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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
richard@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 Date 04/22/2024
Validated By Zachary R. Priest, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP SSE Odf
Referenced Standard and Year (of Standard) Standa_rg Year
TAS 125 2003
UL1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
https:tlwww,floHdabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBOp HpQQe6rMZMkU EoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d
114
1 /412018
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
of Products
IFL # I Model, Number or Name I Description
17022.1 1 - "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. 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 2 - "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. Install the
assembly in compliance with the installation method listed in
this report and applicable code sections of FaC. Refer to
manufacturer's installation instructions.
17022.3 3 - "1.5" 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 FBC. Refer to manufacturer's installation
instructions.
26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically attached to 15/32" plywood or Wood Deck wil
fasteners
Installation Instructions
FL17022 R7 II FL 17022.1 5 V CRIMP ssr, f
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.1 5 V CRIMP ssrpff
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
FLI 7022 R7 II FL 17Q22.2 5 V CRIMP 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 .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 MECHANIC
am 24cia ssr. df
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 FL 74 Z 1.5 MECHANICAL
cp 4 ssr.ndf
Created by Independent Third Party: Yes
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 Wo(
Deck with clips and 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 compliante with applicable code
installation method listed in this report and
sections of FBC. Refer to manufacturer's installation
instructions.
Installation Instructions
FL17022 R7 II FL 17022.4 MECHANCIAL SEAM
ALUMINUM ssrpd
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 1702 4 --NCIAL SEAM
A MiNUM S$r.09f
Created by Independent Third Party: Yes
17022.5 15 - "1 in. Nail Strip" (R5) 1" rib height, 16" wide, z6 gauge steel, standing seam roof
_ _._.....- -- n, n.. i ram.. G CnkP Wi r-n%1r)nv(;An%3d%3d 2J4
1 /4/2018
Florida Building Code Online
panel mechanically attached to I5/3r, plywoop or wpoa ae
j
with fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.5 1.0 NAILS R P 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 17022.5 1.0 NAILSTRIP ssr.12df
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 rl
panel mechanically attached to attached to 15/32" plywooc
Wood Deck with fasteners,
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.61.0 NAIL STRIP 0.032
ALUM ssrndf
Approved for use outside HVHZ: Yes
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" (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
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17 22.7 1.5 Nail Strip 26GA sr f
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions and
Evaluation Reports
FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GGA ssr•pdf
limitations of use. Install the assembly in compliance with the
j 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
I
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 ssrndf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
i Created by Independent Third Party: Yes
Evaluation Reports
Design Pressure: +N/A/ Table A
Other: Refer to evaluation report for conditions and
1 FL17022 R7 AE FL 177022.8 EMAX Rib 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
j
j sections of FBC. Refer to manufacturer's installation
instructions.
17022.9 9 - " PBR MAX" (115) 26 gauge steel, lapped roof panel mechanically attached to
I 15/32" plywood or wood deck with exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FI 17022 R7 II FL 17922.9 PBR RIB ssrndf
i Verified B Locke Bowden, P.E. 49704
Approved far use outside HVHZ: Yes I
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A Evaluation Reports
f
Other: Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.9 RI ssr.
by Independent Third Party: Yes
limitations of use. Install the assembly in compliance with the i Created
installation method listed in this report and applicable code
! sections of FBC. Refer to manufacturer's installation
instructions. _.
Contact VS :: 2601 Blair Stone Load, Tallahassee FL 3 399 Phone: 850-487-1824
The State of 90rida is an AA/EFO employer. COM nht 2007-2013 State of Floridel, :: r v to ent :: Accessibility Statemrrit Refund Statement
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Palm City, FL 34990
Compliant with Florida Building Code 2017 (6" 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* �r -96 PSF -93.5 PSF -101 PSF -228 PSF
ROW SPACING 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 & 2897-041 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- j t l r *Design pressure margin of safety 2:1
.01
Locke Bowden, P.E. does not have, not will acquire a financial int i1
Q sj cQ q�m?�facturing or distributing products
r • a ! •i
u nd er this evaluation. �� ;'y L '
Locke Bowden, P.E. is not owned, operated, or controlled by a01 coi;pa►N;)n fiifaLtur;s, or distributing products under this
report.
* � •'kJ ~..fir
++� SLR,` • . • . � W? ,.
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6m 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 wIFBC 2017 Vh 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 RYWOrod. or
Wood plank
A,
30
i v
GFT€ MLVRAAMONS
Panel Profile
Nominal 12" Nominal 12"
Fasten
.9 X 1-112" Min. or #10 X 1-112" 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-15132" or greater
Plywood, or
-Wood plank