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Product Approval
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- = I FL 9 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,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
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
rchard@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 the LOCKE BOWDEN
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,RE,
Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr 12d
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
mvw.floridabuilding.org/prlpr app dtl.aspx?param--wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 113
a 10/12/2020 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
Date Revised 10/05/2020
Summary of Products
!FL# 'Model,Number or Name Description j
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
i Limits of Use -------------- -- - -- --- - - - --'Installation Instructions f
Approved for use in HVHZ: No 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 ssrpdf
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.
117022.2 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
j exposed fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R7 IT FL 17022.2 5 V CRIMP 0,032 ALUM ssr.pdF
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,RE.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.InstaII the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr,gd-
i assembly in compliance with the installation method listed in Created by Independent Third Party: Yes
1 this report and applicable code sections of FBC. Refer to
j 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.
j Limits of Use - I Installation Instructions
Approved for use in HVHZ:No FL17022 R7 TI 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 limitations.Evaluation Reports
of use.Install the assembly in compliance with the installation 1`1-17022 R7 AE FL 17022.3 1.5 MECHANICAL f
method listed in this report and applicable code sections of seam 24ga ssrpdf
FBC.Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes
j 17022.4 4-"1.5"Mechanical Seam"(115) 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof j
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 pdd
Impact Resistant:No Verified By: Locke Bowden,P.E.49704 3
Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes I
Other:Refer to evaluation report for conditions and limitations.Evaluation Reports
of use.Install the assembly in compliance with the installation FL17022 R7 AE FL 17022 4 MECHANCIAL SEAM j
method listed in this report and applicable code sections of .ALUMINUM ssrpdf
FBC.Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes
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
j with fasteners.
Limits of Use Installation Instructions —
Approved for use in HVHZ:No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssrpdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
j Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A i Evaluation Reports
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssrpdf 11 i
I of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes II
If
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2160 SW Poma Drive
Palm City, FL 34990
_.____j772)872-8034
11 .�
Compliant with Florida Building Code 2017 (61" 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
l Install Details: Table A Allowable Loads _METHOD 1—r—METHOD 2 METHOD 3 METHOD 4
DESIGN PRESSURE' -86 PSF -_93.5 PSF ��w -101 PSF -228 PSF
ROW SPACING 16" o.c. _ 16"~o.c. ! 8"O.C. 6„o.c.
FASTENER SPACING (ALONG Panel width) I 12' 9.c. 12#"1o0.c' � 12#'10c. 12#,lOc1
FASTENER SIZE
Reference Data: ARCHITECTURAL TESTING,INC.TST ID#: 1527
UL 580-06& 1897-042 Test Report CM893.01-450-18 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 1897-1?f i r *Design Pressure margin of safety,2:1
�q71A LR,.
Locke Bowden,P.E.does not have,not will acquire a financial inPot q.j C; m aq�r mkt facturing or distributing products
under this evaluation.
Locke Bowden,P.E.is not owned,operated,or controlled by at y coiAparNPmbb9faLtureo,or E_istributing products under this
report. r 6+�S -T of
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FL17022.1 5V Crimp (26GA Steel), 24"Wide Roof Panel - Details
-imitations:
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 6111 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 wrurisdiction 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 ad., 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-
ln 5-V Crimp Roof Panel#10x1-1/2MTaAo
Spacing andAealgn Pressures
Hex Washer Head Wood screws
21
3
I
I
i
I
Decic
15132"or greater Plywood,or
Wood plank
i
14"
'12*
,JFTIOMAL STRIATIONS I
Panel Profile
Nominal 12" Nominal 12"
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
PanelXodplank
Refer to Table'W'for Spacing Along Panel
OverlapLength
-15132"orgreater
Plywood,or
I
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