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APR 17 2018
• FL1702 -R7 ST, Lucis Coun
Application Type Revision tY� Permikting
Code Version 2017
Application Status . Approved
Comments 08/182017v. date reap 7
Archived G
R�rodu`eti . anufacturer EExr-remelMefaliF6660for% I!Liu
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
Gatego. Roofing.
WoYeggsry etal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
CJ Evaluation Report - Hardcopy Received
1
Florida Engineer or Architect Name who developed the LOCKE BOWDEN
Evaluation Report
Florida1 License PE-49704
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
I
Certificate of Independence
I
Referenced Standard and Year (of Standard)
!
I
I
I
I
Equivalence of Product Standards
Certified By
I
Sections from the Code
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.E.
Validation Checklist - Hardcopy Received
FL17022 R7 COI FL 17022.1 5 V Cgimp ccr Ddf
gJamdard
Year
TAS 125
2003
UL 1897
2012
UL 580
2006
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
O8/18/2017
08/25/2017
08/28/2017
10/10/2017
FL # I 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 17022.1 5 V CRIMP ssr.pdf
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" (116)
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.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 17022.2 5 V CRIMP 0.032 ALUM ssr.pif
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.gdf
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.pd
sections of FBC. Refer to manufacturers installation
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 dips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022A MECHANCIAL SEAM
Approved for use outside HVHZ: Yes
ALUMINUM ssr.pdf
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.pd
sections of FBC. Refer to manufacturers installation
Created by Independent Third Party: Yes
instructions.
17022.5 15 - "1 in. Nail Strip" (115) 11" 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.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
2160 SW Po -ma
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6' ed.)
Compliant with Florida Product Approval Rule # 611320-3
Compliant: Keystone Certifications
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
METHOD 2 METHOD 3 METHOD 4
-93.5 PSF -101 PSF -228 PSF
16" ox. 8" O.C. 6" ox.
12" O.C. 22" o.c. 12" o.c.
#10 #10 #10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report 10135893.01-450-18 05/02/14
Test Report F3366.01-450-18 22/28/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897--04 is equivalent to teststandard UL 1897-1,?, . _ *Design pressure margin of safety 2.1
♦ ►• u
Locke Bowden, P.E. does not have, not will acquire a financial int
j'
ya'
4�cg�n�l�ftcturing or distributing products
under this evaluation. �. V
Locke Bowden, P.E. is not owned, operated, or controlled by atW comparNorri ilaUkturer, ordistributing products under this
report.
FL17022.1 5V Lnrntp (26GA Steel), 24" Wide Roof Panel - Details
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 6'h 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.
15W or greater Plywood, or
Wood plank
14'
12"
318"
OP DONA!STRIATIONS
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
ff x 1-1/2" 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-15/32" or greater
Plywood, or
Wood plank