HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number:
U St. Lucie County
o ti Building & Zoning Department SCANNED
L O_„��Clz 2` = 300 Virginia Avenue
,1 Fort Pierce, FL 34982 BY
772-462-1553 St. Lucie County
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
SEE REVERSE SIDE FOR INSTRUCTIONS DATE:
1. LOCATION/SITE ADDRESS:
2. PARCEL ID NUMBER:
SECT TWPC RNG D _ MAP ZNG �c _L LU c� ��� INIT
a T/�. (�,,
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �/J /i
�Jt�B �l`� 17LGlr i'�-'
4. TYPE OF STRUCTURE: SFR_K�L MOBILE
5. OWNE INFORMATION �*,
Name: Q v e-
Addcess
City:]`'S1" �R e- State:
Zip: S 5� Phone: ( (f
OTHER
IAch os-
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
Business Name eS tti(� Ge/t� 2l%
-: lOC -
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 #
�L ,
120 mph
130 mp
140 mph
155-
Windows & Skylights
Exposure B 7'f-
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
7. VALUE OF CONSTRUCTION: $ 3O h/- ICE
FEES DUE: <-1`7.
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and Neff awork will be done in
compliance with all applicable laws regulating construction and zoning.
PRINT QUALIFIERS/OWNERS NAME
STATE OF FLORIDA, COUNTY OF Me -
ACKNOWLEDGED BEFORE ME THIS a2 rd DAY OF - , 201E BY
HAS PRODUCED —SAS ENTIFICA ION.
SI ATU E OF NOTAIkY
SIGNATURE
TYPE OR PRINT NAME OF NOTARY
Y KNOWN TO ME OR WHO
TITLE: NOTARY PUBLIC COMMISSION NUMBE
P("ti Notary Public Late of floroa
000
_ Kari mion'
My Comm�ssiss�or. OD792655
F- pires 0512FI12012
1�'or "Ole
JOSEPH E. SMITH, CLERK nF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3670153 OR BOOK 9 PAGE 1400, Recorded 02/01/2012 a :07 PM
AFTER RECORIANQ-11M IRN TO:
rrml TNUN= L llfs bp.v �•.�*..�a lv m.,rnf.K•�,h.
NOTICE OF COMMENCEMENT
Thu uedeesigned hereby given notice that improvement will be made to •camin real property, and in accordance with Chapter 713.
Florida atatutes(the following information is provided in the Notice of commancefnmt. y4),j, 5w — 0P S y _ C4�& _ 3
I. DESCRIPTION OF PROPERTY (Legal description and street address) TAXFOLIO NUMBER:
A�
SUBDIRISION k'V—' " BLOCK )71 TRACT LOT i�• WBI,DG oxlT
? GENERAL DESCRIPTION OF
3.OWNER INFORMATION:
b. Address 2W &
(. • 3 Y7S '-- e. intwesl in property `-�—
d. Name and.addeess of feasimpie titleholder (if other thm ownw) LO C77�S
4. CONTRACTOR'S NAME, ADDRESS AND PHONE 19IIAlBER �� i(p�
S, e �`' ' Z3c �,r1i ?�S c_ :2 w9sc
S. SURETY'S NAME, ADDRESS AND PHONE NLMIHER.AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State of Florida designated by Owner upon whommotices or Otte documents may be served as provided by
Section 713.13 (lXa) 7., Floride Stetutm
NALWM, ADDRESS AND PHONE NUMBER:
S. In addition to himself or herself, Owner designates the following to rccove a copy the Lienor's Notice as provided in Secti on
71113 (i)(b), Florida Statutes:
NAME, ADDIjM AND PHONE NUAlBER:
9 Expiration Carp of notice of eommencentent (the expiration date is 1 Year �a the dam of record rag unless a d fferent date is
gibed) 20_ -_._.. _. .��u •vsrFnrr
Signn rc o ner or Frint Name and Provide Signatory's TttteloMm
Owner's Authorized Officer/Dtrcoor/Parmer/Manager
State of Fbrldi,
County of` 44«-- tA.c
Z-
Tue foregoing inatrthnent was acknowledged before me this z day of
By u (Type of authoary_ r g. Owner, on—, uustec,,attnmey in fad)
{Printed name of person signing above)
For
(Namenfpartyonbohalfofwhomi¢s¢tnnmtwasexecured) Pcs°"a11y-Knowo_orprod
uocd the following type of ID: _
RICWIR E
1 t {
(SeaJ1
N *EE138134
fXPIRE6: OCT 16, 21115
' /
(Printed Name bf Notary Public) (Signature S re of Notary'Put;1
go fed through 131 Seats insurance
a of 1 declae'lhaf lLavc read the •fo o ng'aad lht the fucts
Udder petmhi P41orX.
in if ate true to the tun of WY mow ge err
belief (aedion 92525, Flaida'Suitrtes).
ed 9?it�4K(D. or/Fortner/Ma¢agerwho 'signed above::
Z.
rA+nmt(aJ .
re(s) or
(Printed Name)
{�
a..avw�oarca.sa+d
STATj Of, FLORIOA
ST. LUCIE COUNTY
T• ail,
By.
ow
2012-02-03 07:16 Lowe's 2349 Install
2349 >>
5617996538 P 1/1
n
Florida Building Code Online
Page 1 of 1
Product Approval
USER: Public User
Product_ Approval Menu > Product or Application Search > rpgli.
cation qst > Application Detail
FL #`
Application Type
Revision
Code Version
.
Application Status
Approved
*Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC
and/or the Commission if necessary.
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)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Masonite International
1955 Powis Road
West Chicago, IL 60185
(615) 441-4258
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute,
National Accreditation & Management Institute,
Standard
ASTM E1886
ASTM E1996
ASTM E330
TAS 202
Method 1 Option A
09/11/2011
11/01/2011
11/01/2011
Year
2002
2002
2002
1994
http-//www. flori dabui 1 ding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDquftCwaMPtp3 Tq... 2/ 1 /2012
. Florida Building Code Online
Page 1 of 1
8228.8 Fiberglass Side -Hinged Door Unit
6'-8" Glazed Outswing Single or Double Door w/ or w/o Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL8228 R4_ C CAC NI006900.03.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2014
Design Pressure: +55.0/-55.0
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL8228 R4 II FL0162Dx.odf
Building Code including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute,
where pressure requirements as determined by ASCE 7, does not
Created by Independent Third Party:
exceed the design pressures listed. 12'-0" x 6'-8" max nominal size.
Evaluation Reports
Hurricane protective system required in HVHZ and the Wind Borne
FL8228 R4 AE 502A.odf
Debris Region. See DWG-MA-FLO162-07 for additional information.
Created by Independent Third Party: Yes
http: //www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDquftCwaMPtp3 Tq... 2/ 1 /2012
❑Jcm toe"
SIDE -HINGED FIBERGLASS DOOR UNIT
6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE 'HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
J. WHEN INSTALLED IN THE WINO -BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON
PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS
WITH NON -IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84.
5. PLASTICS TESTING OF FIBERGLASS FACING:
TEST nFirF?lPnnN nFCIrNATlnw pr"zl IIT
SELF IGNITION TEMP
ASTM D1929
752 'F > 650 'F
RATE OF BURNING
ASTM 0635
0.56 IN MIN
SMOKE DENSITY
ASTM 02843
53.4%
TENSILE STRENGTH-
ASTM D638
3.27 OFF
6. PLASTICS TESTING OF LITE FRAME MATERIAL:
TFCT nccrOlPTo nFGIQMATI -1uT
149" MAX, OUERriLL FRAME MOTH
21" MAX 36.375" MAX.
D.L.O. PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH
I
� N
X
go c4
_ J W
�e =
SELF IGNTION TEMP
ASTM D1929
740 'F > 650 'F
RATE OF BURNING
ASTM D635
0.77 IN MIN
SMOKE DENSITY
ASTM 02843
13.4%
TENSILE STRENGTH-
ASTM D638
-7.50% DIFF
COMYARAIIVE TENSILE SIRENGIH AFILK WEAIHERING
4500 HOURS XENON ARC METHOD 1
7. IMPACT GLALNG LAMINATE MIAMI DADE BCCO NOA 09-0127.13.
I
I
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOGR UNIT SINGLE DOOR UNIT
WITH SIDFLITE WITH SIDELITE
TABLE OF CONTENTS
SHEET #1
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
3
JANCHORING LOCATIONS & DETAILS
DOUBLE DOOR UNIT W/SIDELITES
SINGLE DOOR UNIT W/SIDELITES
AdbO 10NAW
c0c6m9a: Moot
D viww-a: -
A : of -
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
OUTSWING
OUTSWING-
X
37.5
+52.0 -52.0
+55.0 -55.0
+19.0 -19.0A+44O.O
-40.0
+55.f 5.0
XX
74
+52. -52.0
+55.0 -55.0
+19.0 -19.0
-40.0
+55.5.0
OX or XO
75
+.5 0 -52.0
+55.0 -55.0
+19.0 -19.0
-40.0
+55.5.0OXO
1t2.5
+52.0 -52.0
+55.0 -55.0
+19.0 -19.0
-40.0
+55.5.0149
+52.0-52.0
+55.0 - 5.0
+ 190 -190
+400 -400
+ 55.5.0
, rryrr wrrr rrrrcarr�iar aresryrr
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DATE 115107
4r scALE: N.T.S.
DWG. Br: SINS
CHK. BY:
KURT BALTHAZOR ORAMNG NO.:
FLORIDA P.E.
156533 DWG-MA-FLOT62
SHEET 1 OF 3
3" -
SEE DETAIL
3" —
6"
SEE DETAIL
— 3"
— 6"
"E"
I
I—
6" 6" _I
— 6"
6
3" —I
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6" ,
—
6" 3'
�
6'
6" —
3.,
t
6"
—
---
6"
"F"
#8 x 2-1/2" #10 x 2"
#10 x 5/8"
#8 x 2-1/2" #10 x 3/4"
#10 x 5/8"
0 #10 x 3/4"
#lOx2"
FRAME / DOOR
DETAIL "D" DETAIL "C"
TYPICAL
o a
Qa SEE DETAIL
a-
J pp
Q Y
0
w
o �
.t
i
6"
IEE DETAIL
C"
6
Ca kahm Fb
#8 x 2-1/2"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
6jgj�THE THRESHOLD & INTO THE
DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH
ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW
STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL
AS SHOWN.
0.124" ANNEALED DECORATIVE INSERT
0.090".12 'ANNE IlILE (124' TEMP.
L) DOW 832�
0.124' ANNEALED — _ .0124" TEMP.
i 0.962" t `
1 375" 47..
— � 1 75" 11.0
1 t t
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD
DOW 632
JMERIO '6 " INTERIO
TYPICAL GLAZING DETAIL
IMPACT RATED GLASS
f 16 X I-1/2 PHS
DOW 632
DOW 832�
EXTERIOR .INTERIOR
TYPICAL GLAZINv DETAIL
NON —IMPACT GLASS
c CID
C)
J Q
O� J
cr J
uj v
Z aLn
_
U
��
C¢ W
C
DATE: 1 /5/0 7
SCALE: N. T . S.
DWG. BY: SINS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO162-07
SHEET 2 OF 3
SEE DETAIL
"C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
S.GNED AND SEALED BY LUIS R. LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE D'STANCE MIN 2-5/8".
2. MULLIONS TO BE 2-1/2" X 4-3/8" S—RUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB JNITS JOINED WITH 1" X 1/2" LONG
CORRUGATED FASTCNERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1 —1 /2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE .ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH 07 ANCHORS 171 LBS.
G" 3" 3"
I- — 6..
3 IJ � I c c I I 3,•
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3.. 6'3..6 t I I 3..1
HARDWARE SCHEDULE
1.
KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
IAT
5-1/2" CENTERLINE.
2.
4" X 4" FULL MORTISE BUTT HINGES.
C • f
7.
MINN
_ 0.25"
SHI
CL
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1.25"
MIN t_ 0.25"
` MAX
SHIM
CL
TYPICAL MASONRY
ANCHOR INSTALLATION
AMKdan b NAAA
DATE: 1/5/07
call lim hb.: t l i C a 4 4 00 _ /L / SCALE: N.T.S.
DZfe . . 0 /? a I /i OwG. !e sws
CHK. BY:
DRAWING NO..
OF
-07
i
Property Appraiser - St.Lucie C--ty, FL
Page 1 of 1
Eleonore B Costa
Record: 1 of 1
Property Identification
Site Address:
220 Banyan Dr
Sec/Town/Range:
22 :36S :40E
Map ID:
34/22S
Zoning:
RS-4
Ownership and Mailing
Owner:
Eleonore B Costa
Address:
220 Banyan Dr
Port St Lucie FL 34952
Sales Information
Date Price Code
8/1/1972 28000 00
9/29/1999 0 01
PROPERTY RECORD CARD
«Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print
ParcellD: 3419-520-0014-000-3
Account #: 42360
Land Use: SF Res
City/Cnty: St Lucie County
Legal Description
RIVER PARK -UNIT 3-TRACT E BLK 135 LOT 13 (MAP 34/22S) (OR
204-2658: 1253-337)
Assessment 2011 Final
Total Land and Building
Deed Book/Page 2011 Final:
40300
Land Value: 10400 Acres: 0.33
CV 0204 / 2658 Assessed:
40300
Building Value: 29900
PB 1253 / 0337 Ag.Credit:
0
Finished Area: 1304 SgFt
Exempt:
25000
Taxable:
15300
Taxes:
311.3
BUILDING INFORMATION
Exterior Features
Z S b b b
View:
RoofCover
RC - Roll Comp
RoofStruct:
GA - Gable
ExtType:
HD+ - HD+
YearBlt:
1967
Frame:
Grade:
D+ - D+
EffYrBlt:
1970
PrimeWall:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms:
2
Electric:
MX - MAXIMUM
PrmintWall
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHUFI:
1/213ath:
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
DWC - Driv-Concret
Y 1 720
AV AV
1967 1 0100-SF Res
215 -Front Ft
85 169
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=341952000140003 2/7/2012