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PreEaR App Val Menu > Eroded or Aeplira[Ion Sea¢b > Application Lkt > Aplip ration Oerell
FL # FL5259-R28 MAY 3 0 2019
Application Type Revision
Code Version 2017 ST• Lucie County,
Application Status Approved Permitting
SCANNED
Comments BY
Archived St. LUCID Counh1
Product Manufacturer POLYGLASS USA
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
MAipert@polyglass.com
Quality Assurance Representative Ariel Lender
Address/Phone/Emall 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 the Robert Nleminen
Evaluation Report _ 7 X
Florida License PE-59166
Quality Assurance Entity UL LLC
Date 09/13/202 t
Jahn W. KnI
J \6ltd ofi
ra.00e n
e
tdard) Standard
r-- 1 t liU ` %' , v�,•r %f` .'. 'r a ASTM 1319�
ASTM D22
ASTM D471
ASTM D61f
ASTM D62
FM 4474
FRSA/TRI
NSVeamPlus Promos
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511512019
Florida Building Code Online
UL 1897
2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
i
Method 1 Option D
01/24/2018
01/29/2018
01/301201B
04/10/2018
FL # Model, Number or Name
Description
5259.1 Polyglass Roof
Roofing undedayments
Underlayments
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL5259 R28 II 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R28.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen 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 tile systems (where the
Created by Independent Third Party: Yes
underlayment forms part of the load -path).
Refer to ER Section 5.6.4 for other systems,
other deck types and assoclated maximum
design pressures. 2.) Refer to ER Section 5 for
other limits of use.
Fail Next
Cane& Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850. 87-1824
The state of Florida Is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Pdvacv Statement :: AmessibflRv Statemenrt :: 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-recvrds request, do not send ele
mall ro this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant m section 455
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. mi
provided may be used for o8idal mmmunitation with the 0censee. However email addresses are public record. If you do not wish to supply a personal address,
provide the Department with an email address whieh can be made available m the public To determine U you are a licensee under chapter 455, F.S., please tilt
Product Approval Aaupts:
= ® ee[«i -®se
Credit Card
Safe
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2/4/2019 - -. Florida Building Code Online
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&gggu Approval menu PmauRor Aopliatlpn Seaerh>[Rorcation Ust> Application Detail 3 o2019
FL # FL17022-R7 I §T. Lode County, Permluun
Application Type Revision SCAN
Code Version 2017 Application Status Approved I i3Y
St. Lucie County
Comments 08/18/2017v. date reapply 08/21/17
Archived
Product Manufacturer Extreme Metal Fabricators, LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034 R fivalidation@yahoo.com �EV�E�N.E® F® Authorized Signature Richard McKuhen E C®MpLIANCE
fivalidation@yahoo.conGODCOUTATY
Technical Representative Richard McKuhen
Sir. LAC ®CC
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
richard@emfab.net Py
01L
Quality Assurance Representative L
Address/Phone/Email F
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 LOCKE BOWDEN
Evaluation Report
Florida License
PE-49704
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
04/22/2024
Validated By
Zachary R. Priest, P.E.
r Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17027 R7 COI FL 17022.1 5 V CRIMP ssr.odf
Standard
year
TAS 125
2003
UL 1897
2012
UL 580
2006
Sections from the Code
httpsJ/www.floridabuilding.orglpdpr app_ b.aspx7param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/3
2/4/2019
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
08/18/2017
08/25/2017
08/28/2017
10/10/2017
FL # Model, Number or ame i Description 1
17022.1 •k-=5Erimp(R6}"- 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically attached to 1S/32" plywood or Wood Deck with
fasteners
Limits of Use
Installation Instructions I
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.1 5 V CRIMP ssnpdf
Approved for use outside HVHZ: Yes
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ Table A
Evaluation Reports
Other: Refer to evaluation report for conditions. Install the
FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.odf
assembly in compliance with the installation method listed in
Created by Independent Third Party: Yes
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.2 2 - "SV Crimp" (R6) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel,
mechanically attached to 15/32" plywood or Wood Deck with
"posed fasteners
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.2 5 V CRIMP 0,032 ALUM ssr pd
Approved for use outside HVHZ: Yes
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ Table A
Evaluation Reports
Other: Refer to evaluation report for conditions.Install the
FI 17022 R7 AE FL 17022.2 5 V CRIMP 0,032 ALUM ssnpdf
assembly in compliance with the installation method listed in
Created by Independent Third Party: Yes
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.3 3 - "1.5" Mechanical Seam" (RS) 1.5' rib height, 16" wide, 24 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ: Yes
seam 24ca ssr. df
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions and limitations
Evaluation Reports
of use. Install the assembly in compliance with the Installation
FL17022 7022 R7 AE FL 17022.3 1.5 MECHANICAL
method listed in this report and applicable code sections of
seam 24ca ssr d
FBC. Refer to manufacturer's installation instructions.
Created by Independent Third Party: Yes
17022.4 4 - °1.5' Mechanical Seam" (RS) 1.5" rib height, 160 wide, 0.032" I with
panel mechanically
fa hanilly attached to 15/32"1 plywood or ng seam f
Wood Deck
p
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.4 MECHANCIAL SEAM
Approved for use outside HVHZ: Yes
ALUMINUM ssr.odF
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions and limitations
Evaluation Reports
of use. Install the assembly in compliance with the installation
FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
method listed in this report and applicable code sections of
ALUMINUM sst.bd
FBC. Refer to manufacturer's installation instructions.
Created by Independent Third Party: Yes
17022.5 5 - "1 In. Nail Strip" (115) 1" rib height, 16" wide, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FI 17022 R7 11 FL 17022 5 1 0 NAILSTRIP ssr odf
Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/ Table A Evaluation Reports
Other: Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 12022.5 1,0 NAILSTRIP ssr.od
of use. Install the assembly In compliance with the installation Created by Independent Third Party: Yes
https:l/www.floridebuilding.org/prlpr app_dtl.aspx7param=wGEVXQWtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 213
2/4/2019 ,1 Florida Building Code Online
metilod listed in this repot _J applicable code sections of
FBC. Refer to manufacturer's installation instructions.
17022.6
6 - "1 in. Nail Strip" (RS)
1" rib height, 16" wide, 0.032" aluminum, standing seam roof
panel mechanically attached to attached to 15/32" plywood or
Wood Deck with fasteners,
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL17022 R7 II FL 17022,6 1 0 NAIL STRIP 0,032
ALUM ssrodf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/Table A
Other: Refer to evaluation report for conditions and limitations
of use. Install the assembly in compliance with the installation
Evaluation Reports
FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssrodf
Created by Independent Third Party: Yes
method listed In this report and applicable code sections of
FBC. Refer to manufacturer's installation instructions.
17022.7
7 - "1.5 in. Nail Strip" (R5)
1.5" rib height, 19" wide, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with fasteners.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Installation Instructions
FL17022 R7 II FL 17022 7 1.5 Nail Strip 26GA ssrodf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Design Pressure: +N/A/ Table A
Other: Referto evaluation report for conditions and limitations
Evaluation Reports
FL17022 R7 AE FL 17022.7 1 5 Nail Strip 26GA ssrpdf
Created by Independent Third Party: Yes
of use. Install the assembly in compliance with the installation
method listed in this report and applicable code sections of
FBC. Refer to manufacturer's installation Instructions.
17022.8
8 - "EMAX Rib" (RS)
29 gauge steel, lapped roof panel mechanically attached to
15132" plywood or wood deck with exposed fasteners.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ Table A
Other: Refer to evaluation report for conditions and limitations
of use. Install the assembly in compliance with the installation
Installation Instructions
FL17022 R7 II FL 177022.8 EMAX Rib ssrodf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FLI 7022 R7 AE FL 177022 8 EMAX Rib ssr pdf
Created by Independent Third Party: Yes
method listed in this report and applicable code sections of
FBC. Refer to manufacturer's installation Instructions.
17022.9 9 - " PBR MAX" (RS)
26 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant• No
Design Pressure: +N/A/ Table A
Other: Refer to evaluation reportfar conditions and limitations
of use. Install the assembly in compliance with the installation
Installation Instructions
FL17022 R7 II FL 17022.9 PBR RIB ssrpdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.9 PBR RIB ssrodf
Created by Independent Third Party: Yes
method listed In this report and applicable code sections of
FBC. Refer to manufacturer's installation instructons.
8 0
Contact Us :: 2601 Blair Stone Road Tallahassee Fl. 37399 Phone: 850-087-1824
The State of Florida is an AAfE-0 empllym Camwdoht 2007-2013 state of Florida.:: Privacy Statement :: Amessiplity Stmemem :: Refund Statement
Under Florida law, email addresses are public records. n you do not want your e-mafl address released in response to a public-remrds request, do not send electronic
mall to this entity. Instead, contact the once by phone or by tractional mall. If you have any questions, please contact 850.487.1395.'Pursuant to section 455.275(1),
Florida Statutes, effective October 1, 2012, hcensees licensed under Chapter 455, F.S. most provide the Department with an email address if they have one. The Malls
provided may be used for official mmmunicadon 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, RS., please dick hem .
Product Approval Accepts:
• �ors ® cChcl ®u
Credit Card
Safe
httpsJ/www.floridabuilding.orglpr/pr app dfl.aspx?param--vGEVXQwtDgv2aBQpHpQQe6rMZMkUEOR%2bGxHGxFeSQkCHzEgvOQveeg%3d%3d 3/3
Palm City, FL 34990
Compliant with Florida Building Code 2017 (61h ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product
-A Ste . Roof Panel FBC Sec. 1507.4.2
: i min.; Attached to min.15/32" plywood or Wood
specific gravity with screws. 24" Coverage
Rib Height 3/8"
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
3/16" 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
26" O.C.
16" o.c.
8" O.C.
6" ox.
FASTENER SPACING (ALONG Panel width)
12" o.c.
12" o.c.
12" C.C.
12" o.c.
FASTENERSIZE
#9
#10
#20
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041L Test Report EM893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1� lrr *Design pressure margin of safety2:1
wil
Locke Bowden, P.E. does not have, not will acquire a financial intiq e�cgiq{r{rr�%facturing or distributing products
• '� �. • `
under this evaluation. • '
Locke Bowden, P.E. is not owned, operated, or controlled by ally comparliprrib%Mattures, or Eistributing products under this
report. a ,
// %
Oft10�
NAL
FI-17022.1 5% .:imp (26GA Steel), 24" Wide Roo'., jnel - Details
Limitations:
-1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturers 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 61h ed., 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.
#9.1-17 Min. or
#10. 1-1/2-Mm. perTabbe A' for Row SV Qinp Roof Pane
Spacing and Design Pm ures
Hex Washer Head Wood Screws
Deck
-16W orgreater Plywood, or
- Woad plank
24-
12'
3I�
� � n
OPTIONAL STRIATIONS
Panel Profile
12"
D.C. I D.C.
Fasten
L9-x-171/2" Min. or #10 x 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Spaced 12" D.C. across the Panel Width
Panel A° Refer to Table " for Spacing Along Panel
Overlap Length
Deck- 15132" or greater
Plywood, or
- Wood plank