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FL #
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Archived
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j the Evaluation Report
I Florida License
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I
Validated By
Certificate of Independence
FL17022-R7
Revision
2017
Approved
R6CEIVED
JUL 08 2019
ST. Lucie County, Permitting
Py
T
08/18/2017v. date reapply 06/21/17 n=V1C;tfVl7=® Q'-®M
Extreme Metal Fabricators, LLC
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
flvalidation@yahoo.com
Richard McKuhen
flvalidation@yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
richard@emfab.net
Roofing
Metal Roofing
STe LUCIE COUNTY
OCC
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
LOCKE BOWDEN
PE-49704
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.E.
O Validation Checklist - Hardcopy Received
FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf
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
Product Approval Method Method 1 Option D
Date Submitted
08/18/2017
Date Validated
06/25/2017
Date Pending FBC Approval
08/28/2017
Date Approved
10/10/2017
Summa roducts
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
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, RE, 49704
Imp
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.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 12 - "5V Crimp" (116) I0.032" 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
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.
17022.3 13 - "1.5" Mechanical Seam" (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 manufacturer's installation
instructions.
17022.4 14 - "1.5" Mechanical Seam" (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 manufacturer's installation
instructions.
17022.5 1 5 - "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
Installation Instructions
FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032
ALUM ssr.odf
Created by Independent Third Party: Yes
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.
Installation Instructions
FL17022 R7 II FL 17022.3 1.5 MECHANICAL
seam 24ga ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
seam 24na ssr.odf
Created by Independent Third Party: Yes
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 II 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 FL17022.4_MECHANCIALSEAM
ALUMINUM ssrpdf
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 ssrpdf
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.-ndf
Created by Independent Third Party: Yes
Fig
the 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) 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
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.
Installation Instructions
FL17022 R7 II FL 17022.E 1.0 NAIL STRIP 0,032
ALUM ssr.Ddf
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.odf
Created by Independent Third Party: Yes
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 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
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" (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.
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 Strio 26GA ssr.Ddf
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 sSnodf
Created by Independent Third Party: Yes
17022.9 19 - "PBR MAX" (RS) 115/32" plywoo26 gauge ld lapped
wood deck with exposed fasteners. attached to
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17N2.9 PBR RIB ssr.Ddf
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 17022.9 PBR RIB ssr.Ddf
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.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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 a -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 mail. 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:
® t_Cteck M
Credit•
Safe
77CI 7t E79t I C S,
Palm City, FL 34990
Compliant with Florida Building Code 2017 (61h 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
26" O.C.
16" o.c.
8" O.C.
6" o.c.
FASTENER SPACING (ALONG_ Panel width)
12" ox.
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 D05893.01-450-18 Os/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
JI ioll iirrlr
Locke Bowden, P.E. does not have, not will acquire a financial intt*'4tij afcq acturing or distributing products
Under this evaluation. - •
Locke Bowden, P.E. is not owned, operated, or controlled by any cos1parNombbil urea, or distributing products under this
report. d . •
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f1 FL17022.1 *Crimp (26GA Steel), 24" Wide Ro 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 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.
I
Fasteners -
#9 x 1-1/2" Min. or
#10 X 1-1/2" Min. per Table A" for Row 5-V Crimp Roof Panel
15/32" or greater Plywood, or
Wood plank
24-
_ 12"
318"
Panel
Overlap
` ` OPTIONAL STRIATIONS
Panel Profile
Nominal12" _ Nominal12"
O.C. O.C.
Fasten
9 x -1/2" Min. or #10 X 1-1/2" Min. per
-fable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater
Plywood, or
- Wood plank