HomeMy WebLinkAboutSUBMITTED PAPERSDATE: FEES DUE: • <-Q• I RECEIPT #: Permit #: Q g
- --- ---- Planning & Development Services Department
Building & Code Regulation Division SCANNED
•.. 2300 Virginia Avenue
g c Q 1 nyL Ft. Pierce, FL 34982-5652 BY
Tel.772-462-1553 St. Lucie County
APPLICATION FOR ROOF PERMIT
SEE REVERSE SIDE FOR INSTRUCTIONS
1. Location/Site Address: � 2. 7 11 wfa\
2. Parcel ID Number: .2 3d&Q t M 1• (7(X -3
Office Use
Only
Section
Township
Range
Map Page
Zoning
Land Use
I Ini ' is
3. Description of Projector Work Activity�� P.p ✓' r� S�i /lq%� /���
4. Total Roof Area (square feet): .2 5. Roof Pitch: ,�Z•
r
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel [ ] Modified Bitumen [ Jf" Other 19
[ vfep/"roduct Approval required for all types of Roofing Material (2 Sets) kh el S
[ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
** Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8. Contractor Information
Name: \ Vq Mer i RZFELK1 _25845
FL Reg/Cert #: � L�
Address: kl[Pen k fiV Y [1 • County Cert #: a
City: •eY State: k: Business Name: .
Zip: Phone: Phone• - 1
9. Value of Construction: $ (a(n w
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that alVceall
rmation contained in this application is correct and that all work will be
done in compli applicable laws regulating construction and zoning.
PRI1�iT Q AItS/ �RS NAM SIGNAUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF j t
ACKNOWLEDGED BEFORE ME THIS DAY OF 20, BY AJ
�SIA
NALL KN WN T�R HAS PRODUCED AS IDENTIFICATION
NOTARY PUBLIC -STATE OF FLORIDA
Karen S. Nielsen
OF NOTARY TYPE OR PRINT NAME OF NOTARY (seal) ,=Commission #DD1000358
�QI Expires: JUNE 12, 2014
COMMISSION NUMBER 1 I 15 BONDED THRUAnANTiCBONDINGCO.,INC.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
Property Appraiser - St.Lucie ro»nty, FL
Page 1 of 1
PROPERTY RECORD CARD
James Trefelner Record: 1 of 1 <<Prev Next»
Spec.Assmnt Taxes
Exemptions Permits Home Print
Property Identification
,��,UCIE CO
Site Address: 422 Dusk Way
Sec/Town/Range: 08 :35S :39E
ParcellD:
Account #:
2308-601-0131-000-3
13189
QG�
y
Map ID: 23/08N
Use Type:
SF Res
-.
Zoning: AG-2.5
City/Cnty:
Saint Lucie County
Ownership and Mailing Legal Description
Owner: James Trefelner TROPICAL ACRES BLK B LOTS 72 AND 73 (0.70 AC) (OR 3547-2805)
Address: 1760 Copenhaver Rd
Fort Pierce FL 34945
Sales Information
Assessment 2013
Total Land and Building
Date
Price
Code
Deed
Book/Page
2013 TRIM:
90200
Land Value: 17600 Acres: 0.7
7/30/2013
60500
0112
SP
3547 / 2805
Assessed:
90200
Building Value: 72600
4/24/2013
71000
0112
CT
3511 / 0266
Ag.Credit:
0
Finished Area: 1289 SgFt
6/9/2006
290000
00
WD
2590 / 0876
Exempt:
50000
8/10/1998
84000
00
WD
1164 / 2584
Taxable:
40200
6/5/1998
53000
01
CT
1154 / 1288
Taxes:
995.58
6/7/1996
100
04
QC
1026 / 0170
12/1/1987
9200
00
CV
0568 / 1105
BUILDING INFORMATION
Exterior Features
View: -
RoofCover:
SA - Asph Shingle
RoofStruct:
HP - Hip
ExtType: HD+ - HD+
YearBlt:
1989
Frame:
-
Grade: D+ - D+
EffYrBlt:
1989
PrimeWall:
BS - CB Stucco
StoryHght: 0010 - 1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
STD
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 Qty.
Units Qual. Cond,
YrBlt.
No. Use Type
Type
Measure Depth
SWAV - RES POOL AVG Y 1
450 AV AV
1993
1 0100-SF Res
200 -Front Ft
100 302.5
PA01 - POOL DK-AVG Y 1
723 AV AV
1993
ENC2 - POOL ENC-AVG Y 1
1173 AV AV
1993
SDSF - SITE DEV S-F Y 1
1 AV AV
2001
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/pasle/prc.asp?prclid=230860101310003 1 8/20/2013
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3873334 OR BC,'-1556 PAGE 935, Recorded 09/06/2013 - `-1:26 PM
NOTICE OF COMMENCEMENT
TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.00
OR WHEN HEATING OR AIR CONDITIONING REPAIR OR REPLACEMENT EXCEEDS $7,500.00
PERMIT III: TAX FOLIO #: 2308-601-0131-000-3
State of Florida, County of SAINT LUCIE , the undersigned hereby gives notice that Improvement will be made to certain real property, and
in accordance with chapter 713, Florida statutes, the following information is provided in this notice of Commencement.
1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): 422 DUSK WAY
TROPICAL ACRES BLK B LOTS 72 & 73
2. GENERAL DESCRIPTION OF IMPROVEMENT: REROOF
3. ❑OWNER INFORMATION or ❑LESSEE INFORMATION (If Lessee contracted for the Improvement)
a. Name: JAMES TREFELNER
Address: 1760 COPENHAVER ROAD, FORT PIERCE, FL. 34945
b. Interest in property: OWNER
c. Name and address of fee simple title holder (if other than owner):
N/A
4. CONTRACTOR:
a. Name: J. A. TAYLOR ROOFING, INC.
Address: 302 MELTON DRIVE, FORT. PIERCE, FL. 34982
b. Phone number: 772-466-4040
5. SURETY COMPANY (IF Applicable, a copy of the payment bond Is attached):
a. Name & Address: _N/A
b. Phone number: Bond amount:
6. LENDER/MORTGAGE COMPANY:
a. Name & Address: _N/A
b. Phone number:
7. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE
SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STATUTES:
a. Name & Address: _N/A
b. Phone number: fax number:
B. IN ADDITION TO HIMSELF OR HERSELF,
a. Owner designates _N/A of to
receive a copy of the Ilenor's notice as provided in section 713.13(1) (b), Florida statues.
b. Phone number:
9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT:
(THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED).
WARNING TO OWNER:
ANY PAYM TS MADE BY THE OWNER A E EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,
PART I, S ON 713.13, FLORIDA ST ES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MFPNALTIESOFPERJ/URY,Il
ORDED AND POS ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTOR BEFORE COM LING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
UNDLAR AT E READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY
KNOAND BELIEF 2.5 , Fl. A STATUTES
AtAlLn
IG) AARE OF OWNER or LESSEE or OWNER'S AUTHORIZED DIRECTOR/PARTNER/MANAGER - aSIGNAO TITLE / FFICE
E FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS.,Z-DAY 20LT, BY:
E�NE(Z-
NAME-OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED
CJPERSON- N OR' ❑PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED
I
NOTARY SIGNATURE / NOTARY PRINTED NAME / NOTARY SEAL
NOTARY PUBLIC-STATF, OF FLORMA
Karen S. Nielsen
VCommisson#DD1000356
VExpires: JUKE 12, 2014
BONDED T'HRU ATLANTIC BONDING Ca, MC,
STATE Of FLORIDA
ST. LUCIE COUNT-y �
THIS IS TO CERTIFY THAT THIS Is A
T
nut Ayp fPIRECTCOPYOFTI,
ORIGINAteC ►1
JOSfP/(/j.i Aj11TH, VRK
Date:
T reasure Harvey E — v;inen 7205 Elyse Circle
C oast A Professici,_ _=ngineer #92831 P S L Florida 3495%-_ , ,2
B uilding Architect #AR0009471 PHONE(772) 466-5509
E ngineers, Certified General Contractor #CGCO24776 FAX(772) 489-3035
Inc. E-MAIL
Contractor J.A. TAX LC)V,� Imc .
Owner :Tgaya"g?,
Job Address 42-2 VQ9j,- U1 ft FVz ?i O2GE .
METAL ROOFING _1._1�,-['��ELoiZ 9,tol=t1J4 5V A
NEW ROOF RE —ROOF X REPAIR AREA 1860S�F,
MET AL ROOF PLAN
Date eg 2
FILE COPY
igo9, or o?
vvFINEvn��
on
n�n�nn�n
SEEM
�n
ME
ME=
SEEM
ENE
nSEMEN
n�
-ASCE 7-10 & FBC 2010 ENCLOSED BLDG _SEMI ENCLOSED BLDG OPEN
`PAR.,T 2 lOW RISE C&C SIMPLIFIED
-- RISK CAT2/V = _LkO JEXPOSURE__f5LjX = (. 4 f Kzt =1.0/h t3 / 1 /12 PITCH
%, ROOF S`7STEM.;EML.� �Ja• I Idefc�._�¢hZA-tL.l
` 1 �,, >tiL
Y
'zON E 1 P' @ @ h=30 = X = PSF x 0.6 = -
\`
20,NE 2 P @ @ h=30 = X = PSF.,x 0.6 = - 4 ( a = �► _
-
ZONE 3 P @ @ h=30 = X - PSF x 0.6 =—4,ep4• J a = Ph -
MAX DESIGN PRESSURE PER NOA ^�o14ir . L—. Sz N,1p
DECK TYPE i?Lq W,009 THICKNESS q5 z- t-g%LDJ-
BASE SHEETiYPePz= NO. PLIES FASTl�ER7Y'�sSPACiNG k�Usc? 2tpM15@l2•"
—�._ , .
1'rLe►D
PLY SHEET —. NO. OF PLIES FASTENER TYPE ^ SPACING --
TOP PLY NO. OF PLIES FASTENER TYPE — SPACING
INSULATION BASE LAYER TYPE -• SIZE
TYPE OF FASTENERS: SPACING FIELD PERIMETER — CORNERS
INSULATION TOP LAYER TYPE SIZE
TYPE OF FASTENERS/ L 41-16 FA9t5k1X" t- 6kz_^L iu4 Whs i4,msz5
DRIP EDGE SIZE 0" DRIP MATERIAL'2-64A-4'1 FLASHING MATERIAL 1-4 46e 4' 1 -
FASTENER SPACING FOR METAL ROOF PANELS: FIELD W PERIMETER V' CORNER Ilo" AT .MV * at0'frF—P-
OF`'
0
Tp,.N TRf. FAb NRE
T reasure Harvey E. Koehnen
C oast Professional Engineer #32831
B u i Id i ng Architect #AR0009471 a
E ngineers, Certified General Contractor #CGCO24776
Inc.
--....----- ............. --.......--...__.-- __.._.. _...
These Tables Are For Roof Coverings
Roof coverings Installed on Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B, C or D
'Table R301.2 [2]_QFz F= turn. �54.45cE 7- is
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE JPSF].
160 Exp B
Roof > 0 to 7 degrees
Zone 1
-27.6
7degrees = 11/2 /12 pitch
Zone 2
-46.4
Zone 3
-69.8
> 7 to 27 degrees
Zone 1
-25.3
(oof
27 degrees = 6/12 itch
Zone 2
-
a•>-� 1P S �-
one 3 r - +1
'44. I
Roof > 27 to 45 degrees
Zone 1
- 27.8
45 degrees = 12/12 pitch Zone 2 - 32.4
Zone 3 - 32.4
160 Exp C
160 Exp C
160 Exp D
160 Exp D
(One story
(Two story*) (One story*) (Two story
-33.4
-38.7
-40.6
-45.9
-56.2
-65.0
-68.3
-77.1
-84.5
-97.7
-102.7
-115.9
- 30,7
- 35.5
-37.2
- 42
- 63.4
- 61.8
-64.9
- 73.3
-78.8
- 91.2
- 95.7
- 108:;1
-33.7 -40.0
-39.3 -45.4
-39.3 -45A
-40.1 -462
-47.7 -53.8
- 47,7 -53.8
150 Exp B
150 Exp C
150 Exp C
150 Exp D
150 Ezp D
(one story*) (tvdo story*)
(one story*)
( two story)
Roof > 0 to 7 degrees Zone 1 -24.3
-29.6
-34.1
-35.8
-40.4
7degrees = 1112 /12 pitch Zone 2 -40.8
-49.4
-57.2
-60.0
-67.8
Zone 3 -61.4
-74.3
-86.0
-90.3
-102.0
Roof 7 to 27 degrees
__ 27 degrees = 6/12 pitch
Roof >,.27 to 45 degrees
45 degrees = 12/12 pitch
Zone 1
-22,2
Zone 2
-38.7
Zone 3
-57,3
Zone 1
- 24,3
Zone 2
- 28.4
Zone 3
- 28.4
- 26.9 - 31.1
- 46.9 - 54.2
- 69.44 - 80.3
' 29.5 -34.1
-34.4 -39.8
-34.4 -39.8
One story* = one story building with a maximum mean roof height of 15 feet
Two story* = two story building with a maximum mean roof height of 30 feet
-32.7
-56.9
-84.3
-35.8
-41.8
-41.8
- 36.9�P�'
- 64.3
-40.4 .
0
-47.2
-47.2
If allowed by the Miami Dade N.O,A or Florida Product Approval ., any -system -that does -not meet the
minimum components and cladding pressures for the area that the building is located per this form
may require a Florida licensed engineer to revise the fastener spacing
T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509
Port Saint Lucie FAX (772) 489-3035
Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com
WEB SITE http://www.tcbeweb.corr
P*
taeiseet5peny 5egubtelutrk
.r�xT+rt 3�iij.•ai
r4 d J�
l.m• Product Approval
i- USER: Public User
Page 1 of 2
r ' n
opru a 'Awedan 1aprtgtiri uias. _ €tom
Prodt,ct Approval Menu > vrod,j�, pr ApcLcat.Cn Sear-r > AprehCE.t- -.st > Application Detail
FL #
Application Type
Code Version
Application Status
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
FL14520-R1
on
2010
roved
I A TAYLOR ROOFING
302 Melton Drive
FT PIERCE, FL 34982
(772)466-4040
Rvalidation@yahoo.com
Kyle Taylor
flvalidation@yahoo.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Charles L THOMAS
PE-29439
Keystone Certifications, Inc. lti� 04/11/2021 OI
Locke Bowden
Validation Checklist - Hardcopy Received
FL14520 R1 COI Certificate of Independence FPA odf
Referenced Standard and Year (of Standard) Standard Year
TAS 125 2003
Equivalence of Product Standards
Certified By
http: "floridabuilding.ora/pr/pr_app_dtl.aspx?param=w•GEVXQNL-tDquxTVBjriRcYsCCTD3D3z4Qf6pO9... 1/16/201
t Lvttua liu11u111�` k-uue vnnne
Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
/ Date Approved
Summary of Prndur+a
Method 1 Option D
11/07/2011
11/07/2011
11/10/2011
12/06/2011
FL # Model, Number or Name
Description
14520.1 115 V CRIMP
26GA METAL ROOFING PANEL
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
FL14520 R1 II 5V Crimp Evaluation
'Report Details Rev.Ddf
Impact Resistant: N/A
Design Pressure: +N/A/-129.25
Verified By: PRI Construction Materials Technologies,
Other: The required design wind loads shall be
LLC
Created by Independent Third Party: Yes
determined for each project per the Florida Building
Evaluation Reports
Code. The maximum fastener/clip spacing listed herein
shall not be exceeded. This product Is not evaluated for
FL14520 R1 AE 5V Crimp Evaluation Report Rev Ddf
Created by Independent Third Party: Yes
use In the High Velocity Hurricane Zone.
Back Next
Contact us :: 1940 North Monroe Street Tallahassee FL 32399
The State of Florida is an AA/EEO employer. Cooynoht 2007-2010 State of Florda .: Privacy Statement :: Accessibility Statement Refund statement
Under Florida law, e-mail addresses are public records If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity Instead. contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web
accessibility. please contact our Web Master at webmasterrddbor state flus.
Product Approval Accepts:
® R K'
"Curlt\ %i. : k
wim
ttp:"floridabuilding.or`,lprlpr_app_dtl.aspx?param=w-GEVXQ%kiDquxTVBjriRcYsCCTD )D3z4Qf6pO9... 1 /16/201?
J.A. Taylor Roofing Inc.
Evaluation Report for
26 ga. 5V Crimp Metal Roof Assembly
FL# 14520-R1
Evaluation Report - 7
Report for: J.A. Taylor Roofing Inc. Date: November 3, 2011
302 Melton Drive
Fort Pierce, FL 34982
Building Code:2010 Florida Building Code ! Compliance Method: Rule 9N-3.005(1)(d)
Section(s): 1504.3.2 Category: Roofing j
Project No.: FAE-001-01-01 Sub -Category: Metal Roofing
Scope: Product Category: Roofing
Sub -Category. etal Roofing
Compliance: v The 26 ga. 5V Crimp Metal Roof Assembly described
herein has demonstrated compliance with Section
1504.3.2 of the 2010 Florida Building Code
References: Test Application' Standard (TAS) 125-03 Standard Requirements for Metal
Roofing Systems, Section 8 testing pursuant to Hurricane Test Laboratory, LLC
(FBC Organization ID No. TST1527) report no. 0224-0501-06, dated October 31,
2006.
Report addendum for report no. 0224-0501-06 (Specimen #1, 2, &4) issued by
Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated
September 28, 2011
Drawings # '26" 5V 24' Coverage' issued by Hurricane Test Laboratory, LLC
(FBC Organization ID No. TST1527), dated September 20, 2011.
Engineering Analysis by PRI Construction Materials Technologies (FBC
Organization No.TST5878), dated April 19, 2011.
Product Description: 5V Crimp panel, minimum 26 ga. corrosion resistant steel (Grade 80), 26" panel
(24" maximum coverage), '/2" ribs; material shall comply with 2010 Florida
Building Code. Section 1507.4.3.
IMinimum #9-15 HWH corrosion resistant fasteners with sealing washers
designed for metal to wood connections of sufficient length to penetrate 5/16"
through the sheathing. Material shall comply with 2010 Florida Building Code,
Section 1507.4.4.
Limitations: I Limitations and Conditions of Use include the following.
J • This evaluation does not include use of the product within the High -Velocity
Hurricane Zone (HVHZ).
• Fire Classification is not within scope of this Evaluation Report; refer to a
current Approved Roofing Materials Directory for fire ratings of this product.
Page 1 of 3
JA. Taylor Roofing Inc.
Evaluation Report for
26 ga. 5V Crimp Wtai Roof Assembly
FL# 14520-R1
Roof Assemblies:
• The product shall be installed in accordance with the Manufacturer's
instructions and the Roof Assemblies section herein.
• Modifications of the products as evaluated herein are beyond the scope of
this evaluation.
• All products listed herein shall have a quality assurance audit in accordance
with F.A.C. Rule 913-72
Assembly No. 1
AAax
/
Design Pressure:
-69.25 `r
Slope:
2:12 or greater
Deck:
✓Minimum 15/32" plywood or wood plank
Deck Attachment:
In accordance with the applicable Code. In no case less
than minimum 8d x 2" annular ring shank nails spaced 6"
o c. In reroofing, where the deck is less than 19/32" thick
(minimum 15132") the above attachment method must be
in addition to existing attachment. Deck attachment to
be designed by others
Underlayment:
JMinimum ASTM D 226, Type II (No. 30) in accordance
with Section 1507.2.8 of the 2010 Florida Building Code
or any Approved undedayment having current Florida
Statewide or Local Product Approval.
5V Crimp Panels:
Installed in accordance with Manufacturer's installation
instructions. ++ Minimum #9-15 corrosion resistant
fasteners with sealing washers designed for metal to
wood connections of sufficient length to- penetrate 5/16'
through the sheathing installed 16" o.c. along the crown
of the rib in the center of panel and along the lap (See
Drawings).
Ma Design Pressure. -1 .25\
Slope. :12 or grey r
Deck: Minimum 15132' lywood or ood plank
Deck Attachm nt: In accordance with a plicable Code.?na
se i s
than minimum 8d x 2" nnular nng shana ed "
o.c. In reroofing, w re a deck is less "thick
(minimum 15132") a above attachmentmust be
in addition to e isting atta� ment. Decment tobe designed others.
Unde ayment.� nlmum STM D 226,Type II No. 30ordancewit Sec' n 1507.2.8 of the 2010 loridg Codeor a y pproved underlayment h ing Florida
Page 2 of 3
J A. Taylor Roofing Inc.
Evaluation Report for
26 ga. 5V Crimp Metal Roof Assembly
FL# 14520-RI
Drawings:
5V G imp Panels: / InstallWin
through the 4
the rib in the
Drawings).
I Product Approval
nce with anufa urars in Ilation
line um -15 cor sion resistant
aling hers designe r metal to
of su cient length to netFte 5/16'
ling ' s led 8' o.c. ng the can pf
ite of pa I and ong the lap (See
5-V PANEL PROFILE
24" Coverage
_—' FASTGtiLk D__;y,_
Quality Assurance: Keystone Certifications. (FBC Organization No. QUA1824)
Evaluator:.
Charles L. Thomas, P.E.
Florida Registered Profession) Engineer
PE No.: 29439
FBC Organization No.: ANE9008
14609 Dixie Hwy, Hudson, FL.34567
Date: �� /� /,-Zep f
Page 3 of 3
09/11/2013 16:10
772468g?Q7
r
�f
JA TAYLOR ROOFINr.
PAGE 01/01
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34932
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit# �E'J�{s,110o
licensed as a ontractor- /Engineer/Architect
(Please print name & circle license type) *FS4 nspector
*General, Building, Residential or Roofing'Cantractor or any individual certified under 468 F.S. to make such on inspection.
On or about I did personally inspect the roof deck nailing
(Da e) (,
work at:
(JOb site address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S.)
- Li
signature and Seal
(2 (3 � / 2 �?
J�
License #
STATE OF FLORID
COUNTY OF 1
sworn to Subscr eel before me this �_ da f 20J
by _ White _. Who is pem ally known o me or who has produced
�� as identtflcatic i.
Notary pu�F oriel
Signature of Notary:
Commission Number: (Seal)
NOTARY M3LIC-STATE OFFLORIDA
En 01/19/2011"•• Karen S. Nielsen
=Commission#11131000358
yti Expires: JUKE 12, 2014
BONDED MU ATU ricsarrnarG M, INC,
RECEIVED SEP 1.17013