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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, LLC
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
fivalidation@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 Flc
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 pate 04/22/2024
Validated By Zachary R. Priest, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL17022 R7 Col FL 17022.1 5 V CRIMP ssr Qdf
Referenced Standard and Year (of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
https:t/www.floddabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBOp HpQQe6rMZM kUEoR%2bGxHGxFe5QkC HzEgvOQveeg%3d%3d
114
1/4/2018
Florida Building Code Online
Sections from the Code
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
FL # Model, Number or Mame Description
17022.1 1 - "5V Crimp" (R6)
i
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.
17022.2 12 - "5V Crimp" (R6)
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.Instali 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 3 - 111.5" Mechanical Seam" (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 FBG. Refer to manufacturer's instatlation
instructions.
17022.4 j 4 - 111.5" Mechanical Seam" (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
he
installation method listed in this report and applicable
sections of FSC. Refer to manufacturer's installation
instructions. —
17022.5 5 - "1 in. Nail Strip" (R5)
26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically attached to 15/32" plywood or Wood Deck wii
fasteners
Installation Instructions
FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Created by independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.pdf
Created by Independent Third Party: Yes
0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof pa
mechanically attached to 15/32" plywood or Wood Deck wil
exposed fasteners
Installation Instructions
EL17022 R7 II FL 17Q22.2 5 V FRIMP 0.032 ALUM ssr.p
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
Created by Independent Third Party: Yes
1.5" rib height, 16" wide, 24 gauge steel, standing seam rc
panel mechanically attached to 15/32" plywood or wood de
with clips and fasteners.
Installation Instructions
FL17022 R7 II FL 17022.3 1-_5 MECHANICAL
Seam 24aa ssr.pdf
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 ssr.ndf
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 Wo(
Deck with clips and fasteners.
installation Instructions
FI -17022 R7 I1 FL 17022.4 M L SEAM
ALUMINUM ssr
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17 (}22 4 ALSEAM
A MINUM ssrodf
Created by Independent Third Party: Yes
1" rib height, 16" wide, 26 gauge steel, standing seam roof
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1/4/2018
Florida Building Code Online
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
FU7022 R7 II FL 17022.9 PBR RIB ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
i FL17022 R7 AE FL 9
170 2 PBR RIB ssr. f
Created by Independent Third Party: Yes
Contac[ Us :: 2601 Blair Stong Load, Tallahassee FL 32399 Phoney 850-4871824
Stat ent
The State of Florida is an AA/EFa employer. �' i- ht 2007-2013 State of Florida.:: psjy�t *$� : r Accessibility Statement :: Refund Statement
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panel mechanically attached to 15/3z- plyw000 or woos ae
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
Installation Instructions
FL17022 R7 II FL 17022.5 -1.0 NAILSTRIP ssr pdf
Verified By: Locke Bowden, RE. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP 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.
17022.6
6 - "1 in. Nail Strip" (RS)
1" rib height, 16" wide, 0.032" aluminum, standing seam rl
panel mechanically attached to attached to 15/32" plyw000
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
Installation Instructions
FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.pdf
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.pdf
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 rc
panel mechanically attached to 15/32" plywood or wood de
with fasteners.
Limits of Use
I 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 Instructions
FL17022 R7 II FL 17022.7 1.5 Nail tri 26GA sr. f
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.7 1.5 Nail Stria 26GA ssr.pdf
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 _
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 Instructions
FL17022 R7 II FL 1770 2.8 EMAX Rib s r. df
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 177022.8 EMAX Rib ssr Ddf
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 19 - " PBR MAX" (115) 26 gauge steel, lapped roof panel mechanically attached to
j 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 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
FU7022 R7 II FL 17022.9 PBR RIB ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
i FL17022 R7 AE FL 9
170 2 PBR RIB ssr. f
Created by Independent Third Party: Yes
Contac[ Us :: 2601 Blair Stong Load, Tallahassee FL 32399 Phoney 850-4871824
Stat ent
The State of Florida is an AA/EFa employer. �' i- ht 2007-2013 State of Florida.:: psjy�t *$� : r Accessibility Statement :: Refund Statement
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Palm City, FL 34990
Compliant with Florida Building Code 2017 (611 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 (ALONG Panel width) 12" a.c. 12" O.C. 12" o.c. 12" o.c.
FASTENER SIZE 1 #9 #10 #10 #30
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 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 � t ► i 1 r � *Design Pressure margin of safety 2.1
0 BO
Locke Bowden, P.E. does not have, not will acquire a financial int pfcgg4miafacturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by a0y cosrtpari1lir�4ikaLtures, or distributing products under this
a _
report. * '
;71%
', to �, . � • • ��
erc.a..ts�►
FL17022.1 5V Gimp (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 Fish 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 wljurisdiction 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.
1332" or greater PlywOW. or
MW plank
Z4'
3l8"
OPT4*JNAL STRIAM QNS
Panel Profile
Nominal 12" Nominal 12"
O.G. o.c.
Fasten
I x 1-112" Min. or #10 x 1-1 l2" Min. per
Table "A" Hex Washer Head Screw
Spaced 12" O.C. across the Panel Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck -15132" or greater
Plywood, or
-Wood plank