HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: —4 C%114 SCANNED Permit Number: Lill _ pa65
BY
St. Lucie County
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line
P t P®S__D OUEMI IVT L®GgTI fU� , 2E" ,tt p IP
Address: 3261 Lakeshore Dr Fort Pierce FL 34949
Legal Description: LAKESHORE AT SANDS (OR 1640-1177) UNIT 6 (OR 3332-1006)
Property Tax ID #: 1425-676-0006-000-7
Lot No.
Site Plan Name:
Block No.
Project Name: Richard B Ewing
Setbacks Front Back: Right Side: Left Side:
TAILED DESGRIPTI®N OFNfORK � i
MW W '«p.
Installation of thirteen (13) accordion shutters.
i
�
A Mona wor to, orme un er t is permit—c ec a app y:
je�ej
�HVAC LJ Gas Tank ❑Gas Piping �_ Shutters Windows/Doors
Electric 0`Plumbing Sprinklers Generator Roof
Total Sq. Ft of Construction: S Ft. of First Floor:
Cost of Construction: $ 5,053.00 Utilities:cnSewerElSeptic Building Height: 15'
QW E /LE SEE:BOOM
GONMA'r0R
m..w
Name Richard B Ewing
Name: Michael Heissenberg
Address: 3261 Lakeshore Or
Company: Expert Shutter Services, Inc.
City: Fort Pierce State: FL
Address: 1626 SW Biltmore St.
City: Port St Lucie
State: FL
Zip Code: 34949 Fax:
Phone No.772-368-8585
Zip Code: 34984 Fax: 772-871-0990`
E-Mail:
Phone No. 772-871-1915
Fill in fee simple Title Holder on next page (if different
E-Mail: callexpert@aol.com
State or County License: 16572
from the Owner listed above)
If value of construction is $2500 or more, a RECORDED Notice of commencement is required. `
%eei
DESIGNER/ENGINEER:
Name: Tlitem,Inc.
_ Not Applicable
MORTGAGE COMPANY:
Name:
_ Not Applicable
Address:
Address:
City: Miami State: FL
Zip: Phone: 305-871-1530
City:
Zip: Phone:
State:
FEE SIMPLE TITLE HOLDER:
Name:
Not Applicable
BONDING COMPANY:
Name:
_Not Applicable
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intggnd to obtain financing, consult with lender or an attorney before
commencing work or recording vout Notice of Commencement. /,
Signature
STATE OF FLORIDA v STATE OF FLORIDA
COUNTY OF �ISL L I COUNTY OF
The forgoJ'ng instru ent was cknowled ed before me The for o.. g instr ent was acknowledged before
this— yof k,r,. 20 14 bl, this�kyof �fla— 2014 by
Yersonany renown uK vroaucea iaennncanon
Type of Identification Produced
Commission No.
EXPIRES January 08,
Revised 07/15/2014
(Name of person acknowledging)I x o
vv o
om�
z y �
c- rn
(Signature of Notary Public- Stake of Florida) z 2 z
Personally Known �OR Produced Identificatio g m m
Type of Identification Produced a ro
A
_ ?9
mission No. L�
17 •? EXPIRE`
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
11/17/2014
Richard B Ewing Record: 1 of I
Property Idea lineation
Site Address: 3261 Lakeshore Dr
Sec/Town/Range: 25 :345 :40E
Map ID: 14126N
Zoning:
Property Appraiser - St.Lucie County, FL _
PROPERTY RECORD CARD
«Prev Neat» Spec.Assmut Taxes
Parcel ID: 1425-676-0006-000-7
Amount#: 149989
Use Type: Condo
City/Cnty: Saint Lucie County
Exemptions Permits Home Print
Ownership and Mailing
Legal Description ,
Owner:
Richard B Ewing Sharon
S Ewing
LAKESHORE AT SANDS
(OR 1640-1177) UNIT 6 (OR 3332-1006)
Address:
3261 Lakeshore Dr
Fort Pierce FL 34949-8711
Sales Information
Assessment 2014
Total Land and Building
Date
Price
Code
Deed
Book/Page
2014 TRIM: 174700
Land Value: 0 Acres: 0.02
10/17/2011
161500
0002
WD
3332 / 1006
Assessed: 174700
Building Value: 174700
3/6/2007
100
01
QC
2779 / 0866
Ag.Credit 0
Finished Area: 1736 SgFt
4/23/2004
268800
00
WD
1961 / 2272
Exempt:
12/10/2001
102500
00
WD
1472 / 1615
Taxable:
Taxes: 3414.9
BUILDING INFORMATION
Exterior Features
View:
3100 - Lakefa ntSM
_ RootCover:
RoofSlruct: -
ExtTyPe:
X242-LKSHORESANDS
YearBlt
2003
Frame: -
Gmde:
XLSB - LkshoreSandB
EIIYrBIt
2003
PrimeWall: BS - CB Stucco
Storylight:
0010 - I Story
No.Units:
1
SeclVal1: -
Interior Feamrew
BedRooms:
3
.Electric:
-
P¢nhitWall: CB -CB
FullBath:
2
HeatType:
-
AvgHVFL
1/213ath:
0
HeatFuel:
-
Pmr.Flors: -
%nA/C:
0
%nHmted:
0
%Sprinkled: 0
Special Features and
Yard Items
Land Information
Type Y/S
Qty. Units Qual.
Cond. YYBIL
No. Use Type
Type Measure Depth
I 0400-Condo
N -Unit 1
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http:/Avww.pasic.ag/pasie 1prc.asp?prclid= 142567600060007
1/1
JOSEPH E. SMITH, CLERK G- -'E CIRCUIT COURT - SAINT LUCIE COUNT'' ,
FILE If4009932 OR ROOK PAGE 1801, Recorded 10/31/2014 at .51 PM
N(MUC)FeOMMEMQMENT
To ar completed warn eo emokfan valve eaDmd, $zm m
PERMITI: TUFMOI1U.75-(nd
STATE OF ROW" mum OFST WOE
The undersigned herebygives nWm Nat MDFoyementwlll W made tomnaln malpmpertY, and In aswrdance with 0laptel7n, Fbrba
Statutes, the followinglnformaeonb poehi,d lath% Notbe of m menmment.
WhIM f0R'SNAMtE: Expert ShoOea6eMme on. Phone No: ITT21871-1016
Mdmas: 16P8 bW BINrom SL Port Sl Wck FL 3a9/8
WREN MMPAMY (If appnoble, a mpyof the payment bond is attained):
moneandaddmu:
( PermrnwMln the State of Florin&de&Igwmd byowwr uponwhom wwe tlma or oNerdxmnems may be sewed a phadded by Se Wan TiS1S
is) (a) 7. FbMa1YlWA:
In addition to himself or herself. owner desi8nates of to
receive a ropy of the Oenor's Notke as pmyided In SeOlon 713.1311)(b), Florlda Statues.
Phone numbe,of person or entitydeslgwted by Owner:
Expimtlon date of Notice of MromenmmenF
(NeextrImtbn data mry not be befo &the tompkuonalmWtruObnandOwl payment to the contractor, but will be Iyearhom the dale of
rao osdhsg uNeu a dgferemdam bapesgled):
under
Inn am
The—fol�mgoinginstrumentwua¢Imowledgedbefomme Ni.y_tlay of 060k"- 381`�
6y: K .il6rci PJ L:IJI n!A ea i)t.7nar -!or
Name ofpersn Type ofeuthorlly(e.g. oHker, Vurt¢q Partyonbehallofwhoontri unintwueaaded
l Personally known E or pmdueed ldentmatlon a/
Na Slgnatwe Type ofldenNpmtlon produced FL SiP'FC pL
E25CI-742'Htr-l37-b
(print, Type, or Stamp Lommisalar:ed Name of Notary)
11mMWIdg_F.,Wew ApplimdorulPornuWWm OfCommeooemmLibu RDy.Sinsfll
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COPY OF THI
ORIGINAL.
_1nsmHF.SMITH. CLERK
We:
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
ROOF PITCH IS GREATER THAN 2'%12" OR >= 10 DEGREES
PROJECT NAME:
EWING
ADDRESS
3261 LAiKESHORE DR
CITY/STATE
FT PIERCE, FL 34949
CLADDING TYPE:
STUCCO
COMPONENTS AND CLADDING OF WALLS
BASIC WIND SPEED(MPH)
170
EXPOSURE
D
BUILDING TYPE
CAT II
MEAN ROOF HEIGHT
15
TOP OF WINDOW OR SHUTTER HEIGHT
8
ALLOWABLE STRESS DESIGN
0.60
TRIBUTARY AREAS
ENCLOSEDBUILDING, GCpi= ±0.18
<=10 SF
10 SF=><=20 SF
20 SF=><=50 SF -
POSITIVE PRESSURE
45.8
43.8
41.1
NEGATIVE PRESSURE (END ZONE 5)
61.4
57.3
51.8
NAME' EWING UNIT# N/A
UNIT
#
SHUTTER
TYPE
WALL
PRESURE
INTER/END
ZONE
ALLOWABLE
STRESS
DESIGN
(0.60)
UPPER
TRACK
DETAIL
LOWER
TRACK
DETAIL
OPENING
SIZE
W X H
SHUTTER
WIDTH
SHUTTER
HEIGHT
SHUTTER
SPAN
STORM
BARS
# REQ'D
ANCHOR
SPACING
TOP
BOT
1
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
60 X 69
60"
69"
26"
N/A
10.0"
10.0"
2
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
40 X 58
40"
58"
16"
N/A
10.0"
10.0"
3
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
43 X 78
43"
78"
18"
N/A
10.0"
10.0"
4
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
43 X 78
43"
78"
18"
N/A
10.0"
10.0"
5
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
43 X 78
43"
78"
75"
N/A
10.0"
10.0"
6
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
43 X 78
43"
78"
75"
N/A
10.0"
10.0"
7
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC H
111 X 103
111"
103"
100"
N/A
10.0"
10.0"
8
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC H
85 X 103
85"
103"
100"
N/A
10.0"
10.0"
9
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
30 X 69
30"
69"
66"
1 N/A
10.0"
10.0"
10
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
30 X 69
30"
69"
66"
N/A
10.0"
10.0"
11 -
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
56 X 57
56"
57"
54"
N/A
10.0"
10.0"
12
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
59 X 69
59"
69"
66"
N/A
10.0"
10.0"
13
ACCORDION
+73.0/-95.5
+43.8/-57.3
SEC A
SEC D
30 X 57
30"
57"
54"
N/A
10.0"
10.0"
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
RTSF�.: -n.. o:a
SHUTTER SERVICES INC.
We're Taking The §4uffer indusby By Storm 7
17
10
11
12
13
garage
front entry .
4
1.1
3
5
2
1626 S.W. Biltmore Street • Port $t. Lucie, Florida 34984 ® (772) 871-1915 a (B00) 749-9056 a Fax (772) 871-0990
/ y r
5/21113 R, Florida Building Code Online
roifessiqtal Regulatip, i
NMI D�pp-n(d aCIS Hame I Log In I User Reglstm Non � Hot Toplas � Submit S.r .,e' St.N & Facts i Publimuons � Fec staff eCIS Site m.p u ks S..r
,US
ines
Pro
Product Approval
essi I *USER: Public User
Regulation
Pmtluei Anomval Menu > Protlutt or Anolication Search > Aoollratlon List> Application Detail
FL # FL389-RS
Application Type
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
American Shutter Systems Association, Inc.
4268 Westroads Drive
West Palm Beach, FL 33407
(561) 209-8263
bfeeley@eastemr taI.com
Bill Feeley
lmddguez@eastemmetal.com
Shutters
Accordion
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
17— Evaluation Report - Hardcopy Received
Walter A.. Tillit, Jr. P.E.
PE-44167
National Accreditation and Management Institute
12/31/2013
John Henry Kanpnann Jr.
R Validation Checklist - Hardcopy Received
FL389 R5 COI ASSA certification of independence drwo 11-192 odf
Standard
ASTM E-1886
ASTM E-1996
ASTM E-330
TAS 201, 202, 203
Florida Ucensed Professional Engineer or Architect
FL389 R5 Eoulv EOUIVALENT LETTER ORIGINAL df
Method 1 Option D
Year
2005
2005
2002
1994
Date Submitted 12/21/2011
n-.., 11.1..,..._w I'll, nn..
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1/2
5/21/13 Florida Building Code Online
WIC VEIIUUtCU 14L3/CVLl
Date Pending FBC Approval 01/31/2012
Date Approved 04/03/2012
Summary of Products
FL#
Made], Number or Name
Description
389.1
Bertha HV Accordion Shutter- Blade 3
Extruded aluminum interlocking blades retained by tracks (top and
- (Non-HVHZ) - Drug 11-190
bottom) for storm protection
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL389 R5 11 time 1t-190 ASSA.odf
Approved for use outside HVHZ: Yes
Verified By: American Test Lab of South Florida Inc.
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile Level "Cr. Max span is 13'-0" for 40 p.s.f.
ASD negative load the HV3 blade w/o window blade, T-6" for 110
FL389 R5 AE product evaluation drwo 11-190.odf
Created by Independent Third Party: Yes
p.s.f ASD load for HV3 blade w/o window blade and 9'-6" for 62
p.s.f for HV3 blade w/ window blade working In unison and 84" for
72 p.s.f. ASD load for HV3 blade w/o window blade Installed into
metal studs. See sheet number 5 of installation drawings for other
spans and pressures.
389.2
Bertha HV Accordion ShutterrvBlade 1
Extruded aluminum interlocking blades retained by tracks (top and
Only- (Non-HVHZ)- Drwg 11-192
bottom) for storm protection
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL389 R5 II ASSA drwo 11-192.pdf
Approved for use outside HVHZ: Yes
Verified By: American Test Lab of South Florida Inc.
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large missile level "D". Max. Span is 16' O" for 30 p.s.f
negative ASD load depending on centerrkates and locking rod
FL389 R5 AE ASSA Productevaluationreoortdrwa11192.odf
Created by Independent Third Party: Yes
configuration for the HV1 blade, 810"for +64, -72 p.s.f. load for
HV blade for Keystone mountings 7=0" for+75, -75 p.s.f. for
metals stud mountings and 8' 0" for 110 p.s.f. for HVI. and HULA
working In unison. See sheets 7, 11 and 20 respectively of
installation drawings forother spans and pressures.
389.3
Bertha HV Accordion Shutter -COMBO-
Extruded aluminum interlocking blades retained by tracks (top and
(Non-HVHZ)- Drwg 11-194
bottom) for storm protection
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL389 R511 ASSA DRWG 11-194. odf
Approved for use outside HVHZ: Yes
Verified By: American Test Lab of South Florida Inc.
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large missile. Max. 16%0" span at 30 p.s.f ASD load for ,
Blade 1 and 18' O" for Blade 2. See schedules on sheet 12, 25 and
FL389 R5 AE ASSA Product evaluation report time 11-194.odf
Created by Independent Third Party: Yes
28 respectively
nark Noxt
C0ntacL Us :: 1940 North Monroe Street, Tallahassee FL 32399 phone: 850-487-1824
The State of Florida is an ANEW employer. Copyright 2007-2010 State of Florida :: Privacy, Statement :: Accessibility Stazement :: Refund Statement
Under Florida law, email addresses are public remolds. Ifyou do not vent your e-mail address released In response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wth an email address if
they have one. The smalls provided may be used for official communication Wth the licensee. However email addresses are public record. It you do not Wsh to
supply a personal address, please provide the Department Wth an email address which can be made available to the public. To determine If you are a licensee
under Chapter 455, F.S., please dick here .
Produce Approval Accepts:
am ® 99 M
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