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m ,s FL# FL17022-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments 08/18/2017v.date reapply 08/21/17
Archived
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Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
flvalidation@yahoo.com
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Authorized Signature Richard McKuhen
flvalidation@yahoo.com Fflb Copy
Technical Representative Richard McKuhen jYb
Address/Phone/Email 2160 SW
it Poma Drive
Palm City,FL 34990
(772)872-8034
rchard@emfab.net REIVIE E FOR
Quality Assurance Representative CODECn PLIAN E
Address/Phone/Email STa CIEin I
Category Roofing BO C it
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.
'0 Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL1897 2012
UL 580 2006
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Equivalence of Product Standards
Certified By
Sections from the Code
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6/11/20,18 Florida Building Code Online
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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 j
FL _---'---Model,Number or Name Descryp i
17022.1 1-"5V Crimp"(116) 26 Gauge steel,3/8"rib hei 24 lapped roof panel
mechanically attached to 15/32"p ood Wood Deck with
fasteners
Limits of Use s
Approved for use in FL17022 R7 II 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: 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 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' u Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM 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.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM 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.
17022.3 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 ssrpdf
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.pdf
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.pdf
Impact Resistant:No i 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.pdf
sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions. i
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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 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/-Table A Evaluation Reports
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Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssrpdf
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 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
Approved for use outside HVHZ:Yes ALUM ssrpdf
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
installation method listed in this report and applicable code ALUM ssr.Rddf
sections of FBC. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
17022.7 7-"1.5 in. Nail Strip"(115) 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 Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssrpdf
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 17022.7 1.5 Nail Strip 26GA ssrpdf
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.
17022.8 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 ssrpdf
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 177022.8 EMAX Rib ssrpdf
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.
17022.9 9-"PBR MAX"(115) 26 gauge steel, lapped roof panel mechanically attached t
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 ssrpdf
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 ssrpdf
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.
�aark rsext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copy. ht 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-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),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if theylhave
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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Product Re• •rt Manufacturer. Extreme Metal Fabricators,
2160 SW Poma Drive
Palm City, FL 34990
772j872-8034
• • , ' • • i • e e 1 • NON Wkz`
Compliant with Florida Building Code 2017 (6f' 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) j
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.
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See Fastener attachment specifications above
Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD14
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 (ALONG Panel width) 12" o.c. 12"o.c. 12"o.c. 12"o.c.
FASTENER SIZE 1 #9 #10 #10 #10
Reference Data: ARCHITECTURAL TESTING, INC.TST ID#: 1527
UL 580-06& 1897-041 Test Report IXS893.01-450-18 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 1897-12 *Design pressure margin of safety 2:1
�enfitnir�, i
�11%11 lot
Locke Bowden,P.E.does not have,not will acquire a financial int1 �r �cq y �q�m� facturing or distributing product
under this evaluation.
Locke Bowden,P.E.is not owned,operated,or controlled by any cornparillprr b!i1 tturem,or distributing products under this
report. e
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FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1. tlnderlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 61h 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 i
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-
#9 x 1-112"Min, or
#10 X 1-1/2"Min. perTable'A"for Row &V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
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Deck:
15/32"or greater Plywood,or
Mod plank
247
1�
3/9'
OPTIO?44L STRIATIONS
Panel Profile
Nominal 12" Nominal 12"
o.c. O.C.
Fasten
19 x 1-1/2"Min. or #10 x 1-1/2"Min.per
—fable"A" Hex Washer Head Screw
Spaced 12"o.c.across the Panel 1Mdth
Panel Refer to Table"A"for Spacing Along Panel
Overlap Length
Deck-15/32"or greater
Plywood,or
-Wood plank