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DATE FILED: d�-n�i� ' PERMIT# 1806-0028
REVISION FEE: (9 RECEIPT#
PLANNING &DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462.1553
APPLICATION FOR BUILDING PERMI I
PROJECT INFORMATION O� N
LOCATION/SITE
ADDRESS:
6804 Santa Clara Blvd,Fort Pierce FL
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Change Product Approval From Shingles to Metal
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CCC1327208 ST. LUCIE CO CERT. #:
BUSINESS NAME: Sunrise City CHDO Inc.
QUALIFIERS NAME: Roderick Waller
ADDRESS: 3550 Okeechobee Rd
CITY: Fort Pierce STATE: FL ZIP: 34947
PHONE(DAYTIME): 772-201-2850FAX: 772-907-0420
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
SLCCC: 9/23/09
Revised 06/30/17 :Rc Ek'
AUG 2 4 2018
Permitting Department
�^l 9t^e 4ifwY/BPS.:' 4` TTt�
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL20484-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived C:;
Product Manufacturer UNION CORRUGATING COMPANY
Address/Phone/Email 701 S. KING ST.
FAYETTEVILLE,NC 28301
(910)483-0479 Ext 256
jstieby@unioncorrugating.com
Authorized Signature John Stieby
jstieby@unioncorrugating.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
CEvaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Bala Sockalingam
the Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 09/07/2027
Validated By Yoosef Lavi,P.E.
(d: Validation Checklist-Hardcopy Received
Certificate of Independence FL20484 R1 COI CertificateIndeoendence.pdf
Referenced Standard and Year(of Standard) Standard Year
FM 4470 2012
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/23/2017
Date Validated 08/28/2017
Date Pending FBC Approval 09/01/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
20484.1 5V Min 26 ga.,24"wide through fastened panel over 15/32"thick
plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20484 R1 II EvaluationReDOrtC2175 1.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,P.E.62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-169 Evaluation Reports
Other:Uplift load of 71.0 psf @ fastener spacing of 24"o.c.& FL20484 R1 AE EvaluationReDOrtC2175 S.odf
169.0 psf @ fastener spacing of 6"o.c. Created by Independent Third Party:Yes
20484.2 Advantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 7/16"thick
OSB&15/32"&thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20484 R1 II EvaluationReoortC2175 2.Ddf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam P.E.62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-116 Evaluation Reports
Other:Maximum uplift load of 116.0 psf @ seam fastener FL20484 R1 AE Eva IuationReDortC2175 2.1)df
spacing of 4-5/8"o.c.along seam into min. 15/32"thick APA Created by Independent Third Party:Yes
rated plywood with retainer strap.
20484.3 Aluminum Advantage-Lok II Max 16.375"wide, nom 0.032"thick(min.)aluminum
concealed fastener roof panel over min 15/32"thick plywood
deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20484 R1 II EvaluationReDOrtC2175 3.Ddf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam P.E.62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-93.5 Evaluation Reports
Other: Uplift load of 22.5 psf at fastener spacing of 18.5"o.c. FL20484 R1 AE EvaluationReoortC2175 3.Ddf
and 86.0 psf at fastener spacing of 4.63"o.c. in 15/32" Created by Independent Third Party:Yes
plywood or 7/16"OSB.Uplift load of 93.5 psf at fastener
spacing of 4.63"o.c.with structural sealant in 15/32"plywood.
20484.4 Aluminum SL150 Max 16"wide,nom 0.032"thick(min.)aluminum snap-lock
standing seam metal panel over min 15/32"thick plywood
deck or 7/16"thick OSB
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20484 R1 II EvaluationReoortC2175 4.Ddf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam P.E.62240
Impact Resistant:N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-86 Evaluation Reports
Other:Uplift load of 45.0 psf at clip spacing of 24"o.c.and FL20484 R1 AE Eva IuationReoortC2175 4.pdf
78.5 psf at clip spacing of 6"o.c.in 15/32"plywood or 7/16" Created by Independent Third Party: Yes
OSB.Uplift load of 86.0 psf at clip spacing of 6"o.c.with
structural sealant in 15/32"plywood.
20484.5 MasterRib Min 29 ga., 36"wide through fastened panel over 15/32"thick
plywood or 7/16"thick OSB
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20464 R1 II EvaluationReoortC2175 5.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,P.E. 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-124 Evaluation Reports
Other: Uplift load of 56.0 psf @ fastener spacing of 24"o.c.& FL20484 R1 AE Eva luationReoortC2175 S.Ddf
124.0 psf @ fastener spacing of 6"o.c. Created by Independent Third Party: Yes
20484.6 MasterRib Min 29 ga., 36"wide through fastened panel over 15/32"thick
plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20484 R1 II EvaluationReDortC2175 6.Ddf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,P.E.62240
Impact Resistant:N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-88.5Evaluation Reports
Other: Uplift load of 56 psf for Fastening System 1. Uplift load FL20484 R1 AE EvaluationReoortC2175 6.Ddf
of 88.5 psf for Fastening System 2. Created by Independent Third Party:Yes
20484.7 ML150 Max 16.5"wide, min 24 ga.steel standing seam panel over
15/32"thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20484 RI II EvaluationReoortC2175 7.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam, P.E. 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-124 Evaluation Reports
Other:Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 R1 AE Eva IuationReoortC2175 7.Ddf
o.c.with 180 seam,self-adhering membrane and fixed clip. Created by Independent Third Party:Yes
20484.8 PBR or R Panel Min 26 ga.,36"wide through fastened panel over 15/32"thick
plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20484 R1 II EvaluationReDOrtC2175 8.Ddf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam P.E.62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-161.5 Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL20484 R1 AE EvaluationReDOrtC2175 8.Ddf
and 161.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
20484.9 SL175 Max 18"wide,min 24 ga.,snap-lock standing seam metal
panel over 15/32"thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20484 RI II EvaluationReoortC2175 9.Ddf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,P.E.62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-93.5 Evaluation Reports
Other: Uplift load of 39.8 psf @ clip spacing of 36"o.c.and FL20484 R1 AE EvaluationReDortC2175 9.Ddf
78.6 psf @ clip spacing of 8"o.c with felt.Uplift load of 93.5 Created by Independent Third Party: Yes
psf @ clip spacing of 12"o.c.with self-adhering membrane.
Back tvext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email 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,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 with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
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EVALUATION REPORT OF
UNION CORRUGATING COMPANY
j '26 GA.5V PANEL'
i
FLORIDA BUILDING CODE 6TH EDITION(2017)
FLORIDA PRODUCT APPROVAL
FL 20484.1-R1
ROOFING
METAL ROOFING
i
Prepared For:
Union Corrugating Company
701 S.King St.
Fayetteville,NC 28301
Telephone: (910)483-0479
Fax: (910)483-1091
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Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918)492-5992
FAX: (866)366-1543
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details (1 Page) `
Load Span Table (1 Page) �e� G� . qM fsB
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Report No. C2175-1
Date: 8.23.2017 5
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FL 20484.1-R1
C2175-1
8.23.2017
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: 5V Panel
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Deck Description: Min. 15/32" thick APA rated plywood or min. 3/a" thick wood plank
(min SG of 0.42) for new and existing constructions. Designed by
others and installed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Required for new construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2
Design Uplift Pressure: 71.0 psf @ fastener spacing of 24" o.c.
(Factor of Safety=2) 169.0 psf @ fastener spacing of 6" o.c.
Panel Attachment: #10-15 x 2" long wood screw with washer
At interior @ max 12" o.c. across panel width through panel rib
At panel ends @ max 6" o.c. across panel width through panel flat and rib
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on Union load span table. This evaluation report is
FL 20484.1-R 1
C2175-1
8.23.2017
Page 3 of 3
not applicable in High Velocity Hurricane Zone. Refer to current NOA
for use of this product in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2017 Section 1505 and current approved roofing materials
directory or ASTM E108/UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580 &UL1897 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T197-16, Reporting Date 5/12/16
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PANEL OVERLAP cno
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NEW UNDERLAYMENT PANEL FASTENER
ROOF PANEL SEE DETAIL 2 SEE DETAIL 1 SPACING PER ALLOWABLE 3
r�- r UPLIFT LOAD TABLE
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EXISTING UNDERLAYMENT EXISTING SHINGLES DECK ATTACHMENT AND PLYWOOD
(OPTIONAL) (OPTIONAL) SUPPORTS MUST BE 15/32"THICK(MIN.)
DESIGNED AND INSTALLED
BY OTHERS
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MIN. 2X_WOOD RAFTER.JOIST/
TRUSS AT MAX. 24"O.C.
TYPICAL PANEL INSTALLATION X-SECTION
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#10-15 X 2"LONG WOOD zQ C'-
SCREW WITH WASHER
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NEW UNDERLAYMENT MIN 26 GA, PANEL V viE
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EXISTING SHINGLES 51
(OPTIONAL)
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EXISTING UNDERLAYMENT PLYWOOD d 8
(OPTIONAL) 15/32 THICK(MIN.) a
DETAIL 1 '
GENERAL NOTES: z Oggg
1.ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 3�Y
#10-15 X 2"LONG WOOD FLORIDA BUILDING CODE (FBC).
SCREW WITH WASHER 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OFuoqi
PANEL 24. _ �m
( 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING& STRUCTURE AS
NEW UNDERLAYMENT MIN 26 GA. PANEL SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT.
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE.
5.ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING &THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
EXISTING SHINGLES REQUIREMENTS OF THIS DRAWING &THE CODE, THE CODE SHALL CONTROL.
(OPTIONAL) 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
EXISTING UNDERLAYMENT PLYWOOD
(OPTIONAL) DETAIL 2 15/32"THICK(MIN.) 02175-1
SHEEP NO.
1 a 1
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UNION CORRUGATING COMPANY
k 5V Panel Uplift Loads
s (Min 26 ga.)
Description Fastener Spacing Allowable Uplift
along Panel Length Load
E
(in) (psf)
Coverage width: 24" 6 169.0
8158.1
_._........ -- ___.
Panel Fasteners 10 . .....................__ --
#10-15 hex head screws with 12136.3
........_.......
_. _ ----
sealed washer 14121.7
16106.5
.................__._.
Panel fasteners spaced at 12" 18 94.7
o.c. across panel width 20 85.2
through ribs. — - 22 77.5
24 71.0
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 20484.1 and Union current installation procedure.
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1216 N Lansing Ave.,Suite C a r S I O` ° Bala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74106FL 62240
918 492 5992 3 a t
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