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SCANNED
FL#
FL17022-R7
BY
Application Type
Revision
Code Version
2017 St. Lucie County
Application Status
Approved
Comments
08/18/2017v. date reapply 08/21/17
Archived
❑
Product Manufacturer
Extreme Metal Fabricators, LLC
Address/Phone/Email
2160 SW Forms Drive
Palm City, FL 34990
(772) 872-8034
flvalidatlon@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.
® 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
https://floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rM... 3/19/2019
,Florida Building Code Online
Page 2 or s
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" (R6)
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.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
Other: Refer to evaluation report for conditions. Install the
Evaluation Reports
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" (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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Installation Instructions
FL17022 R7 IT FL 17022.2 5 V CRIMP 0.032 ALUM ssr odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions.Install the
Evaluation Reports
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" (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 It FL 17027.3 1.5 MECHANICAL
Approved for use outside HVHZ: Yes
seam 24aa 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 24aa ssr.ndf
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
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
FL 17022 R7 11 FL 17022.4 MECHANICAL SEAM
ALUMINUM ssr.odf
Verified By: Locke Bowden, P.E. 49704
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 MFf HANCIAL 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" (R5)
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
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
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions and
limitations of use. Install the assembly In compliance with the
Evaluation Reports
FI 17022 R7 AE FL 17022.5 1.0 NAILSTRIP sscodf
Created by Independent Third Party: Yes
installation method listed In this report and applicable code
sections of FBC. Refer to manufacturer's Installation
Instructions.
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rM... 3/19/2019
, Florida Building Code Online
Page 3 of 3
17022.6
6 - "1 in. Nail Strip" (115)
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
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.odf
Approved for use outside HVHZ: Yes
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 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.odf
Installation method listed in this report and applicable code
sections of FBC. Refer to manufacturer's Installation
Created by Independent Third Party: Yes
instructions.
17022.7
7 - "1.5 in. Nail Strip" (RS)
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
Installation Instructions
FL17022 R7 II FL 17022 7 1.5 Nail Strip 26GA 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 and
FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr odf
Created by Independent Third Party: Yes
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
8 - "EMAX Rib" (R5)
29 gauge steel, 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 177022.8 EMAX Rib 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 and
El 17022 R7 AE FL 177022.8 EMAX Rib ssr.ridf
limitations of use. Install the assembly in compliance with the
Created by Independent Third Parry: Yes
installation method listed in this report and applicable code
sections of FBC. Refer to manufacturer's Installation
instructions.
17022.9
9 - " PER MAX" (R5)
26 gauge steel, 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 17022.9 PBR RIB ssr.rdf
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
Other: Refer to evaluation report for conditions and
Evaluation Reports
FL17022 R7 AE FL 17022.9 PBR RIB 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.
Back Neat
Contact us :: 26d1 Blair Shore Road. Tallahassee 3 399 Phone: 850-487-1824
The State of Florida is an MEEO employer. Cowri,i t 2007-2013 State of Florida.:: Privacy Statement :: Accessibirty 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, cantact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
(1), Florida Statutes, e8ective October 1, 2012, licensees licensed under chapter 455, F.S. must provide Me Oapartment with an email address If they have one. The
ro emails pvided may be used for official communication with the Ikonsee. 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:
I W-1 ® RE M
SCCU71tymnTRICS
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Palm City, Fl: 34990
Compliant With Florida Building Code 20,11(6"' ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliants Keystone Certifications'
Products 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 Its! 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:14/2v.Hex-Washer Head wood screw" to penetrate
3/16" min. thru deck or S/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 15071.1
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
install Details: Table A ... Allowable Loads,.
M _ 8-Ob
METHOD 2
,. METHOD 3-
•.- METHOD 4
DESIGN PRESSURE `.
=86 PSF
-93.5 PSF
A01 PSF
-228 PSF
ROW SPACING .. _ ..
16" o.c.
_Ir ox.
8" o.c.
6" ox.
FASTENER SPACING (ALONG_Panel,width) .
12" mi.
12" ox.
12"o.c. -
12" ox.
FASTENER SIZE:,
#9
"#10
#10
#10.. -
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
U4580-06 & 1897-041 Test Report D15893.01-450-18 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 -,j �i *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
report.
or distributing pioducis
under this
FL17O22.1 5V Crimp (26GA Steel), 24" 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 611 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: 1-0
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.
— Fastens -
99"1-1r1'Mln. or
g10 x 1-117 Min. par Table A' for Row SV MM Roof Panel
Sparing and D.Ign Pressures
Hex Washer Head Wood Saewa
Dedc
-ISW orgreatergywood, or
- Wood plank
3!8"
------------
�^
Nominal12'
C.C.
Panel Profile
Nominal 12"
O.G.
Fasten
g x -1/2" Min. or #10 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" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Wood plank