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® FL # F,0346-R'4.. ,
Application Type Revision
Code Version 2017
Application Status Approved
®4/0
Comments yl�
Archived U
Product Manufacturer aVulcan SteeC StructuGes, Inc• (1
Address/Phone/Email 500 Vulcan Parkway
Adel, GA 31620
(229) 896-7903 Ext231
jeffs@vulcansteel.com
Authorized Signature Jeff Spradley
jeffs@vulcansteel.com
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
CD Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Terrence E. Wolfe
Evaluation Report
Florida License PE-44923
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 09/27/2024
Validated By Brian Jaks, P.E.
(!6 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL5346 R4 COI Letter of Certification secured.pdf
1
Standard Year
ASTM E 1592 2005
FM 4471 1992
File Copy
Product Approval Method Method 1 Option D
ig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHSnAT%2fMPHLL9%2f rSM%2biefrTHQVJhnOYok°/a3d
1 /2
8/16/2018
Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
09/26/2017
09/30/2017
10/03/2017
12/12/2017
FL #
Model, Number or Name
Description
5346.1'P-BRsRoof-pahel�j
26 Ga. PBR Roof Panel over open framing Non-HVHZ
Limits of. Use
Installation Instructions
Approved for use in HVHZ: No
FL5346 R4 II PBR Structural Roof Panel NON HVHZ
secured.pdf
Approved for use outside HVHZ: Yes
Impact.Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Desig). 'Pressure: +50.OPSF/-165.OPSF
Created by Independent Third Party: Yes
Other: 45.0 PSF @ 5'-0" o.c. fastener spacing. +50.0 psf @
Evaluation Reports
5'-0" o.c. fastener spacing. -72.5 psf @ 5'-0" D.C. fastener
FL5346 R4 AE PBR Structural Roof Panel NON HVHZ-
secured.pdf
spacing. -165.0 psf @ 2'-0" c.c. fastener spacing. Install per
manufacturers details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO.employer. Copy.Light 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
I
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 , i
Product Approval Accepts: I
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6 hftps://www.floridabuilding.org/pr/praPP_dtl.as x? aram=wGEVXQwtD sHSnATo/a2fMPHLL90/o2fTSM0/o2biefFTHQVJhnOYok0/a3d 2/2
FL# 5346.1. R4
rFogrcegineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Product Evaluation Report
VULCAN STEEL STRUCTURES, INC.
26 Ga. PBR Roof Panel over open framing
Florida Product Approval # 5346.1 R4
Florida Building Code 2017
Per Rule 61G20-3
Method: 1—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Vulcan Steel Structures, Inc.
500 Vulcan Parkway
Adel, GA 31620
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator•
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1-4
STATE OF ; a
t� 4%
� aW. FZORIIDp''�4,�,
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'O�Ill on
September 26, 2017
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1504.7.
Product Description: PBR Roof Panel, 26 Ga. Steel, 36" Wide, through fastened structural roof panel.
Structural Application.
Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida
Building Code 2017 Section 1507.4.3.
Yield Strength: Min. 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.0185" min.
Width: 36" maximum coverage
Rib Height: 1-1/4" major rib at 12" O.C.
Panel Rollformer: A.S.C. Machine Tools, Inc.
Panel Fastener: #12-14 x 1-1/4" HWH SD with sealing washing or approved equal. Panel side laps
fastened together w/ %-14 x 7/8" HWH SD w/ sealer washer at 20" O.C.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4.
Substrate Description: Min. 16 Ga. Steel Framing. Framing must be designed in accordance w/ Florida
Building Code 2017.
Allowable Design Pressures:
FL# 5346.1 R4
Table "A"
Maximum Design Pressure:
-45.0 psf
+50.0 psf
-72.5 psf
-165.0 psf
Fastener Pattern:
12"-12"-12"
12"-12"-12"
7"-5"-7"-5"-7"
7"-5"-7"-5"-7"
Fastener Spacing:
5'-0" O.C.
5'-0" O.C.
5'-0" O.C.
2'-0" O.C.
*Design Pressure includes a Safety Factor = 2.0
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•� STATE OF : qC
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September 26, 2017
Force Entgincering & Testing Inc.
J9530 Ramblewood Drive
Humble,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2, 1504.7.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ ASTM E 1592-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference.
■ FM 4471-92, Foot Traffic Resistance Test.
Reference Data: 1. ASTM E 1592-01
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 155-0258T-08, dated 07/22/2008
2. ASTM E 1592-01
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 155-0300T-11, dated 01/04/2012
3. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 155-0336T-11A, Dated 01/04/2012
4. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # ANE ID: 1920)
Test Standard Equivalency: The ASTM E 1592-01 test standard is equivalent to ASTM E 1592-05(2012)
The FM 4471-10, Foot Traffic Resistance test standard is equivalent to
FM 4471-92.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
FL# 5346.1 R4
"111s11110stj
NO. 4499
STATE OF
'0 0 tv .
September 26, 2017
Force Engineering & Testing Inc.
19530 Ramblewood Drive
.Humble,TX 77338
Installation: Install per manufacturer's recommended details.
Insulation: Manufacturer's approved product (Optional)
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
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STATE OF ; a
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FL# 5346.1 R4
September 26, 2017
1 1/4"
VULCAN STEEL STRUCTURES, INC.
26 GA. PBR ROOF PANELS
36"
PANEL 12"-12"-12" FASTENER PATTERN
1/4-14 X 7/8 LAP SCREW
12' 12" 12" ® 20' O.C.
� #12-14 x 1 1/4' HWH w/ SEALER WASHER TAPE SEALANT
SLOPES LESS THAN 3:12
PANEL 7"-5"-?"-5'-7' FASTENER PATTERN ---
1/4-14 X 7/8 LAP SCREW
5" 7' 5' 7" 5' 7" 1 m 20' O.C.
T
#12-14 x 1 1/4" HWH w/ SEALER WASHER TAPE SEALANT
SLOPES LESS THAN 3:12
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September 26, 2017