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FL # _ FL1702 R7 F Permitting v@�®dFif@dt
Rvisio
Application T e t St. Lucia Coulk&
Yp eI
Code Version 2017
Application Status Approved 0(/h
Comments 08/18/2017v. date reapply 08/21/17
Archived 0
Product Manufacturer Extreme Metal Fabricators, LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
fivalidation@yahoo.com
Authorized Signature Richard MCKuhen
fivalidation@yahoo.com
Technical Representative Richard MCKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
richard@emfab.net
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
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the LOCKE BOWDEN
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
PE-49704
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.E.
O Validation Checklist - Hardcopy Received
EL17022 R7 COI FL 17022.1 5 V CRIMP ccr pdf
S ndd"'d 1 9 r . jr!N 1=�i
TAS 12�G3 ', i �c:a I, di 2003
UL is
UL
UL 580]
Sections from the Code
^-
Product Approval Method
Method 1 Option D
Date Submitted 08/18/2017
Date Validated 08/25/2017
Date Pending FBC Approval 08/28/2017
Date Approved 10/10/2017
CSummary of Products
�
I FL # I Model, Number or Name Description
17022.1 _ 1 - "SV Crimp" (116) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically attached to 15/32" plywood or Wood Deck with
fasteners
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf
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 gQf
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 - "5V Crimp" (R6) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel,
mechanically attached to 15/32" plywood or Wood Deck with
exposed 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.pdf
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 17022.2 5 V CRIMP 0.032 ALUM ssr.pf[
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 24ap s��(
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 Evaluation Reports
limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
installation method listed in this report and applicable code seam 24aa ssr.pdf
sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions.
17022.4 4 - "1.5" Mechanical Seam" (115) 1.5" rib height, 16" wide, 0.032" aluminum, 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 17022.4 MECHANCIAL SEAM
Approved for use outside HVHZ: Yes
ALUMINUM ssr.pi f
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
Evaluation Reports
limitations of use. Install the assembly in compliance with the
FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
Installation method listed In this report and applicable code
ALUMINUM ssr.pdf
sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
Instructions.
17022.5 15 - "1 in. Nail Strip" (RS) 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
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
Installation Instructions
FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
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 2507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
NOD 3 METHOD 2 METHOD 3 METHOD 4
-93.5 PSF -101 PSF -228 PSF
16" o.c. 8" O.C. 6" O.C.
12" o.c. 12" ox. 12" ox.
#10 #10 #10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report CL6893.01-450-18 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 *Design pressure margin of safety 2.1
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 a
report.
" S
co1;pad¢pm&fi 3fattures,
On
4;•: car?Ip��
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or distributing products
products under this
7
FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Pandl -Details
I itatlons
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 60, ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6w 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 w/jurisdiction 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 6th 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.
IM2" a greater Plywood, or
Wood plank
— Fasteners -
#9.1-112'Min. or
#10 x 1-10 Min. pw7bbla A' rorRow SV Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
24'
Nominall2" Nominall2"
D.C. a.c.
Fasten
g x 1-1/2" Min. or #10 x 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Nbod plank
Floridae�
e 1a Product Approval
2
Rr USER: Puolic User RECEIVED
Pr U& Aoomval Menu > ProtluR orAoplia[ion Search > Application U > Appllodon Detail JAN 2 4 2019
FL #
FL5259-R28
Permitting Department
St. Lucie County
Application Type
Revision
Code Version
2017
pY�A
_ SCANNED
Application Status
Approved
By
St. Lucie County
Comments
Archived
[]
Product Manufacturer
POLYGLASS USA
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1378 Ext 242
alender@polyglass.com
Authorized Signature Ariel Lender
a lender@polyglass.co m
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 Beachr FL 33442 _ -
_ (9k)Z33=1230 r:
ALender@polyglass.com
Category - Roofing
Subcategory Undedayments
Compliance Method Evaluation Repo ''',,,,',','rrr��ffa%%Irrfffrom FI ride egistere rc 't or L n ` YFlorida
Professional Eng I
C3 Evaluation RR ort- a ived
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
10/05/2018
Validated By
John W. Knezevich, PE
u Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL5259 R28 COI 2018 01 COI NIEMINEN pdf
Standard
Year
ASTM D1970
2015
ASTM D226
2009
ASTM D4798
2011
ASTM D6164
2011
ASTM D6222
2011
FM 4474
2011
FRSA/TRI April 2012
2012
UL1897
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
Undedayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5259 R28 II 2018 OS FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R28.pdf
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-
2R 8.odf
underlayment system (over concrete deck) for
use under foam -on the systems (where the
Created by Independent Third Party: Yes
underlayment fors 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.
Back F. .1
Contact Us :: 2601 Blair Stone Road. Tallahassee ti 32399 Phone: 850-487-1824
The State of Rod& is an AA/EED employer. Cm yrnht 2007-2013 State of nodda.:: Pnvacv Statement :: AccssibiliN 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 45S.22S(1),
Honda 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 email.
provided may be used for official mmmunlat in 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 an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
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