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Product Approval Menu > Product or Application Search > Application List > Application Detail RMEWED BY
DATE 3 —<-— f
FL # FL17022-R7 PLANS AND PERMIT MUST BE KEPT ON J03
Application Type Revision OR NO INSPECTION WILL BE MADE.
Code Version 2017
Application Status Approved
Comments 08/18/2017v. date reapply 08/21/17
Archived
THESE PLANS AND ALL PROPOSED WORK
Product Manufacturer Extreme Metal Fabricators, LLcARE SUBJECT TO ANY CORRECTIONS
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990 REQUIRED BY FIELD INSPECTORS THAT
(772) 872-8034
MAY BE NECESSARY IN ORDER TO
tion@ flvalidation@yahoo.com
COMPLY WITH ALL APPLICABLE CODES,
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Richard McKuhen
fivalidation@yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
Rchard@emfab.net
Roofing
Metal Roofing
CONCEALED FASTENERS OR ATTACHMENT`
ARE THE RppE��SPOAqNppSINLppIpplY OF THE
Mt►/111U OR DFRICS
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
'.. Evaluation Report - Hardcopy Received
LOCKE BOWDEN
PE-49704
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.E.
✓� Validation Checklist - Hardcopy Received
FL17022 R7 COI FL 17022.1 5 V CRIMP ssrDdf
Referenced Standard and Year (of Standard) Standard
TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
year
2003
2012
2006
FILE
COPY
https://www.floddabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoRp/`2bGxHGxFe5QkCHzEgvOQveegp/o3dp/o3d 1/4
1/8/2018
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/18/2017
08/25/2017
08/28/2017
10/10/2017
FL #
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 Instructions
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 17027.1 5 V CRIMP ssrodf
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 ssrodf
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
Evaluation Reports
Other: Refer to evaluation report for conditions.Install the
FL17022 R7 AE FL 17072.2 5 V CRIMP 0.032 ALUM ssrodf
Created by Independent Third Party: Yes
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 - "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 ssrodf
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
sections of FBC. Refer to manufacturer's installation
seam 24ga ssrodf
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 ssrodf
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 ssrodf
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 ssrodf
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/AJ Table A
Evaluation Reports
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBOpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 214
1/8/LU1S
Florida Building Code Online
Other: Refer to r_ ._: 3tion report for conditions and FL17022 .IE 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 - "1 in. Nail Strip" (R5) 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.adf
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.odf
sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions.
17022.7 17 - "1.5 in. Nail Strip" (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.
1.5" rib height, 19" wide, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with fasteners.
Installation Instructions
FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.7 1.5_Nail _SSrID-26GA_ssr.odf
Created by Independent Third Party: Yes
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 11 FL 177022.8 EMAX Rib ssr.Ddf
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 19 - " PBR MAX" (R5) 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 II FL 17022.9 PBR RIB ssr.Ddf
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.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AAJEEO 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
mall 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 emalls 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:
® 0 Im
hfps://www.floddabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgv2aBOpHpQQe6rMZMkUEoR*/*2bGxHGxFesQkCHzEgvOQveegg/g3dg/o3d 3/4
Palm City, FL 34990
Compliant with Florida Building Code 2017 (Wh 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" o.c.
22" 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 i305893.01-450-18 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- &1rrr *Design pressure margin of safety2:1
Locke Bowden, P.E. does not have, not will acquire a financial int 14 4 cq 4�6,? facturing or distributing products
under this evaluation. a
Locke Bowden, P.E. is not owned, operated, or controlled by any comparkornifdafkaturer, or distributing products under this
report. ; • '' -
�l ' 7
-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 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 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 ■ 1-112" Min. or
#10 * 1412- Min. perTaNe A' for Row 5-V Gimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
Deck:
15132" or greater Plywood, or
Wood plank
24"
ls`t"
3J8"
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
9 x -112" 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