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OFFICE OSECRUARY F THE
#
FL1702Z=R ==
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
08/18/2017v. date reapply 08/21/17
Archived
roductrManufactu`rer_
creme=MeteL.Fabricators,..LLC _
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
fivalidation@yahoo.com
Authorized Signature Richard McKuhen
fivalidation@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
Add ress/Phone/Ernail
Cag tegory_` Rol ofing--
Subcat:60 , ym ta,I Roofi
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Links I Search I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
D 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 04/22/2o24
Validated By Zachary R. Priest, P.E.
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
f6 Validation Checklist - Hardoopy
FL17022_R7_COI FL 17022 1_ V CRIMP_ sr.odf
97121darA
Year
TAS 125
2003
UL 1897
UL 580
2012
2006
Product Approval Method Method i 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 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
LF 17022_37_ 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
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_g7 AE FL 17022.2_5 V CRIMP 0,032 ALUM ssr.pd
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 - "13' 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
sea m_24ga_.5sr.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, 1.5 MECHANICAL
installation method listed in this report and applicable code
seam_24ga ssr.pdf
sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
instructions.
17022.4
4 - "13' Mechanical Seam" (115)
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
FL17 22_ 77 111 FL 17022.4 MECHANCIAL SEAM
Approved for use outside HVHZ: Yes
ALUMINUM ssr.gd
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 s�r.pd
sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
instructions.
17022.5
5 - "1 in. Nail Strip" (R5)
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
FL'17022_R7_II FL 17022.5_1.0 NAILSTRIP ssr.pdf
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
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6' ed.)
Compliant with Florida Product Approval Rule # 61G20-3
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
TROD 1
METHOD 2
METHOD 3
METHOD 4
t6 PSFIlk
-93.5 PSF
-102 PSF
-228 PSF
26" O.C.
8" o.c.
6" o.c.
!" o.c.
2 2 " 0.c.
12" O.C.
12" o.c.
[59�'
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report 1115893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 225-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-12 *Design pressure margin ofsafety 2:1
\1k1k
t
Locke Bowden, P.E does not have, not will acquire a financial in yq acggrniq�facturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by any conipanVomAidifatturep, or distributing products under this
report. :?
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FL17022.1 6V cramp (26GA Steel), 24" Wide Roof `ravel - Details
Limi ations:
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 61 G20-3. 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.
15(32" or greater Plywoocl, or
Wood plank
24-
12'
318'
oPrtorius7i
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
LM x 1-1/2" Min. or #10 x 1-1/2" Min. per
—fable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
Wood plank