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Product Aooroval Menu > Product or Aoolication Search > Aoolkation Ust > Application Detail SCAN
ED
FL # FL9555-R4 BY
Application Type Revision l� U
Code Version 2017 i� CBS*
Application Status Approved
Comments
Archived
7
Product Manufacturer
UNION CORRUGATING COMPANY
Address/Phone/Email
701 S. KING ST.
FAYETTEVILLE, NC 28301
(910) 483-0479 Ext256
jstleby@unioncorrugating.com
Authorized Signature
John Stieby
jstleby@unioncorrugating.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Structural Components
Subcategory
Roof Deck
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
"] Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Bala Sockaiingam
the Evaluation Report
Florida License
PE-62246
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
09/07/2027
Validated By
Yoosef Lavi, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
EL.9555 R4 COI CertiflcateIndeoendence.odf
Referenced Standard and Year (of Standard)
Standard Year
E1592 2005
2012
'14,
Equivalence of Product Standards
Certified By
Sections from the Code
1/3
'a
11
Florida Building Code Online
Product Approval Method Method i Option D
Date Submitted 08/23/2017
Date Validated 08/28/2017
Date Pending FBC Approval 09/09/2017
Date Approved 12/12/2017
Cunenanr of P-1... 4.
FL #
Model, Number or Name
Description
9555.1
5V Panel
29 ga., 24" wide, through fastened panel over wood supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL9555 R4 II EvaluationReoortC2172 i.Of
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-70.25
Evaluation Reports
Other: Uplift load of 70.25 psf @ support spacing of 24" o.c.
FL9555 R4 AE EvaluationReoortC2172 i.odf
Created by Independent Third Party: Yes
5555.2
MasterRib Panel
26 ga., 36" wide, through fastened panel over steel supports
Use
Installation Instructions
pproved for use in HVHZ: No
FL9555 R4 II EvaluationReoortC2172 2.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-47.2
Evaluation Reports
Other: Uplift load of 47.2 psf @ support spacing of 60" o.c.
FL9555 R4 AE EvaluationReoortC2172 2.Ddf
Created by Independent Third Party: Yes
9555.3
MasterRlb Panel
29 ga., 36" wide, through fastened panel over steel supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R4 II EvaluationReoortC2172 3.Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +27.1/-37.7
Evaluation Reports
Other: Design load of 27.1 & -37.7 psf at support spacing of
48" o.c.
FL9555 R4 AE Eva luatlonReoortC2172 3.odf
Created by Independent Third Party: Yes
9555.4
MasterRib Panel
29 ga., 36" wide, through fastened panel over wood supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R4 II EvaluationReoortC2172 4.Ddf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +27.1/-36.2
Evaluation Reports
Other: Design load of 27.1 & -36.2 psf at support spacing of
48" o.c.
FL9555 R4 AE Eva luationReoortC2172 4.Ddf
Created by Independent Third Party: Yes
9555.5
MasterRib Panel
29 ga., 36" wide, through fastened panel over nom. 1" x 4"
wood supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL9555 R4 II EvaluationReoortC2172 5.Ddf
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-138.9
Evaluation Reports
Other: Uplift load of 138.9 psf @ support spacing of 24" o.c.
FL9555 R4 AE EvaluationReoortC2172 5.odf
Created by Independent Third Party: Yes
9555.6
PBR Panel
Min. 26 ga., 36" wide, through fastened roof panel over open
steel supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R4 H EvaluatlonReoortC2172 6.Ddf
Approved for use outside-HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +96/-163
Evaluation Reports
Other: Design loads of 96 & -163 psf at support spacing of
FL9555 R4 AE EvaluadonReDOrtC2172 6.Ddf
20" o.c.
Created by Independent Third Party: Yes
Dack Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850487-1824
The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, emall addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic
I.org/pr/pr app dti.aspx?param=wGEVXQwtDgtvOROQkZA5REBEOgziUdl7ntuFlu2jC5s%3d 2/3
1/9/2018 Florida Building Code Online
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
4S5.275(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 emalls 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
f address, please provide the Department with an email address which can be made available to the public. 7b determine If you are a licensee under Chapter 455, F.S.,
t please dick hqM.
Product: Approval Accepts:
�� �M
Credit Card
Safe
3/3
EVALUATION REPORT OF
UNION CORRUGATING COMPANY
`29 GA. 5V PANEL'
OVER WOOD SUPPORTS
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 9555.1-114
STRUCTURAL COMPONENTS
ROOF DECK
Prepared For:
Union Corrugating Company
P. O. Box 229
Fayetteville, NC 28302
Telephone: (910) 483-0479
Fax: (910) 483-8897
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)
Report No. C2172-1
Date: 8.20.2017
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FL 9555.1-R4
C2172-1
8.20.2017
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 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Nom. 1" x 4" (min) lumber (Southern Yellow Pine Untreated)
(Must be designed by others)
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2
Design Uplift Pressure: 70.25 psf'@ fastener spacing of 24" o.c.
(Factor of Safety = 2) (3 or more spans)
Panel Attachment: #9-15 or #10-14 x 1-1/2" long wood screws with washer
At panel ends @ 12" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 `Resistance to Foot Traffic'.
Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure
prescribed in ASTM E1592-05(2012).
The test procedure in FM 4470 (1992) comply with test procedure
prescribed in FM 4470 (2012).
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 support spacing listed herein shall not be
exceeded. The design uplift pressure for reduced support spacing may
be computed using rational analysis prepared by a Florida Professional
Engineer. This product is not approved for use in the 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 for fire ratings of this product.
Supporting Documents: ASTM E1592 Test Report
Farabaugh Engineering and Testing Inc
Project No. T246-06, Revised Reporting Date 11/7/06
FM 4470 Test Report
ENCON Technology Inc
C1583-3, Reporting Date 7/24/08
FL 9555.1-R4
C2172-1
8.20.2017
Page 3 of 3
vp 1
12'
PANEL FASTENER
#9-15 OR #10-14 X 1.5" LONG WOOD
SCREWS @ MAX 12" O.C.
FASTENER PATTERN
SUPPORT SPACING = 24" O.C.
ALLOWABLE UPLIFT PRESSURE = 70.25 PSF
- 24'
5V Panel Profile
Minimum 29 Gauge, Minimum Yield - 80 KSI
NOM. 1" X 4" (MIN)
SYP UNTREATED
(DESIGN BY OTHERS) m
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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Stall BCIS Site Map Unks Search I
a
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL14081-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Fabral
Address/Phone/Email 3449 Hempland Rd
Lancaster, PA 17601
(717) 291-518B
bcroucher@fabral.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Structural Components
Subcategory
Roof Deck
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
James L. Buckner, P.E @ CBUCK, Inc.
the Evaluation Report
Florida License
PE-31242
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
12/31/2021
Validated By
Steven M. Urich, PE
21 Validation Checklist - Hardcopy Received
Certificate of Independence
FL14081 R3 COI CertificateOfindeo.odf
Referenced Standard and Year (of Standard)
Standard Year
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14081 R3 Eauly Test Standard Eauiv.odf
Sections from the Code
Product Approval Method
Method 1 Option D
Date Submitted
10/11/2017
Date Validated
10/12/2017
Date Pending FBC Approval
10/18/2017
Date Approved
12/13/2017
Summary of Products
FL #
Model, Number or Name
Description
14081.1
"GRANDBEAM@"
Lapped Roof Panel - Exposed Fastener Steel Roof Panel
mechanically attached to steel purlins.
Tns of Use
Installation Instructions
pproved for use in HVHZ: No
FL14081 R3 II 1 GrandbeamOnSteelPUfiins EVALREPORT.odf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-67.5
Evaluation Reports
Other: Refer to Evaluation Report for Conditions and
FL14081 R3 AE 1 GrandbeamOnSteelPuriins EVALREPORT.Ddf
Created by Independent Third Party: Yes
Limits of Use. Refer to manufacturer's installation
Instructions as a supplemental guide for attachment.
Back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cooyrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accesstbllity 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 mall. 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
smalls 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
dick here .
Product Approval Accepts:
r-E- � ® `xhec.
Credit Card
Safe
r ,
Speclalfiy Structural IEnglneering
Evaluation Report
"GRANDBEAM®"
Metal Roof Assembly
CBUCK, Inc. Certificate of Authorization #8064
Manufacturer:
Fabral, Inc.
3449 Hempland Road
Lancaster, Pennsylvania 17601
(800) 884-4484
for
Florida Product Approval
# FL 14081.1 R3
Florida Building Code 6th Edition (2017)
Method: 1- D
Category: Structural Components
Sub - Category: Roof Deck
Prepared by:
James L. Buckner, P.E., S.E.C.B.
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 17-134- GB-S6P -ER
(Revises 15-134- GB-S6P-ER, F114081.1 R2)
Date: 10 / 5 / 17
Contents:
Evaluation Report Pages 1— 7
Product: "GRANDBEAM" Roof Panel
Material: Steel
Support: Steel Purlins
Facsimile of digital copy signed by
James L. Buckner, P.E.
Electronically signed and sealed documents shall
comply with the provisions of FAC Rule 61G15-23.
1\1llllIIIt//,/
�•���s L. sue,.,,
* ' No 31242
0,�\'• STATE OF
ORID
�I
2017.10.11 13:33:36-04'00'
CBUCK, Inc. dba CBUCK Engineering
Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net
Business: 1374 Community Dr., Jupiter, FL 33458 • Corp/Mailing: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062
I ,
FL #: FL 14081.1 R3
®� ® Date: 10 / 5 / 17
C®VC Engineerinq Page Report No.: 2 of 74-GB-S6P-ER
Specialty Structural Engineering
Manufacturer: Fabral, Inc.
3449 Hempland Road
Lancaster, Pennsylvania 17601
(800) 884-4484
http://www.fabral.com/
Product Name: "GRANDBEAM"
Product Category: Structural Components
Product Sub -Category Roof Deck
CBUCK, Inc. Certificate of Authorization a8064
j Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System
"GRANDBEAM" Roof Panel
Description:
Lapped, Exposed Fastener Steel Roof Panel mechanically attached to steel purlins.
Product Assembly as
Refer to Page 4 of this report for product assembly components/materials &
Evaluated:
standards:
1. Roof Panel
2. Fasteners
Support:
Type:
Steel Purlins
(Design of steel support and its attachment to support framing is outside the
scope of this evaluation.)
Description:
• 14 Gauge minimum
• Yield Strength: 50 ksi minimum
Slope:
Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance:
Wind Uplift Resistance:
• Design Uplift Pressure: - 67.5 PSF
FL M FL 14081.1 R3
Date: 10/5/17
CBUCK Engineerin Page Report No.: 3 of 74-GB-S6P-ER
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Performance Standards: The product described herein has demonstrated compliance with:
• U L580-06 —Test for Uplift Resistance of Roof Assemblies
• U L 1897-12 — Uplift test for roof covering systems
Standards Equivalency: The UL 580-94, UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standards in UL 580-06, UL 1897-12
adopted by the Florida Building Code 6th Edition (2017) for use as evaluated in
this report.
Code Compliance: The product(s) described herein have demonstrated compliance with the
performance standards listed above as referenced in the current Florida Building
Code.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and • Diaphragm and axial load capacity is outside the scope of this evaluation.
Conditions of Use: • Design of support system is outside the scope of this report. Support shall be
designed by others and shall comply with the FBC Chapters 22 for steel and
Chapter 16 for structural loading.
• All metal components and fasteners shall be corrosion resistant in accordance
with applicable sections of FBC, including but not limited to Sections 1504.3.2,
1506.6 and 1507.4.4.
• Scope of "Limitations and Conditions of Use" for this evaluation:
This evaluation report for "Optional Statewide Approval' contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval'.
• Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code". Any modification of
the product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through UL, LLC (FBC Organization ID# QUA 9625).
FL #: FL 14081.1 R3
q Date: 10 / 5 / 17
rlq Page Report No.: 4 of 74-GB-S6P-ER
CBUCK Erlgineeri
Specialf j Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Components/Materials: Roof Panel:
Material:
Thickness:
Panel Width:
Rib Height:
Yield Strength:
Corrosion Resistance:
"GRAN DREAM"
Steel
26 gauge min.
36" (max.) Coverage
7/8"
40 ksi min.
In compliance with FBC Section 1507.4.3
Fastener: (Panel to Support & Side laps)
Type: Hex -Head Self -drilling Screw w/WSW
Size : #12 x 1"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Approved Per FBC 1507.4.4
Installation: Installation Method:
(Refer to "TABLE A" below and drawings at the end of this report.)
■ Purlin Spacing: Refer to "TABLE A" Below
■ Fastener Spacing: 9" o.c. (max.)
■ One (1) fastener (at each purlin intersection)
■ Side Lap Spacing: 12"o.c.
(along the length of the end laps and within 3" from each end)
■ Rib Interlock: Lapped
■ Minimum fastener penetration thru bottom of support, 3 /4".
(through flange of steel purlins)
TABLE "A"
ALLOWABLE LOADS
METHOD 1:
Design Pressure:
- 67.5 PSF
Fastener Spacing (max.):
9"
Max. Support Spacing:
48"
Side Lap Spacing:
12"
Span Condition:
3 or more
Notes:
• Allowable design pressure(s) for allowable stress design (ASD).
• Fastener Attachment to Steel Supports May Be Designed By A Qualified
Design Professional As Required By The Florida Building Code For Site Specific
Projects.
• Diaphragm and axial load capacity are not included in this evaluation.
Install the "GRANDBEAM" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 6th Edition
(2017). The installation method described herein is in accordance with the scope
of this evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
FL #: FL 14081.1 R3
®� 1 y Date: 10 / 5 / 17
.i CSUCK Engineering Papert No.: 5 - 74-GB-S6P-ER
g
r
j; Specialru Sfiructural Engineering CBUCK, Inc. Certificate of Authorization #8064
Referenced Data: 1. UL580-94/UL1897-98 Uplift Test
Architectural Testing, Inc. (FBC Organization ID# TST 1558)
Report #70328.01-109-44 Date: 2/06/07
2. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization #ANE 1916)
3. Quality Assurance
UL, LLC (FBC Organization ID# QUA 9625)
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
1 1
FL #: FL 14081.1 R3
Date: 10 / 5 / 17
CE3VC� "�gi����i�g Pagert No.: 6 of 74-GB-S6P-ER
I
Speeclalty Structural Englneering CBUCK, Inc. Certificate of Authorization #5064
Installation Method
Fabral, Inc.
"GRANDBEAM" Steel Roof Panel attached to Steel Purlins
Drawings
36" Coverage
7/811
Typical Panel Profile
Roof Assembly Profile
Typical Fastening Pattern along Supports
FL #: FL 14081.1 R3
Date: 10 / 5 / 17
CSVCK Engineering PageReportNo.: 17-13
74-GB-S6P-ER
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Fabral, Inc.
"GRANDBEAM" Steel Roof Panel attached to Steel Purlins
ii
Grandbeam Panel Sidelap:
\ /-- #12 x 1" HWH Screw
48" Max.
#12x1"
HWH Screw
Steel Purlin
Typical Roof Assembly Isometric View
TABLE "A"
METHOD 1:
Design Pressure:
- 67.5 PSF
Fastener Spacing:
9"
Max. Support Spacing:
48"
Side Lap Spacing:
12"
Span Condition:
3 or more
l/y/LU 10
rimiva Duuquiy ,uue vlmile
AMONG%
`User
BCIS Home j Log In Registration
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Publications { FBC Staff {
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1{ Product Approval
F USER: Public User
Product Approval Menu > product or Application Search > Application List > Application Detail
FL #
FL9555-R4
Application Type
Revision
Code Version
2017
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
UNION CORRUGATING COMPANY
701 S. KING ST.
FAYETTEVILLE, NC 28301
(910) 483-0479 Ext256
jstieby@unioncorrugating.com
John Stieby
jstieby@unioncorrugating.com
Structural Components
Roof Deck
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation 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.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL9555 R4 COI CertificateIndependence.pdf
Standard
ASTM E1592
FM 4470
Year
2005
2012
_app_dtl, aspx? param=wG EVXQwtDgtvOROQkZA5RE8 EOgzi Udl7ntuFlu2jC5s%3d
1/3
uaicv iv
Product Approval Method
i
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Prnducfe
17-11"1 lud Duuun qy wue vnm IC
Method 1 Option D
08/23/2017
08/28/2017
09/09/2017
12/12/2017
FL #
Model, Number or Name
Description
9555.1
5V Panel
29 ga., 24" wide, through fastened panel over wood supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R4 II EvaluationReoortC2172 1.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-70.25
Evaluation Reports
er: lift load of 70.25 psf @ support spacing of 24" o.c.
FL9555 R4 AE Eva IuationReoortC2172 l.odf
Created by Independent Third Party: Yes
9555.2
MasterRib Panel
26 ga., 36" wide, through fastened panel over steel supports
.aoulef Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R4 II EvaluationReportC2172 2.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-47.2
Evaluation Reports
Other: Uplift load of 47.2 psf @ support spacing of 60" o.c.
FL9555 R4 AE Eva IuationRepo rtC2172 2.odf
Created by Independent Third Party: Yes
9555.3
MasterRib Panel
29 ga., 36" wide, through fastened panel over steel supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R4 II EvaluationReoortC2172 3.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Design Pressure: +27.1/-37.7
Created by Independent Third Party: Yes
Evaluation Reports
Other: Design load of 27.1 & -37.7 psf at support spacing of
FL9555 R4 AE EvaluationReoortC2172 3.odf
48" o.c.
Created by Independent Third Party: Yes
9555.4
MasterRib Panel
29 ga., 36" wide, through fastened panel over wood supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R4 II EvaluationReoortC2172 4.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Design Pressure: +27.1/-36.2
Created by Independent Third Party: Yes
Evaluation Reports
Other: Design load of 27.1 & -36.2 psf at support spacing of
FL9555 R4 AE EvaluationReDOrtC2172 4.odf
48" o.c.
Created by Independent Third Party: Yes
9555.5
MasterRib Panel
29 ga., 36" wide, through fastened panel over nom. 1" x 4"
wood supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R4 II EvaluationReDOrtC2172 5.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.9
Other: Uplift load of 138.9 psf @ support spacing of 24" o.c.
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL9555 R4 AE EvaluationReDOrtC2172 S.odf
Created by Independent Third Party: Yes
9555.6
PBR Panel
Min. 26 ga., 36" wide, through fastened roof panel over open
steel supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +96/-163
Other: Design loads of 96 & -163 psf at support spacing of
20" o.c.
FL9555 R4 II EvaluationReoortC2172 6 odf
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Evaluation Reports
FL9555 R4 AE EvaluationReDOrtC2172 6 pdf
Created by Independent Third Party: Yes
Rack Ment
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32392 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
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mail to this entity. Instead, contact the office by phone or dy 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 .
Product Approval Accepts:
• �INUM® eCheck
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Safe
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EVALUATION REPORT OF
UNION CORRUGATING COMPANY
`26 GA. MASTERRIB PANEL'
OVER STEEL SUPPORTS
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 9555.2-114
STRUCTURAL COMPONENTS
ROOF DECK
6
Prepared For:
Union Corrugating Company
701 S. King St.
Fayetteville, NC 28301
Telephone: (910) 483-0479
Fax: (910) 483-1091
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)
Report No. C2172-2
Date: 8.20.2017
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FL 9555.2-R4
C2172-2
8.20.2017
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: MasterRib Panel
Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c.
Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others)
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2
Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c.
(Factor of Safety = 2)
Support Attachment: #12-14 x 1" long self -drilling screws with washers
At end supports @ 3.5"-5.5"-3.5" o.c. across panel width
At intermediate supports @ 9" o.c. across panel width
Sidelap Attachment: '/4"-14 x 7/8" long SDS with washer @ 30" o.c.
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 `Resistance to Foot Traffic'.
Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure
prescribed in ASTM E1592-05(2012).
The test procedure in FM 4470 (1992) comply with test procedure
prescribed in FM 4470 (2012).
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 support spacing listed herein shall not be
exceeded. The design uplift pressure for reduced support spacing may
be computed using rational analysis prepared by a Florida Professional
Engineer or based on Union Corrugating load span table. This product
is not approved for use in the 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 for fire ratings of this product.
0
FL 9555.2-R4
C2172-2
8.20.2017
Page 3 of 3
Supporting Documents: ASTM E1592 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T163-06, Reporting Date 6/7/06
FM 4470 Test Report
ENCON Technology Inc.
C1583-2, Reporting Date 7/24/08
INTERIOR SUPPORTS
MIN 16 GA. STEEL -
(DESIGNED BY OTHERS)
END SUPPORTS
MIN 16 GA. STEEL -
(DESIGNED BY OTHERS)
MASTERRIB
PANEL
MIN 16 GA. STEEL -
(DESIGNED BY OTHERS)
PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER
9
® 9" O.C. DETAIL _ ® 30" O.C.
" O.C. MASTERRIB PANEL
PANEL FASTENER
3.5"-5.5"-3.5" O.C.
MASTERRIB
PANEL
TYPICAL PANEL INSTALLATION X—SECTION
PANEL FASTENER
9" O.C.
SIDELAP FASTENER MASTERRIB
1/4""-14 SDS WITH PANEL
WASHER ® 30"" O.C. PANEL FASTENER
ID12-14 x 1" LONG
S WITH WASHER
MIN 16 GA. STEEL
(DESIGNED BY OTHERS)
PANEL SIDELAP
SIDELAP FASTENER
30" O.C.
MAX 60" O.C.
(SEE LOAD SPAN TABLE FOR
ALLOWABLE LOADS AND SPANS)
SECTION VIEW
SIDELAP FASTENER
® 30" O.C.
PANEL FASTENER
3.5"-5.5"-3.5" O.C.
GENERAL NOTES:
1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH
OF PANEL = 36".
3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS 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 DESIGN LOADS.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE
SUPPORTS.
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1 OF 1
,
UNION CORRUGATING COMPANY
MasterRib Roof Panel
• 36" wide, 26 ga. (min) Steel Panel over Steel Supports
Span
Condition
Loading
Type
Allowable Load (psf)
Support Spacing (ft)
1.50
1.75
2.00
2.50
3.00
3.50
4.00
4.50
5.00
�II Two Span
i
Uplift
138.3
118.5
103.7
83.0
69.2
59.3
51.9
46.1
37.7
Three Span
Uplift
157.2
134.7
117.9
94.3
78.6
67.4
58.9
52.4
47.2
our or More
Spans
Uplift
151.3
129.6
113.4
90.8
75.6
64.8
56.7
50.4
44.1
otes:
Allowable load for each condition is the smallest load calculated based on fastener capacity, panel strength and
and deflection limit ofL/180. Allowable loads are calculated f6r minimum 26 ga. panel.
The wind load is taken as 0.7 times the "component and cladding" loads for the purpose of determining deflection limit.
The panel allowable properties are determined from full scale ASTM E1592 tests at 5' 0" span
The panel fasteners are #12-14 x 1" long self drilling screws with washers. Fastener spacing across panel width
is 9.0" o.c. in the interior supports and 3.5"-5.5"-3.5" o.c. at panel ends.
Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washer at 30" o.c.
Steel supports are minimum 16 ga. All supports must be designed to resist all loads imposed on the panel.
The panels may span from eave to ridge or rake to rake.
Panels must be installed as per Evaluation Report FL 9555.2 and Union current installation procedure.
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1216 N Lansing Ave., Suite C
Tui
lsa, OK 74106
91' 492 5992
Bala Sockalingam, Ph.D., P.E.
PE 62240