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Product Approval
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Ctir'.ttM, enlni 25—rd>4ncEc t lsl>APP1kxti0n Detail
FL C
Application Type
Code Version
Application Status
Comments
Archlved
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance. Method
FL17022-R7
Revision
2017
Approved
REVIEWED FOR
CODE COMPLIANCE
IBOCC
O811812017u. date reapply 06/21/17
Extreme Metal Fabricators, LLC
2160 SW Portia Drive
Palm City, FL 34990
(772)872-8034
nvalidation@Yahoo.com
Richard MCKuhen
fivalidation@yahoo.com
Richard MCKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
richard@emfab.net
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Fonda Professional Engineer
CJ Evaluation Report - Hardwpy Received
Florida Engineer or Architect Name who developed
LOCKE BOWDEN
the Evaluation Report
Florida License
PE-49704
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
04/22/2024
validated By
zactury R. Priest, P.E.
Z Validation Checklist - Hardcopy Received
Certificate of Independence
FLi 7022 RJ C_Oi eL 17022.1 5 V CRIMP <5-odf
Referenced Standard and Year (of Standard) Standard
TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
year
2003
2012
2006
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6t1i ad.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2
Yield strength. 50 ksi min.; Attached to min.15/32" plywood or Wood
Deck w/ min. 0.42 specific gravity with screws. 24" Coverage
Rib Height 3/81'
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/1V min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16" o.c.
16" O.C.
8" o.c.
6" O.C.
FASTENER SPACING (ALONG Panel width
12" o.c.
12" o.c.
12" o.c.
12" o.c.
FASTENERSIZE
#9
#10
#10
#10
d Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report EMS93.01-450-18 05/02/14
Test Report F3366.01-450-18 12/19/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent M test standard UL 1897-1i7i*Design
pressure margin of safety 2.1
•tnik
Locke Bowden, P.E. does not have, not will acquire a financial
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by i
report.
cgj4prdy4Niacturingor distributing products
compartiomltitilf9tureo, or distributing products under this
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IAL
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ad.
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities wfjurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6� ad., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
49. 1-11, MI. or
at0.1-12'Rlin. per ay¢A'br Roux �6V Crimp Root Panel
Spar and ASm ms
Hex Washer HeaC dWw Woad Spews
Cedc
Wmd -arBreda P.'ywaf,a
-Vdgodplank
24'
1r�
L
Panel Profile
12"
\ ' f Fasten
x 1-1/2" Min. or 910 x 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Panel Spaced 12" o.c. across the Panel Width
Refer to Table "A" far Spacing Along Panel
Overlap Length
Deck-15132" or greater
Plywood, or
-Wood plank
F7Orida Building Code Online Page 1 of 2
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St. Lucie Countv i
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Product Approval
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product Approval Menu > Product or Aoolication Search > poollcaUY
on Lis Application Detail � �� b '
• FL # FL5259-1128 FI L
Application Type Revision
Code Version 2017 fi'9EVIE ED [� •�a'�
Application Status Approved CODE COMPLIANCE
®fa P 16ANCE
Comments
ST. LUCIE C®U�Ty
❑ Archived B®CC (�,
Product Manufacturer POLYGLASS USA
J
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1330 Ext 242
malpert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAlpert@polyglass.com
Quality Assurance Representative Ariel Lender
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polyglass.com
Category Roofing
Subcategory Underlayments
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
Robert Nieminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
09/13/2021
Validated By
John W. Knezevich, PE
9 Validation Checklist - Hardcopy Received
Certificate of Independence
FL5259 R28 COI 2018 01 COI NIEMINEN.odf
Referenced Standard and Year (of Standard) Standard
Vear
ASTM D1970
2015
ASTM D226
2009
ASTM D4798
2011
ASTM D6164
2011
ASTM D6222
2011
FM 4474
2011
FRSA/TRI April 2012
2012
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Crk2vSd/o2... 6/5/2019
, Florida Building Code Online
UL 1897
Page 2 of 2
2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Date Validated 01/29/2018
Date Pending FBC Approval 01/30/2018
Date Approved 04/10/2018
Summary of Products
r
FL #
Model, Number or Name
Description
5259.1
Polyglass Roof
Roofing underlayments
Underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5259 R28 II 2018 OS FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R28.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nleminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this
Evaluation Reports
application relates to one particular
FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R28.odf
underlayment system (over concrete deck)
for use under foam -on the systems (where
Created by Independent Third Party: Yes
the underlayment forms part of the load -
path). Refer to ER Section 5.6.4 for other
systems, other deck types and associated
maximum design pressures. 2.) Refer to ER
Section 5 for other limits of use.
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Contact Us :: 2601 Blair SWe Road. Tallahassee FL 32399 Phone, 850-487-1824
The State of Honda 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
mall to this entity. Instead, contact the office by phone or by trad clonal 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 4ss, F.S. must provide the Department with an email address if they have one. The
emals 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
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