HomeMy WebLinkAboutSUBMITTED PAPERSDATE: -2� - I
PERMIT NUI �R: M(N. L)
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982 SCANNED
(772) 462-1553 P
APPLICATION FOR REPLACEMENT OF St. Lucie COunty
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
1. LOCATIOIN/SITE ADDRESS: yu <Z� (--,/ )-Xa, '-/2j�2 2, K., V, I L11t
2. PARCEL ID NUMBER:*
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION
Name: j,';Y17,96 FL Reg/Cert #:
9 Address: -7qO,2 C-ilyaL :�2 3r County Cert #:
city: a-, State: Business Name:
Phone Number:
zip: '3�' Phone: -7 12 - 4 b
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
1140 mph
Windows & Skylights
..........
To"q TO, C) TO 6-0u-.0
Exposure B
C � 7, 7,
llzeng� //J,, OA.,4�
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- sin
7. VALUE OF CONSTRUCTION: $ 6"alci�
FEES DUE:
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work win be done in
compliance with all applicable laws regulating coTtion an zonu'
j- Jc n '0'
PRINT QUALIFIERS/O RS N
AME SIGNATURE OF QUALIFIER/OWNER
09
,,FL DAXOUNTYOF
9E ED BEFORE CTI-115 DAY 0 20YLL BYJA92�/�' �&HO IS PERSONALLY KNOWN TO NfE OR WHO
I II
T=119 D . a . .^ — -- - N
=� N I F I C �A�.
aj
JA "/I,
&994 f0 IVAIW4 -
SIGNATUIJ��FNOTARRY TYPE OR PR717 NANIE OF NOTARY
Cy.
TITLE: NOTARY PUBLIC CONMSSION NUNBER
CD
&
2T OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
ST. LUCIE COUNTY Vinyl Siding
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:
I . LOCATION/SITE ADDRESS: .............................................
2. PARCEL ID NUMBER: ........................................................
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY ........
4. OWNERS INFORMATION: .................................................
5. CONTRACTORS INFORMATION: ....................................
VALUE OF CONSTRUCTION: ...........................................
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.
Briefly describe the building activity under permit application.
Indicate the name and address of the owner of the property on which
the product is to be installed.
Indicate the State of Florida (if applicable) and St. Lucie County
contractors registration numbers, and the name of the business doing
the work.
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
maybe made by calling (772)462-1261.
SLCCDV FORM NO: 006-05
L
We M, I
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772) 462-1553
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of
under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially
improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one year after the construction is complete, the law will presume that you built or substantially improved it for sale
or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building; it is your responsibility to make sure that people employed by you
have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done.
Any person working on your building who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all appljMWLLaws,
ti
ordinances, building codes, and zoning regulations. Ini 11218�_ P�__
I understand that the building official and inspectors are not there to design or give advice on hofAvst,
the minimum code. Initial
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial 1�z
—7
1 understand that if I compensate any person or company for work performed they are reqJed to be
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related awdical
cost, which could include loss of wages during recovery from their injury. Initial
"-f Z?
To qualify for this exemption under this subsection, an owner must personally appear and sign diebuflding
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
Zoning Departnpfq to the Florida State Department of Professional Regulation. Signed and acknowledged on this
_ZL day of - tFajl%� of 20
A A jAY
U-64
Own r Signature J
STATE OF FLORID15*
COUNTY 0 4,A
Thefo going instru6ept was acknowledged before me this -a— day of —, 20L9_1
by , * C�. t / who is personally known _Crme, or ��o has
r nh - hr - —
produced A01-6 as identification.
4 D
JAJA JF1
gignature-of tary e _o�jr Print Name of otary
Title: Notarvvublic ornmission Number V, -
AJD�FYP HUMPHREY
M 'ONAI[Ssl� �"4 4 DD 633047
Y C
EXPIRES: March 6,2011
SonWd Thru Nbuty Public Undernters
MIAM MIAMI-DADE COUNTY, FLORIDA
WME METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/buildini!code
119M Security Windows & Doors, Inc.
71 Progress Avenue
Cranberry Township, PA 16066
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.
3 1 1 . 16 , - 9) A I--- Q..
APPROVAL DOCUMENT: Drawing No. 05-TRA-0003, titled "Coastal-240 Single Hung Window Large
Missile Impact Resistant", sheets I through 3 of 3, dated 01/13/03 with revision dated 01/19/09, prepared by
Engineering Express, bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
rnr - G: Large and Small Missile Im
LABELING: Each unit shall bear a permanent label' "withthe manufacturer's name or logo, city, state and
following statement: "Miarni-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 revises NOA # 06-1121.14 and consists of this page 1 and evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.vAp",
Expiration Date: ch, 17,-2013
Approval Date:
FILE COPY Page I
10C4rn111_+ IOD?. 00a-a-
TRACO Security Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 05-TRA-0003, titled "Coastal-240 Single Hung Window Large Missile Impact
Resistant", sheets 1 through 3 of 3, dated 0 1/ 13/03 with revision dated 0 1 /19/09, prepared by
Engineering Express, by Frank L. Bernardo, P.E.
B. TESTS
1 Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94
along with marked -up drawings and installation diagram of a model SH240 aluminum
single hung window, prepared by Farabaugh Engineering and Testing, Inc., Test
Report No. FET-T188-06, dated 08/01/06, signed and sealed by Daniel G. Farabaugh,
P.E.
2. Test reports on: 1) Air Infiltration Test, PA 202-94
2) Uniform Static Air Pressure Test, Loading PA 202-94
3) Water Resistance Test, PA 202-94
4) Large Missile Impact Test, PA 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Resistance, PA 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by American Test Lab. of South Florida, Test Report No. ATL-
0713.01-99, dated 10/07/1999, signed and sealed by William R. Mehner, P.E. and
Henry Hattem, P.E. With addendum letter dated 2/23/2000, signed and sealed by
William R. Menner, P.E. (Submitted under NOA# 05-0930.03)
3. Test reports on: 1) Air Infiltration Test, PA 202-94
2) Uniform Static Air Pressure Test, Loading PA 202-94
3) Water Resistance Test, PA 202-94
4) Large Missile Impact Test, PA 201-94
5) Cyclic Wind Pressure Loading, PA 203-94
6) Forced Entry Resistance, PA 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E.
(Submitted under NOA# 05-0930.03)
Manuef Pere
z Product Control E mine
NOA No. 09-0505.01
Expiration Date: March 17, 2013
Approval Date: September 23, 2009
E-1
TRACO Security Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by Engineering Express, dated 04/29/09, signed and sealed by Frank 1.
Bennardo, P.E.
Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG
Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11.
F. STATEMENTS
1. Statement letter of conformance, dated January 19, 2009, signed and sealed by Frank
L. Bennardo, P.E.
2. Statement letter of no financial interest, dated January 19, 2009, signed and sealed by
Frank L. Bennardo, P.E.
G. OTHERS
1. Notice of Acceptance No. 06-1121.14, issued to TRACO Security Aluminum
Windows & Doors, Inc. for their Series "Coastal-240" Alun-dnum Single Hung
Window - L.M.I., approved on 11/22/07 and expiring on 03/17/13.
— �ga'e-4'�
Manuel Perqr�.E)
Product Control ExiTk*
z NOA No. 09-0505.01
Expiration Date: March 17, 2013
Approval Date: September 23, 2009
E - 2
V
COASTAL-240 SINGLE HUNG WINDOW
LARGE MISSILE IMPACT RESISTANT
477/8
D.L.O. (FIX. LITE)
6 /4' K4X_ 9" MAX.
AT HEADl/SILL CORNERS AT HEAD/SILL
5/16 NAL
".'tG s
x
9" MAX.
AT HEAD/SILL
471/8-
D.L.O. (VENT)
50 114"
MAX.
TYPICAL ELEVATION
HEADISILL ANCHORS
6Y4- MAX FROM CORNERS
AND BALANCE @ 9 . MAX ON
CENTER, AS SHOWN ON
MAX AT TYPICAL ELEVATION,
CORNr
:RS
S- MAX (TYP
AT MIG RAIL)
fSEE JAMB ANCHOR SCHEDULE
FOR NUMBER OF ANCHORS AT
MEETING PAIL LOCATION
8" MAX
AT JAN.
JAN
SEE JAMB ANCHOR SCHED FOR
NO- .1 ANCHORS PER I-.
6Y," MAX AT
LANCHOR
LOCATIONS
TYPICAL
BOTH SIDES
JAMB ANCHORS:
WINDOW DIMS.
WIDTH HEIGHT
26 1/2"
3'r' 1 26"
263�2"
38-3/8"
6
1 2 1
7
6:M
6
2
191/81,
8
2
26 1/2"
50-5/8"
8
2
37'
2
53
B
19 1/8--
8
2
251/2"
57,
8
—8
2
37"
2_
531/8"
8
2
19 1/8'.
8
2
26 1/2"
63'
8
2
37'
8
2
531/8"
8
2
19 1/8
10
2
26 1/2"
74-1/4-
10
2
3T'
2
53 1/4
11
3
(D -TOTAL� INDICATES TOTAL NUMBER OF
ANCHORS AT EACH JAMB (INCLUDES
;KrG RAIL" ANCHORSI. 8' MAX SPACING
NCORPORATED INTO TOTAL NUMBER OF
ANCHORS.
(D 'MTG RAIL7 INDICATES NUMBER OF
ANCHORS AT HORIZONTAL MEETING RAIL
ENDS AT JAMBS (EACH END)
MAX DESIGN PRESSURE
+62 / -62 PSF
GENERAL NOTES:
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE
WITH THE 2007 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES,
MIAMI-DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300-04.
2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF
THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD
ANCHOR DESIGN.
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS
SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE
WITH THE GOVERNING CODE.
4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI-DADE COUNTY
PROTOCOLS -201, TAS-202, & TAS-203 AS REFERENCED IN TEST REPORTS
#0713.01-99 BY AMERICAN TEST LAB (ATL), *2363 BY FENESTRATION TESTING
LABORATORY (FTL) AND #T188-06 BY FARABAUGH ENGINEERING & TESTING, INC (FET).
MULTIPLE UNITS MUST BE INSTALLED USING MIAMI-DADE COUNTY BCCO-APPROVED
STRUCTURAL MULLIONS.
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS
DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE
SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT.
6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO
WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE.
7. PANELS GLAZED WITH 5/16' LAMINATED GLASS ARE LARGE MISSILE IMPACT
RESISTAffr AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS.
IEL ANCHORS 'HALL BE INSTALLED AS LISTED PER MANUFACTUREWS SPECIFICATIONS
AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL EXCLUDES
STUCCO OR WALL DRESSING.
9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED.
LARGE MISSILE IMPACT RESISTANT WINDOWS
SHUTTERS NOT REQUIRED
ANN. GLASS
TYPICAL ANCHORS:
INTERLAYER SAFLEX PVS
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER WALL FINISH.
3. BASE MATERIAL SHALL BE WOOD (G=0.55 OR GREATER SPECIFIC GRAVrTY), GROur-FILLEO BLOCK
ANN. GLASS
(MIN 1500 psi COMPRESSIVE STRENGTH FOR GROUT), OR CONCRETE (MIN 3192 PSI).
4. SEE EXTEFUOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING
_SILICONE
DOW CORNING 1199
S. ENSURE MINIMUM OF 2-1/2' EDGE DISTANCE FOR ALL ANCHORS iFirO GROUT -FILLED BLOCK IN 1500
OR GE STRUCTURAL
PSI)ORCONCRETE IN 3192 PSI), AND MINIMUM OF 1-1/2' EDGE DISTANCE FOR ALL WOOD AN DRS.
SILICONE (GE RGS7700)
6. ANCHOR OPTIAMS, FOR INSTALLATION ARE AS FOLLOWS:
TO 2x WOOD BUCK OR WOOD STRUCTURE
#14 WOOD SCREW OR 1/4- ITW TAPCONS WITH
1-1/2' MINIMUM EMBEDMENIT.
TO CONCSMI �3192 PSI)
5/16' OVERALL LAM. ANN. GLASS
GLAZING OPTIONS
W
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0
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ORO
0
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05-TRA-0003
LDCK (t N 15M 1 PFA)fgjcf RxvlhTLD SCALEi .
(DIRECTLY OR THRU lx OR 2! —WOODUK) 1/4- - t—Wily1% withA. Fbwidb Art �DE-Rji
TAPCONS (ITW OR ELCO) WITH 1-3/4' MINIMUM wAwbmcodg rd
EMBEDMENT TO CONC (MIN 3192 PSI) OR GROUT -FILLED AcmTtmm
BLOCK (MIN 1500 PSI). ii;� Dam
'br".1. . —IA.
SEALANTS: Mln4lDadc Pmdl�l'c'
FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. 13ilt,
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
EDGE DISTANCE
� W r-'*�
41 C2� 1 � �j
Lu
7
w
WINDOW
HEIGHT
0
TYPICAL A
WOOD BUCKS (BY OTHERS), MUST SUSTAIN ALL
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
4' MAX
SHIM
D.L. OPG. I
I VENT HEIGHT
h
kil
TYPICALANCH
SEE ELEV. FOR SPACIF
ITEM NO.
PART NUMBER
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
I
050-00-S72
I
FRAME HEAD
6063-T6
2
050-00-308
1
FRAME SILL
6063-T6
3
050-00-586
2
FRAMEJAMS
6063-TS
4
051-00-571
1
VENT TOP
6063-T6
5
051-00-548
1
VENT BOTTOM
6063-TS
6
050-00-s7o
2
1 VENT SIDE
6063-T6
7
051-00-573
1
FIXED MEETING RAIL
6063-T6
a
OSO-00-569
4/ LITE
GLASS STOP
6063-T6
9
012-00-83S
AS REQO.
FRAME ASSEMBLY SCREW
#8 X 1* PHPH SMS
111
012-00-835
AS RM.
VENT ASSEMBLY SCREW
#8 X I- PHPH SMS
11
046-00-098
AS REQD.
W'STRIPPING (FABRIC COATED FOAM)
SCHLEGEL Q-LON .375 X.1 gn
12
046-16-102
12
SETTING BLOCK -10- X.30- X 1-5/8' LONG
5" FROM ENOS & AT MIDSPAN
13
-
AS REQD.
GLAZING COMPOUND
SILICONE
Dow ligg
14
D07-10-016
2
SWEEP LOCK (AT 6-3/4- FROM ENDS)
ZINC CAST
is
046-16-030
2
BLOCK AND TACKLE BALANCE
WINDOW COMPONENTS (5/8- BOX)
16
050-00-718
1
SNAP LATCH 3" LONG W/ SPRING
6063-1-5
OPTIONAL PART IN PLACE OF IT EM 14
17
046-00-010
AS REQD.
BULB VDM
WIBORG
is
19
20
047-00-015
AS REQD.
FIN SEAL PILE
AMESBURY 18OX150 OR EQUrV.
21
012-00-130
4
MrG. RAIL ASSEMBLY SCREW
*10 X I' PHPH SMS
22
05-OL27-10
05-0128-16
AS REQD.
GLAZING COM POUND
TWO-PART GE STRUCrURAL SILICONE
SILICONE
GE RGS7100
IBY OR
WOOD
TYPICAL ANCHORS
EXTERIOR rwotcr REVIMD
2 FRANK L. BE"
,NjAllW, ;11,
PEOG46_,
9
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05-TRA-0003
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10:29— WZ F:Wi Rolw FOWT— ff�)IZ
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03
0
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20
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ssm�2.Inc.
C,t.Vrl PROGRESS AVENUE
Z.y �NSHTP, PA 16166
COASTAL-240 SINGLE HUNG WINDOW
LARGE MISSILE IMPACT RESISTANT
MIAMI-DADE NOTICE OF ACCEPTANCE
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N'3'NEE'-L'Nr
EXPRE
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160 SW 12th AVENUE, #106
DEERFIELD BEACH, FL 33442
PH: (954) 354-0660 Fm: (954) 354-D443
WwW..E E�P.COM
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Property Appraiser - St.Lucie C—rity, FL
Page I of I
James A Liccione
Record: 1 of 1
Property Identification
Site Address:
7902 Citrus Park Blvd
Sec/Town/Range:
02:34S:39E
Map ID:
13/02N
Zoning:
RS-4
Ownership and Mailing
Owner: James A Liccione
Address: 7902 Citrus Park Blvd
Fort Pierce FL 34951-2507
PROPERTY.RECORD-CARD
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ParcelID:
Account#: 178
Land Use: SF Res
City/Cnty: St Lucie County
Legal Description
LAKEWOOD PARK -UNIT 7- BLK 75 LOT8 (MAP 13/02N) (OR 1863-
2318)
Sales Information
Assessment 2009 Final
Total Land and Building
Date
Price
Code
Deed
Book/Page
2009 Final:
45400
Land Value: 8300 Acres: 0.22
12/15/2003
86500
00
WD
1863/2318
Assessed:
45400
Building Value: 37100
3/31/2000
59900
00
WD
1295/2500
Ag.Credit:
0
Finished Area: 1008 SqFt
12/7/1999
41700
01
DE
1268/2547
Exempt:
25000
5/19/1999
100
01
WD
1232/1853
Taxable:
20400
5/19/1999
100
01
CT
1224/0418
Taxes:
396.65
7/24/1996
40200
00
DE
1028/2044
8/4/1995
0
01
WD
0968/2699
6/28/1995
59700
01
CT
0964/2244
BUILDING INFORMATION
Exterior Features
View!
RoofCover
ES - Enam Metal
RoofStruct:
HP - Hip
ExtType:
HD+ - HD+
YearBlt:
1984
Frame:
Grade:
D+ - D+
EffYrBIt:
1984
PrimeWall:
WS - Wood/Sheath
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms:
2
Electric:
MX - MAXIMUM
PrmIntWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHtIFI:
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 Oty
UMtS OL131 Cond
YrBIt. No L3nd Use
Type
Measure Depth
DWC - Driv-Concret
Y 1
720 AV AV
1984 1 0 1 00-SF Res
BI -Front Ft
75 130
FNW6 - WOOD FEN 6' Y 1 90 AV AV 2007
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=130160701400003 8/3/2010