HomeMy WebLinkAboutpermit applicationALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number:
f
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
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line
Address:
Legal Description: Lc�_\'CsJ:t�
Property Tax ID #: �j -�—�( Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side:
HVAC
❑ Electric
Left Side:
U Shutters
❑ Plumbing Sprinklers ❑ GeneratorRoof pitch
[gNindows/Doors
Roof
Total Sq. Ft of Construction\:` Sq. Ft. of First Floor:
Cost of Construction: $ 1 '\ 1 C."D utilities: 0 Sewer Septic Building Height:
Name ' —V \
Address:5\00:D�
City: R>( - nn
�c 1 \T_-�C=_ tate: FL
Zip Code: 2.' - A�5 ` Fax:
Phone No. 40(10 - Gl ' sl_'0 as
E -Mail:
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
Name:'�C
Company:
Address: 4�& C��S
City: QDr4- � C State:
Zip Code., Fax:
Phone No.
State or County License:
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
C'sil'
31
m
...::_,
...,.A
.a...a.. a. ..,.... __ ....... .
DESIGNER/ENGINEER:t7Not Applicable
MORTGAGE COMPANY: Not Applicable
Name:
Name:
Address:
Address:
City: State:
City: State:
Zip: Phone _
Zip: Phone:
FEE SIMPLE TITLE HOLDER: Not Applicable
BONDING COMPANY: kCNot Applicable
Name:
Name:
Address:
Address:_
City:
City:
Zip: Phone:
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
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 intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
ignature of Own r : "see/Contractor as Agent for Owner
Sig ure o Contractor/ icense Holder
STATE OF FLORJQA
STATE OF FLORIDA
COUNTY OF �_— ��� t"
COUNTY OF QAC-
The for.oing instrument was acknowledged before me
The for oing instr ment was acknowledged before me
r --)by
this��ay of , 20��by
this c��ay of � _,20t
-
Name of person making statement
Name of person,,naking statement
Personally Known W"' OR Produced Identification
Personally Known t/ OR Produced Identification
Type of Identification
Type of Identification
Produced
Produced
(Signature of Notary Public) State of Floric��
(Signature of Notary Public- State of FloridaT )
.�, ua
fl -AW A.
Commission No. � � �� � ��� k (Z ail MY COMMISSION si
tpEiY P(,
LEE o I i!-!"t1ti : C9. LES
Febm'fnission No. l� F' � Q� � 17� � � j�sf�S�all)( COP1r,,11SSI0N l- FF 10
47
z EXPIRES: Apiil26
2018 EXPIRES: April 26. 20
P
8
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev. 8/2/17
Property Card
Page 1 of 1
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: 5602 KILLARNEY AVE
Sec/Town/Range: 12/34S/39E
Map ID: 13/12N
Zoning: RS -4
Ownership
Harold J Kestel (TR)
5602 Killarney Ave
Fort Pierce, FL 34951
Legal Description
LAKEWOOD PARK -UNIT 1 I- BLK 154 LOT I (MAP 13/12N) (OR 3149-
2170)
Current Values
Just/Market Value: $107,700
Assessed Value: $67,532
Exemptions: $67,532
Taxable Value: $0
Taxes for this parcel: SLC Tax Collector's Office 12
Download TRIM for this parcel: Download PDF
Parcel ID: 1301-613-0389-000-9
Account #: 3469
Use Type: 0100
Jurisdiction: Saint Lucie County
Total Areas
Finished/Under Air (SF): 1,379
Gross Area (SF): 2,186
Land Size (acres): 0.29
Land Size (SF): 12,834
This information is believed to be correct at this time but it is subject to change and is not warranted.
0 Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved.
http://www.pasle.org/RECard/ 10/26/2017
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Florida Building Code Online
Page I oi:6
�jj{.`C: 3., } -
#2015 Horror Eo9:[n User Registration
Hol Topics, Submit Surcharge Stats -& Facts Publications rDC Staff i ECiS Site Map Unks Search :
-'(y"�
ASTM E1886
7005
Prof6sionzll,
Y us - Pc-.u'Approval
tYSER: Public -User
ASTM E330
(('�j � t } t��y
TAS 201
1994
TAS 202
1994
et iiFL
1994
#
Application Type
Code Version
E02/19/2016
Application Status
Comments
date. set to reapply per S^Hamilton's req:2b.02/24/16
.
Archive?
E-1
Product Manufacturer
ClopayBuilding Products Company
Address/Phoma/Ercall
8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
mwesterf eld@clopay.conl
Authorized Signature
Scott Hamilton
shamiiton@dopay.com
Technical Representative.
Address/Phone/Email
Quality Assurance itepresentative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior poor Assemblies
Compliance Method Evaluation:Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I Evaluation Report -:Hardcopy Received
INIFlorida Engineer or Architect Name who developed Scott Hamilton
the Evaluation Report
Florida License PE -63286
Quality Assurance Entity Intertek Testing Services NA Inc, - ETL/Warnock Hersey
Quality Assurance Contract Expiration. Date 12/31/2028
Validated By Gary Pfuehier
E] Validation Checklist - Hardcopy Received
Certificate of Independence s? i£ j if Rc(c ri c_.jir_of [n sus?{ 7lcrFr of^V t.. cit ol7_ c;;n*qty.,
Gary Pfuehier 2016.02• tr.ntit
=,.165=16 RE) COT Strrterneot on Independence. of Eva.,'tr� l 7n Erf
S c��tr9a-yi5�it 010336112�„]�.�itl,F
Referenced Standard and Year (of Standard)
ANSI/DASMA 108
2005
ANSI/DASMA 115
2005
ASTM E1886
7005
ASTM E1996
2009
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TA5:203
1994
http://tivww.floridabuilding.org/pr/pt'_app_dtl.aspx?para =wGEVXQwtDgvgqu2tiv%2biiF... 6/21/2016
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product:Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date ;Approved
Method 1 Option D
02/18/2016
02125!2016
02/2512016
04/12/2016
Page 2 of 6
Go to Page 10 Page 1 / 3
FL # Model, Number'or Name Description
16546.1 01 WS-16-HY PAN -21`153: 73, Steel Pan (min. 25 ga.). Double -Car (9'2" to 16'0" wide)
1500, 75, 190, 84A, 94, 42, 42B,. WINUCOCDD& W5 Garage Door
48, 488, 55, 4RST, 6RST, 4RSF,
i 6RSF, GD5S, GDSSV, CRSS,
j GR5SV AR5S, AR5SV, ED5S,
EDSSV<
Limits of Use installation Instructions
Appraved for use in HVHZ: No f l 14;1540 1tz i _1 97?. -A_ i2�,y1 f
Approved for use outside HVHZ; Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes Created by Independent Third :Party: No
Design Pressure: +32 PSF/-32 PSF Evaluation Repoirts
Othert Solid doors (no glazing) or doors with optional i-Llfi546 116 AE CBPe_ j 3171 1-A,pdf
impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No
impact},
16546.2
02 W5-16-HY PAN -2F153: 73,
Steel Pan (min. 25,ga.) Double -Car (97' to 16°0" wide)
Limits of Use
1500, 75, 190,84A, 94, 42, 428,
WINDCODE9 W5 Garage Door
1fi '4C Rta j t tCs,7rt7 +Re r' '-.alf
48,:48B, 55, 4RST, 611ST, 4RSF
Verified By: Scott Hamilton FL PE 63286
Impact Resistants Yes
6RSF, GDSS, GD5SV, GR5S;
I7esign.Pressure: +46 PSF/-52 PSP
Evaluation Reports
GR5SV; AR5S, AR5SV, E05S,
1_6:46 ill> AE < F PC_ 13m'11 A.i7ii ,
glazing) or doors with optional impact -resistant glazing are
lD5SV
impact -resistant (large missile impact)'.
Limits of Use
Installation Instructions
Approved for use In HVHZ.,, No
F, 1(2546 R6 :II 101972 -13 -Rev 4j) f'
Approved fpr use outside HVHZ, Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +32 PSF/-32 PSF
Evaluation Reports
Other: The standard', glazing available for this product
F 16;4 R6 AE C PPC 11 211-,a p it
meets the wind load requirements of the building code but
Created by IndependentThird.Party: No
DOES NOT meet the Impact resistant requirement for
windborne debris regions.
...... ....... ......................
16546:3
03 WB -16 PAN -2F443: GD45,
GR4S, ED4S, AR4S
GalleryJArtistryJExpressions: Steel Pan {min. 24 ga.}
Double -Car (9'2" to 167' wide) WINDCODEO W8 Garage
Door with Optional Impact-Resistanttites
Limits of Use
Installation Instructions
Approved for use in HVHZ: YesF[
1fi '4C Rta j t tCs,7rt7 +Re r' '-.alf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistants Yes
Created by Independent Third Party: No
I7esign.Pressure: +46 PSF/-52 PSP
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (noi
1_6:46 ill> AE < F PC_ 13m'11 A.i7ii ,
glazing) or doors with optional impact -resistant glazing are
Created by Independent Third Party: No
impact -resistant (large missile impact)'.
Design Pressure -..+36 PSF/-42 PSF
16546.4 04 W6-16 PAN -21`153. 73, 1500,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 162" wide)
75, 190, 84A, 94, 42, 42B, 48,
WINDCODEO W6 Garage Door with Optional Impact -
48B, 55, 4RST, 6RST,- 4RSF, 6RSF,
:Resistant Lites
GDSS, GD5SV, CRSS, GRSSV,
AR5S,:AR5SV, EO5S, ED5SV
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16546 R6 11 104710-A-Revr03.odf
/lpproved for use outside HVHX, Yes
Verified By: Scott Hamilton FL.PE 63256
Impacit Resistant: Yes-
Created by Independent Third Party: No
Design Pressure -..+36 PSF/-42 PSF
(Evaluation Reports
other: Max, Wind Speed (N _uit): 170 MPH. Solid doors (no
f 165,46 R6 AE C BPC 1'3171:1-A-o(l€
standard glazing) are 'impact resistant (large missile
Created by Independent Third Party: No
impact)
http://ww-,,v.f[oridabuilding.org/pr/Pr_app_dtl:aspx?param=,ti GEVXQwttDqvgqu2w`/` s2bnF... 6%2-1/20'16
TABLE 160.3.1
WIND SPEED CONVERSIONS*,"
t V
1 100
110
120
1
140
15-0
160
A
70
18 0
1 90
2 (0
V.,
?8
85
03
101
1 08
_K
116 1
124 A
13-2
1 139
147
155
For SL I mile per hour = 0.44 uds.
a. Linear 4nu3Wlation is permitted.
b. Vd= nominal design wind speed applicable to methods opzdfied in Exceptions I through 5 of Section 1609.1.1.
C. V,* = uldmate design wind speeds detennined from Figures 16WA, 1609B, or 16WC-
TABLE IW9,7(1)
NOMINAL (ASO) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
LOCATED IN EVOSURE 0 (PSF)',At4,8
ULTIMATE DESIGN WIND SPEED (V,) DETERMINED IN ACCORDANCEWITH SECTIONIM-3 (MPH - 3 SECOND GUM
Width
Neight
ICOMPH
1 1101
1.00
1
1.47
160MP0 1
1$0 MPH
1yo MPH
1 190 MPH 1
120 MPH
t 200 MPH
Roof Angie 0-10 degrees
1,1.61
30
1100
1.40
1.66
35
.1.05
L45 X
22.3-25,2
25.1-785
29.2-3t.9
31.4-35.5
34.8-30
10
10
8A-9.4
102 11.4
72.1-13,6
14.2 - 16.0
16,5--ABL5
1$9-21a
21.5-24-2
24.3-27.3
273-30.6
30.4-34.1
33.3-37A
14
14
8.0-2.9
9.7-10.0
11.5-12;8
13.5-15.0
15.7-,13.4
; 19.0-26.0
205-22.8
23.1--25.7
25.9-28.8
28.9-311
32.0-35.6
Roe AY*W >10dognaea
9
7
9.6-M9
IIA -12,9
€6.1-18.2:
19-5-20,9
213-24.1
24.3-27.5
27.6-311
36.6-34.6
24.2-35.6
38.0-43.0
16
7
92-103
10.9-122
13.1-14.6
15.5-17.2
17,7-19.7
20:4»227
5-26,0
)ZA-214
24.3-32.4
12.1-36.5
36A-40.6
78 M?H,
85 i"14
93 W9
101 MPH
108 MPH
116 WR
124 MPH
332UM
139 MPH
147 WH
155 WH
fror SI -1 fbot = 304.8 =t% I mileper hour =1,609 kwjk I psf=b 47.98 NIW2.
Nomma Design Wind Speed (Vasa firm Ultimate Desigh Wmd Speed per SecUou IW -3-1
1, for effective areas or wind speeds.betwean those given above the load may be intexpolabcd, otburvim use the load associated with the lower effective awa.
2. Table values shall ba adjusted for height and.exposm by multiplying by the adjustment wefficientin Table 1609.7(2)
3. Plus and minus signs signify pressures acting toward and away ftux the building surfaces.
4. Kcptive pressu" ass=c 600rhas 2 feet of width in building's end zone.
S. Table values include the 0.6 load reduction factor. -A-0 , 0 14 -
TABLE. "IW9.7(2ADJHT USTMENT ACTOR FOR BUILDING
HEIGAND MWFMRE, (k)
MEM fMF HEIGHT (t"
13
EXPOSURE
it
15
1.00
1.21 P
1.47
20
1.00
1.29
jm'ss
25
1.00
1.35
1,1.61
30
1100
1.40
1.66
35
.1.05
L45 X
1.70
40
1.09
1.49
1,1.74
45
1.12
1.53
1.78
50
1.16
1.56
1.91
55
1.19
1.59
11"
G0
122
62
1.87
86124.1 Garage' door labellug. Garage doors shall. be
labeled with a permanent label provided by the garage
dQ6r m=ufacburer, '(be label shag identify the garage
door manufacturer, the garage door model/series number,
the positive and xiegative design pressure rating, indicate
impact, rated if, applicable, the installation instruction
drawing reference nuznberthe Florida Produ&t Approval
or Miami -Dade Product Approval number if applicable,
and the applicable test standards. 'The required 8arage door
components for an approved garage door assembly may be
indicated:using a-chrcklist form on the label. If a checklist
format Is used on the label, the door installer or the gamp
door ntanufichunr shall mark ffie, selected components on
the chec)Wst that are required to assemble an approved
garage door system. fine installation instructions
trtictions shall be
provided and available on the job site.
FLORID&RUILDINO CODS - BUILDING, 5th EDITION (2014)