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e1 �9+ FL# FL17022-R7
Application Type Revision
Code Version 2017
Application Status Approved RECEIVED
Comments 08/18/2017v.date reapply 08/ 1/17 JAN 2 9 2070
Archived
ST. Lucie County, Permitting
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
Flvalidation@yahoo.com Ffle COPY
Technical Representative Richard McKuhen nnn
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990 — /
(772)872-8034
richard@emfab.net
CODE COMPUANC
Quality Assurance Representative _ 37 n n ��� CO
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Address/Phone/Email p L�U
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.
l✓ 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
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1/8/2018 Florida Building Code Online
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
L# Model,Number or Name Description
17022.1 1-"5V Crimp"(116) 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 I
Approved for use in HVHZ:No 2 R7 11 FL 17022,1 5 V CRIMP s r. df
—Aparoved for use ou Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/At-Table A Evaluation Reports
Other:Refer to evaluation report for conditions.Install the 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 Installation Instructions
Approved for use in HVHZ:No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM 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 Evaluation Reports
Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.ndF
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 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 24ga ssr.odf
sections of FBC.Refer to manufacturers installation Created by Independent Third Party:Yes
instructions.
17022.4 4-"1.5"Mechanical Seam"(115) 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 ssnodf
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 17022.4 MECHANCIAL 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"(115) 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.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 Evaluation Reports
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1/8/2018 Florida Building Code Online
c 1 Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.Ddf
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-"i in.Nall 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 ssr.Ddf
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 pdf
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 11 FL 17022.7 1.5 Nail Strip 26GA 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 17022.7 1.5 Nall Strip 26GA ssr.Ddf
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"(115) 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 FL17022 R7 AE FL 177022.8 EMAX Rib ssr.Ddf
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 to
15/32"plywood or wood deck with exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 1I FL 17022.9 PBR RIB 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 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 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 r7ext
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487.1824
The State of Florida Is an AA'JEEO 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 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 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:
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S i
t
2160 SW Poma Drive
Palm City, FL 34990
772)872-8034
t
Compliant with Florida Building Code 2017(61'ed.)
Compliant with Florida Product Approval Rule#611320-3
Compliant: Keystone Certifications
s
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
i 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)
Underiayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507.
See Fastener attachment specific "ab?oInstall Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF
ROW SPACING 16"ox. 16"ox. 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 X893.01-450-18 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 1897-1rrru *Design pressure margin of safety 2:1
ID U0,
Locke Bowden,P.E.does not have,not will acquire a financial int q cgaq�►m�6W'acturing or distributing products
under this evaluation. Z. •
Locke Bowden,P.E.is not owned,operated,or controlled by awl coaipartiornA954turer,or distributing products under this
report. • -'
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FL17022.1 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 6th 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 6t"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 1-1/2'Mln.or
#10 x 1-1/2'Min.parn"A'for Row 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
\c ..47%
Deck:
15132'or greater Plywood,or
Wood plank
247-
!DPT IO K4L SIRIAT N
4"!DPTIOMaLSIRIATN M�
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
LT9_x_I-1/2"Min. or #10 x 1-1/2"Min.per
"Table"A" Hex Washer Head Screw
Spaced 12"o.c.across the Panel Width
Panel Refer to Table"A"for Spacing Along Panel
Overlap Length
Deck-15/32"or greater
Plywood,or
-Wood plank