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Page 1 of 4
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> Application Detail
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FL17022-R7
Revision v
2017
Approved
08/18/2017v, date reapply 08/21/17
El
Extreme Metal Fabricators, LLC
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
flvalidation@yahoo.com
Richard McKuhen
flvaildation@yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
rchard@emfab.net
Category J
Roofing
Subcategory
Metal Roofing
i
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 ed
9 P
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.
O Validation Checklist - Hardcopy Received
Certificate of Independence
FL17022 R7 COI FL 17022.1 S 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
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Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Products
Method 1 Option D
08/18/2017
08/25/2017
08/28/2017
10/10/2017
Page 2 of 4
FL # Model, Number or Name Description
17022.1 1 - "5V Crimp" (116) 26 Gauge steel, 3/6" rib height, 24" wide lapped 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. 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.
Installation Instructions
FL17022 R7 II FL 17022.1 5 V CRIMP ssr.odf.
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.Ddf
Created by Independent Third Party: Yes
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,Ddf
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 condltions.Install the
FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032
assembly in compliance with the Installation method listed in
ALUM ssr.Ddf
this report and applicable code sections of FBC. Refer to
Created by Independent Third Party: Yes
manufacturer's Installation instructions. I
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 I
seam 24aa ssr,odf
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ -Table A I
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
FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
the Installation method listed In this report and applicable
seam 24aa ssr.Ddf
code sections of FBC. Refer to manufacturer's Installation
Created by Independent Third Party: Yes
Instructions.
17022.4 14 - "1.5" Mechanical Seam" (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.
17022.5 15 - "1 In. Nall 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
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.
Installation Instructions
FL17022 R7 11 FL 17022.4 MECHANCIAL SEAM
ALUMINUM ssr.Ddf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
ALUMINUM ssr.odf
Created by Independent Third Party: Yes
1" rib height, 16" 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 17022.5 1.0 NAILSTRIP ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.odf
Created by Independent Third Party: Yes
htti)s://floridabuilding.org/pr/Pr app dtl.asux?I)aram=wGEVXQwtDgv2aBQt)Hl)QQe6rMZ... 2n/2018
Florida Building Code Online
the Installation method listed in this report and applicable
code sections of FBC. Refer to manufacturer's Installation
instructions.
17022.6 16 - "1 in. Nall 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 ar�d 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 manufacturers Installation
17022.8 J 8 - "EMAX Rib" (115)
I
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 reportland applicable
code sections of FBC. Refer to manufacturer's Installation
instructions.
17022.9 19 - " PBR MAX"
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 condltions 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.
Page 3 of 4
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
FL17022 R7 Ii FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.pdf
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 Strin 26GA ssnodf
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.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 177022:8 EMAX Rib ssr,pdf
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.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.9 PBR RIB ssr.Ddf
Created by Independent Third Party: Yes
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Contact Us :: '2601 Blair Stone Road. Tallahassee FL 32399.Phone; 650-487-1824
The State of Florida Is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibllity Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send
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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.JI
Product Approval Accepts:
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Product Report
Palm City, Fl. 34990
Compliant with Florida Building Code 201 j (61h ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: EMAX Rib 29GA Steel Roof Panel FBC Sec.1507.4.2
Yield strength: 50 ksi min.; Attached to attached to 15/32"
plywood or Wood Deck with fasteners. 36" Coverage (Max.)
Rib Height 3/4"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1(panel to deck): #10 x 1-1/2" (min.) Hex -Washer Head Wood Screw to penetrate
3/16" (min.) thru bottom of support.
Fastener 2 (panel sidelap, ): #14 x 7/8" (min.) Hex -Washer Head Self -Drilling Screw to
penetrate 3/16" (min.) thru bottom of support.
Underlayment: To be compliant with FBC Sec.1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
DESIGN PRESSURE*
.86 PSF MAIN FIELD
-146 PSF PERIMETER
DECK THICKNESS (min.)
15/32" MIN
1S/32" MIN
ROW SPACING (min.)
24"
12"
FASTENER SPACING ALONG ROW (max.)
SEE DETAILS
SEE DETAILS
PANEL WIDTH (max.)
36"
36"
PANEL SEAM (min.)
PANEL OVERLAPS
PANEL OVERLAPS
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & UL 1897-04 TEST REPORT F7247.01-450-44 04/18/16
*DESIGN PRESSURE MARGIN OFSAFE7Y2:1
EQUIVALENCY: UL1897-04 is equivalent to TestAandard UL 1897--IZ.
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturing or disl(k4W1ieapFRrlucts
under this evaluation. ,�.+`r 0,
Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or distrib `l1%� r ustSrttler
report. tv •t` �� r ������
r 4 �
�` • a� §IWxseal
STATE OF ;ky
`7�`'•w�L0R1UF�
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FL 17022.8 EMAX Rib (29GA Steel), 36" Wide Roof Panel - Details
Limitations:
' 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6'h 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 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
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36 Crnuage N11h l
Panel Profile