HomeMy WebLinkAboutBUILDING PERMIT APPLICATIONDATE:I PERMIT NUMBER: (I -G I ��
J Yes PLANNING & DEVELOPMENT SERVICES DEPARTMENT
r BUILDING & CODE REGULATIONS DIVISION
*: 2300 Virginia Avenue
Fort Pierce, FL 34982 SCANNEp
(772) 462-1553 BY
APPLICATION FOR REPLACEMENT OF St. BY
County
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: �Pa Oa �uY1
2. PARCEL ID NUMBER:
3. DESCRIPTION OF PROJECTOR WORK ACTIVITY:
4. TYPE OF STRUCTURE: SFR
5. OWNERS INFORMATION I_ ` (`
Name: S� G.C. )(J\
Address: S �DS4-
City: F74_ P1 f�tate: P- I
Zip: 3 �jU Phone: (A - I I I
HOME
OTHER
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #: TQ UY1
Business Name•cx.`C� i
Phone Number: Q ��-� (O�
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model #
Method of Attachment #
Florida Product Approval #
pp
120 mph
1130 mph
140 mph
Windows & Skylights
Exposure B
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size -7
- 35 .
-"'• 3g
-tea, • O
C- Size
7. VALUE OF CONSTRUCTION: $ �'D yS . CZ) FEES DUE: 4w 1 • `-' 0
RECEH`T: !� 1y `I2—
OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with alll' applicable laws regulating construction and zoning.
PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALItIER/OWNER
STATE OF FLORIDA, COUNTY OF �,p
ACKNOWLEDGED BEFORE ME THIS � DA OF 20� BY Qel.N�>� `_`\\\ WHO IS PERSONALLY KNOWN TOME OR WHO
HAS PRODUCED AS IDENTIFICATIO .
SIGNA=OFNOTARY TYPE OR PRINT NAMV, OF NOTARY
TITLE: NOTARY PUBLIC COMMISSION NUMBER D� (`��� 5�
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TIFFAW A. LEE
* * MY COMMISSION t DO 965525
EXPIRES: April 26, 2014
'rEOF ���� Banded Thru Budget" Services
HEIGHT W OF B 6 U-BARS SECTI04 /14ASC
UP TO 7'C 1 6 METAL SCREWS
7.7 TO 9'9' S B
9'0' TO IO6' 6 9
10'9' TO 12'3' 7 11 1/4'.3//' SELF
12'6' TO 14W 9 ]2 o TAPPING SCREWS W
14'3• TO I5'9' 9 14
wARO� ID KAru 1601Y 10
MAX SECTIRN HEICM . 1' 14 G ElID HINGES 16 C_ IHIERYFDNIE HINGE
vEw •B AEw 'c
NAAK ,n'.,s-. RAWCE
WAzrc
W x�-e/R'n�I/e'.
(1) INIFRYEDNTE SRE BETWEEN EACH EMBOSS [(3) STILES PER
SECTM AT 9.0• WIDE]. EACH NTERM. STILE ATTACHED WITH TOC-L-IOC
(TOP ! BOTTOM) AND URETHANE ADHESNE (ALONG CENTER)
A END STELES ATTACHED TO DOOR
SKIN WITH PATENTED TOO-L-LOC
SYSTEM (TOP, BOTTOM, & CENTER).
y y
y y
y y
y y
SEE END 14NCE
VIEW B.
• �
i'll-II'll_II'll_II'll�ll��
"
�
6�16BBBBBBBBBBB�6�
All
IlWN
I1=111
I W-11I
irmiIIE
25 GA MN. G-40 GAY.
STEEL SKIN WITH A
BAKED -ON PRIER AND
A BAKED -ON POLYESTER
TOP COAT APPLIED TO
BOTH SIDES Of STEEL
SKI.
SEE NTERMED. HINGE
NEW C.
`INTO POINT LOOKING ,
INTO (RACK FnFNr. E� �� �• I , KM�
EDT aNmL-nssn-1R�
JAMB CONFIGURATION
SECTION A -A
3' TALL U-BAR
:K 20 CA GALV. STEEL
MIN. 'OLD STRENGTH. 50 KSI
-d 3' 1-
1-7/a'
T
CA GALV, Sim TOP
LLER BRACKET. EACH
ACKE7 ATTACHED W/(4)
l.5/e• SHEET METAL
R
LAP JOINTS
14 GA GALV. STEEL END HINGE
FASTENED TO END STILES W/(4)
EACH /14K5/B" SHEET METAL
SCREWS & (4) 1/4' SELF
TAPPING SCREWS.
3' TALL K 20 GA. GALV. STEEL
U-BARS IN A 2-1-2-1 PATTERN
Q.E. TWO U-BARS ON BOTTOM
SECTION, ONE U-BAR ON NEXT
SECTION, ETC.). EACH U-BAR
ATTACHED WITH (2) 1/4'0/4' SELF
TAPPING SCREWS PER STILE
LOCATION.
3 GA CALV. STEEL BOTTOM BRACKET.
TTACHED WITH (2) /14.5/6' SHEET METAL SCREWS.
UMINJ EX USION
& VINYL WEATHERSTRIP.
VFRTI(• -uuB AP ^HYFNT (WOOD FIAT Inn .cl: STOP MOUI.DRNG BY DOOR
3/6'.3' LAD SCREWS ON 24' CENTERS. 1-1/a' O.D. WASHER REQUIRED, LAD SCREWS MAY BE iR)yy' �F(,fi(y i; 'iif�y' RETAILER (TO SUIT)
COUNTERSUNK (BUT HOT REIXXRED) TO PROv1DE A FLUSH MOUNTING SURFACE. HORQOHTA 20 GA MN, GALV. STEEL END STILE
,IAMBS DO NOT TRANSFER LOAD. 2.6 YELLOW PINE JAM 20 GA MIN. GALV. REEL NTEAM. STILE.
12 C GALV. STEEL TRACK
3/e•.3• SLEEVE ANCHOR BOLTS TON 24• CENTERS (2,000 PSI MN. CONCRETE). WASHERS BRACKET FASTENED TO WOOD
INCLUDED M01 SLEEVE ANCHORS. ,NAB WITH OE 5/16•.1-1/2-
OR WOOD LAG SCREW PER BRACKET.
1/4-.3TAPCON SCREWS ON 19- CENTERS (2,Ow M MIN. CONCRETE) OR TO- CENTERS 16 GA QLLV. STEEL INTER. ONCE FATTENED
(C-90 BLOCK). 1- O.D. WASHERS REOUNED WTIH TAPCONS, 2' G1LV. STEEL TRACT( TO CENTER SOLE WA4) EACH 1111.6/6•
ANCHORS MAY BE COUNTERSUNK (BUNT HOT REQUIRED) TO PRONOE A FLUSH COUNTING FASTENED 1D TRACK BRACKETS. SHEET METAL SCRAMS
SURFACE HORIZONTA JAMBS DO NOT TRANSFER LOAD. EACH BRACKET ARACHFD WITH 7/11 ROM PVSNUT IS NSTAIFD ON EACH
REFER TO OASL4A TOS-161. A LICENSED DESIGN PROFESS04AL ONE 1/{•.S/a- BOLT ! NUT ROVER sHMFr. (NOT REOARE'D FOR TOGAS)
MAY ALSO HE EMPLOYED TO MPfROVE ALTERNATE FASTENERS AND/OR ,IAMB CONMURATKINS. 1WO 1/4' TENETS. 1♦ GA GTIV. STEM. END HINGE FASTENED TO FED
.16119__C OQtl STAES W/(4 EACH /1N5/6' SHEET HE
SCM.M5 ! IAL
) 1//' SELF iAvc1HC SGEWS.
2' 10 BALL STEEL ROLLER
IYPACf R615UNT ASSEYBLT DE'fN5 STANOARO ASSF,YBLT DETAILS ` 'WITH STEEL OR NYLON TIRE.
DIY1111EM0 l Ol i�E.! OMWINO I Ol JA4M a�E (1(JN OE 'LAMBS BY OILERS
SECIDN B-B DMPA(T-RFS6TANT GLAZING OPOOMIsisammi _AESIGN'OFTHE
Ejff RING SIKUCTNN.LO_
1 $TwLt BE ll$
TEES IElib{IY 9F:JRE..
yr PROFE$$IONAL OP RECORD
BUILDING OR
STRUCLRE AND IN
ACCORDANCE Wt CURRENT
" BUll-D! CODES FOR THE
LOADS LISTED ON THE
Ilnu.a rw4 `4 � DHIIWING.
I•
T146 DOOR MEETS OR EXCEEDS THE DESIGN
THIS DOOR MEETS OR E`CEITS THE DESIGN
LOADS FOR THE AD SPEEDS USIED BELOW
LOADS FOR THE WIND SPEEDS US1E0 BELOW
ACCORDING TO THE FLORIDA SLOG. CODE
OR IBC ASCE7) FOR THE FOLLOWING
CON 1) FYfv 2) DOOR
ACCORDING 70 THE FLDROIA BLDG. CODE
OR NC /SCE7) FOR THE FOLLOWING
CONDRq 1) �AL[fNLY-ENL'L= B,N
RLI1[.
HAS 2' OF WIDTH N BUKDINC s ENo Zo/E.
3) IMPORUNCEEF t ry)5oxEA
2) DOOR HAS z OF WIDTH N BUILDING'S
F 3) R MANSE FACTOR O" lF 4
END
ANY
WIND SPEED MPH 5120 1b
1b 11D
WND SPFEO MPH 5110 120
i
1b
EXPOSURE LEVEL B w C B
C 8
IXPOSIRLE LFVFL B Wr C B
C
B
MEAN ROOF HEIDHT 30' b'
25' 30'
MEAN ROOF HEIGHT b'
11� TIVa ir_re®oM_al7nll
Lao vno or THn ooa. /IDRQONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUff),I(
e' TALL DOORS AND uwDER
MI 13 GA GALV.STEM SRO FLAG BRACA" WITH
EACH FASTENED TO WOOD REAS WITH
(2' S/16'S-5/B• (AG SCREWS.
Y GALV. STET TRICK,
TRACK TMCKNFSS:.OBO' W.
u 30' TYP. 2-1//2 .12 GA GALV. STEEL TRACK BRACKET
MAX (53 1RIGk BRACNEIS PER SDE J.UP TTO 10' HNiH33 C
�m PER
D6FANCETRACKBETWEEN FLAG AND TOP PTRACK72BRACKET i
g NOT TO EXCEED 30' O.C. 8
mill -
(TYP
O O i
NML
2 FOR DOORS OVER O
b (TAP u4• vK 12'-O' HIGH. TRACK b
M+' 1x• CONFDUM110N SHALL NOT
6r EXCEED MAXIMUM SPACING
3-1/2' NT4A AW' PROVIDED. CONSULT FACTORY O
1 N 7 Nm FOR MORE DETAIL E ROD.
HEADROOM
AVAILABLE
1
HF _ _ _ AVALua !.Y
3' TRACK AVAWABIE AS
BEEPED.
Clopay OA� ./1 /95
TEi
3 15 5
uilding Products �NUON 4504o aRAWM a" mww
ORl Orl (513) 770-48M
CHECKED BY,
CI,,pW Cwp ra- AN RWft R-wiL
HORQONTK
ODOR
DDORs oaER s' TALL
13 GA DAM STEEL FIR. BRACKET.
EACH fASTDMED TO WOOD JAMB WON
(3) s/16'd-S/6' WOOD LAC SCREWS.
DOOR
IEIOM I 'L'
2' GALV. STEEL TRACK,
NN. TRACK THICKNESS: .OBO•
6-0
TYP. 2-1/2'.12 GA GALV. STEEL TRACK BRACKET.
(4) TRACK BRACKETS PER SIDE
DESIGN LOADS: +38.0 P.S,F. & -42.0 P.S.F.
TEST LOADS: +57.0 P.S.F. & -63.0 P.S: .
ODE VINq (WD RATBL M4XEMI9111m1L SIZE'
�/6 9'0'W X 16'0"H
DESCRIP71M CLASSIC AND CH RP STEEL PAN
SINGLE -CAR, 9'W +35/-42 PSF
B DRAVING "'ER'
VEIN
101348 - A/B IBC
Florida Building Code Online
Page 1 of 6
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Product Approval Menu > Product or Application Search > Application List > Application Detail
>< Communitv Plannino
Housing and FL # FL5675-R6
Application Type Revision
x Emergency Code Version 2007
x Office of the Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
(513)770-6062
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Scott Hamilton
developed the Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA Inc.- ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 05/21/2028
Validated By Gary Pfuehler
Validation Checklist - Hardcopy Received
Certificate of Independence FL5675 R6 COI Certification of Independence of Validation Entity -
Gary Pfuehler.pdf
FL5675 R6 COI Statement on Independence of Evaluation Entity_
ScottHamilton.odf
Referenced Standard and Year (of Standard) Standard Year
ANSI/DASMA 108 2002
ASTM E330 2002
file://\\depotserver\gdd shared files\SPEC SHEET-MANUALS\CLOPAY SPEC SHEETS\F... 8/5/2011
Florida Building Code Online
Page 2 of 6
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Go to Pa e
X Go to specific Page
TAS 201 1994
TAS 202 1994
TAS 203 1994
Florida Licensed Professional Engineer or Architect
FL5675 R6 Eouiv 20100831 - FBC - DASMA 108 eauiv.pdf
Method I Option D
02/11/2011
02/18/2011
02/24/2011
04/05/2011
04/18/2011
x Go to First Page X Go to Previous Page
_ Page 5 / 7
X Go to Next Page !t . Go to Last Page
FL #
Model, Number or Name
Description
5675.81
W6-09 DSIU-1F171: 9200, 9201,
Double -skin Insulated PUR (exterior skin 27 ga. min.;
9203, HDP20, HDPF20,
interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
HDPL20, 7200, 7201, 7203,
WINDCODE® W6 Garage Door
8200, 8201, 8203
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5675 R6 ii 104184-B-Rev00.ndf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +37 PSF/40 PSF
Evaluation Reports
Other: The standard glazing available for this product
FL5675 R6 AE CBPC 090630-A.Pdf
meets the wind load requirements of the building code
Created by Independent Third Party: No
but DOES NOT meet the impact resistant requirement
for windborne debris regions.
5675.82
W6-09 DSIUO-IK479: Canyon
Double Skin Insulated PUR (exterior skin 27 ga. min.;
Ridge/Brookstone
interior skin 27ga. min.) with Overlay Single -Car (up to
9'0" wide) WINDCODE® W6 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5675 R6 11 104265-A-Rev0l.ndf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +38 PSF/42 PSF
Evaluation Reports
Other: Solid doors (no glazing) are impact -resistant
FL5675 R6 AE CBPC 090630-A.odf
(large missile impact).
Created by Independent Third Party: No
5675.83
W6-09 DSIUO-IK479: Canyon
Double Skin Insulated PUR (exterior skin 27 ga. min.;
RidgeBrookstone
interior skin 27ga. min.) with Overlay Single -Car (up to
9'0" wide) WINDCODE® W6 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
1=l_ 5675 R6 11 104265-B-Rev0l.pdf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF
Evaluation Reports
Other: The standard glazing available for this product
FL5675 R6 AE CBPC 090630-A.odf
file://\\depotserver\gdd shared files\SPEC SHEET-MANUALS\CLOPAY SPEC SHEETST... 8/5/2011
Florida Building Code Online
Page 3 of 6
meets the wind load requirements of the building code
Created by Independent Third Party: No
but DOES NOT meet the impact resistant requirement
for windbome debris regions.
5675.84 IRMOM
RIM WPAN-2F153: 73, 75, 84A,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide)
94, 42, 48, 42B, 48B, 4RST,
WINDCODE8 W6 Garage Door with Optional Impact-
6RST, GD5S, GR5S, AR5S,
Resistant Lites
ED5S
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL o75 R6 II 101348-A-Rev14.vdf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF
Evaluation Reports
Other: Solid doors (no glazing) or doors with optional
FL5675 R6 AE CBPC 081027-A.vdf
impact -resistant glazing are impact -resistant (large
Created by Independent Third Party: No
missile impact).
5675.85
W6-09 PAN-2FI53: 73, 75, 84A,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide)
94, 42, 48, 42B, 48B, 4RST,
WINDCODE® W6 Garage Door
6RST, GD5S, GR5S, AR5S,
ED5S
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5675 R6 II 101348-B-Revl4.ydf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +38 PSF/42 PSF
Evaluation Reports
Other: The standard glazing available for this product
FL5675 R6 AE CBPC 081027-A.vdf
meets the wind load requirements of the building code
Created by Independent Third Party: No
but DOES NOT meet the impact resistant requirement
for windbome debris regions.
5675.86
W6-09 PAN-2F443: G4S, GS4,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)
GD4S, GR4S, G4SV, GS4V,
Single -Car (up to 9'0" wide) WINDCODE® W6 Garage
GD4SV, GR4SV, E4S, ED4S,
Door
E4SV, ED4SV, SS4, AR4S,
SS4V, AR4SV
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5675 R6 11 103488-A-Rev0.vdf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +37 PSF/-37 PSF
Evaluation Reports
Other: Solid doors (no glazing) are impact -resistant
FL5675 R6 AE_CBPC �081027-A.vdf
(large missile impact).
Created by Independent Third Party: No
5675.87
W6-09 PAN-2F443: G4S, GS4,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)
GD4S, GR4S, G4SV, GS4V,
Single -Car (up to 9'0" wide) WINDCODEO W6 Garage
GD4SV, GR4SV, E4S, ED4S,
Door
E4SV, ED4SV, SS4, AR4S,
SS4V, AR4SV
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5675 R6 lI 103488-B-Rev05.vdf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +37 PSF/-37 PSF
Evaluation Reports
Other: The standard glazing available for this product
FL5675 R6 AE CBPC 081027-A.adf
meets the wind load requirements of the building code
Created by Independent Third Party: No
but DOES NOT meet the impact resistant requirement
for windbome debris regions.
5675.88 W6-09 PAN-217446: G4L, GL4,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)
GD4L, GR4L, G4LV, GL4V,
Single -Car (up to 9'0" wide) WINDCODEV W6 Garage
GD4LV, GR4LV, E4L, ED4L,
Door
E4LV, ED4LV, SL4, AR4L,
SLAV, AR4LV
Limits of Use
Installation Instructions
file://\\depotserver\gdd shared files\SPEC SHEET-MANLJALS\CLOPAY SPEC SHEETST... 8/5/2011
TABLE 1:609.
E[E;_�MQS
MEM'toa1= 14OGFYr EXPOSURE
veeo B D
1s COO
1-2-1
1.0
20.. 1.0
1.29
1.55.
-5 1-10OF
1.35
1..51
35 1.05
1AS
f.7.0-
4D IM
1.49
A.74
45 1.'i2
1 53
60 1�1S
I 1 .
1.81
55 1-19
, > 1:,
#.
60 1 22-
1_6
187
° :16"
FORMULA FOR DESIGN PRESSURES
Example: 25 ft mean roof height, exposure C
16 X 7 Door 140mph.
Pressure Exposure C multiplier Reg. Design Pressure
29.7
X 1.35
= +40.095
-33.1
X 1.35
=-44.685
Garage Door must be rated at +40.1/-44.68
minimum. This formula must be completed
for exposure
C:
-------------------------
Pressure
Exposure C multiolier
--
Reg. Design Pressure
k , O
X
::s\ - c3c) (+)
Z6, \
X
'35. k o (-)
SW t
AMA
Is%6tyi - said
Mrs
3
Eat85
q
is
110
120
13
140
10
-0.
t161.41A
:1t.
Ub 457
- {&
�f3:�. 22.7
':2.T.. .,�
275 -k.S
3:1.�` 4
1.1.
[a
7
1 $ ��
t 3
9 -17.
14 -2'11
.' .,;, :t
M'. 411 1 Ike - .
L10
'
7
11: 42.E =14.5 .
S81-17 3
ISM- 1:E
218 25.E
� =.
: `31:� .1
��.tro 412
16
r
119 -�
1Z 43.7
15.2' :-1
€5.3 -M4
2't!:1 ., 2,0
- . :6 -29 5
A7 - 1
' :1_ _��
-
Property Appraiser - St.Lucie "nty, FL
Page 1 of 1
St Lucie Habitat for Humanity Record: 1 of 1
Property Identification
Site Address:
6202 Deleon Ave
Sec/Town/Range:
01 :34S :39E
Map ID:
13/01S
Zoning.
RS-4
Ownership and Mailing
PROPERTY RECORD CARD
«Prev Next »
Spec.Assmnt Taxes
Exemptions Permits Home Print
��CIEC0G
ParcelID:
1301-612-0081-000-7
Account #:
2842
Land Use:
SF Res
City/Cnty:
St Lucie County
Owner:
St Lucie Habitat for Humanity
Address:
702 S 6th St
Fort Pierce FL 34950-8342
Sales Information
Date
Price Code
Deed
Book/Page
6/24/2011
53000 0117
WD
3304 / 0286
6/28/2007
104000 00
WD
2847 / 0774
6/7/2007
79000 00
WD
2832 / 2366
2/1/1981
8000 01
CV
0348 / 0038
9/1/1978
38900 00
CV
0295 / 0488
6/1/1977
3000 00
CV
0270 / 2851
Legal Description
LAKEWOOD PARK -UNIT 10- BLK 122 LOT 1 (MAP 13/01S) (OR 3304-
286)
Assessment 2010 Final
Total Land and Building
2010 Final:
62000
Land Value: 13400 Acres: 0.37
Assessed:
62000
Building Value: 48600
Ag.Credit:
0
Finished Area: 1344 SgFt
Exempt:
Taxable:
Taxes:
1288.62
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
SA - Asph Shingle
RoofStruct:
GA - Gable
ExtType:
HD -HD
YearBit:
1978
Frame -
Grade:
D - D
EffYrBlt:
1978
PrimeWall:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
1
SecWali:
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWali:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHUFI:
STD
1/2Bath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units Qual. Cond.
YrBlt. No. Land Use
Type
Measure
3CNT - 3CNT
S 1
1 AV AV
1978 1 0100-SF Res
BI -Front Ft
121.7
SDSF - SITE DEV S-F
Y 1
1 AV AV
2001
Depth
131
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/prc.asp?prclid=130161200810007 8/5/2011