HomeMy WebLinkAboutSUBMITTED PAPERSI►► a-0-�i--s
Permit Number:
_�
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue st,
Fort Pierce, FL 34982
772-462-1553
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS �� �1' 1
SEEREVERSE SIDE FOR INSTRUCTIONS DATE:
1. LOCATION/SITE ADDRESS:' Nj ) tan tW
2. PARCEL ID NUMBER: `-F` 0 Q ' M om I.A.J -
SC41NED
L Uci� C
OUntl .
3. DESCRIPTI,ON, OF V1jOjV1 ',1' Ox WORK IV I-I-Y :
4. TYPE OF STRUCTURE: SFRy
5.
104
L
MOBILE HOME OTHER
6. CONTRACTOR'S INFORMATION
�-n FL Reg/Cert #:
V 1'/ County Cert #:
Business Name:
WU4 MY
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 #
120 mph
130 mph
140 mph
i q a- � �
Windows &Skylights
Ex osure B
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
7. VALUE OF CONSTRUCTION: $ 0 q ,0) FEES DUE:
RECEIPT:
OWNER'S AFFIDAvtT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance�l w'a� a� .
applicable laws regulating const ction a onin
FIM'rnl I (nl.��l�___���j,,, lJ` --04
PRINT QUAtLIFIERS/OWNERSNAME GNATUR11OF 10
ALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF ! I�/ ►�(� ��1/f
ACKNOWLEDGED BEFORE ME THIS DAY OF 2011 BY lil 1 1 ' 1 l�"�WHO I ERSONALLY KNOWN TO ME R WHO
HAS PRODUCED AS IDENTIFICATION.DIM In
W,
OUIAKI
SIGNA" RE OF NOTARY ����TYP�ESO � RINT NAME OF NOTARY
TITLE: NOTARY PUBLIC 9AAA
Notary public Stafe oNU BER
Meagan ChurchMy Commission 00986684
Expires 0�/1412013
ST. LUCIE COUNTY Vinyl Siding
NOTICE 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
[]Attach 2 copies of the NOA or Florida approval with details to the product being used
INSTRUCTIONS
Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed.
This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise
included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of
structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors &
Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application
includes:
l . LOCATION/SITE ADDRESS: .............................................
2. PARCEL ID NUMBER: .......................................................
Indicate the street address, or general location, of the property on
which the building activity is taking place.
Indicate the Property Tax Identification Number for the property on
which the building activity is taking place.
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application.
4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which
the product is to be installed.
5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County
contractors registration numbers, and the name of the business doing
the work.
6. VALUE OF CONSTRUCTION: ..........................................
Indicate the total value of the work to take place. Total cost of
construction includes all material and labor costs associated with the
building/construction activity. The value of construction is used to
determine the amount of permitting fees to be assessed. St. Lucie
County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures
are not consistent with similar types of construction.
All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration
Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no
later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this
application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM
- 5:00 PM), Monday through Friday.
Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections
may be made by calling (772) 462-1261.
SLCCDV FORM NO: 006-05
I� l
low XM
max S'l ZJ� P-19.4a.00
Lull
t4 a PS
MIAMF MUM-DADE COUNTY, FLORIDA
f METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
BUILDING CODE COMPLIANCE OFFICEt(gMIAMI, FLORIDA 33130-1563
PRODUCT CONTROL DIVISION
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) 0&
www.miamidade.cov/buildingeode
Amarr Garage Doors.
165 Carriage Court
Winston-Salem, NC 27105
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed by Miami -Dade County Product
Control Division and accepted by the board of Rules and Appeals (BORA) to be used in Miami Dade County
and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product
or material fails to perform in the accepted manner, the manufacturer will incur the expense of such
testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material
within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by
Miami -Dade County Product Control Division that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida.
Building Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Model 950, Heritage 1000 & 2000 Short, Long and Flush Panel.
APPROVAL DOCUMENT: Drawing No. IRC-9518-165-26-I, Sheets 1 through 2 of 2, titled "Model 950
Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel", dated 06/07/07, prepared by Amarr Garage
Doors, signed and sealed by Thomas L. Shelmerdine, P.E. Bearing the Miami -Dade County Product Control
Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control
Division.
MISSILE IMPACT RATING: Large & Small Missile.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1, evidence page E-1 as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No: C 7-0820.04
Expiration Date: October 4, 2012
Approval Date: October 4, 2007
7 ,0) Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. IRC-9518-165-26-I, Sheets 1 through 2 of 2, titled "Mode1950 Heritage
1000, 2000 Short Panel, Long Panel, and Flush Panel", dated 06/07/07, prepared by
Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE.
B. TESTS
1. Test report on 1) Uniform Static Air Pressure Test, per FBC TAS 202-94,
2) Large Missile Impact Test, per FBC TAS 201-94,
3) Cyclic Wind Pressure Test, per FBC TAS 203-94,
along with marked -up drawings, prepared by American Test Lab, Inc., Report #
ATLNC 0604.02-07, dated 06/30/07, signed and sealed by David W. Johnson,
P.E.
2. Test report on Evaluation of Painted or Coated Specimens Subject to Contusive
Environments, per ASTM D1654-92 & ASTM B 117-95, prepared by ETC
Laboratories, Report # ETC-03-816-13287.1, dated 07/15/03, signed and sealed
by Joseph L. Doldan, P.E.
C. CALCULATIONS
1. Calculations prepared by Structural Solutions, P.A., Project 07-055, dated
07/30/07, signed and sealed by Thomas L. Shelmerdine, P.E.
D. STATEMENTS
interest letter issued by Structural Solutions,
1. Code compliance and no financial
PA., dated 07/30/07, signed and sealed by T. L. Shelmerdine, P.E.
2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated
07/25/07, signed by Danny Joyner, Applications Engineering Manager.
E. MATERIAL CERTIFICATION
1. Test report on Tensile Test for 3 Samples per ASTM E8, prepared by
Hurricane Engineering & Testing Inc., Report # HETI-07-T735, dated 06/26/07,
signed and sealed by Candido F. Font, P.E.
LO7
los M. Utrera, P-E.
Pr6duct Control Examiner
NOA No 07-0820.04
Expiration Date: October 4, 2012
Approval Date: October 4, 2007
E-1
140A DU ASAFE
13 GA 012m GALV, STEEL
CENTER HINGE ATTACHED
COMMERCIAL TOP ROLLER
)RACKET ATTACHED V/u
ADJUSTABLE ROLLER CARRIER
ATTACKD W/ B) 1/4' x I/e'
®
V/ U) 1/4' x 3/1•
NEB MEAD SCREWS
1/1' x 3/4• HEX HEAD
BOLT B NIT PER )RACKET
SCREVS PEQ SAACKEI
S 1/B' IBGA, R-TRUSS ATTACHED
V/ (2) 1/4' x 3/4'
HEX HEAD SCREWS AT
EACH CENTER STILE
R
83
E' 10 SALL STEEL AS' STEM
1/B'H X IB GA. a' R-TRUSS)
R
4RRICANE ROLLER W/ 7/I6'
TTACHED V/(9 V4' X 2/4'
ETADICR FOR tQN-THSR4l'
H[AD SCRCVS AT fNDSi1LCf AND
(e) UNDER EACH MNGE To BACK SKIN
TYPICAL TOP FIXTURES_1
ILTA
TYPICAL DURASAFE
N.T.S.
CENTER HIKKI 0
C
j�rr>V-(i »+cniFgiyi^$LYiDlttrO
INSIDE ELEVATION INTERIOR OF GARAGE
n•rjjjd'�yppp COL.
N,T'S. MAX. WIDTH 10'0'
jLKe /
04
VERTICAL JAMB
DESIGN
Zp�
FArnen DscLl- rva1 C,7o'.:L
LOADS
+378.0 LBS/FT
-414.0 LIS97
7-1
SEE NOTE 2 ON PAGE 2
WOOD BLOCK BEHIND EACH END STILE (V PER SECTION
3 3/4' MIN.
-VE' SECTIONS)
7 % B SOUTHERN YDlOw PiN[
ODN i SIDCRf
I
1-1/e' X e-S/6' % 17-1/C• (:C SCLTIp(S)
(NO. 2 OR DETTTR)
III e0 .1.CENTER ITAES
IFTIONAL STOP MOULDING
ATTACHED WITH (E) CLINCAEO HINTS
20 GA GALV, Si[a END
V/ FLEXIBLE SEAL
<SU►PLIED BY INSTALLER)
AT THE TOP AND BOTTOM RAIL
AND ADHESIVE TO INTERIOR PACE
STILE ATTACHED WITH (7)
LINCHED
SKIN AND(9) AT THE OP
JAMS BOAC%Cti; A�TE01E� 1:0
AND BOTTOM RAIL
S t/E'H
a•
I46A DIRASAFC ROLLER CARRIER ATTACHED TO R
V/ (3> L/4• x 3/4' HEX HEAD SCREWS
TRACK MOUNTING DETAIL
N.T.S.
ED GA GALV. STCEL UNIVERSAL
DOUBLE END STILE AT TALHED
WM (E) RIVETS OR CLINCHED
JOINTS TO DOORS SKIN AT TOP
AND BOTTOM
e4 DA (AW P
W/ G40 (
BAKED ON
TYPICAL DURASAFE END MINE 3
N.T.a
STRUT ATTACHED
'4' X 3/4• HEX
RCVS AT END AND
NTER STILE
BOTTOM BRACKET 13 GA
WIN.) THICK ATTACHED
V/a) 1/4• X 3/4' HEX
HEAD SCREWS
TYPICAL BOTTOM BRACKET 4
N.T.S.
WOOD JAMB ATTACHMENT TO STRUCTURE
2 X e VMTICAI JANA ATTA .HYMT TO ■GOO FRAMF -LYRICIRE
5/16' X 3' LAO SOREINS STARTING 6' FROM ENDS THEN 16' O.C. (1 1/4' EMBEDMENT)
NLTI XMK DOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 2C O.C. (2 1/2' EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8- X 2-3/4' STARTING 6' FROM ENDS THEN 12' O.C. (1 1/4'
EMBEDMENT)
ITW/RAMSE:T REDHEAD (TRU-BOLT) 3/8' X A' STARTING 6- FROM ENDS THEN 20" O.C. (2
1/2- DAKMAV4T)
2A 6 VERTX•Y JAH48 ATTACHMENT TO C-20 BLOCK
MILTI SLEEVE ANCHOR 3/S' X 2-3/4' STARTING G' FROM ENOS THEN 12- O.C. (1 1/4'
EMBEDMENT)
ITM/RAMSET TAPCON 1/4' X 2-3/4' STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS
(3- APART) AT B• O.C.(1 1/4- EMBEDMENT)
-LAGS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A PLUSH MOUNTING SURFACE.
'PREPARATION OF RD00 JAMBS BY OHERS
Mm) CdREREIAI
KTURE ATTACHED W/(4)
3/4' HEX HEAD SCREWS
N END STILE
All[ SLIDE BRACKET ATTACHED
114' x 1/E' BOLT AND NUTS
SECTION S 1/2 M X IB GA,
R-TRUSS) G&W. STEEL R-TRIO
ACHED IN CENTER OF SECTION
(3) 1/4' x 3/4' HEX HEAD
EVS AT EACH END STILE AND
VERSAL STILE AND (M
x 3/4' HEX HEAD SCREWS
CACH CENTER STILE
STRUT ON
SECTI
N. .ON A —A (SIDE VIEW)
HEY 1 DD7 WU OF WYM
MAX SIZE
16' X 14,
DESIGN LOAD
4.42.0 PSF
-46.0 PSF
MISSLE
,5
163 CARRIA¢ COURT VDRTOtL(LEN NC. 97105 YWANAARJXM
YODEL 950 TIMI[AGB 1000. 2000
Short Panel, Long Panel, end Flush Panel
9d B owmm DBT B97u ODAM 0aEIlA)b? IRCpA68-N16726-1
DOOR BIOMES L 9RI M PE UC IA 001" M7 1 OF 2
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+378.0 LEIS/FT k —414.0 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.022) MIN. EXTERIOR SKIN
ROLLED FORMED, G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH
5. DOORS USE (1) 5.5" 18GA R—TRUSS PER SECTION
AND (1) 3" 20GA STRUT ON THE BOTTOM SECTION,
S. REFER TO TABLE 1 FOR SECTION CONFIGURATION,
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WINO LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
S. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE
WITH THE PROCEDURES DESCRIBED IN ASTM E330-02, ASCE 7-02, AND
FLA.. BUILDING CODE PROTOCALS TAS 201, 202. 203 WIND LOAD DESIGN
CRITERIA.
9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE.
A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE
TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVEO LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A
YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH
OF 35,7DO PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR LADE
COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
13 GA. FLAG BRACKET ATTACHED TO WOOD
JANBV/ (3) 5/16 DIAL X 1-5/8' LAG BOLTS
AND TO TRACK V/ (4) 1/4-20 x S/B' TRACK
SPLICE BOLTS AND NUTS
TABLE 1
��00�00�0
SPLICE TRACKS AT THIS LOCATMN
V/ 445 1/4•-BO TRACK SPLICS BOLTS L NITS
SECLRE TO JAMB VITM CD S/16' B106 M 1-5/9-
LAG BOLTS
(D 5/16' DIA " 1-S/B'
LAG BOLT ATTACHED TO JAMB
AT EA JAMS BRACKET
12 GA. GALV. STEEL
JAMB BRACKETS
ATTACHED V/ (1) V4•-EO R S/B•
TRACK SPLICE BOLT 4 NUT
SEE (TABLE 2> FOR
JAMB BRACKET SPACING
STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS
N. T.S
TABLE 2
DOOR
HEIGHT
TRACK ATTACHMENT
SPLICE
A
B
C
D I
E
F
G I
H
I
J
K
L
M
N
S
8' 8"
3"
14"
27"
38"
48"
S8"
64'
70"
T
3'
14"
27"
38"
46"
58"
88"
78"
T 8'
3'
14"
27"
38"
46"
58"
68"
78"
87
8'
3"
14"
27"
38"
46"
56"
88"
78"
88"
8' 8
V.
4"
27"
38"
48"
58"
88"
78"
88"
94'
9
3"
14"
27"
38"
46"
58"
68"
78"
86"
100"
V
3."
4"
27"
38"
48"
68"
68"
78"
86"
98"
108"
10'
3"
14"
27"
38"
48"
58"
88"
78"
88"
100"
112"
10
3"
14"
27"
38"
48"
SO"
88"
78'
W
100"
110"
118"
11'
3"
14"
27"
38"
46"
58"
68"
78"
88"
100'
110"
124"
11'8"
3"
14"
27"
38"
48"
58"
68"
78"
88"
100"
110"
120"
130'
12'
3"
14"
2T'
38"
46"
58"
68"
78'
88"
100"
110"
12T'
138"
128"
3"
14"
27"
38"
48"
BB"
78"
88"
100"
109"
122"
132"
142"
13'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
114"
122"
134
148"
13'8"
3"
14"
27"
38"
48"
58"
88°
78"
88"
100"
109"
12 2*,,
134"
144"
154"
14'
3"
14"
27"
38"
AA'
58"
88"
78"
88"
100"
114"
122"
134"
148"
180"
S TR UCTURAL SOL UTIONS, AA
Structural Engineering ■ Investigations ■ Consulting
April 3, 2008
Mr. Brandon Gentle
Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
Re: Location of Jamb Brackets and Struts
Amarr Garage Doors
Project No. 08-001
To Whom It May Concern:
The locations of the] amb buckets and horizontal reinforcing struts for Amarr Garage Doors are shown on
the Amarr drawings, It is acceptable to allow up to +/- 1/2" variance in the location of these components.
5921 -G West Friendly Avenue ■ Greensboro, North Carolina 27410 ■ (336) 856-2686 ■ Fax (336) 856-2687
Property Appraiser - St.Lucie County, F►
Page 1 of l
PROPERTY RECORD CARD
Brian K Hepburn
Record: 1 of 1
<<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
�,1fCl
,�E COG
Site Address:
1333 NW Lancewood Terr
ParcellD:
I
4426-804-0023-000-5
Sec/Town/Range:
26 :37S :40E
�e
Account #: 127211
Map ID:
44126N
Land Use:
SF Res
Zoning:
PUD
City/Cnty:
St Lucie County
Ownership and Mailing
Legal Description
Owner:
Brian K Hepburn Elizabeth G Hepburn
HARBOUR RIDGE -PLAT 9- LANCEWOOD VILLAGE UNIT 13 (OR
Address:
1333 NW Lancewood Terr
1258-1199: 1553-178)
Palm City FL 34990
Sales Information
Assessment 2011 Final Total Land and Building
Date
Price Code Deed
Book/Page
2011 Final: 361400 Land Value: 150000 Acres: 0.02
3/22/2002
100 01 WD
1553 / 0178
Assessed: 361400 Building Value: 211400
10/15/1999
350000 00 WD
1258 / 1199
Ag.Credit: 0 Finished Area: 2698 SgFt
3/2/1999
100 01 WD
1206 / 2308
Exempt: 50000
11 /13/1993
100 01 WD
0873 / 2236
Taxable: 311400
6/18/1990
346000 00 WD
0696 / 0721
Taxes: 6532.6
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
TC - Clay Tile
RoofStruct:
HP - Hip
ExtType: HA - HA
YearBlt:
1991
Frame:
Grade: A - A
EffYrBlt:
1991
PrimeWall:
BS - CB Stucco
StoryHght: 0010 - 1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 3
HeatType:
FHA - FrcdHotAir
AvgHUFI:
1/26ath: 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 Depth
SWAV - RES POOL AVG Y
1
450
AV
AV
1991
1 0100-SF Res
BI -Site
1
PA01 - POOL DK-AVG Y
1
802
AV
AV
1991
ENC2 - POOL ENC-AVG Y
1
1334
AV
AV
1991
DWBP - Drive-BrkPav Y
1
720
AV
AV
1991
PHTR - POOL HEATER Y
1
1
AV
AV
1991
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.pasic.org/prc.asp?prclid=442680400230005 12/20/2011