HomeMy WebLinkAboutAPPROVED, 5V Metal1/20/21, 4:21 PMFlorida Building Code Online
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL4595-R5
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Tri County Metals
Address/Phone/Email 301 SE 16th Street
Trenton, FL 32693
(352) 463-8400
testing@tricountymetals.com
Authorized Signature Jason Klinkenberg
testing@tricountymetals.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
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Johnathan E. Green, P.E.
Florida License PE-88223
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 06/02/2024
Validated By Brian Jaks, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL4595_R5_COI_Letter of Certification- Tri County Metals._sealed.pdf
Referenced Standard and Year (of Standard)Standard Year
FM 4471 1992
UL 1897 2012
UL 580 2006
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Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/13/2020
Date Validated 10/23/2020
Date Pending FBC Approval 10/28/2020
Date Approved 12/15/2020
Summary of Products
FL #Model, Number or Name Description
4595.1 5V Crimp Min. 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101.0PSF
Other: -78.5 psf @ 16" o.c. Fastener Spacing. -101.0 psf @
16" o.c. Fastener Spacing. Install per manufacturer's details.
Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.1 26 Ga. 5V Crimp Panel over
Plywood_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.1 26 Ga. 5V Crimp Panel over
Plywood_sealed.pdf
Created by Independent Third Party: Yes
4595.2 5V Crimp Min. 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over
15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101.0PSF
Other: -78.5 psf @ 16" o.c. Fastener Spacing. -101.0 psf @
16" o.c. Fastener Spacing. Install per manufacturer's details.
Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.2 26 Ga. 5V Crimp Panel over 1x4
NON HVHZ_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.2 26 Ga. 5V Crimp Panel over 1x4
NON HVHZ_sealed.pdf
Created by Independent Third Party: Yes
4595.3 Aluminum Mechanical-Seam Lok .032" Aluminum Mechanical Lock 16" Wide Roof Panel over
Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-93.5 psf
Other: -78.5 psf @ 18" o.c. clip spacing. -93.5 psf 6" o.c. clip
spacing. Install per manufacturer's details. For use in HVHZ
Zones.
Installation Instructions
FL4595_R5_II_FL 4595.3 Aluminum Mechanical-Seam Lok
1.5 over Plywood HVHZ_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.3 Aluminum Mechanical-Seam Lok
1.5 over Plywood HVHZ_sealed.pdf
Created by Independent Third Party: Yes
4595.4 Aluminum Mechanical-Seam Lok 2".032" Aluminum, 2" Mechanical Lock, 19" Wide Roof Panel
over 22 Ga. Steel Deck
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.5psf
Other: -71.0 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c.
clip spacing. Install per manufacturer's details. For use in
HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.4 Aluminum Mechanical-Seam Lok 2
over Steel Deck HVHZ_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.4 Aluminum Mechanical-Seam Lok 2
over Steel Deck HVHZ_sealed.pdf
Created by Independent Third Party: Yes
1/20/21, 4:21 PMFlorida Building Code Online
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4595.5 Aluminum TCM Lok 0.032" Aluminum TCM Lok Roof Panel over 7/16" OSB or
15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-112.5psf
Other: -75.0 psf at 4 1/2" o.c. fastener spacing. -112.5 psf
at 4 1/2" o.c. fastener spacing. Install per manufacturer's
details. Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.5 Aluminum TCM Lok over
Plywwod_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.5 Aluminum TCM Lok over
Plywwod_sealed.pdf
Created by Independent Third Party: Yes
4595.6 Mechanical-Seam Lok 1-½"1-½" Mechanical Lock, 24 Ga., 16" Wide Roof Panel over
Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.5psf
Other: -59.75 psf. @ 24" o.c. clip spacing. -123.5 psf. @ 6"
o.c. clip spacing. Install per manufacturer's details. For use in
HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.6 Mechanical-Seam Lok 1.5 over
Plywood HVHZ_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.6 Mechanical-Seam Lok 1.5 over
Plywood HVHZ_sealed.pdf
Created by Independent Third Party: Yes
4595.7 Mechanical-Seam Lok 2"2" Mechanical Lock, 24 Ga. Steel, 18-7/8" Wide Roof Panel
over 22 Ga. Steel Deck
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-153.5psf
Other: -54.3 psf @ 36" o.c. clip spacing. -153.5 psf @ 6" o.c.
clip spacing. Install per manufacturer's details. For use in
HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.7 Mechanical-Seam Lok 2 24 Ga. over
Steel Deck HVHZ_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.7 Mechanical-Seam Lok 2 24 Ga.
over Steel Deck HVHZ_sealed.pdf
Created by Independent Third Party: Yes
4595.8 Nail Strip 1"1" Nailstrip, 24 Ga. Steel 16" Wide Roof Panel over 15/32"
Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-153.5psf
Other: -153.5 psf @ 6-3/4" o.c. Fastener Spacing in slot and
12" o.c. Fastener Spacing in pan. -101.0 psf @ 6-3/4" o.c.
Fastener Spacing in slot. -59.75 psf @ 16 o.c. Fastener
Spacing in slot. Install per Manufacturer's Details. Not for use
in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.8 1in Nail Strip over
Plywood_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.8 1in Nail Strip over
Plywood_sealed.pdf
Created by Independent Third Party: Yes
4595.9 Nail Strip 1-½"1-½" Nail Strip, 24 Ga. 15-½" Wide Roof Panel over Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.0psf
Other: -116.0 psf @ 6-1/2" o.c. Fastener Spacing in slot and
12" o.c. Fastener Spacing in pan. -78.5 psf @ 11" o.c.
Fastener Spacing in slot. Install per Manufacturer's Details.
For use in HVHZ Zones
Installation Instructions
FL4595_R5_II_FL 4595.9 1.5 Nailstrip 24 Ga. over Plywood
HVHZ_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.9 1.5 Nailstrip 24 Ga. over Plywood
HVHZ_sealed.pdf
Created by Independent Third Party: Yes
4595.10 PBR Min. 26 Ga. PBR Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-93.5 PSF
Other: -63.5 psf @ 24" o.c. Fastener Spacing. -93.5 psf @
24" o.c. Fastener Spacing. Install per manufacturer's details.
Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.10 26 Ga. PBR Panel over
Plywood_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.10 26 Ga. PBR Panel over
Plywood_sealed.pdf
1/20/21, 4:21 PMFlorida Building Code Online
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Created by Independent Third Party: Yes
4595.11 PBR Min. 26 Ga. PBR Roof Panel over 1x4 Wood Purlins over
15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-78.5 PSF
Other: -71.0 psf @ 24" o.c. Fastener Spacing. -78.5 psf @
24" o.c. Install per manufacturer's details. Not for use in
HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.11 26 Ga. PBR Panel over
1x4_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.11 26 Ga. PBR Panel over
1x4_sealed.pdf
Created by Independent Third Party: Yes
4595.12 Snap-Lok 1-½"1-½" Snap Lok, 24 Ga. , 16" Wide Roof Panel over Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.0psf
Other: -108.5 psf @12" o.c. Clip spacing. -86.0 psf @ 24"
o.c. Clip Spacing. -116.0 psf @ 6" o.c. Clip Spacing. Install per
Manufacturer's Details. For use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.12 1.5 Snap Lock 24 Ga. over
Plywood HVHZ_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.12 1.5 Snap Lock 24 Ga. over
Plywood HVHZ_sealed.pdf
Created by Independent Third Party: Yes
4595.13 Snap-Lok 1-¾"1-¾" Snap Lock, 24 Ga. Steel, 17-¾" Wide Roof Panel over 22
Ga. Steel Decking
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5psf
Other: -71.0 psf @ 24" o.c. Clip Spacing. -108.5 psf @ 6"
o.c. Clip Spacing. Install per manufacturer's details. For use in
HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.13 Snap-Lok 1.75 24 Ga. over Steel
Deck HVHZ_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.13 Snap-Lok 1.75 24 Ga. over Steel
Deck HVHZ_sealed.pdf
Created by Independent Third Party: Yes
4595.14 TCM-Lok Min. 24 Ga. TCM-Lok Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.0PSF
Other: -116.0 psf @ 5 1/4" o.c. Install per manufacturer's
details. Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.14 TCM-Lok Eval Report_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.14 TCM-Lok Eval Report_sealed.pdf
Created by Independent Third Party: Yes
4595.15 Ultra-Rib Min. 29 Ga. Ultra-Rib Roof Panel over 15/32” Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-146.0PSF
Other: -84.3 psf @ 24"o.c.fastener spacing. -146.0 psf @
12" o.c. fastener spacing. Install per manufacturer's
installation details. Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.15 29 Ga. Ultra-Rib Panel over
Plywood_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.15 29 Ga. Ultra-Rib Panel over
Plywood_sealed.pdf
Created by Independent Third Party: Yes
4595.16 Ultra-Rib Min. 29 Ga. Ultra Rib, 36" wide, Roof Panel over 1x4 Wood
Purlins over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.5PSF
Other: -93.5 psf @ 24" o.c. fastener spacing. -138.5 psf @
24" o.c. fastener spacing. Install per manufacturer's details.
Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.16 29 Ga. Rib Panel over
1x4_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.16 29 Ga. Rib Panel over
1x4_sealed.pdf
Created by Independent Third Party: Yes
1/20/21, 4:21 PMFlorida Building Code Online
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4595.17 Ultra-Rib Min. 29 Ga. Ultra Rib, 36" wide, Roof Panel over 1x4 Wood
Purlins over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-86.0PSF
Other: -78.5 psf @ 24" o.c. fastener spacing. -86.0 psf @
24" o.c. fastener spacing. Install per manufactuer's details.
Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.17 29 Ga. Rib Panel over 1x4 with
shingles_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.17 29 Ga. Rib Panel over 1x4 with
shingles_sealed.pdf
Created by Independent Third Party: Yes
4595.18 Ultra-Rib Min. 29 Ga. Ultra-Rib Roof Panel over 7/16" OSB
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.5PSF
Other: -41.7 psf @ 24" o.c. fastener spacing. -123.5 psf @
12" o.c. fastener spacing. Install per manufacturer's details.
Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.18 29 Ga. Ultra-Rib Panel over
OSB_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.18 29 Ga. Ultra-Rib Panel over
OSB_sealed.pdf
Created by Independent Third Party: Yes
4595.19 Ultra-Rib 29 Ga. Ultra-Rib Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101.0PSF
Other: -63.5 psf @ 24" o.c. - 101.0 psf @ 24" o.c. Install per
manufacturer's details. Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.19 29 Ga. Ultra-Rib Panel over
Plywood with shingles_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.19 29 Ga. Ultra-Rib Panel over
Plywood with shingles_sealed.pdf
Created by Independent Third Party: Yes
4595.20 Ultra-Rib 29 Ga. Ultra-Rib Roof Panel over 1x4 Wood Purlins over
15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-131.0PSF
Other: -52.5 psf @ 24" o.c. fastener spacing. -131.0 psf @
6" o.c. fastener spacing. Install per manufacturer's details.
Not for use in HVHZ Zones.
Installation Instructions
FL4595_R5_II_FL 4595.20 29 Ga. Ultra Rib Panel over 1x4
with shingles_sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL4595_R5_AE_FL 4595.20 29 Ga. Ultra Rib Panel over 1x4
with shingles_sealed.pdf
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. 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 .
Product Approval Accepts:
1/20/21, 4:21 PMFlorida Building Code Online
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FL# 4595.1 R5
Product Evaluation Report
TRI COUNTY METALS
Min. 26 Ga. 5V Crimp Roof Panel over 15/32” Plywood
Florida Product Approval # 4595.1 R5
Florida Building Code 2020
Per Rule 61G20-3
Method: 1 –D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Tri County Metals
301 SE 16th Street
Trenton, Florida 32693
Engineer Evaluator:
Johnathan Green, P.E. #88223
Florida Evaluation ANE ID: 12901
Validator:
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1 – 4
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.OCT 01 2020
FL# 4595.1 R5
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Sections 1504.3.2, 1504.7.
Product Description: 5V Crimp Roof Panel, Min. 26 Ga. Steel, Ϯϰ͟ coǀerage, through fastened roof panel
over Min. 15/32͟ APA Plywood decking. Non-structural Application.
Panel Material/Standards: Material: Min. 26 Ga. Steel, conforming to Florida Building Code 2020 Section
1507.4.3. Paint finish optional.
Yield Strength: Min. 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2020, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018͟ min.
Width: Ϯϰ͟ maximum coverage
Rib Height: ϯͬϴ͟ tall ribs
Panel Fastener: #9-15 x 1-ϭͬϮ͟ Woodgrip with sealing washing or approved equal
Ь͟ minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4.
Substrate Description: Min. 15/32͟ thick, APA Rated plywood over supports at madžimƵm Ϯϰ͟ O͘C͘
Design of plywood and plywood supports are outside the scope of this
evaluation. Substrate must be designed in accordance w/ Florida Building Code
2020.
Allowable Design Uplift Pressures:
Table "A"
Maximum Total Uplift Design Pressure: 78.5 psf 101.0 psf
Fastener Pattern: 12͟-12͟ 10͟-Ϯ Ъ͟-10͟
Fastener Spacing: 16͟ O.C. 16͟ O.C.
*Design Pressure includes a Safety Factor = 2.0.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.OCT 01 2020
FL# 4595.1 R5
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2020, 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 2020, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
UL 580-06 - Test for Uplift Resistance of Roof Assemblies
UL 1897-2012 - Uplift Test for Roof Covering Systems
FM 4471-92 - Foot Traffic Resistance Test
Reference Data: 1. UL 580-06 / 1897-04 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 136-0172T-12
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 136-0172T-12
3. Certificate of Independence
By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # ANE ID: 12901)
Test Standard Equivalency: The UL 1897-04 test standard is equivalent to the UL 1897-2012 test standard.
The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the
FM 4471-92, Foot Traffic Resistance test standard
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 2020, 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.
Installation: Install per manufacturer͛s recommended details.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.OCT 01 2020
FL# 4595.1 R5
Underlayment: Per Florida Building Code 2020, Section 1507.1.1 and manƵfactƵrer͛s installation
guidelines.
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 2020 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 2020
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
THIS ITEM HAS BEEN
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PRINTED COPIES OF THIS
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FL# 4595.1 R5
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.OCT 01 2020