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Product Approval Menu > Product or Application Search > Application List > Application Detail
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, LTC
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
flval idation @ ya hoo.com
Authorized Signature Richard McKuhen
flvalidation@yahor).com
Technical Representative Richard McKuhen
Address/Phone/Finail 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.
J Validation Checklist - Nardcopy Received
Certificate of Independence
FLI7022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf
Referenced Standard and Year (of Standard) Standard
TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2003
2012
2006
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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
FL # Model, Number or Name Description
17022.1 1 - "5V Crimp' (R6) 26 Gauge steel, 318" 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 11 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: Referto evaluation report for conditions. Install the
FL17022 R7 At FL 17022.1 5 V CRIMP ssr.pdf
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.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
assembly in compliance with the installation method listed in
ALUM ssr.odf
this report and applicable code sections of FBC. Refer to
Created by Independent Third Party: Yes
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: Na
FL17022 R7 II FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ: Yes
seam 24ga ssr.pdf
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
FL17022 R7 AE FL 17022.3._1.5 MECHANICAL
the installation method listed in this report and applicable
seam 24ga ssr.pdf
code sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
instructions.
17022.4
4 "1.S" Mechanical Seam" (115)
1.5" rib height, 16" wide, 0.032" aluminum, standing seam
roof panel mechapically 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.pdf
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Other: Referto evaluation report forconditions and
Evaluation Reports
limitations of use. Install the assembly in compliance with
FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
ALUMINUM ssr.pdf
the installation method listed in this report and applicable
code sections of FBC. Refer to manufacturer's installation
Created by independent Third Party: Yes
instructions.
17022.5 5 - "I 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 Installation Instructions
Approved for use in HVHZ: No FL17022_R7_II_FL 17022.5_1.0 NAILSTRIP_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/ -I able A Evaluation Reports
Other: Refer to evaluation report for conditions and FL17D22 R7 AE FL 170Z2.5 1.0 NAILSTRIP ssr.odf
limitations of use. Install the assembly in compliance with Created by Independent Third Party: Yes
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the installation method listed in this report and applicable
code sections of FBC. Refer to manufacturer's installation
instructions.
17022.6
6 - "1 in. Nail Strip" (115)
1" fib 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.pdf
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
FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.pdf
the 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" (R5)
1.5" rib height, 19" wide, 26 gauge steel, standing seam
roof panel mechanically attached to 15/32" plywood or woad
deck with fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.pdf
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.pdf
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" (115)
29 gauge steel, lapped roof panel mechanically attached to
15/37" plywood or woad 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
FL17022 R7 AE FL 177022.3 EMAX Rib ssr.pdf
limitations of use. Install the assembly in compliance with
Created by Independent Third Party: Yes
the installation 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
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 11022.9 PBR RIB ssr.pdf
Approved for use outside HVHZ: Yes
Verified By: Locke Bowden, P.F. 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
FL17027 R7 AF FL 17022.9 PBR RIB ssr.pdf
limitations of use. Install the assembly in compliance with
Created by Independent Third Party: Yes
the installation method listed in this report and applicable
code sections of FBC. Refer to manufacturer's installation
instructions.
Back N®ct
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 323,39 Phone; 550-487-1824
The State of Florida is an WHO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :; Refund Statement
Under Fionda 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 455.275(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 emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supp{y 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:
r F-1 ® _�i_eef.
Safe
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http:l/www_floridabuilding.orglpr/pr_app_dtl_aspx?param=wGEVXQwtDgv2aBQpHpQQ... 1/10/201 S
,160 SW Poma Drive
Pa I m City, F L 34990
(772)872-8034
Compliant with Florida Building Code 2027 (6" ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2
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 3/16" 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
16" o.c.
16" O.C.
8" O.C.
6" o.c.
FASTENER SPACING (ALQNG Panel width)
12" o.c.
12" G.C.
12" o.c.
12" O.C.
FASTENER SIZE
#9
#10
#1Q
#10
Reference Data: ARCHITECTURAL TESTING, I NC. TST I0#.,1527
UL 580-06 & 1897-041 Test Report Ix6893.01-450-18 05/02/ 4
Test Report F3366.01-450-18 12/18/Z5
TAS 125-03 Test Report D05893.02-450-18 07/22/24
*EQUIVALENCY--UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2.1
41 flrrli.—
Locke Bowden, P.E. does not have, not will acquire a financial inq?kFq+f cgr3Y m�Wfacturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by air cowipar1VPrn3tddfa4turer, or1stributing products under this
report. ° r
"
FL17O22.1 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 6t� 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.
v15132" or greater Plywood, or
Wood plank
Nominal 12"
O.C.
Panel
Overlap
12"
Panel Profile
Nominal 12"
o.c.
Fasten
-71/2" Min. or #10 x 1-1/2" Mn per
Table "A" Hex Washer Head Screw
Spaced 12" o c across the Panel Wdth
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater
Plywood, or
-Wood plank