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•' FL # FL17022-R7
Application Type Revision
Code Version 2017
Application Status Approved
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
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
flvalidation@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
❑ Evaluation Report - Hardcopy 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
Zachary R. Priest, P.E.
Q Validation Checklist - Hardcopy Received
Certificate of Independence
FL17022 R7 COI FL 17022,1 5 V CRIMP ssr.odf
Referenced Standard and Year (of Standard)
Standard
Year
TAS 125
2003
UL 1897
2012
UL 580
2006
Equivalence of Product Standards
Certified By
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
Summary of Products
FL #
Model, Number or Name
Description
17022.1
1 - "5V 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 1702.1 5 V CRIMP 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. 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 - "5V Crimp" (116)
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 odf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
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 odf
Created by Independent Third Party: Yes
assembly in compliance with the Installation method listed in
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.3
3 - "1.5" Mechanical Seam" (115)
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 24ga 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
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 24ga ssr.odf
sections of FBC. Refer to manufacturer's Installation
Created by Independent Third Party: Yes
Instructions.
17022.4 4 - "1.5" Mechanical Seam" (R5) 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.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 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.odf
sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions.
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 FL17022 R7 II 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 FL17022 7022 R7 AE FL 17022.5 1,0 NAILSTRIP ssr.odf
limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes
Installation method listed in this report and applicable code
sections of FBC. Refer to manufacturer's Installation
instructions.
17022.6 16 - "1 in. Nail Strip" (115)
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 method listed in this report and applicable code
sections of FBC. Refer to manufacturer's Installation
Instructions.
17022.7 17 - "1.5 in. Nail Strip" (115)
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 method listed in this report and applicable code
sections of FBC. Refer to manufacturer's installation
Instructions.
17022.8 18 - "EMAX Rib" (R5)
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 method listed in this report and applicable code
sections of FBC. Refer to manufacturers installation
instructions.
17022.9 19 - " PBR MAX" (RS)
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 method listed in this report and applicable code
sections of FBC. Refer to manufacturer's installation
Instructions.
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,
Installation Instructions
FL1702Z R7 II FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.Ddf
Created by Independent Third Party: Yes
1.5" rib height, 19" wide, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with fasteners.
Installation Instructions
FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.7_ 1.5 Nail _Ssrn 26GA ssr.odf
Created by Independent Third Party: Yes
29 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Installation Instructions
FL17022 R7 II FL 177022,8 EMAX Rib ssr odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 177022.8_EMAX Rib ssr.odf
Created by Independent Third Party: Yes
26 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Installation Instructions
FL17022 R7 II FL 17022.9 PBR RIB ssr.Ddf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 _ R7 AE FL 17022.9 PBR RIB ssr.odf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 550-487-I824
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-mall 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 mall. 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:
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Credit Card
Safe
Palm'City, Fl. 34990
Compliant with Florida Building Code 2017 (61 ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1S07.4.2
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 3/8"
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 3/1V 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
16r' O.C.
16" O.C.
8" o.c.
6" ox.
FASTENER SPACING (ALONG Panel width)
12" D.C.
12" O.C.
12" O.C.
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#.-1527
UL 580-06 & 1897-041 Test Report =893.01-450-18 05/02/14
Test Report F3366AI-450-18 '12/28125
TAS 125-03 Test Report . D05893.02-450-18 07/2z/14
*E,QUZVALENCY-UL 1897-04 is equiva/entto•testsiandard UL 1897-1 *Design pressure margin Ofsafety 2.1
•r nnr
Yk'10,
Locke Bowden, P.E. does not have, not will acquire a financial ins`iq`cgp4?ip�
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by aAfl urers ar
e
report. ,kF `
p �• • i
or distributing products
products under this
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - 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 6th ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3. 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.
— Fasteners-
#9x11JTMln. or
#10 x 1-10 Min perTable A" for Row 5•V Cdr p Roof Panel
Spacing and Daslga Phmsuras
Hex Washer Head Wood Screws
Deck
15132" orgreater Plynwod, or
-Mod plank
3ff
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Panel Profile
Nominal 12" Nominal'IT'
O.C. O.C.
' Fasten
1-1/2"Min. or #10 X 1-1/2" Min. per
able "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck- 15/32" or greater
Plywood, or
-Wood plank