDDR DF 7Ela1IN6
00 -FIELD I�ASIDiDt<M
FNC - FEXX
gg//NN - SIDEM"
F.I.R. - FMW Zw ROD
S.7.R.C. - SET DW ROD AND CAP
�IGD - Fmme NAIL AND a=9
P.C. - PDDR OF 0MATUff
P.I. - PDDR OF INTERSECTION
P.T. - POINT OF TAOW.WY
ml - OFA OR OESCU"m
A - DE7.TA OR CENTRAL ANGLE
R - F wus
FF - FDQSNED FLOOR ELEVAT701
D.U.E. AND UnLTTY EASMW
LS - SUiYEM
D/11 - ORIYENAY
CC//LL - OENIEALDE
R - CD twm
- FDUm
U.E. -UTILITY EASEMENT
A - AFC LEITH
AM - R76HT MAY
AES. - RESIRM
RC. P. - Pavttm NT CUTTROI. PODiT
D.E. - DRLDIA6E EASEMENT
LB - LIGETLSED
P R.M. - PFRNANEIR RFFEAEI NOtADfEM
ESlff - EA+FAm:T
FRANKLIN, HAR T & REID
CIVIL ENGINEERS - LAND SURVEYORS
1368 EAST VINE STREET, KISSIMMEE FL 34744
PHONE 846-1216 FAX 846-0037
CERTIFICATE NO. LB 6605
PHUJtGI 1NI-UHMAIlUN
r
B NO. 119682AWN BY: TOF
VIEWED BY. GRP