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10/30/2012 13:4S 77246264'., SLC INSPECTIONS
PAGE 01/02
RLANMG & DEVELOPMENT SERVICES DEPARTMENT
•A BUILDING & CODE REGULATIONS DMSJON
2300 Virginia Avenue
Far# Pieme, FL 34082 SCq
(772) 462.1563 �Ep
AMICALTION FOR REPLACEMENT OF St 41eie Count
WINDOWS 6XWOR'I'S, $1'�iNG DOORS, SLIDING GLASS DOORS Y
& OVERHEAD GARAGE DOORS (�
1. LOCATIONISITE ADDRESS: l t i g x n S Q C c f
2. PARCEL ID 1 ummin: __ __�f 5!� :7 �01 °I - QUO
3. DESCRIPTION OF PROJECT OR WORD ACTMn; --h)/A)L0t4j
4. TYPE OF STRUCTURE: SFRMOBILE HOME
S. OWNFM IMORMA77ON ( d. CONTRACTOR'S TWORMA"ON
Namet r dli� �• �l u rU �t \ M RegCcrf
Agurcal i, Sl�l Cottrtyf~ertM! •
City:£n 601C Mate: -FL-� Business Nnme: �"C I Ilrt
Phono Number. 77
Etn2111 lGtlatit �1nJ+A5 Ar & I�Oyr�C�9'+'l
CON)i%tOIVIi:
AUCT b 6IGN I'Il1a3S
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SICX4ixGil'I'S. .
5 III d idLASS >O00)ft
DOORr
LGI N
OVEtE!!N%lD'GA>ItAt"rE .DOOR
,AttAah 2 **pie*' of the Product AppraVal With details to the product being used.
VALUE OF CONSMUCUON: $ I” 64+. mn$ DUE:
OVMER'S AMDAVU. I ocrtitty that all otf tho Information contained in this application Is correct and tiNrk will be done in
compliance with all applicable laws regulating coostriwion fft5 zoning
fo�D 5/C.
PRINT OWNER OR CONt1 A + WQVAL[FtBR NAME 81GNA E OF 0 Eta t:ON7fItACTO�QV� R
STATE OF FGORIDA, COuMitY OIF _ 5� . L v c e
ACKX0Wldtd) XV a1RROR9 M8'OirS \5�1 13AV OF zoBY F V� DEANNA GIVENS'
otary u _ gym of Florida
N
�WIIO 15 PERSONALLY KNORT! TOME 0 0�FROI.)UHAIRi+LAt 55 ����1 a — CMG -1 d`� -a Q : Vim, Expires .0ee 18, 2018
,7 Q qy1 tea G w R. r •• ��,c commission #► EE 05e7a]
Q ONATURE OF N�ARV�� TYPE OR PRINT AiAMx AM^ NATItt V �° i�n•'- er� Through Ma8ia�111 '
MLS: NOTARY P1161.1C
COMMi39rONNUMiiF.it-L<S4�fo
NOTICE TO OMR: rULUM TO RRC M A NOTICE OF OOHMHCENEW NXT PZSMT IN TOM PATYRO TMICO VOR 01200MOM
TO TM PF4lPsi "- 2V XOV l"E0 ONTAXN nt1><te M, t3NIMT NlTtt TOM M =R OR AN ATTaaWT eiu+U 11=dD 01 M
TOt1R MUM Or C@41CNCaML'!Q'r ,
Property Appraiser - St.Lucie County, FL Page 1 of 1
i
PROPERTY RECORD CARD
Serene O'Connor
Record: 1 of 1
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
IECO
Site Address:
10980 S OCEAN DR 514 ParcellD: 4512-702-0019-000-5
Sec/Town/Range:
12 :37S :41 E
Account #: 124927 y t
Map ID:
45/12F
Use Type: Condo
Zoning:
City/Cnty: St Lucie County
Ownership and Mailing
Legal Description
Owner:
Serene O'Connor
OCEAN DUNES CONDOMINIUM UNIT 514(OR 1155-2957)
Address:
196 Watch Hill Rd
Watch Hill RI 02891-5021
Sales Information
Assessment 2012 Total Land and Building
Date
Price Code Deed
Book/Page 2012 Final: 224100 Land Value: 0 Acres: 0.02
6/8/1998
166000 00 WD
1155 / 2957 Assessed: 224100 Building Value: 224100
7/10/1995
145000 01 WD
0968 / 1619 Ag.Credit: 0 Finished Area: 1298 SgFt
7/26/1991
134000 01 WD
0750 / 0001 Exempt:
11/29/1990
100 01 QC
0720 / 1456 Taxable:
9/1 /1987
125000 00 CV
0559 / 0783 Taxes: 4533.83
BUILDING INFORMATION
o•
ims
- -��
E
m
�
v
aryi r
5 yyy�.
21
Exterior Features
3900
View:
Ocean
RoofCover: - RoofStruct:
View
ExtType:
X095 - OcnDunCondo
YearBlt: 1982 Frame:
Grade:
X95A - OceanDunesA
EffYrBlt: 1982 PrimeWall: BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units: 1 SecWall:
Interior Features
BedRooms: 2
Electric:
PrmintWall:
FullBath: 2
HeatType:
AvgHUFI:
STD
1/213ath: 0
HeatFuel: -
Prm.Flors:
-
%A/C: 0
%Heated: 0
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty. Units
Qual. Cond. YrBlt. No. Use Type
Type
Measure Depth
1 0400-Condo
OF -Unit
0 0
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/paslc/prc.asp?prclid=451270200190005 3/15/2013
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OPY
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���,� k s BCIS Nome Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
®r.,
Product Approval
USER: Public User
> Product or Application Search > Application List > Application Detail
ME 1119N�,i. Aa�i�1 N;S1..!r,itfN!'i�
FL #
Application
Type
Code Version
MiF�;$F
Application Status
u � lh,ary
�.�i..__ .•,.,.p _3,:.., .,, Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
FL7 - -R
Revision
2007
Approved
*Approved by DCA. Approvals by DCA shall be reviewed and
ratified by the POC and/or the Commission if necessary.
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
nAl noc_ntinn c.,4
druark@pgtindustries.com v
Jens Rosowski
jrosowski@pgtindustries.coin
Jens Rosowski
1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
jrosowski@pgtindustries.com
Windows
Double Hung
Certification Mark or Listing
Keystone Certifications, Inc.
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Standard
Year
AAMA 506
2006
AAMA/WDMA/CSA 101/IS2/A440
2005
ANSI/AAMA/WDMA 101/I.S. 2/NAFS
2002
ASTM E-1886
2002
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKvwgL58IIh%2flidkUsNy Wt... 6/13/2011
,,aa tsunaing uoae unime
w
Equivalence of Product Standards
'vJ Certified By
Id
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
ASTM E-1996
Florida Licensed Professional Engineer or Architect
Method 1 Option A
04/08/2011
05/06/2011
05/13/2011
rage l of
2002
FL #
Model, Number or Name
Description
17058.1
][Vinyl Double Hung Window
Limits of Use
I Certification Agency Certificate
Approved for use in HVHZ: No
Approved forAtse-outside-HVttZ•
ality Assurance Contract Expiration Date
Impact Resistant: No
05/24/2012
Design Pressure: +50/-50
Installation Instructions
Other: Please see the Installation Instructions for
design pressure, size and anchorage information.
Verifie1. d By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party: No
WinGuard Vinyl Double Hung Window
Limits of Use
Approved for use in HVHZ: No
Certification Agency Certificate
Approved for use outside HVHZ: Yes
Impact Resistan
Quality Assurance Contract Expiration Date
/-50
Design Pressurerhe
05/25/2012
Other: Please seenstallation Instructions for
Installation Instructions
design pressure, size and anchorage information.
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party: No
7058.3 DH-2160
Vinyl Double Hung Window (Fin)
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/25/2012
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for
design pressure, size and anchorage information.
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party: No
7058.4 DH-2260
Vinyl Double Hung Window
Limits of Use
Certification Agency Certificate
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKvwgL58IIh%2fhdkUsNyWt... 6/12/201
GENERAL NOTES:
1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE
FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED.
2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12-THICK. IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. ATTACHMENT METHOD OF WOOD
BUCKS SHALL BE DONE BY OTHERS.
3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO
SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO).
4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR
SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED
TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR
MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20.
6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN.
OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS.
7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI
CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING
COMPLIES WITH ASTM E130D-04.
8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND UP
TO THE NEXT LARGER VALUE.
TABLE 1: FLANGE WINDOWS
Anchor Type
Substmto
Min. Edge
Dist.
Min.
Embedment
#10 Steel SMS
Wood (Southern Pine)
7/Is,
I -we
Steel Stud Gr 33'
318'
.045 (18 GA)
Aluminum6063-75'
318'
Ila,
Steal. A38•
3I8'
8'
3116' Masonry
Anchor
Cdnc'nG
i
Ni 1W
Hollow CMU
1•
1.1/4'
'MINIMUM OF 3 THREADS BEYOND SUBSTRATE.
TABLE 2: FIN WINDOWS
Anchor Type
Substrate
Min. Edge
Dist.
Min.
Embedment
1-112" x .13F
ReelingNall, 2-1/2•
x .113' Box Nall or
Wood (Southern Pine)
31W
1.7116'
2.1/2'x .131•
Common Nail
Wood (Southern Pine)
9/16"
1-7116'
#10 x 1.112"
Steel Stud or 33•
318'
.045 (18 GA)
Panhead SMS
Alumlnum6063-75'
318'
Ila,
Steel. A36'
3f8•
11e,
E8 x 1.112'
Wood (Southern Pine)
7116,
1-7116'
Tmsshead Screw
Steel Stud Gr 33'
3/8'
.046 (18 GA)
(crony head um
wiN a minimum
Aluminum -TV
��
Wir
118'
Steel, A36'
3I6'
VB'
diameter of 0.364')
MINIMUM OF 3 THREADS BEYOND SUBSTRATE.
3
a
5/16" LAMI _
GLASS NOMINAL
.090" DUPONT
PVBINTERLAYER
1/8" ANNEALED
GLASS
L
1/2" NOM
DOW 1199
SILICONE
T
10"
MAX. —
76-1 /4"
MAX. _
TIP -TO -
TIP —
7/8"
53-3/ "MAX. _
TIP- O-TIP
—�20" MAX
_ 52-1/8"
BUCK V
ANCHOR LOCATIONS 8 SPACING
6" MAX.
6" MAX.
13-112"
MAX.
75"
75"
MAX.
MAX.
BUCK
BUCK
HEIGHT
HEIGHT
13"
MAX.
—
W MAX.
TARI F 3' FIN A FI ANGF 1NINOOWS
52-1/8" MAX.
BUCK WIDTH
3"
6" MAX. MAX.
MAX.
---I �— 3-1/2" MAX.
FIN FRAME
Buck Size
Design Pressure
Certification
Numbers
Test
Reports
Width
Height
(+) psf
(-) psf
52-1/8"
75"
50
50
19f�272, 799
�-�1'
1
)
6822,6823
1/8" ANNEALE
GLASS
AIRSPACE
1/8" ANNEA ED GLASS
Ixx"ee1- rots uelxem
J. ROSOWSKI 0428/11 RIGID VINYL
OEXTERIOR
(� ® Omatdxx
I' 1070 TECHNOLOGY DRIVE
r' NOKOMIS, FL 34275
FL CERT. OF AUTH.: 29296 [9 BL":EgH0NG11-Wq Atmg,
A. Lynn Miller, P.E. "' s" 10d'7o°'c T` sneee '+ vpw
P.E.#58705 DH-560 NTS 1 of 4
1042811JR
EMBEDMENT
MAX. 1/4" SHIM
FLANGE FRAME,
HEAD INSTALLATION
(DIRECTLY TO SUBSTRATE)
MAX. 1/4"SHIM
FLANGE FRAME,
SILL INSTALLATION
(DIRECTLY TO SUBSTRATE)
EXTERIOR
IER10R
EMBEDMENT
1X BUCK
MAX. 1/4" SHIM
MAX.'
INSTALLATION NOTES:
1) SEE SHEET 1 FOR ANCHORAGE, SUBSTRATE AND SPACING REQUIREMENTS.
2) ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN.
EDGE
DISTAN(
FLANGE FRAME,
SILL INSTALLATION
(USING 1X BUCKSTRIP)
MAX. 4
y/q• EXTERIOR
,U4NGE_ i
JAMBIINSTAL"LATION
(DIRECTLYSTOISUBSTRATE) 4
1X FXTFRI(1R
114" SHIM
FLANGE FRAME.
'JAMBIINSTALIATi10N
(USING 1kB.UCKSTRIP,}
J. ROSOWSKI 1 04/28/11 1 RIGID VINYL
N-Z-S om4ate
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275 n°.
r0 FL CERT, OF AUTH.: 29296 li NC; INSTi4
A. Lynn Miller, P.E. P s
P.E. #158705 DH-560 I NTS 11,17 of 4
MEM
```\"\,CN ( LYNN
Q��•' JCENSF'••,F;p
* ' No.58705
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1042811JR