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RECEIVED
APPlirati gDeta
am
FEB 2 0 2018
Revision
2017 ST. Lucie County, Permitting
Approved
08/18/2017v. date reapply 08/21/17
G
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
flvalidation@yahoos
f ILE COPY
Authorized Signature Richard McKuhen
flvalidation@yahoo.com
Technical Representative
Address/Phone/Email
1
r
1
Quality Assurance Representative
Address/Phone/Email
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
rchard@emfab.net
I�.dI.7e1�I:i
Compliance Method l Evaluation Report from a Florida Registered Architect or a Licensed Florida
i Professional Engineer .
D Evaluation Report - Hardcopy Received
Florida Engineer or/Architect Name who developed the LOCKE BOWDEN
Evaluation Report
Florida License
PE-49704
I
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
04/22/2024
Validated By
Zachary R. Priest, P.E.
O Validation Checklist - Hardcopy Received
Certificate of Independence
FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.Ddf
Referenced Standard and Year (of Standard)
Standard
Year
TAS 125
2003
UL1897
2012
!
UL 580
2006
Equivalence of Product Standards
Certified By
1
Sections from the Code
i
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method i Option D
O8/18/2017
08/25/2017
08/28/2017
10/10/2017
`FL # Model, Number or Name Description
17022.1 1 - "5V Crimp" (116j 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
I 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.odf
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.odf
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. I
17022.2 12 - "5V Crimp" (116)
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.
0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel,
mechanically attached to 15/32" plywood or Wood Deck with
exposed fasteners
Installation Instructions
FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf
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.ndf
Created by Independent Third Party: Yes
17022.3
3 - "1.5" 1Mechanical 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 24aa ssr.odf
Impact Resistant: No f
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 24oa ssr.odf
sections of FBC. Refer to manufacturer's installation
Created by Independent. Third Party: Yes
instructions.
17022.4 I
4 -I "1.5" Mechanical Seam" (R5) I
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 17022.4 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.gdf
sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions.
17022.5 15 - "1 in. Nail Strip" (R5) 1" rib height, 16" wide, 26 gauge steel, standing seam roof
panel mechanically attached m 15/32" plywood or 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
Installation Instructions
FL17022 R7 II FL 17022.5_ 1.0 NAILSTRIP ssr.0df
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6' ed.)
Compliant with Florida Product Approval Rule # 61G20-3
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
METHOD 2 METHOD 3 METHOD 4
-93.5 PSF -201 PSF -228 PSF
26" o.c._ 8" O.C. 6" o.c.
22" o.c. 22" o.c. 22" o.c.
#20 #20 #20
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test. Report 1315893.01-450-18 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 teststandard UL 1897-1*Design pressure margin of safety 2;1
��tC4 ryOry,,'
�. ,. >.
Locke Bowden, P.E. does not have, not WAI acquire a financial in4t yq L� sg facturing or distributing products
under this evaluation. -
Locke Bowden; P.E. is not owned, operated, or controlled by airy cowiparilipm3r93iaLturep, or distributing products under this
report.6/77
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FL17022.1 6V Crimp (26GA Steel), 24" Wide Roof Panel - Details
_imitations: I
1. Underlayment to be compliance with current Florida Buildii
2. Minimum slope to be compliant with Florida Building Code
3. Products are compliant for State of Florida product approv
4. Engineering analysis for "project specific approval by local
5. Fire classification is not part of this acceptance. Shear dial
6. Support framing in compliance w/FBC 2017 61h ed., Chaptl
Structural Loading.
7. This report does not imply warranty, installation, recommei
3W
Deck:
1532" or greater Plywood, or
Wood plank
Code (FBC)2017 6th ed.
)l7 61h ed., and per with Manufacturer's installation reference.
per Rule 61G20-3. Compliance Method: 1-D
ithorities w/jurisdiction is allowed by other registered engineers.
ragm values are outside this report.
22 for Steel, Chapter 23 for Wood and Chapter 16 for
product use outside of this report.
#9 ■ 1-1'/2' Min. or
#10.1i-1/2" Min. per Taft A' for Row 5-V Crimp Roof Panel
Spacing and Design pressures
Hex Washer Head Wood Screws
Nominal 12" _ Nominal 12" �I
r O.C. I -f O.C. 1
Fasten
y9 x 1-1/2" 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
T Deck-15/32" or greater
Plywood, or
- Wood plank